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I @• J ' 'I 1 ' ! ' l ,co ~-; z~ ' ~-< ' oo z~ ' ' ' g '"""' ' •e:-:m.el: g.):i'l ~ ~ ! ! ,r-:00 i"o. • •<-•oo:oo. H~ l i 1. • ' ' I[ .... :"": ::1~) ' I ! CEN1'a!Lil<E: ! ~ A i i ci'NTERL<~E NE -1\h Sf g s ~~ ~~ ,z ca •• -~ [;\2 ~g ~~ ·"' ,, })~ ~~ ~ • ~ I 0 --00:-0,: --· - ' NE 7th SHORT PLATS r7----U13003946 : ... 00'0(1,•J< I ~ O(+I I I : I ' -: ! ' ' -·, -' IIO+Ol - I !~I i$1 jl ~ ; ' ; i ' ! 0 ~:g 1; i~ ~m ~ I I .1 p < , n ~ ~ n I ij~ r ~ ii I" ' . ,, !! ' ~ ' ~ ' ~· '" i ~ : ® 1! ~ • 1 ·1 ·1 1f 1.11 ii r I • ~ ~ . 1111 i ~~g~e~ l ·1 I i : • tl ' . ~i tJ . • i I I I ' 8 " ' ' ' ' ' ' ' l i . ; ' ' ' ' ' ! I i ; l . NE 7th SHORT PLATS I ~! ;· i ' . ! I H i E I 0 ~-~- ' ' E U13003946 i 0 . .,, ~ P"' g1-1~ 0 ' z ~il1i e; l • I 1,1,1 H " . I;~ :,, ! ' ' ' i ' i ' i i i ' ' i ' ' ! ' I 3 -i .!" ' -• •. ' t i ·-' t f . ;f '• ,, ________i__l..-C~X ST"-.}()+"'!,_ P>f!VA'[ RO ST"-IS+l~.S,. NJ: ]jk •. \ ' \ 1 ; (>'!Cf" •• 8"0 '· ·~ ~~·~·,.·~--STA. ,o+l!0,<8_ Ni: 7th SI. 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I (1i '.:i ~!!1 !1111 :I .. !!II 'X -.... --I 0 ---,;;l •! \ MONROE AVENUE NE "'/£"'--? 111: -------i 1!1 ' ' ' i ·:~u >~l/i 1 I I ) I ,' I / '\,: 1, f, ~~-~'-<(_ _,-/~ -<, / 'I ~ 1 \I ' ' . 00-0'l'••'n•OO••"••!i I~ 2 ~ I I Ii ' --y 1 , 1 1 I !!!ppil I! 1111111111!1!!1Pl!IP1 1 , 111 1111 •1·1 1, 1 1 , I ii I TOPOGRAPHIC SURVEY KRRVDEV,UC 11113 NE TTH STREET RENTON, WA tl05II '* NW 114, SE 1/4, SEC 09, TWP 23N, RNG SE, W.M. S!!tt:applnt, Inc. --............... _ ... ____ ,, I g 5 § n. ~ ~ "' z A PORTION OF THE NW 1/4, SE 1/4, SECTION 10, TOWNSHIP 23 N., RANGE 5 EAST, W.M., CITY OF RENTON, WASHINGTON TREE TO BE RETAINED AND PROTECTED DURING CONSTRUCTION (TYP.) . "y e,00'!J.,. .,e,<;;,. / "'..~.- / ----;;.;'(:-_ ~';>'. ~ _,.-:;&'II"" ·~f,~ ~->,, "' ·_,, 1S' UTILITY EASEMENT ''· .. TO 8[ OBTAINED 8Y DE\/ELQPER [t]IOF~~~~RS lRY TO SAVE TREES ~ DURING CONSTRUCTION, TO BE EVAULTED BY CITY AU80R1ST AT TIM[ or UTILITY INSTALLATION X I [<!] @ ~ I • ~ X x: ! e j ~ ~ 13· r ,J. ~ I ' " " I ! i' ,.~--.., , ' . ' 7.~, , •\ ) /"'{ ,,.~-:··1. __ , "''(s,I.,, "'rn X'· / --EASEMENT , , t , , , ,w I el , r----------.-, , , , , , , , , , , X \~ ', §] [ii_]x )<._ / ~ l\~ 20" SEW(R f.ASEM£NT (PU8L1C) x-·------ §] 22" S~AREO DRMWAY AND LIT•LITY EASEMfN[ (PRIVATE) lfil ,.--~, , ' !------, I, ., / '-, __ ~ -------------~---x ~ X ' X [i.J / ' [i,J / , ~--+------------, ---------------i-------------~----1 s i ;, 29B.53' 26"jACCfS5 AND UTILITY EASEMENT ----_Q,~_. .. " ~ CITY OF RENTON '! .. li.f"~.I ® F'lo<,n0,9/e,Jl,.l•1/P<lbf\.:-Ooo\. ~ AE\IISON • '"'" I"'"" =~__. ·- GRAPHIC SCALE ~o I inch = 20 feel NE 7TH SI-ORT PLATS DONOGH HOMES/ ENDURE INVESTMENTS, LLC TREE RETENTION PLAN 351313517 & 3603 NE 71h STREET r 0 z ~ j I I ~ € ! I I QUE.E.N AVE.NUE. NE --,a,~,"'lj ... 1~ I I I I : I z I ,----- -·~ MONROE AVENUE !'IE ' ' • I ~ ~ 0 z 1W I ' I ! ! I I ; L li • • ~ I I i l I ! ' I I I I i ' I ~- ~ I l ! I I I z 0 ci5 5 i5 co :::> en ~ 0 I en CV RM-F R-8 ~ R-8 .... IL R.·8 D5 -04 T23N RSE E 1/2 R-8 '1 •, "'M R-8 ~ 0 "-.: i R-8 --L ~:- ~-~ ~-~ NElOlhSI ;:==:~I ~' ~R;-;::-8 ====::::; R-8 R-8 R-8 R-8 ~ l R-8 i '-~-'-~~-;;;-""~Lr---J. J ' RM-F R-10] .... RM-F RM-F CA R-8 I I R-8 R-8 l"'1 Cl'\ I .... = j c.; r=~"!!~~·:::;-;::::j z "----' J ~ R-8 ::;; R-10 CA N 1---CA---,!l! ~CA=;::::===::..:R-8====:;";;:;~F!·~====CA~'"·::::;::::n:::y::;· :;:;:":::' i;T;i;"~· ,f;;~,:·':n:::;CA;===~ t ZONING MAP BOOK PW TECHNICAL SERVICES PRINTED ON 11/13/09 T"'''"""'""'~••,.•~'"'"""'""'"-""' "'"°"""'d10,.....,.oc"'"t~Ol'IOl>OIHOon """"''"'"''"'"""''-·~bl< .. .,,, ......... ,..,_ -....,.,.,...,,.,.dfO<C"ydoplorf>IJrposo,onfy, ;-····, Citynf.., li:::11ro11 FS-16 T23N RSE E 1/2 0 200 400 1-W IF,et 1 :4,800 APR 2 .1 iilb E5 ®-1!2!Jll~ /lifi E 1/2 5309 74 92 93, ,-:131 I l \', I 2~,T24N R4E 25 T24N ,R4~ -= ·:3Ci~T24N R5E B't; '1' 94W "(t• • :n1 C2 -LV -455W ,:cc· 3 -:', ' 31 T24N ASE' .008 D3 22N A4E RESIDENTIAL ~ (RC) Resource conservation EJ (R-1) Residential 1 du/ac ~ (R-4) Residential 4 du/ac ~ (R-8) Residential 8 du/ac ~ (RMH) Residential Manufactured Homes ~ (R-10) Residential 10 du/ac I R-14 ! (R-14) Residential 14 du/ac I RrHI (RM-F) Residential Multi-Family I R~H I (RM-T) Residential Multi-Family Traditional lw,i-u I (RM-U) Residential Multi-Family Urban Center MIXED USE CENTERS ~ (CV) Center Village [~~-~~ (UC-Nl) Urban Center -North 1 luc-N2j (UC-N2) Urban Center -North 2 ~ (CD) Center Downtown COMMERCIAL ~ (COR) Commercial/Office/Residential ~ (CA) Commercial Arterial ~ (CO) Commercial Office ~ (CN) Commercial Neighborhood 35 T23N ASE 36 833 2 T22N RSE 1 T2 INDUSTRIAL ~ (IL) Industrial -light 0 (IM) Industrial -Medium 0 (IH} Industrial· Heavy ---Renton City Limits --·--Adjacent City Limits KROL! PAGE PAGE# INDEX SECT/TOWN/RANG£ i :c i z ~ w ~ " 0 ~ u ~ ~ ~ w ~ z ~ z ~ • :c w ~ ~ ~ z ~ w w "1 ~ t § w • " 0 z 0 i L __ 1.- I~ -~- :c ~ w z i '·~, ' I • I -~, NOl~NIHSVM 'N01N31' lVld lloOHS 1S3M 4ll 3N 01 /°C) NOJ,N3ll al; .!IO ,\J.IJ NVld A.11111n 1 , 1 ":)NI 'S3V'iOH HEJONOO -=: I I .lVld UIOHS .lS3M ~IL 3N ! i i -= I I I I • 1 ~ . "' ! . I " l • .rt~~ rU~n .r\F - lli s. 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( •. >-~ I '-._ ~----'t o.f') --~ ------1--..-fl,}">,, _, ).,/ "'---,, )..,--.:~ '~ "< .. ':-<' \ ' ·-~~;£--~ ·-=~ \ :.:1 "~-~ .. ., ..... , -I ~ \ / - \ I ,~;~\, I El<IIITH>'1TUTYL.OCATIONSSHOi'l'NllEREOOl~-n, OILV. !TBIW..LBElM'~-181.lTl'TO DEl'BIMIIET\EE)(ACT\/ERTICAI.NllHORllOl<T.ll.L.00;:l,TIONOFAU. _,_._.,,,<IROlK>U'r'II.J!TUPAICIRTll<:CYIEMl!NG <XltlS'mt!CTION NOREPRESENT:',~IOIAADl'e'lllATAILEl!lflTING i.m.mEaMESHcWN>EflE<l<. Tl&EN_,,,.ASSUME9MI REIIPDNIIIBUIV FOR l/TIUTIES "'3T SHCIYIOI QII IITILmE!' ..,,,-SftOWN INlllEll{--.,UX:.,.TI<I,, CAil. ......... _, -,--.. ......... CONTACT INFORMATION OWNER / DEVELOPER: DONOGH HOMES, INC. ENGINEER: ATTN: SCOTT DONOGH 1745 N1LE AVENUE NE RENTON, WASHINGTON 98059 OFFICE PHONE: 206-730-0114 j~ndecott@comcsetnet OFFE ENGINEERS, PLLC ATTN: DARRELL OFFE, PE 13932 S0un£AST 159TH PtACE RENTON, WASHINGTON 98058-7832 OFFICE NUMBER: 425-260-3412 FAX NUMBER: 425-988-0292 darnill.offe@comcaet.net SURVEYOR: SITE SURVEY & MAPPING, INC. ATTN: TOM WOLDENDORP, PLS 10115 214TH AVENUE NE REDMOND, WASHINGTON 98053 OFFICE NUMBER: 425-298-4412 LEGAL DESCRIPTION: LOT 10, BLOCK 2, STEWARTS HIGHLAND ACRE TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 43 OF PLATS, PAGE 17, RECORDS OF KING COUNTY, WASHINGTON SITUATE IN THE COUNTY OF KING, STATE Of WASHINGTON. ADDRESS: J51J NE 7th·iJFElf:•R,;rtltJN~-9:~ KING COUNTY PARCEL#: so111i:f-or10 > • :. ~; ;_ ,:· -:1 ' I, m ~ 0 f : GRAPHIC SCALE "-~ --· ~PR 2 3 10 1;_ ,;I ;o "" ! I I I; __j_l__li ~!I i Zif! ~-1h :l;!i 0 ' ' l :t!i 8 o L ' (;Ji:, I l ~ a. ti'. 0 I CJ) ,- CJ) w ~ ~ w z ! 0 ~ ,- :, c,i 0 ~ ~ 0 -~ 5 (!) a. 0 W z ,- 0 -0 CJ) Mff ~ ..K)BNO __ ~ -"-------, 1 OF 1 Et (~\I (-~I '"-.. __ / '-.._/ G G (t(·l _/ (-,\ ' ) "-_j fN 1d , 1' XclN{I !"-) I • ·z__ . \ \ • I '-.__./ C~'. _,J () (-) "-_) ~ --:-. 1; .~ .' ·. ' I :: I EB c ·,v '') ·"'. ' , . .'-i ;;-; 1 1:-:,.-:.- ~;::: '• ~ ;::, ,,-.. l:,1rii J L.' 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I / I // X\ I ,, I ------------· .. --"' ,, ,/ __ .. ,,,,,,,,,,.,,.,,." ,,.,," / ,, / ....... /// ,/·.;,'· MONROE AVENUE NE -----=---"7if l!I, I I I ---~--, ' ' I l ' ----2/· 111111 II I I i I i 1;; i; i;; ~~~TH; i1 i'1;; ;I ;I;;; i; 1i ;II '!!'!! l' 11 ! ·1--' l i;i ;I I •1 I I I• l I i -I ~ ~n 11. "' :'!' Q : ~i~ I! I I!! 1111 ! ' I I! 'II i 11 !111 Id II 1! 1•I '' j,i. I ,1,1 ' TOPOGRAPHIC SURVEY KRRV DEY, LLC 3513 Ne YT1I STREET RENTON, WA tl05' 1 I j NW 1/4, SE 1/4, SEC 09, TWP 23N, RNG SE, W.M. ~--=-,=-1~!"'!'."'"II .-· I ~ /.00··· .. " ss•t I --/i,j,< e I ~ ~j --·::-:~:~·~~ .. ! ~ 5 ~ Q_ ~ f! w z A PORTION OF THE NW 1/4, SE 1/4, SECTION 10, TOWNSHIP 23 N., RANGE 5 EAST, W.M., C1TY OF RENTON, WASHINGTON \ \ \ \ \ ITREE TO BE J RETAINED AND , PROTECTED DURING ~ I CONSTRUCTION (TYP.) · ' I / ,..., .. / / _.,, ,//,·;,y _,.,,-cco"'> , / \, / ?¢'' ~~,<:::. , ------ -o' <,."f>y.' I \ \ I 'v Ii /./I! - 0~£,E~~RS JtENTON. w~- PHONB:'25-260,Mll CONTACT: DA.DIIU.OFPl!, I'.£. TRY TO SAVE TREES ~ DURING CONSTRUCTION, TO BE EVAULTEO BY CITY AU80R1ST AT TIME OF UTILITY INSTALLATION .----- )8( I I I ' ' ' ,, ~IJ' r ' y /1 i ' ' ' ' ' -[ill -----"® ! ' ' C><.> I ••• I ' ' ' .-:-· .. ' ' ' i~Ia~ -;s;+~'+-------7 , ____________ -, --- )<'- //,/~ ! ,~-~ I " I ~, u:-__ . ·"<, i,.i --- J ----· r,-,'""'""-"'"' j .-.. '. ,, .di~ -:_:L\.'."U-B~~--~ ----. -/ & -~ 1/1 \ 'I --;;'(::,f ---------------------J -/,~\,_ . ') I I +;~i-'1. el ~ ~ ,, \ ,,- ' i 99' ' ' " ' "'· I ~ ~ jl; I ., 22' St1AAED DRIVEWAY MID um.ITT EASEMENT (PRIVATE) @) ·/' __ / __ / __ _ ---Ht.1-- : '>& _I (ill / / ' ~I;,-a !© ~-' / -Jl c ;M / ,, _ ,/1 3 ~ ,/ '-J"'" ( _{,- ; t ,, /(-\ "f ' -'<-~(~-~,-----:: ~~::~:~~'~::,~t7c ___ ~~/! A_, --~-----~ 2911.53' _,/ ''< \t ,.../ ... ,. / ,, ~- ~.L ....... P.L • / / / / V CITY OF 9' RENTON f'lo•""'t/eul~-~ ·-~ -1..,p~ I;::.:.:.. I ~ ,,- ~ "" GRAPHIC SCA!£ ~ I inch ., 20 IHI 1 NE 7TH Sf-lORT Pl.ATS DONOOH HOMES I ENDURE INVESTMENTS, LLC TREE RETENTION PLAN 3513/3517 &3803 NE7thSTIEET i • I a i i ~ i . ' 0 • i i ~ I \ ~ m ii I ~Q ,1 i~ 11 1: i] ' i n i ' ~ • I • ~ ~ ~ 1 I liHi ! l i ' ~ ~la~ i;: li1 :: I 1"~ !! :u g ~i"' "' 0-< 0 ;i1111 i • z " ~ I 11 ~>~ IE > -< z -•t; . - ' \ <:? ? \ ?' . ' ~ \ ' -' +· --t-' ,.. __ ·-i I ,11!1 li ii 'I!) • \~ ~ l ~;oo i I t I ~~ ti ii I . A-·-·---·--· ·-·-· ~ ., _..,.-;_.---_. : • -• -------• L., __ ,-MIii!!-" I .. _...., ...... ----·-·-· ~st\- I .. f !s l ti .. ; 'I!) i l t a•l!l I ll d i !I •• • --! = I • -lj • d :I if I 4 I 9(j li·I! .. ,al!!I ,Ii) I I !I ti l ~· I i I -I I -I r ,. l. I ' .. I 15 i .. ~ Iii ,al!! i d i .-... · -·-.. _ .. --- I --~----------·-------------1---------: __ _ l33lliS HU 3N. 1 • -++------l===:::;::;::::::::;j __ -..... ' ·1 ~ iB ' I ' ' ' ~ .I I I ; ~ ' ' ~ . I I I t ' -1.1 ii ~ :1 15'" I 1. ' ' ' ~~ -z: 'l'c 4· -~ ~-~-· : [ , I r • a : . I ! L _______ :J RECEIPT EG00037708 BILLING CONTACT SCOTT DONO UGH HOMES INC 1745 NILE AVE NE RENTON, WA 98059 REFERENCE NUMBER FEE NAME I s15001131 I Tree Fee-in-Lieu REMAINING~~ as of April 30, 2015 MODULE CASE NUMBER FEE NAME -.. ... Permit 615001137 BLD -Building Permit Fee-2 BLD -State Building Code Fee ELEC-Combo Impact -Fire -SF Impact -Park -SF TRANSACTION TYPE I Fee Payment / Transaction Date: April 30, 2015 PAYMENT METHOD I Credit Card SUB TOTAL TOTAL AMOUNT PAID $3,870.00 $3,870.00 $3,870.00 REMAINING BALANCE $3,121.80 $4.50 $100.00 $495.10 $1,441.29 Impact -Transportation Single Family $2,214.44 MECH-Combo $175.00 PLUM-Combo $175.00 SCHOOL -Renton Impact Fee -SF $5,541.00 Technology Fee $168.03 815001137 SUB TOTAL $13,436.16 TOTAL REMAINING $13,436.16 Printed On: April 30, 2015 Prepared By: Laureen Nicolay Page 1 of 1 MONS{/ U E S i ,i N February 13, 2015 City of Renton Planning Department DONOGH CJ H U 1. i e CITY OF f\ENTON RECEIVED FEB 1 3 2015 BUILDING DIVISION Re: NE 7th Street Short Plat & NE 7th Street Short Plat North I f.l!~~!nffl!l:il~, LUA 13-000514, LUA 13-000867, LUA 13-001131 Dear Planner, This letter is intended to be a narrative of revised tree retention and replacement agreements between Scott Donogh Homes and The City of Renton. The short plats listed above had specified trees to be retained and unfortunately many trees were removed due to conflicts with building structure and utilities. These trees to be retained and were removed are all accounted for and will be replaced with 18" caliper replacement per tree, with one exception of a 12" replacement. The Tree Replacement Plan is intended to be an overview of the short plats listed above illustrating trees removed, trees removed intended to be retained and replacement trees. Per the Tree Replacement Plan, there are (9) trees that have been removed with an 18" caliper replacement and (1) tree with a 12" caliper replacement due to its poor health. Altogether the total tree caliper to be replaced is 174" that is being replaced in a variety of methods. First, the required street trees (2 trees at 2" caliper) required for the short plat have been upsized to 3" for a total of 24 trees upsized adding 24" of caliper replacement. Second, additional trees have been planned on the plats at a 3" caliper (36 trees at 3"=108") as well as a 2" caliper (21 at 2"=42") for a grand total of 174" of tree caliper replacement. Also submitted along with the Tree Replacement Plan are the revised Landscape Plans for each lot affected and a Tree Retention Worksheet that covers all four plats. Please see the next page for all the items submitted per short plat. 2806 NE Sunset BLVD #F, Renton. WA 98056 I Tel: 206.612.8647 I info@monsefdesign.com I 'i;\•r·v rn,1,:s.;i'1i%!'.JII v)m • DONOGH :) Below is a list of items included with this submittal by plat: LUA 13-000496 I) (I) 24x36 Tree Replacement Plan 2) (2) 8xl I Landscape Plans Per Lot-2W, 3W, 4W 3) (2) Tree Retention Worksheet 4) (2) Narrative Letter-This document LUA 13-000514 I) (I) 24x36 Tree Replacement Plan 2) (2) 8xl I Landscape Plans Per Lot -2M, 3M, 4M 3) (2) Tree Retention Worksheet 4) (2) Narrative Letter -This document LUA 13-000867 I) (I) 24x36 Tree Replacement Plan 2) (2) Sxl 1 Landscape Plans Per Lot-2E, 3E, 4E 3) (2) Tree Retention Worksheet 4) (2) Narrative Letter -This document LUA 13-001131 I) (1) 24x36 Tree Replacement Plan 2) (2) Sxl I Landscape Plans Per Lot -2, 3, 4 3) (2) Tree Retention Worksheet 4) (2) Narrative Letter -This document Sin~ere:;I Yl , !/ I . 1.·a·1. , ; f/1 ' ' ' ' . ' ' Paul j\f1on f, Member Mons I fL onogh Design Group, LLC 2806 NE Sunset BLVD #F, Renton, WA 98056 I Tel: 206.612.8647 I info@monsefdesign.com I 'iNNI r>H:n·;c,ii2si<:.J<1 cnrn City of Renton TREE RETENTION WORKSHEET 4-ror/AL--'\?l.A---rS L-VA \"r-<!><!>04'1/t I l-UAl~ 000514, t.»A \:i-ooD~'1l<>/ Un\ \"9D\l'?7\ 1. Total number of trees over 6" iri diameter1 on project site: 1. j ( trees 2. Deductions: Certain trees are excluded from the retention calculation: Trees that are dead, diseased or dangerous2 ~ trees Trees in proposed public streets -trees Trees in proposed private access easements/tracts * trees Trees in critical areas3 and buffers trees Total number of excluded trees: 2. 0(.Q trees 3. Subtract line 2 from line 1: 3. (.Q \ trees 4. Next, to determine the number of trees that must be retained 4 , 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. -~( ..... ~.,___ trees 5. List the number of 6" or larger trees that you are proposing;_ to retain4 : 8 trees 6. Subtract line 5from line 4for trees to be replaced: 6. lO trees (tt line 6 is less th~"'· No replacement trees are required). 7. Multiply line/6 $._.um~r of required replacemen;_ inc~8Q ~ llle,alr inches 8. Proposed size of trees to meet additional planting requirement:0 t\ (Minimum 2" caliper trees required) 8. -~.Le_:;.,,._ ___ inches per tree 9. Divide line 7 by line 8 for number of replacement trees6 : (if remainder is .5 or greater, round up to the next whole number) 9. _-_q,:___v ___ trees 1• Measured at chest height 2. Dead, diseased or dangerous trees must be certified as such by a forester, registered landscape architect, or certified 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 (RMC). 4• Count only those trees to be retained outside of critical areas and buffers. s. The City may require mocflflcation of the tree retention plan to ensure retention of the.maximum number of trees per RMC 4+130H7a &. Inches of street trees, inches of trees added to critical areas/butters, and inches of treas retained on site that are less than 5· but are greater than 2~ can be used to meet the tree replacement requirement. H:\CED\Data'Forms-Tcmpla[CS\Sclf.Help Handouts\Planning\Tree.RetemiooWod'.:sbo:':l'..doc 12/08 Denis law Mayor January 13, 2015 TO WHOM IT MAY CONCERN: Department of Community and Economic Development C.E.'Chlp'Vlncent, Administrator Subject: New Plats and Short Plats in the City of Renton Please see attached new plats, short plats and multi-building developments that have recently been addressed. Some of these have been recorded and I am supplying a list on new parcel numbers with the new addresses. If the plat is not recorded (NR), I am only giving you the plat map with the new potential addresses written on it. Please add these addresses to your City directories and maps. 2001 Union Short Plat (NR) NE 7'h North Short Plat NE 7'h East Short Plat NE 7'h West Short Plat Avana Trails AKA Fleldbrook Commons Cascade Greens Short Plat (NR) La Rosa Meadows Plat (NR) Limelight Short Plat (NR) Maplewood Park East (NR) Merlino Short Plat (NR) Renton 7 Short Plat (NR) Shattuck West Short Plat Stevens Point Short Plat (NR) Whitman Court Town homes (NR) Sincerely, ·1 /,1)~:-d· / ~an Conklin Energy Plans Examiner Development Services Division Telephone: 425-430-7276 #1:platadd 3307i(Lord Short Plat (NR) NE 7 North Phase 2 (NR) Ne 7'h Middle Short Plat NE 24111 3 lot Short Plat (NR) Carpenter Short Plat (NR) Kline Stromberg Short Plat (NR) Lim Short Plat (NR) Lund Lotline Adjustment May Creek Court Short Plat (NR) Piper's Bluff Plat (NR) Rylee's Place Plat (NR) Sheldon Short Plat (NR) Woodebridge Lane Plat (NR) ZK Short Plat (NR) Renton City Hall • 1055 South Grady Way • Renton,Washington 98057 • rentonwa.gov F'"' UI 1111 5 ~!j ;u~ oz~ "~~ "'~..'.. ~~-i ·i /;i~ !l' i r..z j Oo •• 1 :1 --~~ ~ ~:] '!1 ~ ~ !J ~ I ! if-;. f D1f':1/ Rill51"))S/·u1 ,_JJ L~ uu :-?J ~? ;:2_ (c;;i/ [lOl ~· i: &dV UOl[,fAl(J /Ji ·/I 1 .lL,cF 0:j.U~8 :lO A:J!O /I/I:=--; --wes~ ~r C....u f"OfmON OFTI-iE NW 114, SE 114, seCTtOH 10, TOWNSHIP 2JN, RANGE5EAST, W.M.., CRY OF RENTON, WASHINGTON ~f ~ / ·_.::·-; ~e ,• S~<T ~<fQ9~?a:,a:, 2- ,• i ....... --. ... .....!.~---+ :r:= j_ ·-.--~ 'r•---· d-_E''cti"'?i:rr 1 >Jif'!i.::a'I. ------.- 13-60oct~ --"""'"~-----_ .. ______ _,..,"' _,,..tiw::T ___ ..__o,IIIJ,. ___ -.itt_TO_ -ie~·--l/llll.-_,,..MI __ TMI __ IO --UTUlllll--""~--.. -.-LDIIIII---.------ o/20 ., \_ I ' t· ' • ,. . k·z1?:£1¥.1'J~~ ' . . . _ ... ,.._ -·-----l\ ii~ ..... •\ '11' ~# ' \ 'i .,. : '--, ! ' i: ( ----I! *'1 .:)'. / J , "I (_) 6) \ '/-¢_ ,_,..\ \j l,J ,,~ '.,,~, ~~0 Rd> rJi11 \ 8'0 I /tD ot7-/ ( 7:Plllllll~I orz.LC ~ -9 ·: 'Yi,".; .... ('\.,......... 0 . , !· ~ !1 \~ \\~,:-.,.. : -. . I '-, I. ,!i ~-I m · •• / \ I 012-77 (</ > • I :1 .p ,1 t..":.ii S:. \ I --, -. 'C/;(' .. :1 ~ ... 4l· "j_ ... ~-. '-k ---·-- .,y \ ~;. \ I \ I ---...... _____ __.., J'"'- '"-\.. I ?' CONTACT INFORMATION Ov.NtR / O(vEi.OP(R:: DONOGH HOMES, INC. (NCIN££~: ~VEYOR: L[GAl Dt5CR1PT1DN: ATTM: SCOTT DOHOOH 17.45 NILE A\ll!NLIE NE ---OFRCEPHONf: ztl&.no-G114 ).,a 1 a :z.:a:atm Dm! ENGINEERS, PUC ATIH: DARRl!1.L. 0FFE. PE 13Vll sotm-1&\ST 19TH PlACE RENTON., WASHINGTON NOSll-7132 OFF1CI! NUMll!R.: ~12 FAX NUMBER: 425-NI-OZ92 --SITE SUfNE'I' & MAPPING., INC. ATTN:TDM WOLDENDORP, PlS 10115214TH AVENUE NE REDMDNO, WA!IHINttTON II05J Off1CE HUMBER: 42WIM412 LOT 10, 81.DCK 2, STEWM1'8 HIOHI.ANO ACA!! 1RACT8, ACCORDIN8 lU lHE Pl.AT 1MEREOF RECORDED IN \IOl.lll,tE 4l ~ l"tAts. PAGE 17, RECORDS OF KING COUNTY, WAIHll«lTON BltUATE IN THE COUNTY Ol' KINO,. ITAll OF WASHINOTON. ADDRESS: JSIJ NE 7th STREET, RtNTtlN,WA 98056 KING COUl,IJY PAAcnf: BOl 110-0120 m_ GRAhl/CSC/11£ ,._ -- ? 5 I 3 /C./1:F 7 ~ sr-. ., /-/' ?~~-~~~/ ,. .. ffi ~al ~ I, ; !31,r - ~1·11 ~·' i [ ' I' j ~ ti I-<I. ~ ;IE :, 0 ff i ~ :c ;;; i "' ~ I- "' :x: w C) <I. == 0 w £ z t:: ,._ 0 Cl) w 0 z ~ & --"""" --------1 ~ 1 • PIO PSTLADDRI p.,, LCllY PSTLSTATE PSTLZIPS PSTLZIP4 l'LATLOT 8011100120 680 Olymp Renton WA 98056 3846 1 8011100121 674 Olymp Renton WA 98056 3846 2 8011100122 668 Olymp Renton WA 98056 3846 3 8011100123 3511 NE Gt Renton WA 98056 3846 4 .• .. -... ., .. -.. -• -Ii -iii - DENSITY WORKSHEET City of Renton Planning Division 1055 South Grady Way-Renton, WA 98057 Phone: 425-430-7200 Fax: 425-430-7231 1. Gross area of property: 1. '2.fd 650 square feet I 2. Deductions: Certain areas are excluded from density calculations. These include: Public streets** Private access easements** Critical Areas* Total excluded area: 3. Subtract line 2 from line 1 for net area: 4. Divide line 3 by 43,560 for net acreage: 5. Number of dwelling units or lots planned: --~~~ square feet 7 06? square feet _______ square feet 2. 7t6ff3 square feet 3. -ZO ·7 73 square feet 4. () · 4 77 acres 5. ___ 4_· __ units/lots ---.. ---.. -" -ii ! 6. Divide line 5 by line 4 for net density: 6. 8 r -J? = 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. Q C:\Documents and Setlings\Darrell\My Documents\Downloads\density.doc -I -03/08 PLANNING DIVISION WAIV-. 'OF SUBMITTAL REQUI., MENTS FOR LAND USE APPLICATIONS i:J~~d;t:iflRlg~i~of,W~~ D~tjit~tibii ;,; ;,;,;,;,;,;,; ;,;,; ;,;,;, ,:,,,:,:n Density Worksheet 4 · tjr~!~~ge Ji~nir?i P.llii11 ~ · •·· · • .• • ····: •• ;: · .> ;;.;: • . :: ; .. ;. · Drainage Report 2 Master Application Form 4 M@~rrw4t~~r1~:t1m~:p~f~g@fffi~r11;,,::m,:::r::::n Neighborhood Detail Map 4 f\~~im~i::~it@mti~~~:.f'~~m~p~p1~:j~,f~t~:~:::::,: Plan Reductions (PMTs) 4 Planning Division This requirement may be waived by: 1. Property Services 2. Public Works Plan Review PROJECT NAME: N'(;.. 7ti.-S/..k>P-ffLA T .JUL -2 (Qi.I 3. Building 4. Planning DATE: _---=(p'-+/_::.1-.....::.'7_,_/_,_J )"------, I H:\CED\Data\Forms-Templates\Self-Help Handouts\Planning\waiverofsubmittalreqs.xls 06/09 PLANNING DIVISION WAIVER . SUBMITTAL REQUIRr :NTS FOR LAND USE APPLICATIONS .\ :;; ·. LAND USJ;;: RERM:ff SUBMIUA[' ' ' •.• ' ,'. WA!V&( .• MODIFiED' /'·.=:(.:. = :..:· ·,= . REciu1Ri:MiaN'rs: .:: >:" :· · :· · . av:.•·'.: · · .· • a>t/ PlatName Reservation 4 ' IHeappi,ciaboFl.Meei1ng:Sumtn~r-y4····:·:; •• ;.; •••••••••••••••••••• Public Works Approval Letter, Rehi~b:11ttal1CJn Ptant•' UUUU:UU,: YU UUU,U!UU! U UJU:UUU: Screening Detail 4 Wetlands Report/Delineation 4 !i'.\/~~,~~i.L,.,,,,,,,,,,,,,,,,,,,,,,,.,., ... ,,.,, .. ,,,,,,,,,,,,,,,,,,,,,,,.,,,.,,.,.,,,, ,,,. Applicant Agreement Statement 2 AND' Inventory of Existing Siles 2 AND 3 Lease Agreement, Draft 2 AND 3 Map of Existing Site Conditions 2 AND 3 Map of View Area 2 AND 3 Photosimulations 2 AND 3 This requirement may be waived by: 1. Property Services PROJECT NAME: NE:. 7 t,. sWo(2_,r PLAT 2. Public Works Plan Review 3. Building 4. Planning ;:; '·:~ :...~~j~_,1:..>;;-;:': .c:e-c::1v1::o .!UN I 7 201" H:\CED\Data\Forms·Templates\Self-He!p Handouts'Planning\waiverofsubmittalreqs.xls DATE: d v Nf. t2 7 ~ ' 1 =? 06/09 ' ,:-------, ' Bl ' ' ' I I ' ' ' I ' I I ' .-_, ' . ' I ' I ~-' I sl ' ·~ ~ ' I I 2. -' ~~ ' ' ' .5.1 ' I sl 'I -~ I: I I! I I ... , t:-1 ~ 1i . .,._._, ' ' ~ ' ' Bl ' I I ii ! ' ' ' ' I • 1 .NE 7TH STREET -------------+--------------1-------------.---1 I -ll l!Jii , "' ! n I I --I "' I~ I i l!I •• l!ii Ii I • -' -i i• ll I• i l!I ;i B • 111•• B ( 11 Ii Department of Community a Economic Development Permit lnformr1tio11 Permit Name: NE 7th Short Plats j IVR Number: 13005322 Address/location: 3517 NE 7TH ST Permit Type: Engineering Permit Work Class: Construction Parcel Number: 8011100120 Application Date: 10/08/2013 11/07/2013 05/06/2014 Issue Date: Expiration Dale: Inspector: Dan Thompson (DO NOT USE) Plan Reviewer: Rohinl Nair 425-430-7298 Description: Construct water sewer and storm for 3 NE 7th Street Short Plats. (OlltrlCtS. BIiiing Type Name Address Phone X Applicant KYLE MILLER PO BOX 908 B: (425) 432-5932 KRRV DEVELOPMENT LLC RAVENSDALE, WA 98051 X Contact Darrell Offe 13932 SE 159TH PL B: (425) 260-3412 Offe En•lneers PLLC RENTON, WA 98058-7832 Contractor JEFF & CAROLYN DENNIS PO BOX 658 B: (253) 863-1208 DENNY'S EXCAVATING JNC SUMNER, WA 98390 C: (253) 381-9096 Construction Contractor: DENNVEI033DS Business License Number: BL.036546 Owner Charles Swltzler 3517 NE 7TH ST RENTON. WA 98056 Owner scan DONOGH HOMES INC 1745 NILE AVE NE B: (206) 793-9424 RENTON. WA 98059 H: 12061 730-0114 Owner KAREN CARLSON 3354 W AMES LAKE PL NE RENTON, WA 98052 Party of -Stirn 22661148TH AVE SE Record KENT. WA 98042 Party of Bob Gevers 900 KIRKLAND AVE NE B: [425) 255-8816 Record RENTON. WA 98056-3807 Party of Mike Moran 671 PIERCE CT NE H: (206) 498-8619 Record RENTON WA 98056 Genc>ral Condihons & Sir.nature • Permission Is hereby given for the work described on this permit according to the conditions hereon and according to the approved plans and specifications pertaining thereto, subject to compliance with the Ordinance of the City of Renton , • This permit and plans must be posted at the Job site at all times. • I hereby certify that no work Is to be done except as described above and In approved plans, and that work Is to conform to Renton codes and ordinances. • Call (425) 430-7203 or go to: www.MyBulldlngPenmlt.com one working day In advance to schedule an Inspections and for ANY work In the Right of Way. • Call 8 11 to locate underground utilities at least two full business days prior to any excavation . • In accordance with RCW 19.122.033(4) the permit h<Mer Is required to contact (WIiiiams Northwest Pipeline at 425.868.1010) (Olympic Pipeline at 206.510.0575)(Puget Sound Energy at 425.457.5816) to request a consultation with the transmission pipeline company prior to performing any construction or excavation activities . This requirement to consult with the transmission pipeline company Is In addition to the requirement to Call before You Dig as required In RCW 19.122. (Signature) (Date) THIS PERMIT AND PLANS MUST BE POSTED AT THE JOB SITE AT ALL TIMES Page 1 of 1 Lot Closure Report -Lot: ENTIRE PARCEL WEST file-C: \Users\Eric Jorgenson\Desktop\Site\2013\ l 3037KRRV-MILLER\SP\West\5-4-2014\SP 1303 7KRRV West.msj\lc_ENTJRE PARCEL WEST.txt Tuesday, May 13, 2014, 8:I0:44a.m. Starting location (North, East)= ( 183370.04, 1309548.06 ) (In the table below, the Length of Curves refers to the chord length. and the Bearing of Curves refers to the chord bearing.) Leg Segment Bearing Length Front End_ Northing End_ Easting ------------------------------------------ I Line S88°49'07"E 95.96 No 183368.06 1309644.00 2 Line S00°10'15"E 298.67 No 183069.40 1309644.89 3 Line N88°5 l '36"W 95.97 No 183071.30 1309548.94 4 Line N00°10'04"W 298.74 No 183370.04 1309548.07 Ending location (North, East)= ( 183370.04, 1309548.07) Total Distance : 789.34 Total Traverse Stations : 5 Misclosure Direction : S77°42'44"W (from ending location to starting location) Misclosure Distance : 0.00 Error of Closure : 1: l 78503. l Frontage : 0.00 Frontage/Perimeter : 0.0 percent AREA : 28656.806 sq. ft. (straight segment added to close traverse) = 0.657870 Acres *********** Lot Closure Report -Lot : LOT I W file-C: \Users\Eric Jorgenson\Desktop\Site\2013\1303 7KRRV-MILLER\SP\ West\5-4-2014\SP l 3037KRRV West.msj\lc_LOT JW.txt Tuesday, May 13, 2014, 8:0l:02a.m. Starting location (North, East)= ( 183370.04, 1309548.06) (In the table below, the Length of Curves refers to the chord length. and the Bearing of Curves refers to the chord bearing.) Leg Segment Bearing Length Front End_ Northing End_ Easting ------------------------------------------ 1 Line S88°49'07"E 95.96 No l 83368.06 1309644.00 2 Line S00°10'15"E 70.02 No 183298.04 1309644.21 3 Line N88°49'07"W 95.96 No 183300.02 1309548.27 4 Line N00°]0'04"W 70.02 No 183370.04 1309548.06 Ending location (North, East)= ( 183370.04, 1309548.06) Total Distance : 331.96 Total Traverse Stations : 5 Misclosure Direction : S89°49'50"W (from ending location to starting location) Misclosure Distance : o.oo· Error of Closure : I :88898.8 Frontage : 0.00 Frontage/Perimeter : 0.0 percent AREA : 6717.117 sq. ft. (straight segment added to close traverse) = 0.154204 Acres *********** [ot Closure Report -Lot : LOT 2W file-C: \Users\Eric Jorgenson\Desktop\Site\2013\ 13037KRRV-MILLER\SP\ West\5-4-2014\SP 13037KRRV West.msj\lc_LOT 2W.txt Tuesday, May 13, 2014, 8:03:09a.m. Starting location (North, East)= ( 183300.02, 1309548.27) (In the table below, the Length of Curves refers to the chord length. and the Bearing of Curves refers to the chord bearing.) Leg Segment Bearing Length Front End_Northing End_ Easting ------------------------------------------ I Line S88°49'07"E 95.96 No 183298.04 1309644.21 2 Line S00°10'15"E 63.02 No 183235.03 1309644.39 3 Line N88°49'07"W 95.96 No 183237.00 1309548.45 4 Line N00°10'04"W 63.02 No 183300.02 1309548.27 Ending location (North, East)= ( 183300.02, 1309548.27) Total Distance : 317.96 Total Traverse Stations : 5 Misclosure Direction : S89°49'50"W (from ending location to starting location) Misclosure Distance : 0.00 Error of Closure : I :94607. 7 Frontage : 0.00 Frontage/Perimeter : 0.0 percent AREA : 6045.609 sq. ft. (straight segment added to close traverse) = 0.138788 Acres *********** Lot Closure Report -Lot : LOT 3W file-C: \Users\Eric Jorgenson\Desktop\Site\20 I 3\l 3037KRRV -MILLER\SP\ West\5-4-2014\SP 1303 7KRRV West.msj\lc_LOT 3W.txt Tuesday, May 13, 2014, 8:04:34a.m. Starting location (North, East)= ( 183237.0 I, 1309548.45 ) (In the table below, the Length of Curves refers to the chord length. and the Bearing of Curves refers to the chord bearing.) Leg Segment Bearing Length Front End_Northing End Easting ------------------------------------------ I Line S88°49'07"E 95.96 No 183235.03 1309644.39 2 Line S00°10'15"E 83.02 No 183152.01 1309644.64 3 Line N88°49'07"W 95.97 No 183153.99 1309548.69 4 Line N00°10'04"W 83.02 No 183237.01 1309548.45 Ending location (North, East)= ( 183237.01, 1309548.45) Total Distance : 357.97 Total Traverse Stations : 5 Misclosure Direction : S87°44'45"E (from ending location to starting location) Misclosure Distance : 0.01 Error of Closure : 1:64212.3 Frontage : 0.00 Frontage/Perimeter : 0.0 percent AREA : 7965.027 sq. ft. (straight segment added to close traverse) = 0.182852 Acres *********** Lot Closure Report -Lot : LOT 4W file-C: \U sers\Eric Jorgenson\Desktop\Site\2013\13037KRRV-MILLER ISP\ West\5-4-2014\SP 13037KRRV West.msj\lc_LOT 4W.txt Tuesday, May !3, 2014, 8:08:24a.m. Starting location (North, East)= ( 183153.98, 1309548.69) (In the table below, the Length of Curves refers to the chord length. and the Bearing of Curves refers to the chord bearing.) Leg Segment Bearing Length Front End_ Northing End_ Easting ------------------------------------------ Line S88°49'07"E 95.97 No 183152.00 !309644.64 2 Line S00°10'15"E 82.61 No 183069.40 1309644.89 3 Line N88°5 l '36"W 95.97 No 183071.30 1309548.94 4 Line N00°10'04"W 82.68 No 183153.98 1309548.70 Ending location (North, East)= ( 183153.98, 1309548.70) Total Distance : 357.23 Total Traverse Stations : 5 Misclosure Direction : S75°55'44"W (from ending location to starting location) Misclosure Distance : 0.00 Error of Closure : 1: 123920.2 Frontage : 0.00 Frontage/Perimeter : 0.0 percent AREA : 7929.151 sq. ft. (straight segment added to close traverse) = 0.182028 Acres *********** • Return Address: City Clerk's Office City of Renton 1055 South Grady Way Renton, WA 98057 Title: UTILITY EASEMENT Project File#: Property Tax Parcel Number: 801110-0120 Street Intersection or Project Name: NE 7th West Short Plat Reference Number(s) of Documents assigned or released: Additional reference numbers are on page __ . Grantor(s): Grantee(s): l. Scott Donogh Homes, Inc., l. City of Renton, a Municipal Corporation a Washington Corporation The Grantor, as named above, for or and in consideration of mutual benefits, hereby grants1 sells and delievers to the above named Grantee, the following described personal property now located at: LEGAL DESCRIPTION: A PORTION OF LOT 10, BLOCK 2, STEWART'S HIGHLAND ACRE TRACTS, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 43 OF PLATS, PAGE 17, IN KING COUNTY, WASHINGTON; THAT PORTION BEING MORE FULL DESCRIBED IN EXHIBIT "A". ALL SITUATE IN THE SOUTHEAST QUARTER OF SECTION 9, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN THE CITY OF RENTON, KING COUNTY, WASHINGTON. Additional legal (EXHIBIT "A") is on page 4 of document. Utility Easement Page I of5 FORM 03 0013/bh/CA2-21-97 That said Grantor(s), for and in consideration of mutual benefits, do by these presents, grant, bargain, sell, convey, and warrants unto the said Grantee, its successors and assigns, an easement for public utilities (including water, wastewater, and surface water) with necessary appurtenances over, under, through, across and upon the following described property (the right-of-way) in King County, Washington, more particularly described on Exhibit "A". For the purpose of constructing, reconstructing, installing, repairing, replacing, enlarging, operating and maintaining utilities and utility pipelines, including, but not limited to, water drainage lines, 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. Granter 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. Granters 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, Granter will warrant and defend the sale hereby made unto the Grantee against all and every person or persons, whomsoever, lawfully claiming or to claim the same. This conveyance shall bind the heirs, executors, administrators and assigns forever. 1ij IN WITNESS EREOF, s "d Granter has caused this instrument to be executed this I;;) day of Tu,,lE 2011_. Utility Easement Page 2 of5 FORM 03 00!3/bh/CAl-21-97 Notary Seal must be within box Utility Easement Form 84 0001 bh CORPORATE FORM OF ACKNOWLEDGMENT STATE OF WASHINGTON ) 55 COUNTY OF KING ) On this Jo)"Tliday of :I""utJE , 201!:/_, before me personally appeared Q~arr T)o 1'J O<:i H to me known to be :Pg.es, o~~ of the corporation that executed the within instrument, and acknowledge the said instrument to be the free and voluntary act and deed of said corporation, for the uses and purposes therein mentioned, and each on oath stated that he/she was authorized to execute said instrument and that the seal affixed is the corporate seal of said corporation. 4~-- Notary Public in and for the State of Washington Notary (Print) M ILHE.LL.c L -CHOATE. oq /, w I oX:>1 ::1- Page 3 of5 FORM 03 0013/bh/CA2-21-97 EXHIBIT A LEGAL DESCRIPTION EASEMENT LEGAL DESCRIPTION A PORTION OF LOT 10, BLOCK 2, STEWART'S HIGHLAND ACRE TRACTS, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 43 OF PLATS, PAGE 17, IN KING COUNTY, WASHINGTON, SAID PORTION BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS; BEGINNING AT THE NORTHWEST CORNER OF SAID LOT 10; THENCE, ALONG THE SOUTH MARGIN OF NORTHEAST 7TH STREET, S88"48'49"E 26.01 FEET; THENCE S00"09'46"E 180.59 FEET; THENCE, ALONG A CURVE TO THE LEFT HAVING A RADIUS OF 23 FEET, A DISTANCE OF 35.59 FEET THROUGH A CENTRAL ANGLE OF 88"39'03"; THENCE S88"48'49"E 47.50 FEET, MORE OR LESS, TO THE EAST BOUNDARY OF SAID LOT 10; THENCE, ALONG SAID EAST BOUNDARY, S00"09'57"E 26.01 FEE"[; THENCE N88"48'49"W 95.97 FEET, MORE OR LESS, TO THE WEST BOUNDARY OF SAID LOT 10; THENCE, ALONG SAID WEST BOUNDARY, N00"09'46"W 241.07 FEET, TO THE POINT OF BEGINNING 21923 NE 11th Street Sammamish WA 98074 SITE PROJECT# 13-037W PAGE4 OF5 Phone: 425.298.4412 N w s GRAPHIC SCALE 25 0 ~---~ 25 I 1 INCH =50 FT. EXPIRES· 7-10-2015 www.sitesurve ma in .com E 50 I EXHIBIT B MAP NE 7TH STREET N88°48'49"W 95.96' WATER EASEMENT N88°48'49'W 26.01' LOT 1 6,717 S.F. (0.154 ACRES) N88°48'49"W 95.96 LOT2 6,046 S.F. (0.139 ACRES) N88°48'49"W 95.96 LOT3 7,965 S.F. (0.183ACRES) LOT4 7,929 S.F. (0.182 ACRES) 95.97' 21923 NE 11th Street Sammamish WA 98074 ._, 0 i:::, " CP ~ 0 " ------ z 0 =--0 "' oi ._, ~ SITE PROJECT# 13-037W PAGES OF 5 Phone: 425.298.4412 ... Return Address: City Clerk's Office City of Renton 1055 South Grady Way Renton, WA 98057 Title: UTILITY EASEMENT Project File #: Property Tax Parcel Number: 801110-0120 Street Intersection or Project Name: NE 7th West Short Plat Reference Number(s) of Documents assigned or released: Additional reference numbers are on page __ . Grantor(s): Grantee(s): 1. Scott Donogh Homes, Inc., 1. City of Renton, a Municipal Corporation a Washington Corporation The Grantor, as named above, for or and in consideration of mutual benefits, hereby grants, sells and delievers to the above named Grantee, the following described personal property now located at: LEGAL DESCRIPTION: A PORTION OF LOT 10, BLOCK 2, STEWART'S HIGHLAND ACRE TRACTS, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 43 OF PLATS, PAGE 17, IN KING COUNTY, WASHINGTON; THAT PORTION BEING MORE FULL DESCRIBED IN EXHIBIT "A". ALL SITUATE IN THE SOUTHEAST QUARTER OF SECTION 9, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN THE CITY OF RENTON, KING COUNTY, WASHINGTON. Additional legal (EXHIBIT "A") is on page _ _,4'---of document. Utility Easement Page I of5 FORM 03 0013/bh/CA2-21-97 • That said Grantor(s), for and in consideration of mutual benefits, do by these presents, grant, bargain, sell, convey 1 and warrants unto the said Grantee, its successors and assigns, an easement for public utilities (including water, wastewater, and surface water) with necessary appurtenances over, under, through, across and upon the following described property (the right-of-way) in King County, Washington, more particularly described on Exhibit "A". For the purpose of constructing, reconstructing, installing, repairing, replacing, enlarging, operating and maintaining utilities and utility pipelines, including, but not limited to, storm drainage lines, 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. Granter 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. Grantors 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, Grantor will warrant and defend the sale hereby made unto the Grantee against all and every person or persons, whomsoever, lawfully claiming or to claim the same. This conveyance shall bind the heirs, executors, administrators and assigns forever. :nt IN WITNESS WH OF, said Gr as caused this instrument to be executed this\:;) day of .::Iot-:ie 20_11. Utility Easement Page 2 of 5 FORM 03 0013/bh/CAZ-21-97 Notary Seal must be within box Utility Easement Form 84 0001/bh CORPORATE FORM OF ACKNOWLEDGMENT STATE OF WASHINGTON ) SS COUNTY OF KWG ) On this I ;;;,1 day of :::I0i,::iC: . 20ft before me personally appeared ~~C=7H tome known to be of the corporation that executed the within instrument, and acknowledge the said instrument to be the free and voluntary act and deed of said corporation, for the uses and purposes therein mentioned, and each on oath stated that he/she was authorized to execute said instrument and that the seal affixed is the corporate seal of said corporation. ~ Notary Public in and for the State of Washington Notary {Print) Mtc.ttflf £ L. (.HOA'T€ My appointment expires: CY / 1 Cp/ o>OI :q. • Dated: £ / o> Page 3 of5 FORM 03 0013/bh/CA2-21-97 EXHIBIT A LEGAL DESCRIPTION EASEMENT LEGAL DESCRIPTION A PORTION OF LOT 10, BLOCK 2, STEWART'S HIGHLAND ACRE TRACTS, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 43 OF PLATS, PAGE 17, IN KING COUNTY, WASHINGTON, SAID PORTION BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS; BEGINNING AT THE NORTHWEST CORNER OF SAID LOT 10; THENCE, ALONG THE SOUTH MARGIN OF NORTHEAST 7TH STREET, S88"48'49"E 10.50 FEET; THENCE S00"09'46"E 133.04 FEET; THENCE S03"35'23"E 70.24 FEET; THENCE S88"48'49"E 72.04 FEET, MORE OR LESS, TO THE EAST BOUNDARY OF SAID LOT 1 O; THENCE, ALONG SAID EAST BOUNDARY, S00"09'5T'E 25.01 FEET; THENCE N88"48'49'W 95.97 FEET, MORE OR LESS, TO THE WEST BOUNDARY OF SAID LOT 10; THENCE, ALONG SAID WEST BOUNDARY, N00"09'46'W 241.07 FEET, TO THE POINT OF BEGINNING 21923 NE 11th Street Sammamish WA 98074 SITE PROJECT# 13-037W PAGE 4 OF 5 Phone: 425.298.4412 w N s GRAPHIC SCALE I! 25 0 25 50 i-..•;• I I 1 INCH =50 FT. EXPIRES: 7-10-2015 STORM EASEMENT EXHIBIT B MAP "' CD 0, ~ 0, "' "' °' NE 7TH STREET N88°48'49"W 95.96' 1<:Z<!'-::,,._ N88"48'49"W 10.50' LOT1 6,717 S.F. (0.154 ACRES) N88°48'49"W 95.96 LOT2 6,046 S.F. (0.139 ACRES) N88°48'49"W · 95.96 LOT3 7,965 S.F. (0.183 ACRES) S35"04'32"E 16.12' N88°48'49"W 95.97' S88°48'49"E S88'48'49"E LOT 4 7.929 S.F. (0.182 ACRES) 95.97' 21923 NE 11th Street Sammamish WA 98074 0, "' 0 "o! z 0 -0.- 0 0 CD oi " :'E SITE PROJECT# 13-037W PAGES OF 5 Phone: 425.298.4412 Denis Law Mayor June 10, 2014 Mr. Kyle Miller KRRV Development Post Office Box 908 Ravensdale, WA 98051 RE: NE 7'h Street Plat 3506 NE 7'h Street Dear Kyle: Community & Economic Development Department C.E."Chip"Vincent, Administrator Your request to defer the final lift of asphalt in NE 7'h Street from Pierce Place .NE to Pierce Court NE until October 31, 2015 has been approved by the city of Renton. As you know installing asphalt is dependent on appropriate weather conditions, therefore it may be necessary the final lift be in place before the end of summer 2015. In addition we will require drainage be maintained to the catch basins until the final lift of asphalt is applied. The method of drainage used must allow runoff to enter through the sediment .sock and any holes left in the catch basin to allow for such drainage must be grouted water tight before the final lift is applied. As a requirement of this deferral a security device in the amount of $48,000, which represents 150% of the estimated cost of the installation ofthese items, must be received by the city prior to recording of the short plat. • You have 14 days from the date of this letter to appeal the administrative determination in accordance with City code. Appeals are to be filed in writing, with the City Clerk and require a filing fee in the amount of $250.00. Appeals must be filed with the City Clerk before Tuesday, June 24, at 5:00 p.m. You may contact Jan Illian, Plan Reviewer, at (425) 430-7216 if you have any questions or need additional information. Sincerely, Jennifer Henning Planning Director cc: Chip Vincent, CED Administrator Gregg Zimmerman, Public Works Administrator Pat Miller, Inspection Supervisor Jan Illian, Plan Reviewer Bill WresselJ, Street Maintenance Manager Richard Marshall, Surface Water Maintenance Manager Renton City Hall .. 1055 South Grady Way ~ Renton, Washington 98057 • rentonwa.gov CITY OF RENTON DEPARTMENT OF COMMUNITY & ECONOMIC DEVELOPMENT MEMORANDUM Date: July 24, 2013 To: City Clerk's Office From: Stacy M Tucker Subject: Land Use File Closeout Please complete the following information to facilitate project closeout and indexing by the City Clerk's Office. ·p·~;ctNa-;;;;--···--···-__ N_E_7_t_h -S-tr-e-et_W_e_sts·h~rt pj~·t ; LUA (file) Number: LUA-13-000496, SHPL-A 1 Cross-References: ; AKA's: ·, I Project Manager: l Acceptance Date: ; Applicant: i Owner: , Contact: PIO Number: ; ERC Decision Date: I ERC Appeal Date: l Administrative Approval: i Appeal Period Ends: I Public Hearing Date: ; Date Appealed to HEX: · By Whom: l HEX Decision: I Date Appealed to Council: , By Whom: I Council Decision: i Mylar Recording Number: Elizabeth Higgins May 14, 2013 Kyle Miller Arthur & Gertrude Stirn Da rre 11 Offe 8011100120 June 4, 2013 June 18, 2013 Date: Date: · Project Description: Proposed 4-lot short plat subdivision of a 28,657 sf (0.66 a) parcel of land • located at 3513 NE 7th Street. The area is zoned Residential 8 and has a Comprehensive Plan Land Use designation of Residential Single Family. The action is administrative. There are no known · critical areas on or near the site, therefore, the proposed project is exempt from environmental · review. · 1 Location: 3513 NE 7'" Street ! Comments: ·---.. -.... =-·------------,..,. ....... , .. ,,. ... ,. ..... ~--....•. _ __,.... ___ ,.._ ........ --" -,._ .. Denis Law Mayor July 19, 2013 Darrell Offe Offe Engineers, PLLC 13932 SE 159th Place Renton, WA 98058 Department of Community and Economic Development C.E. "Ch ip"Vi ncent, Administrator SUBJECT: NE ih WestShortPla.t LUAB,000496, SHPL-A Dear Mr. Offe: This letter is to inform you that the appeal. period ended Ju_ne 18, 2013 for the Administrative Short Plat approval. No appeals were filed, therefore, this decision is final and you may proceed with the next step of the short plat process. The enclosed handout, titled Short Plat Recording, provides detailed information for this process. The advisory notes and conditions listed in the City of Renton Report & Decision dated June 4, 2013 must be satisfied before the short plat can be recorded. In addition, comments received from the Property Service.s Department in regard to the final plat sub_mittal are being forwarded for your consideration. These comments will guide you in the preparation of the short plat for recording. Furthermore, the Administrative Short Plat decision will expire two (2) years from the date of approval. If you are unable to file for recording within. the two-year time-frame, a single one (1) year extension may be requested in writing, pursuant to RMC 4-7-070. For questions regarding filing for recording of your short plat, as well as for submitting revised plans, you may contact Carrie Olson at (425) 430-7235. If you have· any questions regarding the report and decision issued for this short plat proposal, please call me at (425) 430-6581. Sincerely, Elizabeth Higgins Senior Planner , Enclosure: Submittal Requirenients-Short Plat Recording cc: SCott Oonogh Homes, lnC. / Owner(s) Kyle MBler -KRRV Development LLC / Applicant Stir_n, Mike Moran, Bob Gevers / Party(ieS) of Record · · Renton City Hall • 1055 South Grady Way • Renton, Washington 98057 • rentonwa.gov DEPARTMENT OF COMl\,uNITY AND ECONOMIC DEVELOPMENT ~ ~ r Cit)' or .. ··· .. ·. ------.1 {/s J1 r 0 JJ ADMINISTRATIVE SHORT PLAT REPORT & DECISION A. SUMMARY AND PURPOSE OF REQUEST REPORT DA TE: Project Name: Project Number: Project Manager: Owner: Applicant: Contact: Project Location: Project Summary: Exist. Bldg. Area SF: Site Area: June 4, 2013 NE 7th West Short Plat LUA13-000496; SHPL-A Elizabeth Higgins, Senior Planner Arthur and Gertrude Stirn; 3513 NE 7th St; Renton WA 98056 Kyle Miller; KRRV Dev, LLC.; P.O. Box 908; Ravensdale WA 98051 Darrell Offe; Offe Engineers; 13932 SE 159th Pl; Renton 98058 3513 NE 7th St; Renton WA 98056 The applicant has proposed subdividing a 0.66 acre property, located at 3513 NE 7th St, in the Highlands neighborhood of Renton, into 4 lots suitable for single-family residential development. The proposed action, a short plat, is an administrative process. The property is designated Residential Single Family in the City of Renton Comprehensive Land Use Plan and zoned Residential 8 (R-8). The proposed development density is 7.7 dwelling units per net acre. N/A Proposed New Bldg. Area (footprint): Proposed New Bldg. Area (gross): N/A N/A 28,657 gsf (0.66 acre) Total Building Area GSF: Project Location Map N/A Short Plat Report_ 13-000496 City of Renton Department of Com,,,Jnity & Economic Development NE 7TH WEST SHORT PLAT Ad.,. . .iistrative Short Plat Report & Decision LUA13-000496; SHPL-A . Report of June 4, 2013 B. EXHIBITS: Exhibit 1: Administrative Short Plat Report and Decision Exhibit 2: Neighborhood Detail Map Exhibit 3: Zoning Map Exhibit 4: Topography Map Exhibit 5: Site Plan/Layout Exhibit 6: Utility Plan Exhibit 7: Tree Plan Exhibit 8: Landscape Plan Exhibit 9: Property Services Comments C. GENERAL INFORMATION: Page 2 of 17 1. Owner(s) of Record: Arthur and Gertrude Stirn; 3513 NE 7th St; Renton WA 98056 2. Zoning Designation: Residential 8 (R-8) 3. Comprehensive Plan Land Use Designation: Residential Single Family (RSF) 4. Existing Site Use: Residential S. Neighborhood Characteristics: Residential a. North: b. East: c. South: d. West: 6. Access: 7. Site Area: Single family residential use in R-8 zone and NE 7th St Single family residential use in R-8 zone Single family residential use in R-8 zone Single family residential use in R-8 zone NE 7th Street 28,657 sf (0.66 acre) D. HISTORICAL/BACKGROUND: Action Comprehensive Plan Zoning Annexation E. PUBLIC SERVICES: 1. Utilities Land Use File No. N/A N/A N/A Ordinance No. 5100 5100 1475 a. Water: Water service would be provided by the City of Renton. b. Sewer: Sewer service would be provided by the City of Renton. Short Plat Report_13-000496 11/01/04 11/01/04 03/25/54 City of Renton Department of Co, ..... Jnity & Economic Development NE 7TH WEST SHORT PLAT Adr. "· .istrative Short Plot Report & Decision WAlJ-000496; SHPL-A Report of June 4, 2013 Page 3 of 17 c. Surface/Storm Water: There are no existing storm water control facilities at the site. 2. Streets; NE 7'h Street paved, residential street with a right-of-way width of 60 feet. There are no curbs, gutters, or sidewalks at or near the project site. 3. Fire Protection: City of Renton Fire Department provides service F. APPLICABLE SECTIONS OF THE RENTON MUNICIPAL CODE: 1. Chapter 2 Land Use Districts a. Section 4-2-020: Purpose and Intent of Zoning Districts b. Section 4-2-070: Zoning Use Table c. Section 4-2-110: Residential Development Standards 2. Chapter 4 Property Development Standards a. Section 4-4-030: Development Guidelines and Regulations b. Section 4-4-060: Grading, Excavation and Mining Regulations 3. Chapter 6 Streets and Utility Standards a. Section 4-6-030: Drainage (Surface Water} Standards b. Section 4-6-060: Street Standards 4. Chapter 7 Subdivision Regulations a. Section 4-7-070: Detailed Procedures for Short Subdivisions 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 S. Chapter 11 Definitions G. APPLICABLE SECTIONS OF THE COMPREHENSIVE PLAN: 1. Land Use Element: Residential Single Family (RSF) land use designation 2. Community Design Element: Established Residential Neighborhoods H. DEPARTMENT ANALYSIS: 1. Project Description/Background The proposed project is an infill subdivision of an 0.66 acre lot in the Highlands neighborhood of Renton (Exhibit 2). The proposed project would, if approved, result in four new lots accessed from a new private road in an access easement intersecting with NE 7'h Street, a public street. A one-story, single-family residence, built in 1949, and associated outbuildings, would be removed prior to construction of up to 4 detached, single-family houses. The area is designated Residential Single-Family (RSF) in the City of Renton Comprehensive Land Use Plan. The objectives and policies of the RSF designation are implemented by the Short Plat Report_B-000496 City of Renton Deportment of Community & Economic Development NE 7TH WEST SHORT PLAT Report of June 4, 2013 Administrative Short Plat Report & Decision LUA13-000496; SHPL-A Page 4 of 17 Residential 8 zoning (Exhibit 3). The proposed density for the development would be 7.7 dwelling units per net acre (du/a). The site has gradual slopes of between 4 and 6 percent (downward from northeast to southwest) and is wooded, primarily with mature evergreen trees (Exhibit 4). Although trees will be retained on the site, some will be removed for the access road and house construction. Trees will be planted with other landscaping. Soils consist of "glacial consolidated till," which are suitable for the proposed type of development, but are not suitable for full infiltration of stormwater runoff. Surface water drainage would be collected on-site, directed to a perforated pipe system and discharged to an on-site vault. Subsurface exploration ofthe site by Geospectrum Consultants, Inc. included excavation of three test pits to depths of 4 feet. This activity and further research resulted in a determination that no potential hazards from landslides, erosion, seismic activity (liquefaction), or coal mines are anticipated. No groundwater was encountered during the excavation. 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 ofthis report and the "Advisory Notes to Applicant" at the end of this report. 5. Comments from the Public No comments were received from the public by the close of the comment period. 6. 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. (" Compliant; Note 1: Partially compliant; Note 2: Not compliant; Note 3: Compliance not yet demonstrated) Short Plat Report_13-000496 City of Renton Department of Community & Economic Development NE 7TH WEST SHORT PIA T Adm,nistrotive Short Plat Report & Decision LUAH-000496; SHPL-A Report of June 4, 2013 Page 5 of 17 1. CONFORMANCE WITH THE COMPREHENSIVE PLAN: The site has the Comprehensive Land Use designation of Residential Single Family (RSF). Land designated RSF is intended to be used for high quality detached, single-family residential development organized into neighborhoods at urban densities. It is intended that larger subdivisions, infill development, and rehabilitation of existing housing be carefully designed to enhance and improve the quality of single family living environments. The 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 LU-1S8. Net development densities should fall within a range of 4.0 to 8.0 dwelling units per acre in Residential Single Family Neighborhoods. The proposed density is within the preferred range. ,/ Objective CD-C. Promote reinvestment in and upgrade of existing residential neighborhoods 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. Infill development will occur, as will frontage improvements along NE Th Street. ,/ Policy CD-12. Sidewalks or walking paths should be provided along streets in established neighborhoods, where sidewalks have not been previously constructed. Sidewalk width should be ample to safely and comfortably accommodate pedestrian traffic and, where practical, match existing sidewalks. The project proponent will construct a sidewalk along the public street frontage. There are no sidewalks an either side of NE Th Street on this block. Compliant because sidewalks will be provided. ,/ Policy CD-14. Infill development, defined as new short plats of nine or fewer lots, should be 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 setba~ks, height or lot requirements. Infill development Note should draw on elements of existing development such as placement of structures, 1 vegetation, and location of entries and walkways, to reflect the site planning and scale of existing areas. Proposed lot sizes are generally smaller than existing lots, although a concurrent application for land to the east would create similar-sized lots. 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 DESIGNATION: Objectives and policies of the Comprehensive Land Use Plan RSF designation are implemented by Residential 8 zoning (R-8). RMC 4-2-llOA provides development standards for development within the R-8 zoning classification. The proposal is consistent with the following development standards if all conditions of approval are met, unless noted otherwise: Density: The minimum density allowed in the R-8 zone is 4 dwelling units per net acre ,/ (du/a). The maximum density permitted in the R-8 zone is 8.0 du/a. 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 Short Plat Report_13-000496 City of Renton Department of Community & Economic Development NE 7TH WEST SHORT PLAT Administrative Short Plat Report & Decision LUA13-000496; SHPL-A Report of June 4, 2013 Page 6 of 17 . ./ ./ Note 3 ./ 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 nearest whole number. Accessory dwelling units shall not be included in density calculations. The gross site area is 28,657 sf; a deduction of 6,028 sf for the private access lot Dimensions: The minimum lot size permitted in the R-8 zoning designation is 5,000 square feet. A minimum lot width of 50 feet is required for interior lots and 60 feet for corner lots. lot depth is required to be a minimum of 65 feet. The lots meet these requirements, as demonstrated below: Proposed lots lot Size Width Depth 5,000 SF minimum 50 feet minimum 65 feet minimum Lot 1 7,202 sf 95.96 ft 75.01 ft Lot 2 7,197 sf 75.01 ft 95.96 ft lot 3 7,197 sf 75.01 ft 95.97 ft Lot 4 7,066 sf 73.61 ft 95.97 ft Setbacks: lot 1 would front on NE J'h Street. Lots 2-4 would front on the private access easement (Olympic Court NE). The minimum front yard setback in the R-8 zone is 15 feet; minimum side yard is 5 feet and, if along a public street, 15 feet for the primary structure; minimum rear yard is 20 feet. As shown on the site plan {Exhibit 5) all houses would meet the building setback requirements . Building Standards: The R-8 zone permits one single family residential structure per lot. Accessory structures are permitted at a maximum number of two per lot with a maximum size of 720 square feet each, or a maximum of one per lot with a maximum of 1,000 square feet. 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-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 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 percent. Building elevations, which would be used to determine building height, have not been submitted yet. They would be submitted for building permit review (compliance not demonstrated). landscaping: Landscaping is required for all subdivisions, including short plats. A detailed landscape plan must be approved prior to issuance of street or utility Short Plat Report_13-000496 City of Renton Department of Community & Economic Development NE 7TH WEST SHORT PLAT Administrative Short Plat Report & Decision LUAH-000496; SHPL-A Report of June 4, 2013 Page 7 of 17 construction permits. Ten feet of on-site landscaping is required along all public street frontages, with the exception of areas for required walkways and driveways. Two trees are required in the front yard of each lot if street trees are not provided. The landscape plan (Exhibit 8) indicates the landscape requirements would be met. ,/ Tree Retention: Existing trees shall be retained where feasible. RMC 4-4-130 requires 30 percent of trees to be retained. If the required number oftrees cannot be retained, they must be replaced according to RMC 4-4-130H. There are 26 significant trees on the site. Seven existing trees will be removed from the access area (not included in tree retention calculations) and seven trees would be retained (Exhibit 7). Although no trees are required as replacement trees, there are 10 new trees shown on the landscape plan. ,/ Parking: Off-street parking for 2 vehicles per residential unit is required. Tandem parking is allowed. RMC limits parking on site to a maximum of 4 vehicles. There is sufficient space to provide on-site parking as required on each lot. 3. DESIGN STANDARDS: Residential Design and Open Space Standards (RMC 4-2-115) are applicable in the R-8 zone. 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: N/A Lot Configuration: Standards apply to subdivisions of 4 or more street-fronting Jots. 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 Note garage for at least the width of the garage, plus the porch/stoop area, or 3 3. Sized so that it represents no greater than 50 percent of the width of the front fa~ade 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. Building plans, which would be used to determine visual impact of garages, have not been submitted yet. They would be submitted for building permit review (compliance not demonstrated). Note Primary Entry: Entrances to houses shall be a focal point and allow space for social 3 interaction. One of the following is required: 1. Stoop: minimum 4 feet by 6 feet and 12 inches above grade, or 2. Porch: minimum 5 feet deep and 12 inches above grade. Short Plat Report_l3-000496 City of Renton Department of Community & Economic Development NE 7TH WEST SHORT PLAT Administrative Short Plat Report & Decision WA13-000496; SHPL-A Report of June 4, 2013 Page 8 of 17 Note 3 Note 3 Note 3 Note 3 Note 3 Exception: An ADA accessible route may be taken from a front driveway. Building designs, which would be used to evaluate design of entrances, have not been submitted yet. They would be submitted for building permit review (compliance not demonstrated). Fa~ade Modulation: Buildings shall not have monotonous facades along public areas. One of the following is required: 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. Building designs, which would be used to evaluate design of fai;odes, have not been submitted yet. They would be submitted for building permit review (compliance not demonstrated). Windows and Doors: Windows and front doors are an integral part of the architectural character of a house. Windows and doors shall constitute 25 percent of all fac;ades facing street frontage. Building designs, which would be used ta evaluate design of windows and doors, have not been submitted yet. They would be submitted for building permit review (compliance not demonstrated). Scale, Bulk, and Character: Neighborhoods shall have a variety of home sizes and character. Abutting houses shall have differing architectural elevations. Building designs, which would be used to evaluate scale, bulk, and character of structures, have not been submitted yet. They would be submitted for building permit review (compliance not demonstrated). 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 (dormers, etc., may have lesser pitch, or 2. Shed roof. Building designs, which would be used to evaluate roof forms, have not been submitted yet. They would be submitted for building permit review (compliance not demonstrated). Eaves: Eaves and overhangs act as unifying elements in the architectural character of a house. Both ofthe 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 2. Rakes on gable ends must extend a minimum of 2 inches from the surface of exterior siding materials. Building designs, which would be used ta evaluate design of eaves and overhangs, have not been submitted yet. They would be submitted for building permit review (compliance not demonstrated). Short Plat Report_13-000496 City of Renton Deportment of Community & Economic Development NE 7TH WEST SHORT PLAT Report of June 4, 2013 Administrative Short Plat Report & Decision LUA13_-000496; SHPL-A Page 9 of 17 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 ofthe following is required: Note 1. Minimum 3-1/2 inch trim surrounds all windows and details all doors, or 3 2. A combination of shutters and minimum 3-1/2 inch trim details all windows and minimum 3-1/2 inch details all doors. Building designs, which would be used to evaluate architectural detailing, have not been submitted yet. They would be submitted for building permit review (compliance not demonstrated). Materials and Color: A variety of materials and color contributes to the diversity of housing 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: 1. A minimum of 2 colors shall be used on the building (a main color with different trim Note color is acceptable), or 3 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. 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 (compliance not demonstrated). 4. COMPLIANCE WITH SUBDIVISION REGULATIONS: RMC 4-7 Provides review criteria for proposed subdivisions. The proposed project 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. Access may be by private access easement street per the requirements of the street standards. The new lots would be accessed from a private access easement. Streets: Installation of curb, gutter, 8' wide landscaped planter, and 6' wide sidewalk, on the full frontage of the parcel being developed is required. Additional right of way dedication is not required on NE 7th Street. The proposed private road, Olympic Court NE, has an easement width of 26 feet and a paved width of 20 feet and must have a minimum pavement thickness of 4" of asphalt over 6" of crushed rock to meet City of Renton standards. A hammerhead turnaround is proposed for the private road. Lots 2, 3, and 4 are proposed to gain access via the private road. The access for Lot 1, which fronts on NE 7'h St, shall also be from the private road. Staff recommends that the private road (Olympic Court NE) be required to extend from the proposed hammerhead eastward to the east property line (this will form a looped private roadway with the private road of the proposed neighboring short plat at 3517 NE Short Plot Report_13-000496 City of Renton Department of Community & Economic Development NE 7TH WEST SHORT PLAT Administrative Short Plat Report & Decision LUA13-000496; SHPl-A Report of June 4, 2013 Page 10 of 17 7'h Street, LUAB-000514). This is a condition of the short plat approval. N/A Blocks: Blocks shall be deep enough to allow two tiers of lots. No new blocks would be formed. 5. AVAILABILITY AND IMPACT ON PUBLIC SERVICES: ,/ Police: The Renton Police Department has commented that the proposed project would have probable minor impacts. Fire: Sufficient resources exist to furnish services to the proposed development, subject to the condition that the applicant provides Code required improvements and fees. Fire department apparatus access roadways appear adequate. The fire flow requirement for a single-family residence is minimum 1,000 gpm for structures up to 3,600 sf (including attached garage and basement). If dwelling(s) exceed 3,600 sf, a minimum of 1,500 gpm would be required. ,/ A fire hydrant is required at the entrance of the new private road at NE 7th Street. A second fire hydrant is to be located near the hammerhead in the private road. Fire 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 the building permit is issued. As of the date of this report the fee is $479.28 per new single family lot. The fee shall be payable to the City as specified by the Renton Municipal Code prior to building permit issuance. Credit would be given for one existing residence. Schools: The Renton School District has verified that existing schools would have capacity to accommodate the anticipated increased enrollment from the proposed project. Students would attend Honeydew Elementary School, Dimmitt Middle School, and ,/ Renton High School. School 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 the building permit is issued. As of the date of this report, the fee is $6,392 per dwelling and shall be paid prior to building permit issuance. Credit would be given for one existing residence. 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. ,/ 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 the building permit is issued. As of the date of this report, the fee is $530. 76 per dwelling. Credit would be given for one existing residence. Stormwater: There no storm water control system in NE 7 TH St. A drainage report was submitted by Offe Engineers with the land use application. Based on the City's flow ,/ control map, this site falls within the Flow Control Duration Standard, Forested Conditions and the information is included in the report. The drainage report includes the need for a facility sized for both detention and water quality. The drainage report Short Plat Report_13-000496 City of Renton Department of Community & Economic Development NE 7TH WEST SHORT PLAT - Report of June 4, 2013 Administrative Short Plot Report & Decision WAB-000496; SHPL-A Page 11 of 17 should clearly show the information of the required frontage improvements and include it in the calculations. The final details and location of the storm water facility can be determined and shown in the construction plan review stage. Due consideration must be provided to the ease of maintenance of the storm facility when the location is determined. The final TIR must show if the project qualifies for the 0.1 cfs exemption from providing a flow control facility. 1. The report mentions a covenant limiting the amount of impervious area allowed on the new lots, and limited infiltration dry wells. The storm pipe conveyance proposed on NE 7'h Street must be sized per the King County manual and must connect with the existing storm pipe located approximately 380 feet west of the site. The final sizing of the storm pipe and layout will be reviewed and approved in the construction plans. Drainage plans and a final drainage report based on the City adopted 2009 King County Surface Water Drainage Manual and City Amendments is required to be submitted with the Construction permit. 2. A geotechnical report prepared in 2013 by Geospectrum Consultants Inc. was submitted by the applicant. The report discusses site condition identifies the soils as glacial till and mentions that the drainage should be provided away from the structures on the site to prevent water from ponding and to reduce percolation of water into sub-soils. Final recommendations from the geotechnical engineer regarding infiltration will be reviewed with the construction permit. 3. A Construction Stormwater General Permit from Department of Ecology will be required if grading and clearing of the site exceeds one acre. The information provided in the submitted drainage report does not show that grading and clearing of the site exceeds one acre. Stormwater drainage plans for individual lots will be required prior to issuance of construction permits. The Surface Water System Development fee, at the date of this report, is $1,120 per new lot. Fees are payable prior to issuance of the construction permit. Credit will be given for the existing house. A covenant for stormwater drainage flow control facilities will be required for each new lot. Water Service: Water service details will be reviewed upon construction permit application. The following comments are based on two assumptions of the final layout: 1. The current submitted plans showing a dead end private road with a hammerhead - A water main line is required from the existing water main on NE 7'h Street fronting the site to the north property line of Lot 4. A 10" water main line is to be provided from the existing water main in NE 7'h Street to the new fire hydrant near the entrance of the private road, with an 8" water main portion from the fire hydrant up to the north property line of Lot 4. 2. In the case of the private road extending from the hammerhead eastward to the east property line (this will form a loop private roadway with the private road of the proposed neighboring short plat located at 3517 NE 7'h Street, east of the subject short plat site -An 8" water main line is required from the existing water main on NE 7'h Street fronting the site on the private road, to the portion that will serve as part of the loop private road till the east property line of subject site. Short Plat Report_13-000496 City of Renton Department of Community & Economic Development NE 7TH WEST SHORT PIA T Administrative Short Plat Report & Decision WAB-000495; SHPL-A Report of June 4, 2013 Page 12 of 17 ,/ 3. If the construction plans for the subject development at 3513 NE 7'h Street and the proposed development at the neighboring site 3517 NE 7'h Street are submitted concurrently, then the loop water main plan, option 2, is applicable. If the construction plans for the subject development at 3513 NE 7'h Street and the proposed development at the neighboring site 3517 NE 7'h Street are submitted at different times, then the option 1. is applicable. Plans must meet minimum city standards subject to review at construction permit stage. Water System Development fee for water is based on the size of the new domestic water meters that will serve the new homes on each new lot. As ofthe date of this report, the System Development Fee for %-inch or 1-inch water meter install is $2,523. The installation fee for a %-inch meter installed by the City is $2,688 and the fee for a 1- inch meter installed by the City is $2,870. Separate water meters shall be provided to each lot. Credit will be given for the existing house. Sanitary Sewer Service: All Jots of the short plat are to be connected to the City of Renton sanitary sewer. An 8" diameter sanitary sewer main extension is required to connect to existing sewer main. 1. The submitted plans show the sewer main extension from the existing sewer main (JD 52761) located approximately 300' west of the site along NE 7'h Street and along the entire site frontage on NE 7'h Street. The plan shows 8" diameter sewer pipe on the private road. The 8" sewer line running through Lot 3 as shown in the submitted plans is not required (since the proposed neighboring short plat at 3517 NE 7th Street will be required to extend the 8" sewer main on their entire frontage of NE 7'h Street and down the proposed private road of that development). 2. Alternately, the sewer main extension can occur from approximately 100 feet south of the site. Service details will be reviewed with the construction permit. Plans must meet minimum city standards. This proposal is located in the East Renton Special Assessment District (SAD 0002). These fees are $316.80 per connection and shall be paid at the time a construction permit is issued. Sanitary Sewer System Development Fee (SOC) is based on the size ofthe domestic water meters .. These fees are collected at the time a construction permit is issued. The Sanitary Sewer System Development fees are based on the size of the new domestic water meters to serve the new houses on each new Jot. As of the date of this report, the Sanitary Sewer System Development fee for a %-inch or a 1-inch water meter install is $1,812 per new lot. Six-inch sanitary sewer stubs shall be provided to each new lot-Credit will be given for the existing home if previously connected to sewer. Fees ore payable prior to issuance of the construction permit. Short Plat Report_13-000496 City of Renton Deportment of Community & Economic Development NE 7TH WEST SHORT PLAT Report of June 4, 2013 Administrative Short Plat Report & Decision WAH-000496; SHPL-A Page 13 of 17 ,/ Transportation Although Traffic impact fees at the rate of $717.75 per new dwelling unit are currently in effect, this fee will increase January 1, 2014, to $1430.72 per single family permit. Impacts to the city transportation system are expected, due to increased vehicle trips to and from the proposed project. The Transportation Impact fee would be calculated and assessed at the rate in effect when the building permits are issued. Credit would be given for the existing house. I. FINDINGS: Having reviewed the written record in the matter, the City now enters the following: 1. Request: The project proponent has requested approval of a short plat subdivision of a 28,657 sf (0.66 acre) property in the Highlands into 4 lots suitable for development with single-family residential structures. The project would have a density of 7.7 du/a. 2-Application: The property, located at 3513 NE 7'h St, is owned by Arthur and Gertrude Stirn. 3. Comprehensive Plan: The property has a Comprehensive Plan land use designation of Residential Single-Family (RSF). The proposed project furthers the objectives and policies of the RSF 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 RSF designation are implemented by standards and regulations of the Residential 8 zone. The project, as proposed, meets or exceeds the R-8 standards and regulations. 5. Subdivision Regulations: The short plat, as proposed, would meet the requirements of RMC 4- 7 Subdivision Regulations. 6. Existing Land Uses: The site has a detached, single-family residential structure located near the center of the property. The one-story building was constructed in 1949 and would be demolished. Abatement has occurred. 7. Setbacks: Minimum setback requirements would be met. 8. System Development Charges: The Surface Water System Development Fee is $1,120 per new lot. The Water System Development Fee for% -inch or 1-inch water meter install is $2,S23. The Sanitary Sewer System Development Fee for a %-inch or a 1-inch water meter install is $1,812 per new lot. 9. Public Utilities: Impacts to public services are assessed on a per single-family dwelling basis at the rate in place at the time the building permit is issued. J_ CONCLUSION: 1. The subject site is designated Residential Single Family (RSF) 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 8 (R-8) and complies with the zoning and development standards established with this designation, provided the applicant complies with the Renton Municipal Code, mitigation measures, and conditions of approval. 3. The proposed 4-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. Short Plat Report_13-000496 City of Renton Department of Community & Economic Development NE 7TH WEST SHORT PLAT Report of June 4, 2013 Adm,nrstrative Short Plat Report & Decision LUA13-000496; SHPL-A Page 14 of 17 4. The proposed NE7th West Short Plat complies with the street standards as established by City Code, provided the project (Om plies with all advisory notes and conditions of approval contained herein. K. DECISION: The NE 7'" West Short Plat, File No. LUA13-000496; SHPL-A, is approved, subject to the following condition: 1. The private road (Olympic Court NE) shall be required to extend from the proposed hammerhead eastward to the east property line, forming a looped private roadway with the private road of the proposed neighboring short plat at 3517 NE 7'h Street, LUA13-000514. Maintenance of the private road and abutting landscaping shall be by the underlying property owners of the easement area. DECISION ON LAND USE ACTION: SIGNATURE: G c;_, \_)" J C.E. "Chip" Vincent, CED Administrator TRANSMITTED this 4th day af June, 2013 ta the Contaet/Applicant/Owner(s): Contact: Darrell Offe Offe Engineers 13932 SE 159'h Place Renton, WA 98058 Applicant: Kyle Miller KRRV Dev., LLC PO Box 908 Ravensdale, WA 98051 TRANSMITTED this 4th day of June, 2013 to the Party(ies) of Record: Mike Moran 671 Pierce Court NE Renton, WA 98056 Bob Gevers 900 Kirkland Avenue NE Renton, WA 98056 TRANSMITTED this 4th day af lune, 2013 to the fol/awing: Neil Watts, Development Services Director Kayren Kittrick, Development Services Jan Conklin, Development Services Carrie Olson, Development Services Jennifer Henning, Current Planning Fire Marshal Renton Reporter Short Plat Report_13-000496 Owner(s): Arthur & Gertrude Stirn 3513 NE fh Street Renton, WA 98056 City of Renton Department of Com,,,unity & Economic Development NE 7TH WEST SHORT PLAT Report of June 4, 2013 Administrative Short Plat Report & Decision LUA13-000496; SHPL-A Page 15 of 17 L. LAND USE ACTION APPEALS, EXPIRATION AND REQUEST FOR RECONSIDERATION: 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 June 18, 2013. 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 ofthe 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 pa rte (private one-on-one) communications may occur concerning the land use decision. The Doctrine applies not only to the initial decision, but to Appeals to the Hearing Examiner as well. All communications after the decision/approval date must be made in writing through the Hearing Examiner. All communications are public record and this permits all interested parties to know the contents of the communication and would allow them to openly rebut the evidence in writing. Any violation of this doctrine could result in the invalidation of the appeal by the Court. ADVISORY NOTES TO APPLICANT The following notes are supplemental information provided in conjunction with the administrative land use action. Because these notes are provided as information only, they are not subject to the appeal process for the land use actions. Planning 1. RMC section 4-4-030.C.2 limits haul hours between 8 am to 3pm, Monday through Friday unless otherwise approved by the.Development Services Division. 2. Commercial, multi-family, new single family and other nonresidential construction activities shall be restricted to the hours between 7 am and 8 pm, Monday through Friday. Work on Saturdays shall be restricted to the hours between 9 am and 8 pm. No work shall be permitted on Sundays. 3. Within 30 days of completion of grading work, the applicant shall hydroseed or plant an appropriate ground cover over any portion of the site that is graded or cleared of vegetation and where no further construction work will occur within 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 Short Plat Report_13-000496 City of Renton Department of Con NE 7TH WEST SHORT PLAT Report of June 4, 2013 ity & Economic Development Ad trative Short Plat Report & Decision . LUA13-000496; SHPL-A Page 16 of 17 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 6-foot high chain link temporary construction fencing around the drip lines of all trees to be retained, or along the perimeter of a stand of retained trees. Placards shall be placed on fencing every 50 feet indicating the words, "NO TRESPASSING - Protected Trees" or on each side of the fencing if less than 50 feet. Site access to individually protected trees or groups of trees shall be fenced and signed. Individual trees shall be fenced on 4 sides. In addition, the applicant shall provide supervision whenever equipment or trucks are moving near trees Transportation 1. Transportation mitigation fees will be assessed at the rate in place when building permits are issued. Streets 1. Road name and address signs will be required to be provided by the developer prior to recording. 2. Parking will not be allowed on the 20-foot wide paved private road and no parking signs are required to be installed by the developer. 3. All electrical, phone, and cable services and lines serving the proposed development must be underground. The construction of these franchise utilities must be inspected and approved by a City of Renton inspector prior to recording the plat. 4. Fixed objects that are currently situated in the location of the proposed access must be relocated, after obtaining owner approval. Schools 1. School mitigation fees will be assessed per single-family residence at the rate in place when building permits are issued. Water 1. The water main is to be located at a minimum distance of three feet from the edge of the pavement of the private road. Fire Prevention 1. Fire Department apparatus access roadways are required to be a minimum of 20 feet wide, fully paved, with 25-foot inside and 45-foot outside turning radii. 2. Fire access roadways shall be constructed to support a 30-ton vehicle with 322-psi point loading. Access is required within 150 feet of all points on the buildings. 3. Approved apparatus turnarounds are required for dead end roads exceeding 150 feet. Hammerhead turnarounds are allowed for dead end streets up to 300 feet long. 4. Fire mitigation fees will be assessed per single-family residence at the rate in place when building Short Plat Report_13-000496 City of Renton Department of Con NE 7TH WEST SHORT PLAT Report of June 4, 2013 permits are issued. General Plan Review ity & Economic Development Adr trotive Short Plat Report & Decision LUAlJ-000496; SHPL-A . Page 17 of 17 1. All construction utility permits for drainage and street improvements will require separate plan submittals. All utility plans shall conform to the Renton Drafting Standards. Plans shall be prepared by a licensed Civil Engineer. 2. When the utility plans are complete, submit 3 copies ofthe drawings, 2 copies of the drainage report, permit application, and an itemized cost of construction estimate and application fee at the counter on the sixth floor of Renton City Hall. 3. All subdivisions shall provide water, sewer, and storm stubs to each new lot prior to recording of the plat. 4. Separate permit and fees will be required for the water meter installation, side sewer connection and storm water connection. Short Plat Report_ 13-000496 N W<G~ m >< ::c 1-1 to t-4 -f "" s ------E I . ~~ ii •• ti t @) ii\ .-=••!''''''"''') :~ .'{ ~ ,, ' •• . ,f: I :".(..f . . ~ M j '!? t ~ §) Ai t.l!·~:z;;,:srf ?. r? .. . i ! -~ t tri iv; -. -~-o:x.lc\y 1>l /ii Vn·1~er,t p11 F'~l,1 · lliE 111.n Sf . l'~~;;;:y 0)1~ fl£ l'.llh SI ~ ~J,pj . N!!.:'ilth St: C NE:1$#1. M::.01;.'!.ll $1 Nli IIU, SI ..~) . 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ATTN: SCOTT DONOGH 1745 NILE AVENUE NE RENTON, WASHINGTON 98059 OFFICEPHONE: 206-730-0114 joyand&COtt@oomcasll'llll ENGINEER: OFFE ENGINEERS, PLI.C ATIN: DARRELL OFFE, PE SU.'~VEYOR: LEGAL DESCRIPTION: 13932 SOUTHEAST 159TH Pl.ACE RENTON, WASHINGTON 90058.7032 OFFICE. NUMBER: 425-260·3412 FAX NUMBER: 425-988•D2n darrell.offa@comce.el.net SlTE SURVEY & MAPPING, INC. ATTN: TOM WOLDENDORP, PLS 10116 214TH AVENUE NE REDMOND, WASHINGTON 98053 OFFICE. NUMBER: 425--290-4412 LOT 10, BLOCK 2, STEWARTS HIGHLAND ACRE TRACTS, ACCORDING TO THE Pl.AT THEREOF RECORDED IN VOLUME 43 OF PLATS, PAGE 17, RECORDS OF KING COUmY, WASHINGTON SffiJATE IN THE COUNTY OF KINO, STATE OF WASHINGTON. ADDRESS: J51J NE 7th STREET, RENTON.WA 98056 KING COUNTY PARCEL#: 801110-0120 " GRAPHIC SCALE ~ hortzomal1e.l1 ;o "" '''1i ~ 11t1 w ~!I ~!! i "' -0 I ' i ! 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'cd) : [1[] 'E:, EXHIBIT 8 DEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT DATE: TO: FROM: SUBJECT: MEMORANDUM May 28, 2013 Elizabeth Higgins Bob Mac Onie NE J'h West, LUA13-00496 Form and Legal Description Format I have reviewed the above referenced preliminary short plat submittal and have the following comments: Information needed for final short plat approval includes the following: Note the City of Renton land use action number and land record number, LUAB-000496 and LND-20-0579, 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 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. See the attached for new lot addresses; note said addresses on the final short plat drawing. Do note encroachments, if any. EXHIBIT 9 h:\file sys\Jnd -land subdivision & surveying records\Jnd-20 -short plats\0579(ne 7th wes( Elizabeth Higgins Page 2 of3 05/28/2013 Do include a "LEGEND" block for the short plat drawing, detailing any symbols used thereon. Do not include topography and utility infrastructure as they are only part of the initial submittal requirements unless they have a direct influence on the subdivision. Note jtlJ easements, covenants and agreements of record on the drawing. Note any relevant researched resources on the short plat submittal. Note the plat name and lot and tract numbers of the adjoining properties or note as "Unplatted.". Remove the building setback lines noted on the final short plat lots. Setbacks will be determined at the time that building permits are issued. The City of Renton Administrator, Department of Community and Economic Development. is the only city official who signs the final short plat. 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. 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. The new easements for ingress, egress, utilities, etc. shown for the benefit of future owners of the proposed lots each need 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: DEC/ARA TION 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 h:\file sys\lnd -land subdivision & sw-veying records\lnd-20 -short plats\0579(ne 7th west)\rv130528.doc Elizabeth Higgins Page 3 of3 05/28/2013 to convey the beneficial interest in the new easement shown on this short plat to any and all future purchasers of the Jots, 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. The private ingress, egress and utility easement requires a "New Private Easement for Ingress, Egress and Utilities Maintenance Agreement" statement defining maintenance responsibilities associated with the jointly owned infrastructure. h:\file sys\lnd -land subdivision & surveying records\lnd-20 -short plals\0579(ne 7th west)\rvl30528.doc ~~ ~-E Gi~1 ffi~" 3::i'~ ~r~ ~ l ~~ I ~5 i ~f f~ --,- Ji:1 1!1 21, ~ ! ' 11 • i ; ,LG/ & i &d~ uo1f;V!c; riu!i.rt:eit.:i o+u0c11-0 "'i!o IV£ 7 -t:z..WaT s-P t..._,Lvl}-/ '3 -coo Cf:// G::, PORTION OF THE nlN 1/4, SE 1/4, SECTION 10, TOWNSHIP 23 N, RANGES EAST, W.W.., CfTY OF' RENTON, WA$KIN$TON -l!)lll:!l>ll;llll1IJITI.OCA'!1C"'-~•-""'I-T¢ ..,....,., ,r.w.i.ot1Ttt:!...........:;r, ... _,,.,...,..,.10 ~-....,...._ __ ,a,,.,.,._t.t,ei,,"""~""' . . -~-.I. : / ,/ NC/STREET / 1 4-/ __,... · 4-,;,:.b=oec -------,'... · · """'-~ J.,... \ . \ I ' (' '· ' \ '4·< ·~;;:;;.$~, ~~· 1 \ :; \ -··~ '5. i I : ' :1 \ ............... Lr ....... , ! \!1 i: 7T./ . I 1'1 ' CJ¢ I i ·. . ( <,':I ·\: 11,\1\,,. ~ \ :i.41.P.· ·i "IJ ri'\N'.) W",:," ~-::.'\ / 1, ~ ::x .. .r/Y( "" !'.~!i'"S~ : '\ : I ·~I I 1 l,-''-' gt.£!:uvt.,L _ J L _ ( -~· ,:;-'-' \ ·, \1 \ TO 9E REMOV(O l ... _______ r . :i·· 1 '··---~~·:01'"' ·····= \ j \I~ ~ff +· . \ \, '-S, ~ ,.._ a ©\ ... ~ ,,. ,,.. j -·~ .. ------~ I ),"-1 ~\ '-' 1.: \ I -,::_ ,~'4i_ \ ' Q \ . \ ?~ \ I I I I .p --g~-1",:(IIIMG«I ..... -vut,Oll.lffi!'IIP-(MTIOMJII/.Wla-r,u.~ l/T1U"IIU~-"11\IDII.. ™lDla,n,._..,._~O ..,._,........,.l'Q\""'-lnU""'O>!QWl'IIJll1/'llliTIUINllTl~- INl!Gl~-lll\l,OG,\"°", cw,~.,,,...- 'gO 1 /!D ot?..O CONTACT INFORMATION O'M'IER / DEVE:I.OPER.: DONOGH HOMES, lNC, ENGINEER: SURVEYOR; Ll;C:AL DE:SCRIPTION: ATTN: SCOTT DONOGH 1'/'45 NIU, AVENUE Ne. RENTON, WASHINGTON 911058 OFFICE PHONE.: WS-.730-0H4 jfl)'brltlOo:ltt@rximco!IUIQt OFFE ENGINEERS, PLLC ATTN: DARRELL OFFE, Pl:; 13932 SOVJ1-IEAST 1511TH MCE A.E!tffON, Wol.SHINGTON H066-7632 OFFICS ~MBER: 425-26()..3412. FAX 1'1UMBER: -425-988-0292 d11rniH.o!fe@comC0:11Lnot SITE~ & MAPPING, INC. ATTN: TOMWOLDENDORP, PLS 1011$21-4THAVcNUENE RJIDMOND, WA.SHINGTON 9005:l OFFICE NUMBER: 4254.98-4412 LOT 10, J!ILOCK 2, STE'WAAT'.S KIGHLANOACRE 'TRACTS, ACCORDING TO ii-us: PLA.T'THSREOJ? REOORDeO IN VOLVM£~ OF PLATS, PAGE 17, RECORDS OF KING COUN1Y, WASHINGTON SITVATE IN TH! COUNTY OF KINC, STATE OF WASHINGTON. ADDRESS: J51J NE 7th STREET, RENTON.WA 98056 KING COUNTY' PA~a,: so,110-0120 • GRAPHIC SCAf.£ • l\orb:rlnlalom1I, " .. , ,! ! ! I I ffi e:!i i 1 _ ~111i I a;!,11 ~1!1 rm[ .,, i :s a. ti: 0 :c "' t:; ~ £i ,-.. w z ! c..i I ~11- si :;; ~ 0 z i :5 (!) a. 0 w z J-o -D OJ ! 8 l l).<!1:~ ~~u. __ _ """·-----, 01" 1 PLAN REVIEWCOMMEN·.'"' (LUA13-000496) .... rs Cityof. ==------,,_... r { t I J t D r PLAN ADDRESS: NE 3513 7TH ST RENTON, WA 98056-3846 APPLICATION DATE: 04/2312013 DESCRIPTION: PrOposed 4-lot short plat subdivision of a 28,657 sf (0.66 a) parcel of land located at 3513 NE 7th Street. The area is zoned Residential 8 and has a Comprehensive Plan Land Use designation of Residential Single Family. The action is administrative. There are no known critical areas on or near the site, therefore, the proposed project is exempt from environmental review. Engineering Review Rohini Nair Ph: 425-430-7298 email: rnair@rentonwa.gov Recommendations: I have completed a preliminary review for the above-referenced 4 lot short plat proposal at 3513 NE 7th Street. The following comments are based on the application submittal made to the City of Renton by the applicant. EXISTING CONDITIONS WATER: The site is located in the City of Renton water service area. SEWER: The site is located in the city of Renton sewer service area. Sewer service lines exist approximately 300' west of the site (sewer ID S2761 ). STORM: There are no existing storm facilities in the site. STREETS: NE 7th Street is a residential street with a right of way width of 60 feet. CODE REQUIREMENTS Water 1. A fire hydrant is required at the entrance of the new private road with NE 7th Street. A second fire hydrant is to be located near the hammerhead in the private road. 2. Water service details will be reviewed upon construction permit application. The following comments are based on two assumptions of the final layout: a. The current submitted plans showing a dead end private road with a hammerhead -A water main line is required from the existing water main on NE 7th Street fronting the site to the north property line of Lot 4. A 10~ water main line is to be provided from the existing water main in NE 7th Street to the new fire hydrant near the entrance of the private road, with an 8" water main portion from the fire hydrant up to the north property line of Lot 4. b. In the case of the private road extending from the hammerhead eastward to the east property line (this will form a loop private roadway with the private road of the proposed neighboring short plat located at 3517 NE 7th Street, east of the subject short plat site -An 8" water main line is required from the existing water main on NE 7th Street fronting the site on the private road, to the portion that will serve as part of the loop private road till the east property line of subject site or to the site boundary. c. If the construction plans for the subject development at 3513 NE 7th Street and the proposed development at the neighboring site 3517 NE 7th Street are submitted concurrently and constructed concurrently, then the loop water main plan, option b, is applicable .. If the construction plans for the subject development at 3513 NE 7th Street and the proposed development at the neighboring site 3517 NE 7th Street are submitted at different times, then the option a is applicable. Plans must meet minimum city standards subject to review at construction permit stage. 3. The water main is to be located at a minimum distance of three feet from the edge of the pavement of the private road. 4. System development fee for water is based on the size of the new domestic water meter that will serve the new home on each new lot. Fee for %-inch or 1-inch water meter install is $2,523.00. Credit may be given for the existing home. 5. Fee for a %-inch meter installed by the City is $2,668.00. Fee for a 1-inch meter installed by the City is $2,870.00. Sanitary Sewer 1. All lots of the short plat are to be connected to the City of Renton sanitary sewer. An 8" diameter sanitary sewer main extension is required to connect to existing sewer main. a. The submitted plans show the sewer main extension from the existing sewer main (ID S2761) located approximately 300' west of the site along NE 7th Street and along the entire site frontage on NE 7th Street. The plan shows an diameter sewer pipe on the private road. The 8" sewer line running through Lot 3 as shown in the submitted plans is not required (since the proposed neighboring short plat at 3517 NE 7th Street will be required to extend the 8" sewer main on their entire frontage of NE 7th Street and down the proposed private road of that development). b. Alternately, the sewer main extension can occur from approximately 100 feet south of the site. c. Service details will be reviewed with the construction permit. Plans must meet minimum city standards. 2. This proposal is located in the East Renton Special Assessment District (SAD 0002). These fees are $316.80 per connection and shall be paid at the time a construction permit is issued. 3. Sanitary Sewer System Development Fee (SDC) is based on the size of the domestic water meters. These fees are collected at the time a construction permit is issued. Stam, 1. The Surface Water System development fee for 2013 is $1,120.00 per each new lot. Fee is payable prior to issuance of the construction pemiit. 2. A drainage report has been submitted by Offe Engineers with the land use application. Based on the City's flow control map, this site falls within the Flow Control Duration Standard, Forested Conditions and the information is included in the report. The drainage report includes June 03, 2013 Page 1 ot the need for a facility sized for both tion and water quality. The drainage report should !y show the information of the required frontage improvements and include i he calculations. The final details and location of th nn water facility can be detennined and shown in the construction plan review stage. Due consideration must be provided to the ease of maintenance of the storm facility when the location is determined. The final TIR must show if the project qualifies for the 0.1 cfs exemption from providing a flow control facility. 3. The report mentions a covenant limiting the amount of impervious area allowed on the new lots, and limited infiltration dry wells. The storm pipe conveyance proposed on NE 7th Street must be sized per the King County manual and must connect with the existing storm pipe located approximately 380 feet west of the site. The final sizing of the storm pipe and layout will be reviewed and approved in the construction plans. Drainage plans and a final drainage report based on the City adopted 2009 King County Surface Water Drainage Manual and City Amendments is required to be submitted with the Construction permit. 4. A geotechnical report prepared in 2013 by Geospectrum Consultants Inc. was submitted by the applicant. The report discusses site condition identifies the soils as glacial till and mentions that the drainage should be provided away from the structures on the site to prevent water from ponding and to reduce percolation of water into sub-soils. Final recommendations from the geotech regarding infiltration will be reviewed with the construction permit. 5. A Construction Stormwater General Permit from Department of Ecology will be required if grading and clearing of the site exceeds one acre. The information provided in the submitted drainage report does not show that grading and clearing of the site exceeds one acre. Transportation 1. Installation of curb, gutter, 8' wide landscaped planter, and 5' wide sidewalk, on the full frontage of the parcel being developed is required. Additional right of way dedication is not required on NE 7th Street. 2. The proposed private road has an easement width of 26 feet and a paved width of 20 feet and must have a minimum pavement thickness of 4" of asphalt over 6" of crushed rock to meet City of Renton standards. 3. A hammerhead turnaround is proposed for the private road. Lots 2, 3, and 4 are proposed to gain access via the private road, and Lot 1 is proposed to gain access via a driveway from NE 7th Street. Staff recommends that the access for Lot 1 also be from the private road. 4. The private road is required to extend from the hammerhead eastward to the east property line (this will form a looped private roadway with the private road of the proposed neighboring short plat at 3517 NE 7th Street). 5. A road name and address sign wilt be required to be provided by the developer prior to recording. 6. Parking will not be allowed on the 20 feet wide paved private road and no parking signs are required to be installed by the developer. 7. All electrical, phone, and cable services and lines serving the proposed development must be underground. The construction of these franchise utilities must be inspected and approved by a City of Renton inspector prior to recording the plat. Fire Review -Construction Corey Thomas Ph: 425-430-7024 email: cthomas@rentonwa.gov Recommendations: Environmental Impact Comments: 1. The fire impact fees are applicable at the rate of $479.28 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 are no existing fire hydrants that can be counted toward the requirements. It appears there is adequate fire flow in this area. 2. Fire department apparatus access roadways are required to be a minimum of 20-feet wide fully paved, with 25-feet inside and 45-feet outside turning radius. Fire access roadways shall be constructed to support a 30-ton vehicle with 322-psi point loading. Access is required within 150-feet of all points on the buildings. Approved apparatus turnarounds are required for dead end roads exceeding 150-feet. Hammerhead turnarounds are allowed for dead end streets up to 300-feet long. Access as proposed appears adequate. Technical Services Bob MacOnie Ph: 425-430-7369 email: bmaconie@rentonwa.gov Recommendations: Note the City of Renton land use action number and land record number, LUA13-000496 and LND-20-0579, 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 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. See the attached for new lot addresses; note said addresses on the final short plat drawing. Do note encroachments, if any. Do include a ULEGEND~ block for the short plat drawing, ~etailing any symbols used thereon. Do not include topography and utility infrastructure as they are only part of the initial submittal requirements unless they have a direct influence on the subdivision. Note all easements, covenants and agreements of record on the drawing. Note any relevant researched resources on the short plat submittal. Note the plat name and lot and tract numbers of the adjoining properties or note as ~unplatted.". Remove the building setback lines noted on the final short plat lots. Setbacks will be determined at the time that building permits are issued. The City of Renton Administrator, Department of Community and Economic Development, is the only city official who signs the final short plat. 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. 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. June 03, 2013 Page 2 r Provide spaces for the recording n s thereof. The new easements for ingress, eg , utilities, etc shown for the benefit of future owners e proposed lots each need 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 easement 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. The private ingress, egress and utility easement requires a "New Private Easement for Ingress, Egress and Utilities Maintenance Agreement" statement defining maintenance responsibilities associated with the jointly owned infrastructure. Reviewer Comments Item Review Name: Technical Services Comments: Include "NE 7th West.pdf' in attached documents Police Review Recommendations: NE 7th West Short Plate 3 CFS estimated annually Minimal impact on police services June 03, 2013 Bob MacOnie Ph: 425-430-7369 email: bmaconie@rentonwa.gov Cyndie Parks Ph: 425-430-7521 email: cparks@rentonwa.gov Page 3 of 3 ~~ ht ~l!' m -~ ~~;, ~~-' w z l ~~ ! >-~ « ... ., " ;, ' (@ ---,--- ~:1 ~!J 11' 111 ! ! II• i 11, £illl t o ~d~ UOIS[tif(f t)i.!!/.f!.Jr:,',i',:_- 1 o;i.u;s,l::1 Jo li:;.10 11/£ 7-cr....WaT s-P t.._u/f-I 3 -c;oo Cf-9~ PORTION OF THE NW 1/4, SE 1/.4, SECTION 10, TOWNSHIP 23 N, RANGE 5 EAS'i, W.M., CITY' C# R.&Nl"ON. WASHINGTON -c,oa,,N)IM.m'lOCA'IIONll9MCIWNlffl~eit-o>-~ CN.'l', lfllWJ.Oll'flll:~__,,.,.TO -l'IIIDW:T-,,c,,i.......a-lllllff',l,~TIQNl)l'"ALI,. ___ vrun;a,,.e,,1em-.oa-=+ . ·--__j / / ·:c::· . 'i -: \ ,....,,---__,b,':,>..!~ ~ "'"_""ET /I: ~. ' ~··· -----{::.. . J' '·b#.[~y \ ' -' ~'. 0\j,4;J'.'.;;;f:$ \;.;t · . f., I \ ~ 1! lk ' i ·, : I \ : \ :1 \ Nm.,,,---~ : ' :I \ ........ ~.-Ll? / I I : \ :I ~· 7TJ ........ ; ' \'I ; I ..! ~ ._· 8"' ~ *I •: lll)j\'''. \ 41:,~il 1 ,. ~~11 ,""'-~. '\.o,. +· 4.I .. ro l'IE l'IEWCM:D ,, , · •I c '-I 11:.>" i\: r· --~ ,, ,I ~ 1 ~-..... \1 J r'9!· a _, Jf '-S-~ ' ®\--~ .,,. 1~ .... '1 ------~-~~~ , \ \ \ ~~ .::_w_.:_"\ / I·, 1\ r"' V\ .. /V1 "" J ' I 1 \ ( _____ ~ --.10D-...110MlliMo\O!l'!W,TAU.OHTll,'O Lm1111.-A1111-1'9\IOII, l>IIIINII---~~ --.....,,-,-~"'1f-D~\n'U!IUNIITIM°""'-.. ,,_l"IOl'l!\'-l'JV<. COl.1.-'tOII-- $'01 /tD o/20 CONTACT JNFORMATION O'M'l!Eit / OMLOPER! DONOGH HOM!!, INC. ENG1NEER: SURVEYOR: L€CAL OESCRl~'nON: ATTN: SCOTT DONOGH 174.5 Nll.EAVEM,ll; NE RENTON, WASHINGTON 9&059 OFl"ICE PHONi: 20&-730-C114 Jtl','tl'ldccolt@oon,cnll\.l'IOI OFFE ENOINEl;RS, PU.C ATTN: DAARELL OFFE. PE 13932 SOU'l1-IEAST 159TH Pl.ACE IU:NTON, WASHINGTON 880GS.7M2 OFFICS N\JM'81iFI.: <42$.260-3412. FAX NUMBER: ,a&.'188-0292. ~coat.not srre SURve'Y &. rAAPP[NG, JNC, ATIN: TOMWOLD!NDO"P, Pt.S 1011~214THAVENUE NE REDMOND, WA.SH!Jro"TON 9805'.3 OFFICE NUMBSR: •25-2BB-4412. LOT 10, tlLOCt< Z, STEWART'S HIGHLAND ACRE. 'mACT.S, ACCORDING TO THE P\.AT"THEREOF RECORDED IN VOLUME 43. OF PLATS, PAGE 17, RECORDS OFKING COVNTY, WMHING'rON SITUATE IN TH!: COUNTY OF KING. STATi.OFWASHINGTON. ADDRESS: J51J NE 7th ST~ET. RENTON.WA 96056 K!NC: COUNTY PARCELf: 801110-0120 GRAPHIC SCALE z,:i o i:o ~o -·-laot I l 1111 ~ Ii "I lj ~h 11 I ' "' 0 I 1 TT f-:s o I ,_ "-z :, f-~ a:: (/) 0 ~ "" I 0 ~ :,:: ~ (J) I a_ w (.'J w s: 0 f- .c:: z u5 -0 ,._ D ~ ! I ! ! = ~~- Jil!IIOCI, ----~--1 tAo~r 1 NOTICE OF APPLICATION A Master Applioatlon ha, b,,•n flied and accepted with the Department of Community & Economic Qov•lopm•n! [CED)-Plannl"il OIYlslon of the City ol Renl<an. The following brlofiv describe• the application and the necu,ary Publk Approvals. DATE OF NOTICE OF APPLICATION, PROJECT NAME/NUMBER: May 14, 2013 NE t" West Shon Plat/ lUAH--000496, SH Pl-A PROJECT DE:.CRIPTION: Propo>ed 3-101 ,hor\ plal subdivision of a ZS,657 sf (0.66 a) parcel of land located at 3513 NE 7th Strut. The are~ ii ioned Residential Band has a Comprehen,;,,., Plan L,,nd Use desiBnatlon of Ae,identlal Single Family. The action 1, administrat111e There are oo known critical arus on or near the ,ite, therefore, the proposed project Is exempt from err,ironmental roview. PROJECT LOCATION: 35U NE 7,. S1reet PU8UC APPROVALS: At!mlnistrative Short Plal ll...,.M!w APPLICANT/PROJECT CONTACT PERSON: Darrell Offo; Offe Engineers, PLLC; 13932 SE 159"' Place; Renton, WA9805B; !:ml: darrell.offe@comcast.ne! PU8UCHEARING: N/A Comments on the abowe appllutlon must be ,ubmltled ln wrltlni to Elizabeth HTuln,, S.nlor Planner, Department ol Community & Economic Danlopmont, 1055 South Gr,,dy Way, Renton, WA 98057, by 5:00 p.m. °" May 28, 2013. JI you have oue,tions about 1hl, propowl, or wl\h 10 be made a p•rty of record and receive additional notification by mail, contact the Project Mana~r at (425) 430-6581. Anyo,... who subml15 wri\len romments will automatically become a partyo/ record and will be notifted ol any ded5'on on this project. PLEASE INCLUDE THE PROJECT NUMBER WHEN CALLING FOR PROPER FILE IDENTIFICATION DATE OF APPLICATION; April 23, 2013 NOTICE OF COMPLETE APPLICATION: May 14, 2013 If you would like 10 be made a party of record to receive funr>er Information on thl• pro po,~ project, complete thl1 form and return to: Qty of Renton, cm. Planning Division, 1055 South GradyW~, Renton, WA 98057. FIie Name/ No.: NE 7th W~<! Shon Plat/ LUAU-000496. SHPL-A NAME:----------------------------~ MAILING ADORHS: _____________ rny/Slalte/Zip: ________ _ THEPHONE NO.:------------ CERTIFICATION I, ~Z-M?e>iU-.I.H ~ ..J ':> hereby certify that 5 copies of the above document were posted in ----2._ conspicuous places or nearby the described property on Date: l:1A-''( 11: 1 -u, 0 STATE OF WASHINGTON COUNTY OF KING ss Signed:.e-(b«~ ~ "--' J orthe , CITY OF RENTON DEPARTMENT OF COMMUNTY & ECONOMIC DEVELOPMENT· PLANNING DIVISION AFFIDAVIT OF SERVICE BY MAILING On the 14th day of May, 2013, I deposited in the mails of the United States, a sealed envelope containing Acceptance Letter and Notice of Application documents. This information was sent to: Name Representing Darrell Offe Contact Arthure & Gertrude Stirn Owners Kyle Miller Applicant 300' Surrounding Property Owners See attached (SignatureofSender): 7 ~ m~,{/ STATE OF WASHINGTON ) ) ss COUNTY OF KING ) I certify that I know or have satisfactory evidence that Stacy M. Tucker signed this instrument and acknowledged it to be his/her/their free and voluntary act for the uses and purposes mentioned in the instrument. Dated: ~5;+-/~j~+-/.....,; 5_ ic in and for the State ofW gt\101' ~\~\ ~ ,,. : ""-~ I J I ~v.,i ... "'JI i I: ,1 s _j_ ~ .... i "V • < -~ ::; Notary (Print) : ____ t_i .S_L.;,.-J~):'.1'------__ rt-'--· _..::...·.:ce-'-f--'--,'1-'---;:;,i,' .,.~1r'~, --="--'-.,;~;,;-t<-"_.,,J i{{, \ ~ .. "uc a; E My appointment expires: /_ ·z,· -z D I 7 "'0_'1, .... ,9 -~ :,: If' -I -\-.r, ,,,,, "17 ,....-/ '',,/ii,.~····~''"'"''"'"~ '•,;'.'161'://NG"IO .... ~'" '''"\\"''''"' NE 7th West Short Plat LUAB-000496, SHPL-A • COSMANDA LLC 6191 118TH AVE SE BELLEVUE, WA 98006 JOHNSON MEGAN+MIKE D 17225 NE 15TH PL BELLEVUE, WA 98008 ROJAS ARMANDO M+GUADALUPE 3512 NE 7TH PL RENTON, WA 98056 CASANOVA GLORIFICADOR 3518 NE 7TH PL RENTON, WA 98056 YEE SAMUEL+DORINA 15505 SE 46TH WAY BELLEVUE, WA 98006 LOEWENHAGEN R G 3418 N E 7TH PL RENTON, WA 98055 CRUTCHFIELD 3613 NE 7TH ST RENTON, WA 98056 SWITZLER CHARLES W 3517 NE 7TH RENTON, WA 98055 PHAM THUONG+NGUYEN NIEM THI 3554 120TH AVE NE BELLEVUE, WA 98006 CAPPONI DARIN WAYNE 3606 NE 7TH ST RENTON, WA 98056 LAM HAO V+LISA N 3513 NE 7TH PL RENTON, WA 98056 SUCIU ELENA 4224 NE 10TH PL RENTON, WA 98059 DEYMONAZ JEFFREY K 3425 NE 7TH PL RENTON, WA 98056 BATES VIVIEN M 3619 NE 7TH PL RENTON, WA 98056 RUTLEDGE ROBERT+BELL KRISTY 3606 NE 7TH PL RENTON, WA 98056 WILLIAMSON KATHLEEN M 661 NEWPORT CT NE RENTON, WA 98056 LANG ROBERT D SR & JOAN L 9640 E NIDO AVE MESA, AZ 85209 STIRN A J 3513 NE 7TH ST RENTON, WA 98056 KUMAR SUBHASHNI D 3624 NE 7TH ST RENTON, WA 98056 CRAIG BETTY JEAN 3518 NE 7TH ST RENTON, WA 98055 KLEEBERGER WAYNE M 3519 NE 7TH PL RENTON, WA 98055 SORTO EUFEMIA FUENTES SORTO KARLA CRISTINA 3607 NE 7TH PL RENTON, WA 98056 BRISTOL 20620 LLC 7683 SE 27TH ST # 206 MERCER ISLAND, WA 98040 BINGAMAN ANN M 3625 NE 7TH PL RENTON, WA 98056 HUBNER MR+MRS JEFFREY 6018 113TH PL SE BELLEVUE, WA 98006 TRAN TUYET +LUU HUNG CHI 660 NEWPORT CT NE RENTON, WA 98059 CARLSON KAREN A 3354 W AMES LAKE PL NE REDMOND, WA 98052 SLATER KIM 3507 NE 7TH ST RENTON, WA 98056 PALANCIUC VLADIMIR+LUIBA 3610 NE 7TH ST RENTON, WA 98056 DOUWES SCOTT A G 3512 NE 7TH ST RENTON, WA 98056 • JOHNSON KEVIN 12624 177TH PL SE RENTON, WA 98059 BOGOLYUBOV ROZANNA+KONSTANT 15152 SE 54TH PL BELLEVUE, WA 98006 DUMO NERIO P 3430 NE 7TH PL RENTON, WA 98056 ALVAREZ ono A+GUSTAFSON AN 665 NEWPORT CT NE RENTON, WA 98056 WILLIAMS JOHN C+LESLIE J 1825 ILWACO AVE NE RENTON, WA 98059 STEELE MATIHEW T 668 PIERCE CT NE RENTON, WA 98056 LU HUNG+VAN VO 684 NEWPORT CT NE RENTON, WA 98056 KING STEPHEN M & NARANJOE 670 NEWPORT CT NE RENTON, WA 98056 LU HUNG 684 NEWPORT CT RENTON, WA 98056 MORAN MICHAEL J 671 PIERCE CT NE RENTON, WA 98056 TON HAO T 22650 129TH PL SE KENT, WA 98031 LU HUNG VIET 3414 NE 7TH ST RENTON, WA 98056 NELSON GREGORY L 3500 NE 7TH PL RENTON, WA 98056 MUHIC JOHN A 3506 NE 7TH PL RENTON, WA 98056 JUNSO JACQUELYN 3524 NE 7TH PL RENTON, WA 98056 DOLAN LARRY E MR 13525 181ST AVE SE RENTON, WA 98059 rf Cityof I r ":.. sf J:ICJIJ 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: May 14, 2013 PROJECT NAME/NUMBER: NE ih West Short Plat/ LUA13~000496, SHPL-A PROJECT DESCRIPTION: Proposed 3-lot short plat subdivision of a 28,657 sf (0.66 a) parcel of land located at 3513 NE 7th Street. The area is zoned Residential 8 and has a Comprehensive Plan land Use designation of Residential Single Family. The action is administrative. There are no known critical areas on or near the site, therefore, the proposed project is exempt from environmental review. PROJECT LOCATION: 3513 NE 71 h Street PUBLIC APPROVALS: Administrative Short Plat Review APPLICANT/PROJECT CONTACT PERSON: Darrell Offe; Offe Engineers, PLLC; 13932 SE 159th Place; Renton, WA 98058; Eml: darrell.offe@comcast.net PUBLIC HEARING: N/A Comments on the above application must be submitted in writing to Elizabeth Higgins, Senior Planner, Department of Community & Economic Development, 1055 South Grady Way, Renton, WA 98057, by 5:00 p.m. on May 28, 2013. 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) 430~6581. Anyone who submits written comments will automatically become a party of record and will be notified of any decision on this project. PLEASE INCLUDE THE PROJECT NUMBER WHEN CALLING FOR PROPER FILE IDENTIFICATION DATE OF APPLICATION: April 23, 2013 NOTICE OF COMPLETE APPLICATION: May 14, 2013 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.: NE 7th West Short Plat/ LUAB-000496, SH PL-A NAME: --------------------------------------- MAILING ADDRESS:----------------City/State/Zip: __________ _ TELEPHONE NO.: ---------------- Denis Law Mayor_ May 14, 2D13 Darrell Offe Offe Engineers, PLLC 13932 SE 159th Place Renton, WA 98058 Department of Community and Economic Development C.E.11Chip 11 Vincent,Administrator. Subject: Notice of Complete Application -NE 7tt. West Short'Plat, LUA13-000496, SHPL-A Dear Mr. Offe: The Planning Division of the City of Renton has determined thatthe subject application is complete according to submittal requirements and, therefore, is accepted for review. You will be notified if any additional information is required to continue processing your application. Please contact me at (425) 430-6581 if you have any questions_ Sincerely, /3p";rd.Jd£.J~ Elizabeth Higgins Senior Planner cc: Al1hur & Gertrude Stirn./ Owner(s) Kyle Miller° KRRV Dev, LLC / Applicant Renton City Hall • 1055 South Grady Way.• Henton, Washington 98057 • rentonwa.gov Denis Law Mayor May 14, 2013 Nancy Rawls Department of Transportation Renton School District 420 Park Avenue N Renton, WA 98055 Department of Community and Economic Development C.E."Chip"Vincent, Administrator Subject: NE 7th West Short Plat LUAB-000496, SHPL-A The City of Renton's Department of Community and,Economic Development (CED) has received an application for a 3-lot single-family subdivision located at 3513 NE 7th Street. Please s~e th.e enclosed Notice of Application for further details. In order to process. this ·application; CED needs to know which Renton schools would be attended by children living in residences at the location indicated above. Please fill in the appropriate schools on the list below and return this letter to my attention, City of Renton, CED, Planning Division, 1055 South Grady Way, Renton, Washington 98057; email: ehiggiris@rentonwa.gov; or fax to (42S) 430°7300, by May 28, 2013. ElementarySchool: __________________ ~~-'--~--'---- Middle School: --'----''---~-----'---------------- High School: -'-----------------------~--- Will the schools you have indicated be able to handle the.impact dfthe additional students estimated to come from the proposed development? Yes No __ _ Any Comments:._·---~---------------'----------- Thank you for providing this impc,rtant information. _ If you _have any questions regarding this . project, please contact me at (425) 430-6581. Sincerely, .~'7~.d-£J~ Elizabeth Higgins Senior Planner Enclos\Jre Renton City Hall • 1055 South Grady Way • Renton,Washington 98057 • rentonwa.gov fp--il7 -tJ{){)O t Y' i-------.. City of Renton LAND USE PERMIT MASTER APPLICATION PROPERTY OWNER(S) PROJECT INFOijMAfldrt?lL~.l[)) NAME= Uvr ttN! ~;e sh!W ~iCTr-VEw;;Nsfui-r-Hin . ADDRESS 36/p AIU-7ff. 5~ffrr PROJECT/ADDRESS(S)/LOCATION AND ZIP CODE: ::,01~ tJc~~ CITY: ,f?r:;_1, "'(tJ# ZIP: 'f f{J5t:, ~iDtJ I \>)A. ,~ KING COUNTY ASSESSOR'S ACCOUNT NUMBER(S): TELEPHONE NUMBER: eou Io ... o,z.o APPLICANT (if other than owner) NAME: ~IE M,/..Uii!Z EXISTING LAND USE(S): 7l1Jfol£ (*Mlt..a.y • COMPANY (if applicable): K RJ<.,/ ~ Llc. PROPOSED LAND USE(S): V ~IJJbL.J: f'AM~L-'1 EXISTING COMPREHENSIVE PLAN MAP DESIGNATION: ADDRESS: 17.0, &,x r~ iSr ~ ~u::>6'l(",Al.. ~Na.£ F*Vl.ci PROPOSED COMPREHENSIVE PLAN MAP DESIGNATION CITY=fltw'--~ ZIP:'! if)J I (if applicable) ~/It TELEPHONE NUMBER Z'~· 8'52 .-ze,zz EXISTING ZONING: ~-'z> CONTACT PERSON PROPOSED ZONING (if applicable): tj/~ SITE AREA (in square feet): NAME:DA~ ~ Z..I. ftl?1 SQUARE FOOTAGE OF PUBLIC ROADWAYS TO BE COMPANY (if applicable)Cffi ~l#J~ S DEDICATED: 0 ADDRESS: l'Y\?'2. ~ l4711!' 'P\.Ae.G SQUARE FOOTAGE OF PRIVATE ACCESS EASEMENTS: {,,OZ~ PROPOSED RESIDENTIAL DENSITY IN UNITS PER NET CITY: ~,J ZIP: 'f'lt)~g' ACRE (if applicable) 7. 7 TELEPHONE NUMBER AND EMAIL ADDRESS: 41.t:ii · 2':,D • ;,4-\ '2.. NUMBER OF PROPOSED LOTS (if applicable) 4 Ja..rrt-l I . Dtf-t. @.. c.DM cao+.. N--t NUMBER OF NEW DWELLING UNITS (if applicable): 4 C:\Offe Engineers\Standards\Renton\Prel Plat\master app.doc -l -03/1 l Pn.JJECT INFORMATION (contin __ d) ~-~----~----------~ NUMBER OF EXISTING DWELLING UNITS (if applicable): I SQUARE FOOTAGE OF PROPOSED RESIDE/,,AL BUILDINGS (if applicable) -z_, /t(Jt) ', .f. ~ SQUARE FOOTAGE OF EXISTING RESIDENTIAL BUILDINGS TO REMAIN (if applicable): 0 SQUARE FOOTAGE OF PROPOSED NON-RESIDENTIAL BUILDINGS (if applicable): 0 SQUARE FOOTAGE OF EXISTING NON-RESIDENTIAL BUILDINGS TO REMAIN (if applicable): 0 NET FLOOR AREA ON NON-RESIDENTIAL BUILDINGS (if applicable): NUMBER OF EMPLOYEES TO BE EMPLOYED BY THE NEW PROJECT (if applicable): PROJECTVA}UEi_.f /-,~ -· (, ·--1 etafl' ~ llz U,i{il)4 IS THE s'iTE LOCATED IN ANY TYPE OF ENVIRONMENTALLY CRITICAL AREA, PLEASE INCLUDE SQUARE FOOTAGE (if applicable): D AQUIFIER PROTECTION AREA ONE D AQUIFIER PROTECTION AREA TWO D FLOOD HAZARD AREA D GEOLOGIC HAZARD D HABITAT CONSERVATION D SHORELINE STREAMS & LAKES D WETLANDS ___ sq.ft. ___ sq.ft. ___ sq.ft. ___ sq.ft. ___ sq.ft. LEGAL DESCRIPTION OF PROPERTY (Attach ,..,,al descriotion on separate sheet with the followina information included) SITUATE IN THE "5£;'. QUARTER OF SECTION !1.--, TOWNSHIP 13_, RANGE£, IN THE CITY OF RENTON, KING COUNTY, WASHINGTON AFFIDAVIT OF OWNERSHIP ~ I, (Print Name/s) 1 ~12. \.\ hl <; .\...~~ $<..{san }Tl,' 5 ":'~ilai/under penalty of pe~ury under the laws of the State of Washington that I am (please ;;;;eek one) __ the cu/rent owner of the property 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. ~Q~~ ~r~YD9 SignatW-e~ner/RepresentatiV;> -- i I P.u./-1. 3cJ3-l3 ,/-1,a4,..,, "?11 ~ o3 ·rJ.3 r~ Date Signature of Owner/Represen~ Date STATE OF WASHINGTON ) ) ss COUNTY OF KING ) I certify that I know or have satisfactory evidence that Wa__w signed this instrument and acknowledge it to be lli8/bar/their free uses and purpose mentioned in the instrument. ?of\ ; y),c;, 11 'j,c;.~ ~,?I'\ ~7 nd voluntary act for the Dated Notary Public in and for the State of Washington ,,,u1111,,,, ,,,,, '-l \ 0 G,ql ,,,, 'r,,~ ........ ~ ,, ~ V .-::,sslON ?t• . 1,A i ', Notary (Print): ----a·D=a"'"'-''-<--' ,_, d"'--'---'(_=,"'"'-.J.\.,,_l0'-'"w=t.-...J)C------- ' ··~~-"'1,0·• ·y , ~ -c,o ~·· , ... : ~·.,:. .:: : NOTARY '": - My appointment expires: _ __,,.o"-'S:.___----'"'2.c:_'_-_-z=o=:c· __c,_5..,_ _____ _ . . -: <1 \ PUBLIC 1 : -.. :;l?- H:\CED\DOt\~\...Tesi.£1atcs\Self-Hel .. '"1:C!!fO~lanning\ma~terapp.doc ';, ~ •••• 127120\\··· ,.~ ~ '" Of:: ••••••••• ~v ' ,,,, WAS't\'\ ,,,,, ''''"""''' . 2. 03/11 • PREAPPLICATION MEETING FOR Vea's Short Plat 3517 NE 7th Street PRE 13-000086 :o) rt; 11" ['.~.·.· 'J\\/7~ f[5' •fll &a~? c:., l 'i.J L'= LL!! CITY OF RENTON Department of Community & Economic Development Planning Division February 14, 2013 Contact Information: Planner: Gerald Wasser, 425.430.7382 Public Works Plan Reviewer: Jan Illian, 425.430.7216 Fire Prevention Reviewer: Corey Thomas, 425.430. 7024 Building Department Reviewer: Craig Burnell, 425.430.7290 Please retain this packet throughout the course of your project as a reference. Consider giving copies of it to any engineers, architects, and contractors who work on the project. You will need to submit a copy of this packet when you apply for land use and/or environmental permits. Pre-screening: When you have the project application ready for submittal, call and schedule an appointment with the project manager to have it pre-screened before making all of the required copies. The pre-application meeting is informal and non-binding. The comments provided on the proposal are based on the codes and policies in effect at the time of review. The applicant is cautioned that the development regulations are regularly amended and the proposal will be formally reviewed under the regulations in effect at the time of project submittal. The information contained in this summary is subject to modification and/or concurrence by official decision-makers {e.g., Hearing Examiner, Planning Director, Development Services Director, Department of Community & Economic Development Administrator, Public Works Administrator and City Council}. Fire & Emergency Serv;r:s Department DATE: TO: FROM: SUBJECT: MEMORANDUM 1/31/2013 12:00:00AM Gerald Wasser, Associate Planner Corey Thomas, Plan Review/Inspector (Veas Place Short Plat) PREB-000086 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 are no existing fire hydrants that can be counted toward the requirements. It appears there is adequate fire flow in this area. 2. The fire impact fees are applicable at the rate of $479.28 per single family unit. This fee is paid prior to recording the plat. 3. Fire department apparatus access roadways are required to be a minimum of 20-feet wide fully paved, with 25-feet inside and 45-feet outside turning radius. Fire access roadways shall be constructed to support a 30-ton vehicle with 322-psi point loading. Access is required within 150-feet of all points on the buildings. Approved apparatus turnarounds are required for dead end roads exceeding 150-feet. Hammerhead turnarounds are allowed for dead end streets up to 300-feet long. Access as proposed appears adequate. Page 1 of 1 10EPARTMENT OF COl\l'l\/lUNITY 'AND ECONOMIC DEVl:uJPMENT DATE: TO: FROM: SUBJECT: MEMORANDUM 2/14/2013 12:00:00AM Gerald Wasser, Associate Planner Jan Illian, Plan Reviewer (Veas Place Short Plat) PRE13-000086 NOTE: The applicant is cautioned that information contained in this summary is preliminary and non -binding and may not subject to modification and/or concurrence by official city decision-makers. Review comments may also need to be revised based on site planning and other design changes required by City staff or made by the applicant. I have completed a preliminary review for the above-referenced proposal. The following comments are based on the pre-application submittal made to the City of Renton by the applicant. Water 1. Water service is provided by the City of Renton. There is an 8-inch water main in NE 7th Street. The existing home at 3517 -NE 7th Street is served by a %'' water meter connected to the 8-inch water main. 2. System development fee for water is based on the size of the new domestic water meter that will serve each new lot. Fee for %-inch water meter or a 1-inch water meter is $2,523.00. Credit will be given to the existing home. 3. Fee for a %-inch meter installed by the City is $2,668.00. Fee for a 1-inch meter installed by the City is $2,870.00. Sanitary Sewer 1. Sewer service is provided by the City of Renton. There is an existing 8-inch sewer main in NE 7th Street approximately 220 feet east of the site. There is an 8-inch main in Pierce Ct NE; however accessing the sewer in this location will require an easement. Extension of the sewer will be required. 2. System development fee for sewer is based on the size of the new domestic water to each new lot. Sewer fee for a%-inch water meter or a 1-inch meter is $1,812.00. 3. This site falls within the East Renton Interceptor Special Assessment District. Fee is $316.80 per new lot. Storm Drainage 1. There is no drainage conveyance system in NE 7th Street. 2. A drainage plan and drainage report will be required with the site plan application. The report shall comply with the 2009 King County Surface Water Manual and the 2009 City of Renton Amendments to the KCSWM, Chapter 1 and 2. All core and any special requirements shall be contained in the report. Based on the City's flow control map, this site falls within the Flow Control Duration Standard, Forested Conditions . The drainage Page 1 of 2 report will need to follow the area specific flow control requirements under Core Requirement# 3. This project may be subject to Appen., Small Site Drainage Review. 3. A geotechnical report for the site is required. Information on the water rable and soil permeability with recommendations of appropriate flow control BMP options with typical designs for the site from the · geotechnical engineer shall be submitted with the application. 4. Surface water system development fee is $1,120.00 for each new lot. Credit will be given to the existing home. 5. A Construction Stormwater Permit from Department of Ecology is required if clearing and grading of the site exceeds one acre. Transportation /Street 1. Existing right-of-way width in NE 7th Street is 60 feet fronting the site. NE 7th Street is classified as a residential access road. To meet the City's complete street standards, street improvements including 26 feet of paving, curb and gutter, 8-foot planter strip, 5-foot sidewalk, and storm drainage improvements are required to be constructed in the right of way fronting the site. Roadway section will be a 52-foot right-of-way. No dedication of right of way is required. 2. Current traffic impact fees $717. 75 per new single-family lot. Credit will be given to the existing home. Fees are payable prior to issuance of each building permit. Effective January 2014, fees will increase to $1,430.72 per new single family residence. 4. Street lighting is not required for a 4 lot short plat. fJ\Ut 5. The maximum width of single loaded garage driveway shall not exceed nine feet (9') and double-loaded garage driveway shall not exceed sixteen feet (16'). General Comments 1. All construction utility permits for drainage and street improvements will require separate plan submittals. All utility plans shall conform to the Renton Drafting Standards. Plans shall be prepared by a licensed Civil Engineer. 2. Separate permit and fees will be required for the water meter installation, side sewer connection and storm water connection. 3. Water services, sewer stubs and drainage flow control bmps are required to be provided to each new lot prior to recording of the short plat. Page 2 of 2 'I ' , DEPARTMENT OF COIV''VlUNITY ' 'AND ECONOMIC DEVl::u.JPMENT DATE: TO: FROM: SUBJECT: MEMORANDUM 2/14/2013 12:00:00AM Pre-Application File No. PRE13-000086 Gerald Wasser, Associate Planner (Veas Place Short Plat) PRE13-000086 General: We have completed a preliminary review of the pre-application for the above-referenced development proposal. The following comments on development and permitting issues are based on the pre-application submittals made to the City of Renton by the applicant and the codes in effect on . The applicant is cautioned that information contained in this summary may be subject to modification and /or concurrence by official decision-makers (e.ge, Hearing Examiner, Community & Economic Development Administrator, Public Works Administrator, Planning Director, Development Services Director, and City Council). Review comments may also need to be revised based on site planning and other design changes required by City staff or made by the applicant. the applicant is encouraged to review all applicable sections of the Renton Municipal Code. The development Regulations are available for purchase for $50.00 plus tax, from the Finance Division on the first floor of City Hall or on line at www .rentonwa.gov. Project Proposal: The subject property is located at 3517 NE 7th Street (APN 8011100125). The project site is a flat lot. The property is zoned Residential -8 dwelling units per acre and is 28,697square feet (0.66 acre) in size. The applicant is proposing a 4-lot short plat. The site is currently developed with a 1,480 square foot house and a garage which would be removed. Vehicular access for all four lots would be via a proposed 26-foot wide access easement from NE 7th Street with driveways for each lot. Current Use: The property is developed with a 1,480 square foot single-family house and a garage to be removed. Zoning/Density Requirements: The subject property is zoned Residential-8 dwelling units per acre (R-8). The minimum density in the R-8 zone is 4.0 dwelling units per net acre (du/ac) and the maximum density is 8.0 du/ac. Note: Private access easements, critical areas and public right-of-way dedications are deducted from the total area to determine net density. It appears that the proposed access easement would be approximately 6,123 square feet; therefore, the net area would be 22,574 square feet and the net density would be 7.84 du/ac which is within the required density range. A Density Worksheet would be required with a formal short plat application submittal. The Density Worksheet must demonstrate that the proposed project is within the R-8 zone density range. Development Standards: The project would be subject to RMC 4-2-llOA, "Development Standards for Single Family Zoning Designations" effective at the time of complete application. Minimum Lot Size, Width and Depth -The minimum lot size permitted in Zone R-8 is 5,000 square feet for parcels less than one acre. Minimum lot width is SO feet for interior lots and 60 feet for corner lots; minimum lot depth is 65 feet. All four proposed lots meet the size, width and depth requirements. Building Standards -The R-8 zone allows a maximum building coverage of 35% of the lot area or 2,500 square feet, whichever is greater for lots over 5,000 square feet in size. The maximum impervious coverage in the R-8 zone is 75%. Building height is restricted to 30 feet. Detached accessory structures must remain below a Page 1 of 3 height of 15 feet and one-story. Accessory structures are also included in building lot coverage calculations. Compliance with building standar.ill be determined at the time of buil permit review for any new structures. Setbacks -Setbacks are the minimum required distance between the building footprint and the property line. The required setbacks in Zone R-8 are: Front yard -15 feet for the primary structure. Rear yard -20 feet. Side yards -5-feet, except 15-feet for side yards along a street or access easement. There appears to be adequate area on each of the four lots to meet the setback requirements. Setbacks will be verified at the time of building permit review. Residential Design and Open Space Standards: The Residential Design and Open Space Standards contained in RMC 4-2-115 would be applicable to any new residential structures. A handout indicating the applicable guidelines and standards is enclosed. Access/Parking: Access to each of the four proposed lots would be via new driveways from the proposed access easement. The maximum driveway width at the property line is 16 feet. Two off street parking spaces are required for each lot. Landscaping: Except for critical areas, all portions of a development area not covered by structures, required parking, access, circulation or service areas, must be landscaped with native, drought-resistant, vegetative cover. Development standards require that all pervious areas within the property boundaries be landscaped. The minimum on-site landscape width required along street frontages is 10 feet. In addition, two ornamental trees are required in the front yard setback area of each lot. Please refer to landscape regulations (RMC 4-4-070) for further general and specific landscape requirements. A conceptual landscape plan would be required at the time of formal Short Plat application. Significant Tree Retention: There are several large trees in the western and rear portions of the subject property. If significant trees (greater than 6-inch caliper) are proposed to be removed, a tree inventory and a tree retention plan along with a tree retention worksheet shall be provided with the formal land use application. The tree retention plan must show preservation of at least 30 percent of significant trees, and indicate how proposed building footprints would be sited to accommodate preservation of significant trees that would be retained. If staff determines that the trees cannot be retained, they may be replaced with minimum 2 inch caliper trees at a ratio of six to one. Critical Areas: No critical areas are located on the project site. Environmental Review: Short plats are exempt from Environmental {SEPA) Review unless critical areas are found to exist on the subject property. No critical areas have been identified on the project site. Permit Requirements: The project would require approval of an administrative short plat. Administrative short plat requests are reviewed within an estimated time frame of six to eight weeks. The fee for a short plat application is $1,442.00 ($1,400.00 plus 3% Technology Surcharge Fee). Detailed information regarding the land use application submittal is provided in the attached handouts. Fees: In addition to the applicable building and construction fees, impact fees would be required. Such fees would apply to all projects and would be calculated at the time of building permit application and payable prior to building permit issuance. The fees for 2013 are as follows: • Transportation Impact Fee -$717.75 per new single-family house;\ . . (i) _ ·.L • Park Impact Fee -$530.76 per new single-family house; and /. f)v, /d,1?4 (.tf!Uq • Fire Impact Fee -$479.28 per new single-family house. V A handout listing the impact fees is attached. A Renton School District Impact Fee, which is currently $6,392.00 per new home, would be payable prior to building permit issuance. A handout listing all of the City's Development related fees in attached for your review. Note: When the formal application materials are complete, the applicant needs to make an appointment to have one copy of the application materials pre-screened at the 6th floor front counter prior to submitting the complete application package. Page 2 of 3 ' Expiration: Upon approval, short plats are valid for two years with a possible one year extension. Page 3 of 3 PRE13-000086 Vea's Place Short Plat ' .J f ' 0 1: 2,628 219 0 110 NAD_ 1983_HAR N_StatePlane_ Washington_ North_FIPS_ 4601 219 Feet City of Renton,, Finance & IT Division Legend Jurisdiction Boundaries [J Otha" [] City of Renton Addresses D Parcels Overlay Districts CJ Auto Mal: A 1=:J Auto Mall B D Emploi·ment Area Valley :--~ C~y Center S1gn Regulation Area Information Technology. GIS RentonMapSupport@Rentonwa.gov 217/2013 El Urban Design District D Environment Designations Q Natural IJ Shoreline High Intensity 0 Shoreline Isolated High lntens 1ty [J Shoreline Residential O Urban Conservancy D Jurisdictions !fl Wetlands This map is a user generated st,it1c output fron an Internet napping site and 1s for refe'B.1ce only. iJala layers thal appea" on this map may o, may not be ac~urate. current, or otherwise rei,able THIS MAP IS NOT TO BE USED FOR NAVIGATION M- /!31 ~-~-8 .... IL DS -04 T23N RSE E 1/2 R-8 '\ -•i • ' J = .icf~-•/~ 'ji~~~'.?, -~R-8 i : -_: ---- '--~---'"'-r-----.,-~ NEllllt81 1 -~ I I;:;=~, ~~==='. '---'---'-'·R-'-:-'-,"'-"_...._~__.----·~ '--'----'&a;-'--'-'-'_-'__.jjl, ~-~-81. +I RM-F RM-F CA RM-F -CA RM-F '-...l. .... R-8 R-8 --w -·-·-t l'IEa,111 NE 71nJ -=··· · .. ! .. ' ---c_J ---- ,. -·------_, R-8--• ~~~~,--' ___ .L _ -----··::,,.' . ..:··_ R-10,----, " t,----CA---,lrCA::-:-,-------:R~-8:----~~~~p•:_ ____ ~CA~-~-~--,r~-----_----:--~--~;-:::~t ZONING MAP BOOK PW TECHNICAL SERVICES PRINTED ON 11/13/09 --~··---.... , ,__....,.......,.oca,-.,,aodll-OD11 .,,.----.......... ----11-fll<~<l<pla\,-~ FS -16 T23N RSE E 1/2 ES 0 200 kJ 400 I Feet 09 T23N R5E E 1/2 1:4,800 5309 NE :7h WEST SHORT PLAT 3513 NET" STREET 4 Single Family Residence -Short Plat PROJECT NARRATIVE I: The proposal is to construct 4 new homes on the property located at the CENTRAL AREA OF THE Renton Highlands off of NE 7"' Street. There is an existing house and several out buildings located on the property. The property currently gently slopes from East to West. The natural discharge location of the property is a sheet flow pattern along the westerly property line. The drainage ultimately contributes to the Cedar River. Permits required: Land Use Action permit, Utility permits, and Building permits Zoning designation: The property is zoned Single Family Residential R-8. The surrounding area is zoned single-family residential. Current Use: Residential single family Special features: No sensitive areas or special features are on or near the property. Soil Type/Drainage: The site is underlined with dense Alderwood series soils that are covered with landscape, lawn, gravel roads, and buildings. The drainage design for the proposed short plat would be to disperse all targeted impervious areas into perforated pipe connections into the existing public drainage system. Lot coverage restrictions (impervious area) are proposed to mitigate developed runoff. Proposed use: 4 single family residences Access: Access to the project would be from NE 7'h Street utilizing a private access street for three of the lots; one of the lots is proposed to take access off of NE 7th. Proposed Off site improvements: Offsite improvements would include extension of the sewer and storm system located 200 feet to the west on NE 7th. Road crossing of the water system located on the north side of NE 7th. All other improvements are proposed to be on site or frontage. Total estimated cost/ Fair market value: Estimated construction cost $150,000; Market value (completed homes) $1,600,000 Estimated quantities: Assume approximately 100 yards of backfill material may be necessary to grade for sidewalk. No further material is needed. Trees removed: There are 26 existing trees on the site -10 will be removed as part of road construction; 9 be will removed as part of house construction; 7 will be retained. 10 new trees are proposed to be planted as part of the new landscaping. Dedication to the City: No dedication is proposed. Proposed size, number and range: The lots range from 7,202 to 7,068 square feet. There are 4 proposed lots. Job shacks, sales trailers, and model home: No proposal at this time NE 7h West Short Plat 3513 NE 7h Street 4 Single Family Residence CONSTRUCTION MITIGATION Proposed Construction Dates (begin and end dates): Start of construction is proposed for summer/fall 2013 with the demolition of existing structures and installation utilities/frontage improvements. Frontage improvements and off site construction will cause minor disruption to traffic along NE 7th Street. These frontage improvements will include: off-site drainage, sewer extension, water crossings, paving, curb/gutter and sidewalk, and landscaping. Hours and days of operation: 8:30 am to 3:30 pm, Monday through Friday or as otherwise allowed by City of Renton. Proposed Hauling/ Transportation routes: Materials and labor to the site are proposed off of private access road along the west side of the property. Vehicle parking and backfill material storage are proposed to be onsite. Measures to minimize construction activities: NE 7th will or could possibly need to be closed for a portion of the offsite improvements. The sewer and storm extension will be construction along the center of the paved section due to the proximity of a gas main location where these utilities should be. This area of Renton (along NE 7th) has a grid pattern to the roads. Closing this section of road will be evaluated as part of the traffic control plan. Special hours: No special hours are necessary to complete construction. Weekend work may be necessary to be scheduled for completion; this will be determined by owner, contractor, and City of Renton. Preliminary Traffic Control Plan: Coordination with the City of Renton staff will be necessary to minimize disruption to traffic on NE 7'" Street. Once a contractor is selected, a traffic control plan will be submitted and approved prior to the pre-construction meeting with the City of Renton. This plan will be installed prior to any construction activities. DENSITY WORKSHEET City of Renton Planning Division 1055 South Grady Way-Renton, WA 98057 Phone: 425-430-7200 Fax: 425-430-7231 1. Gross area of property: 1. ~. fa'27 square feet 7 2. Deductions: Certain areas are excluded from density calculations. These include: Public streets** Private access easements** Critical Areas* Total excluded area: 3. Subtract line 2 from line 1 for net area: 4. Divide line 3 by 43,560 for net acreage: 5. Number of dwelling units or lots planned: 0 square feet (,;,02.e square feet -square feet 2. ~,()~ 3. Z-2,h~ / 4. 0, ,57- 5. i square feet square feet acres units/lots 6. Divide line 5 by line 4 for net density: 6. 7, 7 = 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. C:\Offe Engineers\Standards\Renton\Short Platldens;ty.doc -1 -03108 -----------------------· City of Renton TREE RETENTION ' ( .. , .. : WORKSHEET 1. Total number of trees over 6" in diameter1 on project site: 1. _,Z_?].p~~"-·._·_·.•_,_"_· .' ;rees ii t 2. Deductions: Certain trees are excluded from the retention calculation: Trees that are dead, diseased or dangerous2 - Trees in proposed public streets - Trees in proposed private access easements/tracts -, Trees in critical areas3 and buffers - trees trees trees trees Total number of excluded trees: 3. Subtract line2from line 1: 2. 3. __ ? ___ trees __ l_'J,__ __ 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. -~V~ ___ trees 5. List the number of 6" or larger trees that you are proposing 5 to retain 4 : 5. 7 trees 6. Subtract line 5 from line 4 for trees to be replaced: (If line 6 is less than zero, stop here. No replacement trees are required). 6. -______ trees 7. Multiply line 6by 12" for number of required replacement inches: 7. JJ(A--- 8. Proposed size of trees to meet additional planting requirement: (Minimum 2" calipertrees required) 8. 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) ------ inches inches per tree 9. ______ trees 1 -Measured at chest height. 2· Dead, diseased or dangerous trees must be certified as such by a forester, registered landscape architect, or certified arbonst. 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). •-Count only those trees to be retained outside of critical areas and buffers. s. The City may require modification of the tree retention plan to ensure retention of the maximum number of trees per AMC 4-4-130H7a e. Inches of street trees, inches of trees added to critical areas/buffers, and inches of trees retained on site that are less than 6" but are greater than 2" can be used to meet the tree replacement requirement. H:\CED\Data\Fonns-Tcmplates\5elf-Help Handouts\Plarutlng\TreeRetentionWorksheet.doc 12108 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 ) ~VLE. M ILLE:f?_ duly sworn on oath, deposes and says: 1. On the ;;r;;tJD day of 8 pg. IL '20 13 ' I installed information sign(s) and plastic flyer box on the property .3513 N f. 3TH S+ BE.ll.lTON1 WA for the following project: ~· (.,Jfy fi'f ;~~:.'!1~•·:cn . ,. ~. ' ' ;-):, .:i I! ii .' i1 APR 2 3 2013 being first j__ public located at 3:TH :3re.££1"' hlcsr 'F3..er Project name ScoT[ 0No6H J.lom£s It.Jc. Owner Name 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 Installation' handout package. ~ instaiier Signature -----';@U{,c...;c.....:... ___ , 20_/.3_. residing at .,i.~2'.:_ ______ . My commission expires on //-/s-/42 H: \CED\Data\F orms-T emplate.'i \Self-Help Handout~ \Plannin g\pu bsign. doc -3-03/12 RECEIPT EG00007321 BILLING CONTACT REFERENCE NUMBER FEE NAME LUA 13-000496 PLAN -Short Plat Fee Technology Fee Printed On: 4/23/2013 Prepared By: Elizabeth Higgins TRANSACTION TYPE Fee Payment Fee Payment Transaction Date: April 23, 2013 City of R ')·. . e1nor1 ' ··i, • 1~ '1n1nc_ 1 .r_;-: .. · · :, , rV/S1on APR 2 3 ZVlj PAYMENT METHOD AMOUNT PAID lchecktt#1019 $1,400.00 Check##1019 $42.00 SUBTOTAL $1,442.00 TOTAL $1,442.00 Page 1 of 1 t>,?~ i '.', 1~\l Rainier Title King/Snohomish Direct: (888) 929-1999 King/Snohomish Fax: (206) 230-7779 or (425) 339-2491 Pierce Direct: (253) 671-1120 Pierce Fax (253) 476-3700 Email: TheTitleTeam@RainierTitle.com 1501 4th Avenue, Suite 300, Seattle, WA 98101 Escrow Closer: Linda Richards (253) 216-0240 lindar@rainiertitle.com \2,\t~~~i'lQii~ULE A Order Number: 648328 1. Effective Date: February 4, 2013 at 8:00 A.M. 2. Policy or Policies to be issued: AL TA Standard Coverage Owner's Policy (06/2006) Amount: ST, Owner's Standard Rate with Electronic Order and Escrow Discounts Premium: Sales Tax: Note: Premium split for HUD-1: Underwriter portion: $55.80; Agent Portion: $555.21 Proposed Insured: Scott Donogh Homes, Inc. AL TA Extended Coverage Loan Policy (06/2006) ST, Lender's Extended Simultaneous Issue Rate {Purchase) with Electronic Order & Escrow Discount Proposed Insured: To Be Determined Amount: Premium: Sales Tax: $225,750.00 $558.00 $53.01 To Be Determined To Be Determined To Be Determined 3. The estate or interest in the land described or referred to in this commitment is: FEE SIMPLE 4. Title to the FEE SIMPLE estate or interest in the land is at the Effective Date vested in: Arthur J. Stirn and Gertrude Stirn, husband and wife 5. The land referred to in this Commitment is described in Exhibit A. Rainier Title, Agent for Stewart Title Guaranty Company Page 1 EXHIBIT A Lot 10, Block 2, Stewart's Highland Acre Tracts, according to the plat thereof recorded in Volume 43 of Plats, page 17, records of King County, Washington. Situate in the County of King, State of Washington. End of Schedule A Page 2 SCHEDULE B PARTI I. The following are the requirements to be complied with: A. Payment to or for the account of the grantors or mortgagors of the full consideration for the estate or interest to be insured. B. Proper instrument(s) creating the estate or interest to be insured must be executed and duly filed for record. NOTE: Effective January 1, 1997, and pursuant to amendment of Washington state statutes relating to standardization of recorded documents, the following format and content requirements must be met. Failure to comply may result in rejection of the document by the recorder. FORMAT: • Margins to be 3" on top of first page, 1" on sides and bottom, 1" on top, sides and bottom of each succeeding page. • Font size of 8 points or larger and paper size of no more than 8 W' by 14". • No attachments on pages such as stapled or taped notary seals, pressure seals must be smudged. INFORMATION WHICH MUST APPEAR ON THE FIRST PAGE: • Title or titles of document. If assignment or reconveyance, reference to auditor's file number or subject deed of trust. • Names of grantor(s) and grantee(s) with reference to additional names on following page(s), if any. • Abbreviated legal description (lot, block, plat name or section, township, range and quarter section for unplatted). • Assessor's tax parcel number(s). • Return address which may appear in the upper left hand 3" top margin. 11. Schedule B of the policy or policies to be issued will contain exceptions to the following matters unless the same are disposed of the satisfaction of the Company: A. Defects, liens, encumbrances, adverse claims or other matters, if any, created, first appearing in the public records, or attaching subsequent to the effective date hereof but prior to the date the proposed insured acquires of record for value the estate or interest or mortgage thereon covered by this commitment. B. Any policy issued pursuant hereto will contain the Exclusions From Coverage and, under Schedule B, the standard exceptions as set forth and identified as to the type of policy on the attached Schedules of Exclusions and Exceptions. End of Schedule B Part I Page3 Order Number: 648328 SCHEDULE B PART II General Exceptions: Schedule B Exceptions appearing in AL TA Owner's Policy (6/17/06)-Standard Coverage and ALTA Loan Policy (6/17/06)--Standard Coverage: 1. Taxes or assessments which are not shown as existing liens by the public records. 2. (i) Unpatented mining claims; (ii) reservations or exceptions in patents or in Acts authorizing the issuance thereof; (iii) water rights, claims or title to water; whether or not the matters described in (i), (ii), & (iii) are shown in the public records; (iv) Indian tribal codes or regulations, Indian treaty or aboriginal rights, including easements or equitable servitudes. 3. Rights or claims of parties in possession not shown by the public records. 4. Easements, claims of easements or encumbrances which are not shown by the public records. 5. Encroachments, overlaps, boundary line disputes, or other matters which would be disclosed by an accurate survey and inspection of the premises and which are not shown by the public records. 6. Any lien, or right to a lien, for services, labor or material heretofore or hereafter furnished, imposed by law and not shown by the public records. 7. Any service, installation, connection, maintenance, tap, capacity, construction or reimbursement charges for sewer, water, electricity or other utilities, or for garbage collection and disposal. 8. Any titles or rights asserted by anyone, including but not limited to persons, corporations, governments, or other entities, to tidelands, or lands comprising the shores or bottoms of navigable rivers, lakes, bays, ocean or gulf, or lands beyond the line of the harbor or bulkhead lines as established or changed by the Unites States Government, or riparian rights, if any. Schedule B Exceptions appearing in AL TA Owner's Policy (6/17/06)-Extended Coverage: 1. Taxes or assessments which are not shown as existing liens by the public records. 2. (i) Unpatented mining claims; (ii) reservations or exceptions in patents or in Acts authorizing the issuance thereof; (iii) water rights, claims or title to water; whether or not the matters described in (i), (ii), & (iii) are shown in the public records; (iv) Indian tribal codes or regulations, Indian treaty or aboriginal rights, including easements or equitable servitudes. 3. Any service, installation, connection, maintenance, tap, capacity, construction or reimbursement charges for sewer, water, electricity or other utilities, or for garbage collection and disposal. 4. Any titles or rights asserted by anyone, including but not limited to persons, corporations, governments, or other entities, to tidelands, or lands comprising the shores or bottoms of navigable rivers, lakes, bays, ocean or gulf, or lands beyond the line of the harbor or bulkhead lines as established or changed by the Unites States Government, or riparian rights, if any Schedule B Exceptions appearing in AL TA Loan Policy (6/17/06) and AL TA Homeowner's Policy Of Title Insurance (02/03/10) No general exceptions appear in these policy forms. Page4 SCHEDULE B PART II (continued) Special Exceptions: 1. Payment of real estate excise tax, if required, pursuant to the authority of RCW Chapter 82.45, and subsequent amendments thereto. The property described herein is situated within the boundaries of local taxing authority of City of Renton. As of the effective date herein, the real estate excise tax rate is 1.78%. 2. General taxes and related charges for the year 2013 are not available from the County at this time and are not yet payable. Tax Account No.: 801110-0120-03 Levy code: 2100 3. General taxes and charges for the year 2012, which have been paid. Amount: $2,670.97 Tax Account No.: 801110-0120-03 Levy code: 2100 Assessed value of land: $173,000.00 Assessed value of improvements: $28,000.00 4. Liability for supplemental taxes for possible improvements which may have recently been constructed on the land which may appear on future tax rolls. 5. Matters relating to the questions of survey, rights of parties in possession, and unrecorded lien rights for labor and material, if any, the disposition of which will be furnished by supplemental report. 6. The legal description in this commitment is based upon information provided with the application for title insurance and the public records as defined in the policy to issue. The parties to the forthcoming transaction must notify the title insurance company, prior to closing, if the description does not conform to their expectations. Pages 7. To help you avoid delays at closing, we would like to make you aware of our final recording run times: Regular recordings: King County: Pierce County: Snohomish County: 2:30 pm 2:45 pm 1 :30 pm Monday through Thursday, 1 :00 pm Friday KING COUNTY recordings are processed out of our Seattle office at 1501 4th Avenue, Suite 300. SNOHOMISH COUNTY recordings are processed out of our Everett office at 2722 Colby Avenue, Suite 125. PIERCE COUNTY recordings are processed out of our University Place office at 3560 Bridgeport Way W., Suite 2E. E-recordings: King County: Pierce County: Snohomish County: Non-excise only, 3:30 pm Non-excise only, 3:45 pm 3:30 pm Monday through Thursday, 3:00 pm Friday NOTE: There is an additional $4.00 charge per document when E-Recording. When E- Recording documents requiring excise clearance (available in Snohomish County only), checks must be made payable to "Rainier Title". E-Recordings are processed out of our Everett office at 2722 Colby Avenue, Suite 125. 8. We find no pertinent matters of record against the name(s) of the vested owners. 9. We find no conveyances within the last 36 months. 10. According to the Application for Title Insurance, the Proposed Insured is Scott Donogh Homes, Inc. We find no pertinent matters of record against the name(s) of said party(ies). 11. Reservations contained in deed from the Northern Pacific Railroad Company dated September 6, 1902, recorded September 13, 1902, under Recording No. 241450, as follows: Reserving and excepting from said lands so much or such portions thereof as are or may be mineral lands or contain coal or iron, and also the use and the right and title to the use of such surface ground as may be necessary for mining operations, and the right of access to such reserved and excepted mineral lands, including lands containing coal or iron for the purpose of exploring, developing and working the same. This exception does not reflect current ownership of said mineral rights. 12. All covenants, conditions, restrictions, reservations, easements or other servitudes, if any, but omitting restrictions, if any, based upon race, color, creed or national origin, disclosed by the recorded plat of Stewart's Highland Acre Tracts. Rights or benefits, if any, which may be disclosed by the recorded document(s) above affecting land outside the boundary described in Schedule A End of Schedule B Part II Page 6 Additional Notes: A. Abbreviated Legal Description: Lot 10 Blk 2 Stewarts Highland Acre Tracts B. Property Address: Vacant Land, 3513 N.E. 7th Street, Renton, WA 98056 C. Investigation should be made to determine if there are any service, installation, maintenance or construction charges for sewer, water, telephone, gas, electricity or garbage and refuse collection. D. In the event this transaction fails to close, a cancellation fee will be charged for services rendered in accordance with our rate schedule. E. Unless otherwise requested, the forms of policy to be issued in connection with this commitment will be ALTA 2006 policies, or in the case of standard lender's coverage, the CLTA Standard Coverage Policy -2006. The Owner's policy will automatically include the Additional Coverage Endorsement, when applicable, at no additional charge. The Policy committed for or requested may be examined by inquiry at the office which issued the commitment. A specimen copy of the policy form(s) referred to in this commitment will be furnished promptly upon request. F. In the event that the commitment jacket is not attached hereto, all of the terms, conditions and provisions contained in said jacket are incorporated herein. The commitment jacket is available for inspection at any company office. G. The policy(s) of insurance may contain a clause permitting arbitration of claims at the request of either the insured or the company. Upon request, the company will provide a copy of this clause and the accompanying arbitration rules prior to the closing of the transaction. Page7 Title 100% Locally Owned and Operated STG Privacy Notice 2 (Rev 01/26/09) Independent Agencies and Unaffiliated Escrow Agents WHAT DO/DOES THE RAINIER TITLE LLC AND STEWART TITLE GUARANTY COMPANY DO WITH YOUR PERSONAL INFORMATION? Federal and applicable state law and regulations give consumers the right to limit some but not all sharing. Federal and applicable state law regulations also require us to tell you how we collect, share, and protect your personal information. Please read this notice carefully to understand how we use your personal information. This privacy notice is distributed on behalf of Rainier Title LLC and Stewart title Guaranty Company and its affiliates (the Stewart Title Companies), pursuant to Title V of the Gramm-Leach-Bliley Act (GLBA). The types of personal information we collect and share depend on the product or service that you have sought through us. This infonmation can include social security numbers and driver's license number. All financial companies, such as Rainier Title LLC and Stewart Title Guaranty Company, need to share customers' personal information to run their everyday business-to process transactions and maintain customer accounts. In the section below, we list the reasons that we can share customers' personal information; the reasons that we choose to share; and whether vou can limit this sharina. ! For our everyday business purposes-to process your transactions ; and maintain your account. This may include running the business and I managing customer accounts, such as processing transactions, mailing, I and auditing services, and responding to court orders and legal I investigations. I ····--··"-----------------------------------------------···--·····--···-------r· ! For our marketing purposes-to offer our products and services to I !you. ! For joint marketing with other financial companies r------------,_.,,_,,_ ··-·------·---·----------------------------------------------j ! For our affiliates' everyday business purposes-information about ! your transactions and experiences. Affiliates are companies related by : common ownership or control. They can be financial and nonfinancial i companies. I For our affiliates' everyday business purposes-information about i your creditworthiness. r---·----------------------------__________________ ,. __ ,._" ___ ,, ________ ---·---- Yes Yes No Yes No No No We don't share No : ......... ,I --··t ----------·······------_____ ,. ______________ _ i i We don't share ! For our affiliates to market to you . Yes I ~--·--·--·-·-·-----·----------------·-·-·-----------------·---· .. ··-·---·-------·-·-·-·--·-·-·-·--·-·--·-·.·-·-·-·-·-·-·---·-·-·-·--·---·-·-·--·-·-·-·:·----·--·-I For nonaffiliates to market to you. Nonaffiliates are companies not I I related by common ownership or control. They can be financial and No nonfinancial companies. 1 L .. ·-··------·--·------------·--·-···--············· .. --···-·······- We don't share Page 8 We may disclose your personal information to our affiliates or to nonaffiliates as permitted by law. If you request a transaction with a nonaffiliate, such as a third party insurance company, we will disclose your personal information to that nonaffiliate. We do not control their subsequent use of information, and suggest you refer to their privacy notices. How often do/does Rainier Title LLC and Stewart Title Guaranty Company notify me about their practices? How do/does Rainier Title LLC and Stewart Title Guaranty Company protect my personal information? How do/does Rainier Title LLC and Stewart Title Guaranty Company collect my personal information? What sharing can I limit? We must notify you about our sharing practices when you request a transaction. To protect your personal information from unauthorized access and use, we use security measures that comply with federal and state law. These measures include computer, file, and building safeguards. We collect your personal information, for example, when you • request insurance-related services • provide such information to us We also collect your personal information from others, such as the real estate agent or lender involved in your transaction, credit reporting a encies, affiliates or other com anies. Although federal and state law give you the right to limit sharing (e.g., opt out) in certain instances, we do not share your personal information in those instances. If you have any questions about this privacy notice, please contact us at: Stewart Title . Guaranty Company,_ 1980 Post Oak Blvd.'. Privacy. Officer, .. Houston,.Texas 77056 ·······-···········I Page 9 Title 100% Locally Owned and Operated Order No. 648328 t N 0035 SI 10 11 12 7 .... -.. ... .. .. L4320 SF N )10596 2 .. + t:lltt.1 Q .... • -· •111111 ...... .,. .. ,u, ~ "' .... .... .... .. .. "' N "' M "' I "' "1 .... cc IC ..... at C !i M .., ... I 28709 S l 0115 C 0120 .~ 83 "'' r .. -"!> ..... ,16 ....... \ ,,., s .... "OCIIIII ... 0075 ... O!l4II This sketch is provided without charge, for your information. It is not intended to show all matters related to the property including, but not limited to: area, dimensions, easements, encroachments or location of boundaries. It is not a part of, nor does it modify, the commitment/policy to which it is attached. The Company assumes NO LIABILITY for any matter related to this sketch. Reference should be made to an accurate survey for further information. Page 10 COMMITMENT FOR TITLE INSURANCE Issued By inierTitle Stewart Title Guaranty Company Form 1004-251 D (Rev. 06/2006) ORIGINAL Page 11 Stewart Title Guaranty Company, herein called the Company, for a valuable consideration, commits to issue its policy or policies of title insurance, as identified in Schedule A, in favor of the Proposed Insured named in Schedule A, as owner or mortgagee of the estate or interest in the land described or referred to in Schedule A, upon payment of the premiums and charges and compliance with the Requirements: all subject to the provisions of Schedules A and 8 and to the Conditions of this Commitment. This Commitment shall be effective only when the identity of the Proposed Insured and the amount of the policy or policies committed for have been inserted in Schedule A by the Company. All liability and obligation under this Commitment shall cease and terminate six months after the Effective Date or when the policy or policies committed for shall issue, whichever first occurs, provided that the failure to issue the policy or policies is not the fault of the Company. The Company will provide a sample of the policy form upon request. This Commitment shall not be valid or binding until countersigned by a validating officer or authorized signatory. Stewart Title Guaranty Company NOTE: THE POLICY COMMITTED FOR MAY BE EXAMINED BY INQUIRY AT THE OFFICE OF RAINIER TITLE AND A SPECIMEN COPY OF THE POLICY FORM (OR FORMS) REFERRED TO IN THIS COMMITMENT WILL BE FURNISHED PROMPTLY UPON REQUEST. RAINIER TITLE IS AN ISSUING AGENT FOR Stewart Title Guaranty Company COMMITMENT CONDITIONS AND STIPULATIONS 1. The term mortgage, when used herein, shall include deed of trust, trust deed, or other security instrument. 2. If the proposed Insured has or acquired actual knowledge of any defect, lien, encumbrance, adverse claim or other matter affecting the estate or interest or mortgage thereon covered by this Commitment other than those shown in Schedule B hereof, and shall fail to disclose such knowledge to the Company in writing, the Company shall be relieved from liability for any loss or damage resulting from any act of reliance hereon to the extent the Company is prejudiced by failure to so disclose such knowledge. If the proposed Insured shall disclose such knowledge to the Company, or if the Company otherwise acquires actual knowledge of any such defect, lien, encumbrance, adverse claim or other manner, the Company at its option may amend Schedule 8 of this Commitment accordingly, but such amendment shall not relieve the Company from liability previously incurred pursuant to paragraph 3 of these Conditions and Stipulations. 3. Liability of the Company under this Comm~ment shall be only to the named proposed Insured and such parties included under the definition of Insured in the form of policy or policies committed for and only for actual loss incurred In reliance hereon in undertaking in good faith (a) to comply with the requirements hereof, or (b) to eliminate exceptions shown in Schedule B: or (c) to acquire or create the estate or interest or mortgage thereon covered by this Commitment In no event . shall such liability exceed the amount stated in Schedule A for the policy or policies committed for and such liability is subject to the insuring provisions and Conditions and Stipulations and the Exclusions from Coverage of the form of policy or policies committed for in favor of the proposed Insured which are hereby incorporated by reference and are made a part of this Commitment except as expressly modified herein. 4. This Commitment is a contract to issue one or more title insurance policies and is not an abstract of title or a report of the condition of title. Any action or actions or rights of action that the proposed Insured may have or may bring against the Company arising out of the status of the title to the estate or interest or the status of the mortgage thereon covered by this Commitment must be based on and are subject to the provisions of this Commitment. Page 12 5. The. policy to be issued contains an artJitration clause. All Arbitrable matters when the Amount of Insurance is $2,000,000 or less shall be artJitrated at the option of either the Company or the Insured as the exclusive remedy of the parties. You may review a copy of the arbitration rules at http://www. a/ta. orq. Page 13 SCHEDULE OF EXCLUSIONS FROM COVERAGE l'he matters listed below each policy form are expressly excluded from the coverage of that policy and the Company will not pay loss or damage. costs, attorneys' fees or expenses which arise by reason thereof. AMERICAN LAND TITLE ASSOCIATION LOAN POLICY (6117106) 1. (a) Any law, ordinance, permit, or governmental regulation (including those relating to building and zoning) restricting, regulating, prohibition. or relating to (i) the occupancy. use, or enjoyment of the Land; (ii) the character, dimensions, or location of any improvement erected on the Land; (iii) the subdivision of land; or (iv) environmental protection; or the effect of any violation of these laws, ordinances, or governmental regulations. This Exclusion 1 (a) does not modify or limit the coverage provided under Covered Risk 5. (b) Any governmental police power. This Exclusion 1 (b) does not modify or limit the coverage provided under Covered Risk 6. 2. Rights of eminent domain. This Exclusion does not modify or limit the coverage provided under Covered Risk 7 or 8. 3. Defects, liens, encumbrances, adverse claims, or other matters (a) created, suffered, assumed, or agreed to by the Insured Claimant; (b) not Known to the Company, not recorded in the Public Records at Date of Policy, but Known to the Insured Claimant and not disclosed in writing to the Company by the Insured Claimant prior to the date the Insured Claimant became an Insured under this policy; (c) resulting in no loss or damage to the Insured Claimant; attaching or created subsequent to Date of Policy (however, this does nol modify or limil lhe coverage provided under Covered Risk 11, 13, or 14); or (d) resulting in loss or damage that would not have been sustained if the Insured Claimant had paid value for the Insured Mortgage. 4. Unenforceability of the lien of the Insured Mortgage because of the inability or failure of an Insured to comply with applicable doing-business laws of the state where the Land is situated. 5. Invalidity or unenforceability in whole or in part of the lien of the Insured Mortgage that arises out of the transaction evidenced by the Insured Mortgage and is based upon usury or any consumer credit protection or truth-in-lending law. 6. Any claim, by reason of the operation of federal bankruptcy, state insolvency, or similar creditors' rights laws, that the transaction creating the lien of the Insured Mortgage, is (a) a fraudulent conveyance or fraudulent transfer, or (b) a preferential transfer for any reason not stated in Covered Risk 13(b) of this policy. 7. Any lien on the Title for real estate taxes or assessments imposed by governmental authority and created or attaching between Date of Policy and the date of recording of the Insured Mortgage in the Public Records. This Exclusion does not modify or limit the coverage provided under Covered Risk 11 (b). AMERICAN LAND TITLE ASSOCIATION OWNER'S POLICY (6117106) 1. (a) Any law. ordinance, permit, or governmental regulation (including those relating to building and zoning) restricting, regulating, prohibiting, or relating to (i) the occupancy, use or enjoyment of the Land; (ii) the character, dimensions, or location of any improvement erected on the Land; (iii) the subdivision of land; or (iv) environmental protection; or the effect of any violation of these laws, ordinances, or governmental regulations. This Exclusion 1 (a) does not modify or limit the coverage provided under Covered Risk 5. (b) Any governmental police power. This Exclusion 1 (b) does not modify or limit the coverage provided under Covered Risk 6. 2. Rights of eminent domain. This Exclusion does not modify or limit the coverage provided under Covered Risk 7 or 8. 3. Defects, liens, encumbrances, adverse claims, or other matters Page 14 (a) created, suffered, assumed, or agreed to by the Insured Claimant (b) not Known to the Company, not recorded in the Public Records at Date of Policy, but Known to the Insured Claimant and not disclosed in writing to the Company by the Insured Claimant prior to the date the Insured Claimant became an Insured under this policy; (c) resulting in no loss or damage to the Insured Claimant; (d) attaching or created subsequent to Date of Policy (however, this does not modify or limit the coverage provided under Covered Risk 9 and 1 O; or (e) resulting in loss or damage that would not have been sustained if the Insured Claimant had paid value for the Title. 4. Any claim. by reason of the operation of federal bankruptcy, state insolvency, or similar creditors' rights laws, that the transaction vesting the Title as shown in Schedule A, is (b) a fraudulent conveyance or fraudulent transfer; or (c) a preferential transfer for any reason not stated in Covered Risk 9 of this policy. 5. Any lien on the Title for real estate taxes or assessments imposed by governmental authority and created or attaching between Date of Policy and the date of recording of the deed or other instrument of transfer in the Public Records that vests Title as shown in Schedule A. AMERICAN LAND TITLE ASSOCIATION HOMEOWNER'S POLICY OF TITLE INSURANCE FOR A ONE-TO-FOUR FAMILY RESIDENCE (02103110) In addition to the Exceptions in Schedule B, You are not insured against loss, costs, attorneys' fees, and expenses resulting from: 1. Governmental police power, and the existence or violation of those portions of any law or government regulation concerning: a. building; b. zoning; c. land use; d. improvements on the Land; e. land division; and f. environmental protection. This Exclusion does not limit the coverage described in Covered Risk 8.a., 14, 15, 16, 18, 19, 20, 23 or 27. 2. The failure of Your existing structures, or any part of them. to be constructed in accordance with applicable building codes. This Exclusion does not limit the coverage described in Covered Risk 14 or 15. 3. The right to take the Land by condemning it. This Exclusion does not limit the coverage described in Covered Risk 17. 4. Risks: a. that are created, allowed, or agreed to by You, whether or not they are recorded in the Public Records; b. that are Known to You at the Policy Date, but not to Us, unless they are recorded in the Public Records at the Policy Date; c. that result in no loss to You; or d. that first occur after the Policy Date -this does not limit the coverage described in Covered Risk 7, 8.e., 25, 26. 27 or 28. 5. Failure to pay value for Your Title. 6. Lack of a right: a. to any land outside the area specifically described and referred to in paragraph 3 of Schedule A; and b. in streets, alleys, or waterways that touch the Land. This Exclusion does not limit the coverage described in Covered Risk 11 or 21 7. The transfer of the Title to You is invalid as a preferential transfer or as a fraudulent transfer or conveyance under federal bankruptcy, state insolvency, or similar creditors' rights laws. SCHEDULE B GENERAL EXCEPTIONS The matters listed below each policy form are expressly excepted from the coverage of that policy and that policy does not insure against loss or damage (and the Company will not pay costs, attorneys' fees or expenses) which arise by reason thereof. SCHEDULE B EXCEPTIONS APPEARING IN AL TA OWNER'S POLICY-STANDARD COVERAGE AND ALTA LOAN POLICY- STANDARD COVERAGE 1. Taxes or assessments which are not shown as existing liens by the public records. 2. (i) Unpatented mining claims: (ii) reservations or exceptions in patents or in Acts authorizing the issuance thereof; (iii) water rights, claims or title to water; whether or not the matters described in (i), (ii), & (iii) are shown in the public records; (iv) Indian tribal codes or regulations, Indian treaty or aboriginal rights. including easements or equitable servitudes. 3. Rights or claims of parties in possession not shown by the public records. 4. Easements, claims of easements or encumbrances which are not shown by the public records. 5. Encroachments. overlaps, boundary line disputes. or other matters which would be disclosed by an accurate survey and inspection of the premises and which are not shown by the public records. 6. Any lien, or right to a lien, for services, labor or material heretofore or hereafter furnished, imposed by law and not shown by the public records. 7. Any service, installation, connection, maintenance, tap, capacity, construction or reimbursement charges for sewer, water, electricity or other utilities. or for garbage collection and disposal. 8. Any titles or rights asserted by anyone, including but not limited to persons. corporations. governments, or other entities, to tidelands, or lands comprising the shores or bottoms of navigable rivers, Jakes, bays, ocean or gulf, or lands beyond the line of the harbor or bulkhead lines as established or changed by the Unites States Government, or riparian rights, if any_ SCHEDULE B EXCEPTIONS APPEARING IN ALTA OWNER'S POLICY -EXTENDED COVERAGE 1. Taxes or assessments Y-lhich are not shown as existing liens by the public records. 2. (i) Unpatented mining claims; (ii) reservations or exceptions in patents or in Acts authorizing the issuance thereof; (iii) water rights, claims or title to water; whether or not the matters described in (i), (ii), & (iii) are shown in the public records; (iv) Indian tribal codes or regulations, Indian treaty or aboriginal rights, including easements or equitable servitudes. 3. Any service, installation. connection, maintenance, tap, capacity, construction or reimbursement charges for sewer, water, electricity or other utilities, or for garbage collection and disposal. 4. Any titles or rights asserted by anyone, including but not limited to persons, corporations, governments, or other entities, to tidelands, or lands comprising the shores or bottoms of navigable rivers, lakes, bays, ocean or gulf, or lands beyond the line of the harbor or bulkhead lines as established or changed by the Unites States Government, or riparian rights, if any. SCHEDULE B EXCEPTIONS APPEARING IN ALTA LOAN POLICY (6/17/06) and AL TA HOMEOWNER'S POLICY OF TITLE INSURANCE (02/03/10) No general exceptions appear in these policy forms. Page 15 ,GEOSPEC,RUM CONSULTAN1"S, IN(";. (~~colechnical Engineering and Earth ScienC('?.'. March 18, 2013 Mr. Kyle Miller KRRV Development, LLC P. 0. Box908 Ravensdale, WA 98051 SUBJECT: GEOTECHNICAL EVALUATION Proposed Residential Development 3513 NE J1h Street Renton, Washington Project No. 13-106-01 Dear Kyle, .4Pp ,, . /. ,1 /'iU "'·' This report presents the results of our geotechnical evaluation for the site of your proposed new residential development on the subject property. The purpose of our work was to provide geotechnical engineering evaluations of the site and geotechnical recommendations for the residential development including design of foundations, site grading, site drainage and erosion control. Our work was performed in accordance with the scope and conditions of our proposal dated February 11, 2013. A site topographic map and preliminary development plans (see Figure 2) were provided to us and was used as a reference for our evaluations. Based on our review of the plans provided and discussions with you, we understand that the property will be divided into 4 lots and the development will include a new 2-to 3-story wood-frame residence on each of the new lots. The struct·Jres will include ground level garages which will have slab-on-grade floors and the remainder of structures may have raised floors with crawl space or slab-on-grade. We assume that bearing wall loads will be in the range of about 2 to 3 kif and maximum column loads to be in the range of about 1 O to 20 kips. If actual structural loads exceed the above values by more than 25%, this office should be notified. Review of the Renton online Sensitive Areas Maps indicates that the property is not indicated to be within a Landslide Hazard, Erosion Hazard, Seismic Hazard or Coal Mine Hazard area. · .. fr.Ji} .. ,:;-,~Jn P.O. Box 276, Issaquah, WA 98027-0276 • Phone: (425) 391-4228 Fax: (425) 391-4228 KRRV Development, LLC March 18, 2013 SCOPE OF WORK Our geotechnical evaluation included review of geologic mapping, site explorations, engineering analyses and evaluations and the preparation of this report. The scope of work included the following specific tasks: o Review of published geologic mapping of the site vicinity and our recent explorations on the adjacent property to the east. o Performed a reconnaissance of the site as well as observations of the adjacent developed lots to the east. o Observed and logged three test pit explorations on the site (see Figure 2) to depths up to 4 feet below existing ground. Logs of the test pits and results of field and laboratory testing are presented in the Test Pit summaries of Appendix A along with logs of adjacent explorations on the adjoining property to the east. o Performed geotechnical engineering evaluations of the proposed site development and developed our geotachnical recommendations for foundation design and site grading. o Prepared this geotechnical report summarizing our findings and recommendations. OBSERVED SITE CONDITIONS The property is bordered on the west, south and east by developed residential lots (we are currently performing a geotechnical evaluation for new development of the next two lots to the east. At the time of our field exploration the property was developed with a residence and three out buildings as shown in Figure 2. The topographic mapping included on the site plan of Figure 2 indicates that the property generally slopes very gently down to the wesUsouthwest at gradients that range from only about 4 to 7 percent in localized areas and overall average gradients across the property range from about 4 to 5 percent with a maximum elevation difference across the property of about 8 feet from northeast to southwest. The site was well vegetated primarily with grasses but also included shrubs, fruit trees and evergreen trees up to about 4 feet in diameter. We did not observe any seeps or springs or evidence of current or past erosion on the site. Project No. 13-106-01 Page2 KRRV Development, LLC March 18, 2013 Subsoils Our evaluation of the subsurface conditions was based on our observations of three exploratory test pits within the property plus review of our own three exploratory test pits excavated within the adjoining property to the east (Project 13-103-01) as well as review of published geologic mapping. Approximate locations of the onsite test pits and the previous adjoining test pits are shown on Figure 2. Logs of the onsite test pits and the previous adjoining test pits are presented in Appendix A. Subsoils encountered in our test pits were found to include some minor fill and natural glacially consolidated soils. Fill soils were encountered in TP-1 (of Project 13-103-01) located at the northwest corner of the adjoining property to the east. Fill soils were silty very fine sand with occasional gravel and were only about 1 foot thick at that location. Natural soils encountered at the test pit locations were generally silty fine sand with gravel. The upper soils were typically loose to medium dense soils to depths of about 2 to 3.5 feet below the natural surface becoming ,ery dense and hard and cemented at greater depths. Ground Water No ground water or seepage was observed in any of the test pits. Typically the shallow soils were classified as moist to very moist and the deeper cemented soils were classified as moist. The measured moisture contents of the soils generally ranged from about 8 to 16 percent. Subsurface Variations Based on our experience, it is our opinion that some variation in the continuity and depth of subsoil deposits and ground water levels should be anticipated due to natural deposition variations and previous onsite structures and grading. Due to seasonal moisture changes, ground water conditions should be expected to change with time. Care should be exercised when interpolating or extrapolating subsurface soils and ground water conditions between or beyond our test pits. Project No. 13-106-01 Page 3 KRRV Development, Llv March 18, 2013 SITE EVALUATIONS General The referenced geologic map of Figure 1 indicates the site vicinity to have surface exposures of glacial till (Qgt) soils. The Qgt glacial till soils are highly consolidated, heterogeneous mixtures of sand, silt, clay and gravel soils deposited during the advance of the Vashon glaciation, the last glacial advance into the Puget Sound area, approximately 13,000 to 16,000 years ago. Based on the soils observed on the site and review of the referenced map, it is our opinion that the natural very dense/hard silty sand with gravel soils underlying the property and are most likely glacially consolidated till deposits (Qgt). Based on the results of our field investigations combined with our own experience and judgment, it is our opinion that the geotechnical site conditions are suitable for the proposed development provided our recommendations are followed. Hazard Assessment Landslide: The Renton Sensitive Areas Maps indicate the site is not within a Landslide Hazard area. In addition, the geologic map of Figure 1 indicates no mapped landslides within the site vicinity and our site observations indicate the site is currently stable. Considering the very gentle slope gradients and the observed glacial till soils, it is our opinion that the potential for future instability on the site is very low to nil. Erosion: The Renton Sensitive Areas Maps indicate the site is not within a Erosion Hazard area. We observed that the site is well vegetated we observed no indication of any seepage or concentrated water flow or current or past erosion on the site. Based on our site observations and explorations it is our opinion that there is no unusual erosion risk at this site and any potential erosion potential resulting from development will be mitigated by our recommended grading procedures and drainage/erosion control measures and by final re-vegetation/landscaping incorporated into the proposed development plans. Coal Mine: The Renton Sensitive Areas Maps indicate the site is not within a Coal Mine Hazard area. Seismic: The Renton Sensitive Areas Maps indicate the site is not within· a Seismic Hazard area, however the Puget Sound region is a seismically active area. About 17+ moderate to large earthquakes (M5 to M7+) have occurred in the Puget Sound and northwestern Cascades region since 1872 (141 years) including the 2/28/01 M6.8 Nisqually earthquake and it is our opinion that the proposed structures will very likely experience significant ground shaking during their useful life. Project No. 13-106-01 Page 4 KRRV Development, LL1., March 18, 2013 Based on a recently published study the site lies only about 2.5 miles south of the southern mapped location of the Seattle fault and about 18 miles southwest of the estimated trace of the South Whidbey-Lake Alice fault both of which have postulated maximum credible magnitudes of 7.0 to 7.5. Another recent study of the Vashon- Tacoma area presents evidence for the east-west trending Tacoma Fault which is indicated to pass through the south end of Vashon and the middle of Maury Island about 10.5 miles southwest of the site. The study suggests that the Tacoma Fault and the Seattle fault may be linked by a master thrust fault at depth. The Seattle fault has been documented to have moved at its west end (Bainbridge Island) about 1000 to 1100 years ago and evidence of movement at the east end has also recently been documented. Some experts feel that the recurrence interval between large events on the Seattle Fault may be on the order of several thousands of years but our calculations indicate it may be on the order of 1200 to 1400 years. The activity of the documented Tacoma fault is considered to be on the same order as the Seattle fault. The recurrence of a maximum credible event on the South Whidbey fault is not known but some experts have assigned a recurrence of about 3000 years, however smaller events will occur more frequently as evidenced by the 5.3 event on May 2, 1996 which was attributed to that fault. In addition to Puget Sound seismic sources, a great earthquake event (MB to M9+) has been postulated for the Cascadia Subduction Zone (CSZ) along the northwest Pacific coast of Oregon, Washington and Canada. The current risk of a future CSZ event is not known at this time. Published reports have indicated recurrence intervals for a CSZ event to range from as little as 100-200 years to as long as 1000+ years and the time of the last event is reported to have been about 313 years ago. The 2009 International Building Code (IBC) adopted by the City of Renton requires consideration of a spectral acceleration level with probability of exceedance of 2 percent in 50 years for seismic structural design. This corresponds to about a 2475- year recurrence interval earthquake ground motion. Based on the short period spectral response accelerations presented in Figure 1613.5(1) of the 2009 IBC, adjusted as per equations 16-36, 16-38 and factored as per section 1803.5.12(2), we estimate the IBC peak ground acceleration for soils and foundation design at this site to be about 0.38g. Please note that the 0.38g peak ground acceleration includes the additional reduction factor of section 1803.5.12(2) and is not intended for structural analyses. We recommend the site be considered a Site Class D for structural design. Secondary seismic hazards due to earthquake ground shaking include induced slope failure, liquefaction, lateral spreading and ground settlement. Considering the very dense/hard nature of the soils recommended for bearing at the site, it is our evaluation that the potential for damage to the structures due to liquefaction, lateral spreading and settlement is very low to nil. The potential for seismically induced shallow failures is also considered very low to nil. Project No. 13-106-01 Page 5 KRRV Development, LLC March 18, 2013 Structure Support Considerations In our opinion the undisturbed very dense/hard natural glacial till soils encountered in our explorations should provide good support for the proposed structure foundations. Bearing soils are expected to be encountered at depths ranging from about 2 to 3.5 feet below the natural ground surface at the site. Foundations should penetrate through any existing fill, topsoil and loose/medium dense soils to bear on undisturbed very dense/hard natural soils. Conventional spread footings are considered appropriate for support of the proposed structures considering that bearing soils are at shallow depths. However, if any deep fill areas are encountered on the site, lean concrete footing extensions or pipe piles could be used to transfer foundation loads to the deep bearing soils in those areas. We have included recommendations for spread footings and pipe piles in this report. RECOMMENDATIONS The following subsections present our recommendations for design of foundations, site grading, drainage control and erosion control. Also included are recommendations for plan review and observations and testing during construction. Spread Footing Foundations Conventional spread footings founded on undisturbed very dense/hard natural glacial till soils should provide good support for the proposed structures. Bearing soils are expected to be encountered at depths ranging from about 2 to 3.5 feet below the natural ground surface of the site. Continuous wall footings should be at least 18 inches wide. Square footings for column support should be at least 24 inches wide. Footings supported on undisturbed very dense/hard natural glacial till soils may be designed based on an allowable bearing pressure of 2000 psf. All footings should be founded at least 18 inches below the lowest adjacent final grade. Where the natural bearing soils slope, the footing excavation should be stepped to maintain a horizontal bearing surface. If deep fill or other unsuitable soils are encountered, foundation loads may be transferred from the recommended minimum foundation depths to the recommended very dense/hard bearing soils by a monolith of lean concrete having a minimum compressive strength of 1000 psi. The width of an un-reinforced lean concrete monolith should be at least as wide as the footing or at least one-third of the monolith height, whichever is greater. Reinforced monoliths should be designed by a structural engineer. A suitable width trench should be excavated with a smooth edged excavator Project No. 13-106-01 Page6 KRRV Development, Llv March 18, 2013 bucket (no teeth) to expose the dense/very dense bearing soils under observation by our office and backfilled as soon as possible with the lean concrete to the footing elevation. The estimated settlement of a 18-inch wide continuous footing carrying a load of 3 kips per foot is on the order of 1/4 to 1/2 inch. Our settlement estimates assume that foundations are supported on undisturbed very dense/hard natural bearing soils and that all fill and loose/disturbed material is removed from the bearing surface prior to concrete pour. Maximum differential settlement within the proposed structures is expected to be 1/2 inch or less. Settlements are expected to occur primarily during construction. Resistance to lateral loads can be assumed to be provided by friction acting at the base of foundations and by passive earth pressure. A coefficient of friction of 0.45 may be assumed with the dead load forces in contact with on-site soils. An allowable static passive earth pressure of 250 psf per foot of depth may be used for the sides of footings poured against undisturbed medium dense natural soils or properly compacted structural fill. An allowable static passive earth pressure of 150 psf per foot of depth may be used for the sides of footings or grade beams poured against existing loose soils. The vertical and lateral bearing values indicated above are for the total dead load plus frequently applied live loads. For short duration dynamic loading caused by seismic or wind forces, the vertical bearing values may be increased by 50 percent and allowable lateral passive pressures may be increased by 33 percent. Driven Pipe Pile Foundations If deep fill or other unsuitable soils are encountered, foundation loads may also be transferred from the recommended minimum foundation depths to the recommended very dense/hard bearing soils by properly constructed pipe piles. This type of support is constructed by driving 2-inch or 3-inch diameter steel pipe to refusal into the bearing soils below existing unsuitable soils. Based on our experience, piles typically penetrate about 5 to 15 feet into the bearing soils before encountering refusal. Refusal penetration rates for piles will depend on the hammer size and the load testing results. Refusal penetration rate for a 3-inch pile driven with a tractor-mounted 6501b hydraulic hammer typically should be in the range of about 15 to 20 seconds per inch. Refusal penetration rate for a 2-inch pile driven with a tractor-mounted 6501b hydraulic hammer typically should be in the range of about 8 to 10 seconds per inch. Alternatively 2-inch piles may be driven using a 901b jack hammer plus the weight of the operator or using a 140+1b rinho-type pile-top pneumatic hammer to a refusal penetration rate of 1 inch or less per minute. We recommend that all pile installation and pile load tests be observed by our office to verify the allowable capacity and refusal criteria for the production piles. Project No. 13-106-01 Page 7 KRRV Development, LLC March 18, 2013 An allowable vertical downward capacity of 6 kips (Factor of Safety = 2+) may be assumed for 2-inch diameter piles and capacities of 10 kips (Factor of Safety= 2+) can generally be assumed for 3-inch diameter piles installed as recommended above. No uplift capacity or lateral support should be assumed for driven pipe piles. No lateral support should be assumed for the pier shafts. Resistance to lateral loads can be provided by battered piles (compression only) and by passive earth pressure against the sides of grade beams. An allowable static passive earth pressure of 150 psf per foot of depth may be used for the sides of grade beams poured against existing loose soils. Capacity may be limited by the structural capacity of the pipe and connections which should be determined by the structural engineer. The pipe and couplers which form the pile, must be of structural quality (schedule 40+) and must be provided with a corrosion resistant coating (galvanized). The pipe pile supports should be capped with a grade beam to transfer structural loads to the piles. The pile/grade beam system should be designed by a qualified structural engineer. Site Grading Site grading is expected to consist primarily of excavation for proposed foundations and subgrade preparation for slab and pavement areas and utility trenches. Onsite granular soils cleaned of debris and organics are considered suitable for use in general compacted fills but in our experience the onsite glacial till soils will be moisture sensitive with regard to grading and compaction characteristics. Grading should be scheduled for the late summer months if possible. Wet weather grading may require the use of imported clean granular fill soils which are more easily compacted at higher moisture levels. Recommendations for site preparation, temporary excavations, structural fill, subgrade preparation, site drainage and trench backfill are presented below. Site Preparation: Existing vegetation, debris, fill .;oils, and loose or organic natural soils should be stripped from the areas that are to be graded. During rough grading, excess soils may be stockpiled for later use. Stripping in subgrade areas is expected to average about 1 foot. Soils containing more than 1 % by weight of organics may be used in planter areas, but should not be used for structural fill. Stumps, debris and trash, plus rocks and rubble over 6 inches in size, should be removed from the site. Subsoil conditions on the site may vary from those encountered in our test pits. Therefore, our office should observe the prepared areas prior to placement of any new fills. Temporary Excavations: Sloped temporary construction excavations may be used where planned excavation limits will not undermine existing structures or interfere with other construction. Where there is not enough room for sloped excavations, shoring should be provided. Project No. 13-106-01 Page 8 KRRV Development, Llv March 18, 2013 Based on the subsurface conditions encountered in the test pits, it is our opinion that sloped temporary excavations may be made vertically to depths of 4 feet or less. Excavations up to 10 feet in depth should be sloped no steeper than 1: 1 within loose/medium dense soils and no steeper than Y:i: 1 (horizontal:vertical) within the un- weathered, hard natural glacial till soils. It should be noted that the contractor is responsible for safety and maintenance of const,uction slopes. We recommend that cuts over 4 feet in depth be covered with visqueen tarp to help control ravelling and sloughing. Surface drainage should be directed away from the top edge of cut slopes. Surcharge loads should not be allowed within 5 feet of the top of the slope or within a 1: 1 (horizontal:vertical) plane extending up from the toe of excavation, whichever is greater. Structural Fill: Provided that soil moisture can be reduced and maintained near optimum, excavated onsite soils cleaned of organics and debris may be used for general structural fill but the onsite soils are expected to be moisture sensitive and during the rainy season the soils may become too wet for practical compaction. Therefore imported granular fill soils should be used if moisture conditions cannot be adequately controlled. Loose soils, formwork and debris should be removed prior to placing fill or backfill. Structural fill should be placed in horizontal lifts not exceeding 8 inches in loose thickness and compacted to at least 90 percent of the maximum dry density as determined by the ASTM D1557 test method. Imported granular fill should consist of clean, well-graded sand and gravel materials free of organic debris and other deleterious material. Imported material for wet weather grading should be a sand/gravel mixture with less than 5 percent fines based on the sand fraction. Slab/Pavement Support: Slabs-on-grade and pavement should be supported directly on undisturbed dense natural soils or on properly compacted structural fill over medium dense natural soils. Where unsuitable soils (existing fill, loose and organic soils) exist at subgrade level, subgrade preparation should include excavation of the unsuitable soils as required to expose medium dense natural soils or to a maximum depth of 2 feet (or deeper as required to remove all organic soils where organic soil depths exceed 2 feet below final subgrade) and placement of structural fill to final subgrade elevation. Subgrade fill should be placed in accordance with the recommendations for structural fill except that the top 6 inches of the subgrade fill should be compacted to at least 95 percent of the ASTM D 1557 maximum dry density in pavement and driveway areas. It should be noted that where the proposed slabs cross a fill/natural contact line, there will be a high risk of cracking. Risk of cracking can be reduced by placing construction joints at the contact and by proper steel reinforcement of the slab. Interior concrete Project No. 13-106-01 Page 9 KRRV Development, LL1.., March 18, 2013 slabs should be underlain by a capillary break consisting of a polyethylene vapor barrier of at least 6 mil thickness. Utility Trenches: Buried utility conduits should be bedded and backfilled around the conduit in accordance with the project specifications. Bedding material should extend from six inches below the pipe to six inches above the pipe. Where conduit underlies pavement or slabs-on-grade, the remaining backfill above the pipe should be placed and compacted in accordance with the recommendations for structural fill. If imported granular fill is used for trench backfill it should be capped with 12 inches of onsite silty soils. Drainage Control Surface drainage from the site and adjoining upslope areas should be controlled and diverted around the development area in a non-erosive manner. Adequate positive drainage should be provided away from the structures and on the site in general to prevent water from ponding and to reduce percolation of water into subsoils. Granular backfill should be capped with paving or 6 incheu of onsite silty soils. A desirable slope for surface drainage is 2% in landscaped areas and 1 % in paved areas. Roof drains should be tightlined into the storm drain system (no discharge on the ground surface). A permanent perimeter drain, independent of the roof drain system, should be placed adjacent to the base of the continuous exterior foundations. The drain should consist of a four-inch diameter perforated PVC drain pipe placed in at least one cubic foot of washed drain gravel per lineal foot along the base of the foundations. The drain gravel zone around the pipe should be encapsulated with a membrane of Mirafi 140 filter fabric or equivalent between the drainage zone and onsite silty soils. Erosion Control Although we observed no evidence of erosion, onsite soils are expected to be erodible when disturbed and exposed to concentrated water flows. Siltation fences or other detention devices should be provided around the downslope side of the disturbed site area and soil stockpile areas during construction to control the transport of eroded material. The lower edge of the silt fence fabric should have "J" shaped embedment in a trench extending at least 12 inches below the rround surface. Surface water flow should be collected in area drains and tightlined to the storm water system, no water should be discharged on the site unless via a properly designed and approved infiltration/dispersion system. Exposed final graded soil areas should be planted immediately with grass and deep rooted plants. Project No. 13-106-01 Page 10 KRRV Development, LL1.., March 18, 2013 Plan Review This report has been prepared to aid in the evaluation of this site and to assist the architect, structural and civil engineers in the design and construction of the project. It is recommended that this office be provided the opportunity to review the final design drawings and specifications to determine if the recommendations of this report have been properly implemented and to make any supplemental design recommendations which may be required. Observations and Testing During Construction Recommendations presented in this report are based on the assumption that soil conditions exposed during construction will be observed by our office so that any necessary design changes or supplements may be made. Foundation excavations should be observed to verify that they expose undisturbed very dense/hard bearing soils and that excavations are free of loose and disturbed materials. All pile installation and testing should be observed by our office to confirm the allowable design capacities. Refusal criteria for all driven pipe piles should be confirmed by our office. Surface and subsurface drainage provisio'ls should be verified by our office. All structural fill and slab/pavement subgrade areas should be observed by a representative of this office after stripping and prior to placing fill. Drainage control systems should be observed by our office to verify proper construction. Proper fill placement and compaction should be verified with field and laboratory density testing by a qualified testing laboratory. Project No. 13-106-01 Page 11 • KRRV Development, Llv March 18, 2013 CLOSURE This report was prepared for specific application to the subject site and for the exclusive use of KRRV Development, LLC and their representatives. The findings and conclusions of this report were prepared with the skill and care ordinarily exercised by local members of the geotechnical profession practicing under similar conditions in the same locality. We make no other warranty, either express or implied. Variations may exist in site conditions between those described in this report and actual conditions encountered during construction. Unanticipated subsurface conditions commonly occur and cannot be prevented by merely making explorations and performing reconnaissance. Such unexpected conditions frequently require additional expenditures to achieve a properly constructed project. If conditions encountered during construction appear to be different from those indicated in this report, our office should be notified. Respectfully submitted, James A. Doolittle Principal Engineer Encl: Figures 1 and 2 Appendix A Dist: 2/Addressee Project No. 13-106-01 Page 12 ref: Geologic Map of the Renton Q.iadrangle by D.R. Mullineaux, USGS Map GQ-405, Enlarged Scale: 1 "=1000' GEOSPECT/lUM CONSULTANTS, INC .. ?J!J;J1:1:;rmli.iti1~t&1ffiiliffil1~~!: G-e>f"-ehnl.cal Enfilln-arlng c,no EC/r1'h scleno•• l I. \ I • 1965 SITE VICINITY GEOLOGIC MAP Prop:ised Residential J:evelopnent 3513 NE 7th street Renton, Washington '· Proj. No.13-106 Date 3/13 Figure 1 • • • .. '(·.·.· \. -,._, __ ---1---,-,,-7--r-··-· _ .. _ .. ---'. -------'---, ---- , \ j ·, NE 7tlf .. Street \ ~~,~~,,~,~.~_:· ~~:-~~~'~, -+-:.:-,.,...~-~~"'';j:""':;=·~---~ ·--J;--·· ---- -------~--__ !J[i;:~::~'..;::~::::=~==~~ .. __ J··:·>·:--:· ·:,~~.--:>·,:~0 -- !,, ·., L '·-~ ' -, t ,' . · '11 . !I r---js,..---·tv,11 ~ i<-, ·.. ··•·· .. ···• i \I 'ti>µ ( \,/ t, //\ {: :_-: .. ·· . ·._ .":: .-: ... _._:··· \ !\ / -'it. {\; ·1"\/1 A~ \0 < 1~:103_10;,i\%·>·1 · \ K ! i '\5' I \ f 20·'1 \ .t • ~ ( ,l '1 /'~<'"° 1J I _ \ ___ -~: 'i 1 • • ·< . ·1 / \' I \'\ :,, ~~.:-·-·= //;.· .... '.· .. :'.'i.·/ .... · .. '.·.·.: I ij Ft---r----*' : ... '. t:, .. -:-_..: >'c = 11 I~~~' /~~~}j~ !¥,<y~~ \ ----- 1 \ ·.' -~------ end of hammer head I ' -~ . 0 ----·--\ ~~~~~~-._;;,~~~--?}~- \ SITE DEVELOPMENT & EXPLORATION PLAN Proposed Residential teveloµnent 3513 NE 7th Street Renton, Washington Proj. No.13-106 Date 3/13 Figure 2 APPENDIX A FIELD EXPLORATION Our field exploration included a site reconnaissance and test pit explorations. During the site reconnaissance, the surface site conditions were noted, and the locations of the test pits were approximately determined. The test pits were approximately located using the existing structures as a guide. The approximate locations of the test pits are shown on Figure 2. Test Pit elevations were estimated based on the topographic mapping shown on Figure 2. Test pits were advanced using a trackhoe excavator. Soils were continuously logged and classified in the field by visual examination, in accordance with the ASTM Soil Classification system. Logs of the on-site test pits are presented on the test pit summary sheets A-1 and A-2. Logs of test pits from the adjacent property to the east (our Project No. 13-103-01) are included on Figures A-3 and A-4. The test pit summaries include descriptions of the soils and pertinent field data. Soil consistency and moisture conditions indicated on the logs are interpretations based on the conditions observed in the field. Boundaries between soil strata indicated on the logs are approximate and actual transitions between strata may be gradual. Logged by JAD Date: 2/13/13 TEST PIT NO. 1 Depth Blows Class. Soil Description 0 Consistency Moisture Color 1 2 3 SM Silty fine Sand w/organics & roots SM Silty fine Sand w/gravel loose medium dense dense cemented · · · · · · · · .... · · · · · · · · · · · :de set moist gark rown light brown orav-orown Elevation: 400' W(%) Comments 10.1 8.2 4-l--+-+----------+-,l.llil.l'---+---+---+ ..... -+----1 5 6 7 Logged by JAD Date: 2/13/13 Depth Blows Class. Maximum depth 4 feet. No ground water encountered. TEST PIT NO. 2 Soil Description Consistency Moisture Elevation: 399' Color W(%) Comments 0 -----.--,,-..----------.--,----,--...,..--,-...,..-,-...., ..... --,-----1 .... $cid loose moist grJtn 1 $M. . $ilty n11El $<111ct wtcirgimic:s &r()()ts SM Silty fine Sand w/gravel 2 & fin1roots 3 ·cemented ........ m:dense .. ··· ..... _ .. d .. nser liaht bTown 11.2 8.8 4-l--+-+----------,!,-l""""'---+---+---+--i.----1 5 6 7 Maximum depth 4 ft. No ground water encountered. GEOSPECTRUM CONSULTANTS, INC. Proposed Residential Development 3513 NE ih Street Renton, Washin ton Proj. No. 13-106 Date 3/13 Figure A-1 TEST PIT NO. 3 Logged by JAD Date: 2/13/13 Depth Blows Class. Soil Description 0 ....... Sod/organics .. 1 2 3 4 5 6 7 SM Silty fine Sand w/gravel to 3" cemented Maximum depth 3.5 feet. No ground water encountered. GEOSPECTRUM CONSULTANTS, INC. Geotechnica/ Engineering and Earth Sciences Elevation 403' Consistency Moisture Color W(%) Comments loose moist rii. dense/ oense · !iderise/ hard brown arav-orown ······ gray 13.5 8.6 Proposed Residential Development 3513 NE y!h Street Renton, Washington Proj. No. 13-106 Date 3/13 Figure A-2 Logged by JAD Date: 1/31/13 TEST PIT NO. 1 Elevation: 406' Depth Blows Class. Soil Description Consistency Moisture Color W(%) Comments 0 -.--...... -S-M-,.-S-il_ty_fi-1n_e_S_a-n""d-w""to_c_c_g-ra_v_e_l --,.~lo_o_s_e--,--m-o-is-t---,--dk~br-n--r---i-r---FI_L_L----1 1 brown ....... J .. SM Silty fine Sand w/occ gravel medium dense brown 2 3 dense moisU ................................ ~isl w/some cementation very en: el moist to red-brown gray 16.5 4 4---+---+------------+-............ --+-----+----1-" ...... -+-----I 5 6 7 Logged by JAD Date: 1/31/13 Maximum depth 4 feet. No ground water encountered. TEST PIT NO. 2 Elevation: 403' Depth Blows Class. Soil Description Consistency Moisture Color W(%) Comments O ,--...... S~M:-:--'T""lS,:oi~lty-:fi'"1n-e"'S'"a-n-:-d-w-:-/o-r-ga-n,..ic-s---,.-:-lo-o-se---,r---m-o""is":'"t ---,-.-.. -:-gr-J-:-~-.n.-."T""--r------1 to Silty fine Sand brown wi!li occ. gravel to 6" very moist 1 SM 13.4 2 ···m:aens·e··· 3 ··cementea····· ........... ·v:d nser moist·· 4 5 Maximum depth 3.5 ft. 6 No ground water encountered. 7 GEOSPECTRUM CONSULTANTS, INC. Proposed Residential Development 3517 & 3603 NE J'h Street Renton, Washin ton Proj. No. 13-103 Date 3/13 Figure A-3 TEST PIT NO. 3 Logged by JAD Date: 1 /31 /13 Depth Blows Class. Soil Description 0 SM Silty fine Sand w/occ gravel 1 & abundant roots to 4" 2 3 w/some cementation Consistency Moisture Color loose medium ense ve::i; e e/ moist to very moist moist dk brn brown orav-Drown gray Elevation: 400' W(%) Comments 15.8 4 --1---1---1------------1-...... ---1-----1----~""'--+-----1 5 6 7 Maximum depth 4 feet. No ground water encountered. TEST PIT NO. 4 Logged by JAD Date: 1/31/13 Depth Blows Class. Soil Description Elevation: 405.5' Consistency Moisture Color W(%) Comments 0 ... -...... -...... .,,....--..,...------...... ---...... ---...... -----..... ----1 .... _Sqq/qrgc1r1i_i;:~... loose moist q;,irk.~m SM Silty fine Sand 3,, wilti gravel to 2 3 medium oense to very moist brown liq ht brown 10.5 te"rneiited ·· · .... .. · · :·cni'ser moisr ······· gray .. 8.4 4+-+--+----------f--l,"""~-+---+----+---+----1 5 6 7 Maximum depth 4 ft. No ground water encountered. GEOSPECTRUM CONSULTANTS, INC. -4 -,1 :: ,...,. ~ '·:,,. ---~ . -,(' Proposed Residential Development 3517 & 3603 NE ih Street Renton, Washin ton Proj. No. 13-103 Date 3/13 Figure A-4 NE 7th West Short Plat 3513 NE 7th Street Renton, Washington DRAINAGE REPORT April 17, 2013 Prepared for: Donogh Homes, Inc. 1745 Nile Avenue NE Renton, Washington 98059 (206) 730-0114 office Submitted/Prepared by: Offe Engineers, PLLC Darrell Offe, P .E. 13932 SE 159th Place Renton, Washington 98058-7832 (425) 260-3412 office (425) 227-9460 fax darrell.offe@comcast.net 'J ,' I " /IPR 2 1 i"J:r1, ' v,, Table of Contents • Technical Information Worksheet • Section 1: Project Overview • Section 2: Conditions and Requirements Summary • Section 3: Offsite Analysis • Section 4: Flow Control and Water Quality Facility Analysis and Design • Section 5: Conveyance System Analysis and Design • Section 6: Special Reports and Studies • Section 7: Other Permits • Section 8: CSWPPP Analysis and Design • Section 9: Bond Quantities, Facility Summaries, and Declaration of Covenant • Section 1 O: Operations and Maintenance Manual City of Renton TECHNICAL INFORMATION REPORT (TIR) WORKSHEET Part 1 PROJECT OWNER AND PROJECT ENGINEER Project Owner: Donogh Homes, Inc. Address: 1745 Nile Avenue NE Renton, WA 98059 Phone: (206) 730-0114 Project Engineer: Darrell Offe, P.E. Company: Offe Engineers, PLLC Address/Phone: 13932 SE 159th Place Renton, WA 98058 ( 425) 260-3412 Part 3 TYPE OF PERMIT APPLICATION Subdivision X Short Subdivision D Grading D Commercial D other ________ _ Part 2 PROJECT LOCATION AND DESCRIPTION Project Name: NE 7"' Short Plat Location Township: 23 North Range: 5 East Section: 10 Part 4 OTHER REVIEWS AND PERMITS D DFW HPA D Shoreline Management D COE 404 Rockery D DOE Dam Safety Structural Vaults D FEMA Floodplain D Other D COE Wetlands Part 5 SITE COMMUNITY AND DRAINAGE BASIN Community North Renton Drainage Basin Maplewood Creek / Cedar River / Lake Washington Part 6 SITE CHARACTERISTICS D River [] Floodplain D Seeps/Springs D Stream D High Groundwater Table D Critical Stream Reach [J Groundwater Recharge D Depressions/Swales D Other D Lake D Steep Slopes Pa117 SOILS Soil Type Slopes Qgt 5-10°/o D Additional Sheets Attached Part 8 DEVELOPMENT LIMITATIONS REFERENCE D Ch. 4 -Downstream Analysis D D D D D D Additional Sheets Attached Part 9 ESC REQUIREMENTS MINIMUM ESC REQUIREMENTS DURING CONSTRUCTION D Sedimentation Facilities D Stabilized Construction Entrance D Perimeter Runoff Control D Clearing and Grading Restrictions D Cover Practices D Construction Sequence D Other Erosion Potential Erosive Velocities minor LIMITATION/SITE CONSTRAINT MINIMUM ESC REQUIREMENTS AFTER CONSTRUCTION D Stabilize Exposed Surface D Remove and Restore Temporary ESC Facilities D Clean and Remove All Silt and Debris D Ensure Operation of Permanent Facilities D Flag Limits of SAO and open space preservation areas D Other Part 10 SURFACE WATER SYSTEM [J Grass Lined XTank X Infiltration Method of Analysis Channel Vault [J Depression _2009 KC Manual - D Pipe System D Energy Dissipater D Flow Dispersal KCRTS D Open Channel D Wetland D Waiver Compensation/Mitigati D D Stream D on of Eliminated Site Dry Pond Regional Storage Detention Brief Description of System Operation: Catch basins within curb line of street, conveyance to existing City system downstream, infiltration on lots for house. Facility Related Site Limitations Reference Facility Part 11 STRUCTURAL ANALYSIS Cast in Place Vault D Retaining Wall Rockery > 4' High D Structural on Steep Slope D Other Limitation Part 12 EASEMENTSfTRACTS X Drainage Easement D X Access Easement Tract D Other Part 13 SIGNATURE OF PROFESSIONAL ENGINEER I or a civil engineer under my supervision my supervision have visited the site. Actual site conditions as observed were incorporated into this worksheet and the attachments. To the best of my knowledge the information provided here is accurate. Sianed/Date Section 1: Project Oveiview Toe proposal is a 4-lot short plat located in the Renton Highlands near the Renton Vocational College. Toe property address is 3513 NE 7ti1 Street. There is an existing residence and several out buildings on the property. These structures will be removed as part of the construction of the new project. Toe property is 28,700 square feet (0.6 acres). Toe existing King County Tax Parcel number is 801110-0120. There are no sensitive areas on this site. Toe property has a gentle slope of approximately 4% towards the southwest corner of the property. Toe soils on the site have been identified by a Geotechnical Engineers as "glacial consolidated till". These soils are not suitable for Full Infiltration of storm water runoff. Toe soil logs indicate moist silty sands with no ground water within the holes at 4'. Toe proposal for storm water treatment for the project is: (A) provided "limited infiltration systems" for the proposed houses and driveways; (B) provide a storm water treat vault for the access road; (C) record a "Restrictive Covenant'' limiting the amount of impervious area to be allowed on the new lots. Section 2: Conditions and Requirements Summary 2009 City of Renton Drainage Manual Section 3: Offsite Analysis Section 4: Flow Control and Water Quality Facility Analysis and Design Flow control/water quality preliminary calculations determined the project will require a facility sized for both detention and water quality. The project will have a restrictive covenant limiting the impervious areas on the developed lots to 2,800 square feet with "limited infiltration" dry wells for 1,400 sq. feet of the proposed impervious areas. The balance of the property will then be collected and conveyed into the storm facility. NE 7th West Short Plat Area Breakdown Impervious Pervlous Forest Area Breakdown Tota/Areas {sq. feet} {sq. feet} {sg. feet} Lots 4 20780 5600 15180 2,800 sq. ft. impervious max. (50%) (11,200 sq. ft. max.) "Limited Infiltration" Roads lin. Feet 20' road section 246 6350 4920 1430 (Fire Lane) 20' (100%) Frontage 95' 1520 640 880 (sidewalk one side) 5' (43%) NPGEAreas Tota/Are., 28650 Impervious 11160 Pervious 17490 Forest/NGPE 0 Water Quality Volume P.G.I.5. 4920 access road 1600 driveways 260 approach 6780 square feet EXISTING CONDfl"ION , Area- ' Till Fores, Till Pasture! Till Grassi 0.66 acres: ' 0.00 acres! ' I 0.00 acres! ' Outwash Fores~ 0.00 acres! J : Outwash Pasture! 0.00 acres! Outwash Grass! 0.00 acres! Wetland! 0.00 acresi lmperviousL_~ 0.00 acr~sj I Total-------i I 0.66 acres! -·--·--····· ----·-----·-·-··l Scale Factor: 1.00 Hourly Reduced Time Serles: !NE 7th West Pre-Developed Compute Time Serles Modify User Input File for computed Time Series (.TSF] 1»1 I Flow Frequency Analysis -------------------------------------------------------- Time Series F1le:ne 7th west pre-developed 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 0.042 2 2/09/01 18: 00 0 053 1 100.00 0 .990 0.012 7 l/06/02 3: 00 0.042 2 25.00 0 960 0 031 4 2/28/03 3: 00 0. 032 3 10.00 0 .900 0.001 8 J/24/04 20: 00 0.031 4 5.00 0. 800 0.018 6 l/05/05 8: 00 0.027 5 3.00 0 .667 0.032 3 l/18/06 20: 00 0.018 6 2.00 0 .500 0027 5 11/24/06 4 :00 0. 012 7 1. 30 0. 231 ), 0.053 1 l/09/08 9: 00 0.001 8 1.10 o. 091 Co•puted Peaks 0 049 50.00 0. 980 4 J I DEVELOPED CONDrrION (2,800 SQ. FEET/ LOT) , Area-· ···· --, ; Till ForesJ 0.00 acres! Till Pasture! TIii Grass! Outwash Foresfi i Outwash Pasture! l Outwash Grass! Wetland! I I 0.00 acresi I 0.41 acresJ 0.00 acresi 0.00 acresj ' 0.00 acresi ' 0.00 acresi i Impervious! . 0.25 acres] ,· Total·-·· --, ' I l ; I 0.66 acres1 ++-----"--·--·-·-· --··--j Scale Factor: 1.00 Hourly Reduced Time Serles: !NE 7th WEST Developed Compute Time Serles Modify User Input File for computed Time Serles (.TSF] 1»1 I Section 5: Conveyance System Analysis and Design This analysis and design will be provided as part of the Construction Plan submittal to the City of Renton. Section 6: Special Reports and Studies Geotechnical Study attached Section 7: Other Permits None applicable at this time Section 8: CSWPPP Analysis and Design The proposed development consists of a 0.66 acre parcel (28,667 square feet). The proposal does not exceed the WSDOE requirements for a SWPPP plan and permit. An Erosion Control Plan will be prepared as part of the construction plans for review and approval by the City of Renton. Section 9: Bond Quantities, Facility Summaries, and Declaration of Covenant These documents will be prepared and provided at the time of Construction Plan submittal to the City of Renton. At this time, the storm system and analysis provides for a conceptual system that will be finalized during civil plan preparation. Section 10: Operation and Maintenance Manual The Operation and Maintenance Manuals will be prepared and provided at the time of Construction Plan submittal to the City of Renton. PUBLIC WORKS INTAKE FORM Date: ~ /7, Ml 4- Plan Reviewer's Na~e: ljjlt1i1; , . Project Name: 6 7 -_':,/Yrc,f--H*L Yiff'+ · }?-tt1, Name & Phone# of Contact Person: ---,-----h~f!.!:..!./f'--C,!a.... w'II:.....__:;-µ_=:... ____ _ Engineer's Name & Phone#: ¢2~-zr;,,tf -3</lZ Construction Permit Number/LUA Number: What is the purpose of your submittal?: ~f /J' caft, ~. REt'1101'4 ' " ~ Re.c®'i.lf!O \ lUN L 1 ?:Q\4 NOT FOR BUILDING PERMIT REVISIONS. NB l +-~<r P ltuJ->I . e{L~r we<&( m1ddtJ j rwuu {W{ ii Ci/% luv:l~ ~a<1s/»/a-p(*wu\ ~~ Vi\~ wr \f)tcrvu.FLP. , ~ U~ d!Xh fuv' NB~f:/vJ/m ~(;Jcf{Wvl 611~ w ~~ i1LJ ~ ., ca~ ,?\oc.5 6V11md4 ' W)l~;\U ~l({ \ /\l A GVJ;0 0 us Y\{U/l ~ ~V361 ' ,(f V JV , DEPARTMENT OF COMMUNITY & ECONOMIC DEVELOPMENT M E M O R A N D U M DATE: September 8, 2014 TO: FROM: Gregg Zimmerman, Public Works Administrator Rohini Nair, Plan Review Section, Ext: 7298 SUBJECT: Gregg, NE 7th Street West final short plat plans for signature LUA13-000496 Here are two sets of final short plat paper plans of the NE 7'h Street West Short Plat for your review and signature. The following has been completed: • The preliminary short final plat was approved on June 4, 2013 • All construction permit fees have been paid • The impact fees will be paid at building permit issuance • The inspector has signed off the construction permit • ROW dedication is not required from the development. • Bill of Sale has been obtained • Cost Data form has been obtained • Technical Services Approval • Planning Approval Please contact me when they have been signed and I will stop by and pick them up. Thank You. Approval: __________________ Date: ______ _ Gregg Zimmerman, Public Works Administrator ' ' ' 41· -·~ -',, --=i> ---- • ... -,-..•. -. ·-s'· 'le .. 'i = .-:,i • -. ·i'.. ---------- ------------- I • __ -, . -.·. I • I • I • I 1 • , ' . ' ' it, lo ~~~~ " "' ~ ':J j2 ' mw glj I ' ' ' ' ' I O ' 11 ',,_. ',,,,,' ,' .. \,\ .. ::. ' • I • • ' z I ~ ,: , • I i • ill ~ I 3 '- • ' ' ' 0 r • I I 1Rrr INVr::Nf ORY l I ' ' ' ' ' ' ' B" 'CIO. ' ' ' ' ' ' ' ' 1Rrr NVr:NfORY lrl1r:ND 1YPICAL. fRff -ro Bf Rff fJNrt7 ( WlfH t?RIP~INf 5HOWN) 1YPICAL. fRrf -ro Bf RrMOVrt? ' I I ' ' ' ' ' ' I ' \ lA~lt?5CAPE: N011:5 1. CONTRACTOR SHALL BE RESPONSIBLE FOR FAMILIARIZING THEMSELVES WITH ALL OTHER SITE IMPROVEMENTS AND CONDITIONS PRIOR TO STARTING LANDSCAPE WORK. 2. CONTRACTOR SHALL USE CAUTION WHILE EXCAVATING TO AVOID DISTURBING ANY UTILITIES ENCOUNTERED. CONTRACTOR IS TO PROMPTLY ADVISE OWNER OF ANY DISTURBED UTILITIES. LOCATION SERVICE PHONE 1-800-424-5555 3. CONTRACTOR SHALL MAINTAIN AND WATEF< ALL PLANT MATERIAL FOR 1 YEAR OR UNTIL FINAL INSPECTION AND ACCEPTANCE BY OWNER. 4. CONTRACTOR SHALL BE RESPONSIBLE FOR COMPUTING SPECIFIC QUANTITIES OF GROUND COVERS AND PLANT MATERIALS UTILIZING ON-CENTER SPACING FOR PLANTS AS STATED ON THE LANDSCAPE PLAN ANO MINIMUM PLANTING DISTANCES AS SPECIFIED BELO~/ IN THESE NOTES. 5. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING THE QUANTITIES OF PLANTS THAT ARE REPRESENTED BY SYMBOLS ON THE DRAWINGS. 6. SUBGRADE IS TO BE WITHIN 1 /1 O" OF ONE FOOT AS PROVIDED BY OTHERS. ALL PLANTING AREAS TO BE CLEARED OF ALL CONSTRUCTION MATERIAL AND ROCKS AND STICKS LARGER THAN 2" DIAMETER. 7. 4" DEPTH NEW TOPSOIL IN NEW BEDS SHOWN. ROTOTILL INTO TOP 6" OF SOIL. 8. ALL BEDS TO RECEIVE A MINIMUM OF 2" FINE FIR BARK. 9. ALL PLANT MATERIAL SHALL BE FERTILIZED WITH AGRO TRANSPLANT FERTILIZER 4-2-2 PER MANUFACTURER'S SPECIFICATIONS. 10. ALL PLANT MATERIAL SHALL CONFORM TO MN STANDARDS FOR NURSERY STOCK, LATEST EDITION. ANY REPLACEMENTS MADE AT ONCE. A. GENERAL: ALL PLANT MATERIAL FURNISHED SHALL BE HEALTHY REPRESENTATIVES, TYPICAL OF THEIR SPECIES OF VARIETY AND SHALL HAVE A NORMAL GROWTH HABIT. THEY SHALL BE FULL, WELL BRANCHED, WELL PROPORTIONED, AND HAVE A VIGOROUS, WELL DEVELOPED ROOT SYSTEM. ALL PLANTS SHALL BE HARDY UNDER CLIMATIC CONDITIONS SIMILAR TO THOSE IN THE LOCALITY OF THE PROJECT. B. TREES, SHRUBS, AND GROUND COVER: QUANTITIES, SPECIES, AND VARIETIES, SIZES AND CONDITIONS AS SHOWN ON THE PLANTING PLAN. PLANTS TO BE HEALTHY, VIGOROUS, WELL FOLIATED WHEN IN LEAF. FREE OF DISEASE, INJURY, INSECTS, DECAY, HARMFUL DEFECTS, AND ALL WEEDS. NO SUBSTITUTIONS SHALL MADE WITHOUT WRrrrEN APPROVAL FROM LANDSCAPE ARCHITECT OR OWNER. 11. NO PERMANENT IRRIGATION SYSTEM IS PROPOSED. TREES LOCATED ON THE PROPOSED LOTS WILL BE IRRIGATED BY FUTURE HOMEOWNERS. LANDSCAPE STRIP PLANT MATERIAL IS CONSIDERED 100% DROUGHT TOLERANT AND SHALL BE PROVIDED TEMPORARY IRRIGATION FOR THE FIRST TWO (2) YEARS. 12. HOME BUILDER SHALL BE RESPONSIBLE FOR l~ISTALLING PROPOSED LOT TREES UPON COMPLETION OF THE PROPOSED HOMES. STREETSCAPE PLANT MATERIAL SHALL BE INSTALLED BY DEVELOPER. --.. 13.22.41' --------------, ___ , .... --·------------··---------·-------------------·- . FINISH GRADE II 2" MAX.'"] SPECIFIED TREE STAl<E(S)--- INSTALL "TREE BOOT" OR-"' "ARBORGARO" JN LAWN AREAS . PlllNT TREE I" -2• HIGHER-~ THAN IN NURSERY WATERING BASIN---, STAPLE STATE OF WASHINGTON REGISTERED LANDSCAPE ARCHITECT JEFF M. VARLEY CERTIFICATE No. 774 TREE REINFORCED RUBBER HOSE OR VINYL W/16 GA. WIRE TIES OR APPROVED EQUAL DETAIL --PRUNE DISEASED AND BROKEN BRANCHES 1-----HOSE &: WIRE TIES, SEE DEfAIL ABOVE ,--REMOVE BINDING TWINE & TOP 1/3 OF BURU\P. ,--2" smLED DEPTH WITH SPECIFIED MULCH ,--FERTILIZER TABLETS (4-21 GRAM-20-10-5) ROOT DEFLECTOR FOR TREE's=== ADJACENT TO SIDEWALKS ROOT DEFLECTOR FOR TREES ADJACENT TO SIDEWALKS SPECIFIED PlllNTING SOIL UNDISTURBED GROUND _/ 12" MIN. FOR WOOD STAKES & 18" FOR REBAR SCARIFY PU\NTING PIT SIDES AND BOTTOM M-t--6" DEEP, FIRM, NATIVE SOIL MOUND ,__~2~x ~R~O~OT~BAL~L_W_IO_T.;H_---,r--IN HEAVY SOILS, AUGER 8"x6' DEEP D HOLE (OR THROUGH HARDPAN) FILL WITH CRUSHED ROCK. VERIFY GOOD DRAINAGE PRIOR TO PU\NTING. NOTE: DO NOT PIERCE TREE ROOTBALL WITH TREE STAKES DECIDUOUS TREE PLANTING & STAKING DETAIL f- J: '-' w :r: w w fl: ~ ' 18" MIN. NOT TO SCALE STAPLE TREE REINFORCED RUBBER HOSE OR VINYL W/16 GA. WIRE TIES OR APPROVED EQUAL DETAIL -~~-----PRUNE DISEASED AND c; BROKEN BRANCHES ,,-------HOSE AND WIRE TIES, I'-<--:;,/ 2x ROOTBALL WIDTH SEE DETAIL ABOVE ,,----SPECIFIED TREE STAKE(S) ,----REMOVE BINDING MATERIAL AND TOP 1/3 OF BURLAP ~---WATERING BASIN -1 '---SCARIFY PIT SIDES AND BOTIOM FIRM NATIVE SOIL MOUND CONIFERUOUS TREE PLANTING & STAKING DE.1AIL NOT TO SCALE ·- 0 80 NOR-rH -·-· I ! .. - 0 / 0' --. 'I , : . .· 160 >-> rn ::,e ..., o~ z ..., ,~ ... (.; > -"\ • '"'' >c.'·;,·"(0 . ' \____) \ -~ \- 2 \\ \ ~ ~ C) \ \\ \ > \\ \ D ~ ...... ~ DESIGNER: DRAFTING BY: DATE: SCALE: L- -- JMV JMV 1-13-13 AS SHOWN 01 SHEET 1 OF 3 \ ' \ • • . • • r ' \ w--_ _, ' / I-- VI >'-u: - / / ; " - w z __J G 0 LL 0 ls n n --- :s o_ _J _j w >- w LL! z aS <( :::, __J 0 0 ' :s ' 0 (/) ..J ::] C _., f-. 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' L ______________ 1_.J 15' S. 1 /2, ' ' ' ' ' w NE.1/4, :.,. tJ L _ ------/-·------.J L ______________ J \L ______ ; _': __ _'J ~ --',-___ -~-_ ·-J I \ ; i \ \ -----= I ~-\ \ I '~~-Ttt~===~,~-~-- , , I , rr .:.-~~;...4-6-8----------':&56~~ .'t-;~--+s~-::---.:~--x~~-1- -~j ~------""" ~~ -w N \A/.1 / 4, i\188'1 J'15"W NE.1 /4. c;r~ 631 34' 1r1._r;,_ c; / ; ; ; \ \ ' ' \ ' ' 0 20 NORfH l , , ___ _ STATE OF WASHINGTON REGISTERED LANDSCAPE ARCHITECT -· JEFF M. VARLEY CERTIFICATE No. 774 -. , .. (f) :z 0 (f) GJ Cl::'. --w ' ' ,._ "' 0, <C O N 0 . , "-._) \ \ \-:z \\ \ ~ ~ C) \ \\ \ > \\ \ D ~ ~ ~ DESIGNER: "" 0 0 - DRAFrlNG BY: DATE: SCALE: L -- JMV JMV 1-'13-13 AS SHOWN 02 SHEET 2 OF 3 • ' \ • 81 I ;-II I rcfl-. -~\ -, \-I l \\ \ ' \\ \ ~ \ I \ I I LAND5CAPr 'PUAN I ' I I ' ' --... , \ ._ --- \ \ \ ' \ \ I ,' ' ' I I ' ' I \1 I I I \ \ I ' ' 14" ' 0 I I - ' I I ' 3: TOM l I ~ ' ' \ \ ' l II I I I / I I ( " \ / '- ' ' 3: 1 I / I I ' ' ' ' \ J I ' ' ' ' ' ' ' ' ' ' ' \ \ ) / / I I I ' ' " ' I I I / I I I I I I I I I I I I I I I I I 111. II 1 I I I I I I I I -- ' -c:ro. I I ' I I I ' I I ' ' ' ' I ' I I I I I I I I I , I w --w w w -w ' ' ' ' ' ' ' ' PlANf 5CHf DUlf r3G-rANICA1-NAM!:: ~\--.~I.------Acer plat. K -trun. '.~lorwecilan 5Lnsd' t.~=-~-Cerc1<11ph4lum japonlcum ).__ P4ru5 caller4ana 'Red5plre' t---i~t72fl~h~~~~\;:tt:~'.__ P seuclotsuga menziesi i i---W 1--1-.,., ,::::::: ,-fhuJa pi icata X X X X 1--5tqrax Japonlca ~_::::::::::___J~,---$--Acer clrcinatum COMMON NAM!:: Red Maple · Katsura flowerlnci Pear t? ouglas f Ir Westem Reel Cedar Japane5e 5nowbell Vine Maple QUANflfY ':7 "52 24 179 60 19 12 STATE OF WASHINGTON REGISTERED LANDSCAPE ARCHITECT JEFF M. VARLEY CERTIFICATE No. 774 51ZI:: Rl::MARK5 2 11 cal full and Matching/ Replacement free 2 11 cal full ancl Matching/ Replacement free 2 11 cal full and Matching/ Replacement free 2 11 cal full ancl Matching/ Replacement free 2 11 cal full and Matching/ Replacernent free 2 11 cal full ancl Matching/ Replacement free 2 11 cal full and Match1nci/ Replacement free 211 Rl::P~ACI:: Mi::Nf -rRl::1::5 Rl::QUIRl::t?, 211 PROVlt?rt? @)----- @1---- e-- 28 fOfAi-lOr5 X 2 -rRl::1::5/ lOf MINIMUM ~ 06 -rRl::1::5 Rl::OUIRl::t? 5HRUB5 and aROUNt7 COVf R fuonqmus fortune! 'fmerald Ciaiclq' Ct5W5 h4br1dus Hel ic-lol:richon ,;empervlrens Mtscanthu5 slnensi5 l::uonqmus alatus 'Compacta' Arclo5taphqllos uva-ursi Rubus pentalobus fuonqmus Rockrose Blue Oat Cirass Maiden Cirass t?wf, r3urnlng r3ush Ktnnlktnnlk Bramble ?4 18 58 45 50 1,251 1,565 06 -rP-Er5 PROVlt?rt? I qal full and Matchinq I gal full ancl Matchtnci I cial full ancl Matchinci I gal full and Matching I gal full ancl Matching 411 pot Plant 50 11 on-center 4 11 pot Plant 5011 on-center 0 40 80 NORf~I i . DESIGNER: JMV DRAFTING BY: JMV DATE: 1-13-13 SCALE: AS SHOWN L-03 SHEET 3 OF 3 n ~ 0 N "-0 N " z 0 Q 0 "-0 z m § tj-~ " 0 C 0 --..... ~ 0 w i m ___J z o._o f---f-er: Cl Oz :r:: :r:: (/) (f) <( f---s (/) w -5Z 0 __c f--- +--' z I'--w O::'. w z µ.-; z 0 0 >-, E-s E-sz ,...._ ~ u~ 0 w z 0 ei 0 'l en D > z ! 0 ~ Q_ Q) 0 "' _y L 0 :i< u .0 :, o_ "-'" C v :, [I] "-ry C C C 0 o_ 0 w a m ii I I I ~ C 0 ~ t:i w I m 0 ~ 0 " " ~ Ct'. Q_ Q_ <( w 1-- <( 0 0 z \ TRY TO SAVE DURING CONSTRUCTION ·- -\ \ \ \ \ PORTION I I I I OF THE NW 1/4, SE 1/4, SECTION 10, TOWNSHIP 23 N, RANGE 5 EAST, W.M., ··--·-,·--- \ \ \ : : • ------\N ------w ---· ·----- k I ' X 11 ' I i k I \ \ --Vi --~------vy -------.-----~----i I \ \ \ • \ ' I I \ I I I \ : I \ \ ' I I I \ \ I \ I • ' I I I ' ' I I I I I I \ I \ I ---""" X ............... .,---\ \ I \\ \,_ j 95.97' ---_ '_\\·'-'-·-·-·-·-·-__ 2cc,_ --__ \ ______ --------- \ \ \ \ CITY OF RENTON, WASHINGTON --,. / "I \ ,' ~t"\ \~o; I \ i0 --JI_ - NOTE: SHOWN HEREON ARE APPROXIMATE EXISTING UTILITY LOCATIO~~RACTOR'S RESPONSIBILITY TO ALL ONLY. IT SHALL BE THE CO LAND HORIZONTAL LOCATION OF MINE THE EXACT VERTICA COMMENCING ~~~~7NG UNDERGROUND UTILI~~~~~~~: ~~DE THAT ALL EXISTING CONSTRUCTION. NO REPRESE E ENGINEER ASSUMES NO UTILITIES ARE SHOWN HEREO~.N~~ SHOWN OR UTILITIES NOT SHOWN RESPONSIBILITY FOR UTILITIE IN THEIR PROPER LOCATION. CALL BEFORE YOU DIG: 1-800-424-5555 Es To BE SAVED (RETAINED) 7-TRE TREES l() BE EVAULATED DURING 3-TO BE RETAINED IF POSSIBLE CONSTRUCTION 16-TREES TO BE REMOVED GRAPHIC SCALE 20 0 20 horizontal scale 40 feet ti w --, 0 Ct'. o._ ~ ....J 0... ~ 0 I (f) 1- (f) w s ..c -+-' ,..._ w z DATE f--z w _J 0 • 0 z - Cf) w ~ 0 I I (.9 0 z 0 0 z 0 f--o._ Ct'. 0 (/) w 0 w ~ 0 0 z G:i Cl'. '3 >-0 en 0 w y_ 0 w I 0 >- (I) z ! Ct'. 0 (/) > 0 >-_J (I) 0 0 w z (9 (/) w 0 1--z w 1--z 0 0 1--w w I (/) z <( ....J 0... w w 0::: I- 04/13/2013 JOB NO. ____ _ DWG NO. ____ _ SHEET 1 OF 1 ..•. i "' r , .. APR 2 3 1011 /<0 /-IU! ' "' ,/ " / . ' ·, .,, '< ) ,-;. •, '(', ':,. J ·o , ··········1·--' II I I I ' • J i I • ~ -, - ' X X X PlANf 5CHrt7Ulr BOf/lJ\JICAL-NA/l~r ,(\'.)>i: "' 5 J f . .r:t: COMMON NAME: Beh1la Jacquemontl* Jacquemontil Birch Acer freemani 'Aui:iJmn Blaze'*-Maple P4ru5 caller4ana 'Capital'*-flowerinq Pear Acer circinarum'"' Vine Maple • / orY 10 15 0 6 .-· /' / / 51Zr 2" cal 2" cal 2" cal 6' ht ~ 17 fOfAl l0f5 X 2 ·rRfE:5/ lOf MINIMUM ~ 24 fRE:f5 RfOUIRfD '"'Cm,ldered drcuciht tolerant In Pacific Northwe5t once e5ta~li5hed f.:00 lawn. 5ee 5pec1flc lawn noi:e5 above for addt' I information 54 TRl::1::5 PROVlt?E:t? ) // ,/ RE:Mf\RK5 full and Ma+..chinci full and Ma+..chlnci full and Malchinci full and Malchlnci (f) i . ' ') ,/\. 1·, I I• I i STATE OF WASHINGTO E D H ECT JEFF M. VAR EY CERTIFICATE No. 774 II 2" MAX,1 SPECIFIED TREE STAl<E(S) ---\ INSTALL ''TREE BOOT" OR----,_ ~ARBORGARO~ JN LAWN AREAS. PLANT TREE 1 "-2" HIGHER t THAN IN NURSERY REINFORCED RUBBER HOSE OR VINYL W/16 GA. WIRE TIES OR APPROVED EQUAL DETAIL ~-PRUNE DISEASED AND BROKEN BRANCHES If'----HOSE & WIRE TIES, SEE DETAIL ABOVE ~-REMOVE BINDING TWINE & TOP 1/3 OF BURLAP. ~ 2" SETTLED DEPTH WITH SPECIFIED MULCH FERTILIZER TABLETS (4-21 GRAM-20-10-5) ROOT DEFLECTOR FOR TREESss== ADJACENT TO SIDEWALKS ===iiROOT DEFLECTOR FOR TREES ADJACENT TO SIDEWALKS SPECIFIED PLANTING SOIL UNDISTURBED GROUND _/ 12" MIN. FOR WOOD STAKES & 18~ FOR REBAR SCARIFY PLANTING PIT SIDES AND BOTIOM ++-6" DEEP, FIRM, NATIVE SOIL MOUND 2x ROO.iALL WIDTH ~IN HEAVY SOILS, AUGER 8"x6' DEEP I D HOLE (OR THROUGH HARDPAN) FILL WITH CRUSHED ROCK. VERIFY GOOD DRAINAGE PRIOR TO PLANTING. NOTE: DO NOT PIERCE TREE RObTBALL WITH TREE STAKES • DECIDUOUS TREE PLANTING & STAKING DETAIL NOT \0 SCALE lANt?5CAPf N01l:5 l 1. CONTRACTOR SHALL BE RESPONSIBLE FOR FAMILIARIZING THEMSELVES WITH ALL OTHER SITE IMPROVEMENTS AND CONDITIONS PRIOR TO STARTING LANDSCAPE WORK. 2. CONTRACTOR SHALL USE CAUTION WHILE EXCAVATING TO AVOID P,ISTURBING ANY UTILITIES ENCOUNTERED. CONTRACTOR IS TO PROMPTLY ADVISE OWNER OF ANY DISTURBED UTILITIES. l)JCATION SERVICE PHONE 1-800-424-5555 3. ~$N6~~1:TROR SHALL MAINTAIN AND WATER ALL PLANT MATERIAL ,FOR 1 YEAR OR UNTIL FINAL INSPECTION AND ACCEPTANCE 4. CONTRACTOR SHALL BE RESPONSIBLE FOR COMPUTING SPECIFIC QUANTITIES OF GROUND COVERS AND PLANT MATERIALS UTILIZING ON-CENTER SPACING FOR PLANTS AS STATED ON THC: LANDSCAPE PLAN AND MINIMUM PLANTING DISTANCES AS SPECIFIED BELOW IN THESE NOTES. 5. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING THE QUAijTITIES OF PLANTS THAT ARE REPRESENTED BY SYMBOLS ON THE DRAWINGS, . ' 6, SUBGRADE IS TO BE WITHIN 1/10" OF ONE FOOT AS PROVIDED' BY OTHERS. ALL PLANTING AREAS TO BE CLEARED OF ALL CONSTRUCTION MATERIAL AND ROCKS AND STICKS LARGER THAf! 2" DIAMETER. 7. 4" DEPTH NEW TOPSOIL IN NEW BEDS SHOWN. ROTOTILL INTO TOP 6" OF SOIL. 8. ALL BEDS TO RECEIVE A MINIMUM OF 2" FINE FIR BARK. 9. ALL PLANT MATERIAL SHALL BE FERTILIZED WITH AGRO TRANSPLtNT FERTILIZER 4-2-2 PER MANUFACTURER'S SPECIFICATIONS. 10. ALL PLANT MATERIAL SHALL CONFORM TO AAN STANDARDS FOR iNURSERY STOCK, LATEST EDITION. ANY REPLACEMENTS MADE AT ONCE. l A. GENERAL: ALL PLANT MATERIAL FURNISHED SHALL BE HEfLTHY HEPRESENTATIVES, TYPICAL OF THEIR SPECIES OF VARIETY AND SHALL HAVE A NORMAL GROWTH HABIT.1 THEY SHALL BE FULL. WELL BRANCHED, WELL PROPORTIONED, AND HAVE A VIGOROUS, WELL DEi/ELOPE~ ROOT SYSTEM. ALL PLANTS SHALL BE HARDY UNDER CLIMATIC CONDITIONS SIMILAR TO THOSE IN THE LOCALITY OF THE PROJECT. ' B. TREES, SHRUBS, AND GROUND COVER: QUANTITIES, SPECJES, AND VARIETIES. SIZES AND CONDITIONS AS SHOWN ON THE PLANTING PLAN. PLANTS TO BE HEALTH'/, VIGOROUS. WELL FOLIATED WHEN IN LEAF. FREE OF DISEASE, INJURY, INSECTS, DECAY, HARMFUL DEFECTS, A0D ALL WEEDS. NO SUBSTITUTIONS SHALL MADE WITHOUT WRITIEN APPROVAL FROM LANDSCAPE AR1HITECT OR OWNER. 11. NO PERMANENT IRRIGATION SYSTEM IS PROPOSED. TREES LOCA(ED ON THE PROPOSED LOTS WILL BE IRRIGATED BY FUTURE HOMEOWNERS. LANDSCAPE STRIP PLANT MATERIAL IS CONSIOERi;D 100% DROUGHT TOLERANT AND SHALL 13E PROVIDED TEMPORARY IRRIGATION FOR THE FIRST TWO (2) YEARS. I ' 12. HOME BUILDER SHALL BE RESPONSIBLE FOR INSTALLING PROPOSED LOT TREES UPON COMPLETION OF THE PROPOSED HOMES. STREETSCAPE PLANT MATERIAL SHALL BE INSTALLED BY OEVELOP,ER. lANt?5CAPINu -ro Bf IN5fAllft? 13 DfVflOPfR A5 P /\Rf Of UflllfY l1IAPROVE:~AfN15 i ADD L-ANt?5CAPl~lw !-5 fOllOW5: lUA 15-000196 5 P APPROVAL-fXHIBlf 8 lUA 15-000714 5.P. APPROV/\l fXHIBlf 8 lU!\ 15-000~67 5.P. APPROVAL-E:XHIBlf "'r t I 51Dl'Yf\RD lMID5CAPINCi MAIN5r PLIBllC 5rRfrf. 50D L-AWN WlfH 4'' DrPfH Of ~irw fOP501l. fO [)f IN5fAllrD BY [)LillDfR l ' ! ' ' l 1 I i ·• ~IOR1'1r1 ' ! • ' r, , ) " La 4 IJ [] [I w '::c D 0 z \- ~ \ \ \ \ \ ~ V\ ' ~ \'-- ~ \ \ :z \ 0 DESIGNER: DRAFTING BY: DATE: SCALE: L SHEET 11 OF 2 < ---', ll.. '0....',. ~ u \[\ ~ ~ ---', ::z C) \ - \:'S ::z I ~ ::z 8 ::z "-" "" JMV JMV 9-1-13 AS SHOWN 1 1 1 CITY OF RENTON SHORT PLAT NO. RENTON, WA LUA LND GRANTOR (Owners): scon DONOGH HOMES, INC GRANTEE: CITY OF RENTON KING COUNTY, WASHINGTON 10 2 43/17 LOT BLOCK STEWART'S HIGHLAND ACRES TR PLAT VOL/ PAGE ASSESSOR'S PROPERTY TAX PARCEL# 801110-0045 DECLARATION: WE THE UNDERSIGNED, OWNER(S) IN FEE SIMPLE [AND CONTRACT PURCHASER(S)] OF THE LAND HEREIN DESCRIBED DO HEREBY MAKE A SHORT PLAT THEREOF PURSUANT TO RCW 58.17 060 AND DECLARE THIS SHORT PLAT TO BE THE GRAPHIC REPRESENTATION OF SAME, AND THAT SAID SHORT PLAT IS MADE WITH THE FREE CONSENT AND IN ACCORDANCE WITH THE DESIRE OF THE OWNER(S). IN WITNESS WHEREOF 1/1/E HAVE SET OUR HANDS AND SEALS. SCOTT DONOGH HOMES, INC SCOTT DONOGH, SR NOTARY: STATE OF WASHINGTON) ) ss. COUNTY OF KING ) ON THIS DAY PERSONALLY APPEARED BEFORE ME SCOTT DONOGH, SR TO ME KNOWN TO BE THE INDIVIDUAL DESCRIBED HEREIN AND WHO EXECUTED THE WITHIN AND FOREGOING INSTRUMENT, AND ACKNOWLEDGES THAT HE/SHE SIGNED THE SAME AS HIS/HER FREE AND VOLUNTARY ACT AND DEED, FOR THE USES AND PURPOSES THEREIN MENTIONED. G!VEt--l UNDER MY HANO .A_!\l':) OFFICIAL SEA.L TH!S __ D.A.Y OF ----~· 2014. 33'All.FE ~---------- lll[E':._ ___________ _ MYl'FFONTTVENTEXRPES.~: ______ _ APPROVAL CITY OF RENTON ADMINISTRATOR OF PUBLIC WORKS EXAMINED AND APPROVED THIS. _ ___,DAY OF ______ ,2014 ADMINISTRATOR KING COUNTY DEPARTMENT OF ASSESSMENTS EXAMINED AND APPROVED THIS_~DAY OF ______ ,2014 ASSESSOR DEPUTY ASSESSOR ACCOUNT NUMBER: 801110-0045 RECORDER'S CERTIFICATE FILED FOR RECORD THIS~-DAY OF , 2014AT MIN BOOK OF SURVEYS, PAGE AT THE REQUEST OF SITE SURVEYING, INC. MANAGER SUPT. OF RECORDS DECLARATION OF COVENANT THE OWNER OF LAND EMBRACED WITHIN THIS SHORT PLAT, IN RETURN FOR THE BENEFITS TO ACCRUE FROM THIS SUBDIVISION, BY SIGNING HEREON COVENANTS AND AGREES TO CONVEY THE BENEFICIAL INTEREST IN THE NE\V EASEMENTS SHOWN ON THIS SHORT PLAT TO ANY AND ALL FUTURE PURCHASERS OF THE LOTS, OR OF ANY SUBDIVISION THEREOF. THE COVENANT SHALL RUN WITH THE LAND AS SHOWN ON THIS SHORT PLAT. PRIVATE ACCESS AND UTILITIES MAINTENANCE AGREEMENT NEW PRIVATE EXCLUSIVE EASEMENT FOR INGRESS AND EGRESS IS TO BE CREATED UPON THE SALE OF LOTS SHOWN ON THIS SHORT PLAT. THE OWNl:RS OF LOTS 1 -4 SHALL HAVE AN EQUAL AND UNDIVIDED INTEREST IN THE OWNERSHIP AND RESPONSIBILITY FOR MAINTENANCE OF THE PRIVATE ACCESS EASEMENT APPURTENANCES. THESE APPURTENANCES AND MAINTENANCE RESPONSIBILITIES INCLUDE THE REPAIR AND MAINTENANCE OF THE PRIVATE ACCESS ROAD, DRAINAGE PIPES, AND STORM WATER QUALITY AND/OR DETENTION FACILITIES WITHIN THIS EASEMENT, PRIVATE SIGNAGE, AND OTHER INFRASTRUCTURE NOT OWNED BY THE CITY OF RENTON OR OTHER UTILITY PROVIDERS. MAINTENANCE COSTS SHALL BE SHARED EQUALLY. PARKING ON THE PAVING IN THE ACCESS EASEMENT IS PROHIBITED, UNLESS PAVEMENT WIDTH IS GREATER THAN 20 FEET. GENERAL NOTES 1. THIS SURVEY WAS COMPLETED WITHOUT BENEFIT OF A CURRENT TITLE REPORT. EASEMENTS AND OTHER ENCUMBRANCES MAY EXIST ON THIS PROPERIY THAT ARE NOT SHOWN HEREON. 2. INSTRUMENTATION FOR THIS SURVEY WAS A 3-SECOND NIKON NIVO 5.C TOTAL STATION. PROCEDURES USED IN THIS SURVEY MEET OR EXCEED STANDARDS SET BY WAC 332-130-090. 3. THE INFORMATION ON THIS MAP REPRESENTS THE RESULTS OF A SURVEY MADE IN JULY 2013AND CAN ONLY BE CONSIDERED AS INDICATING THE GENERAL CONDITIONS EXISTING AT THAT TIME. 4. UTILITIES SHOWN ON THIS SURVEY ARE BASED UPON ABOVE GROUND OBSERVATIONS AND AS-BUILT PLANS WHERE AVAILABLE. ACTUAL LOCArlONS OF UNDERGROUND UTILITIES MAY VARY AND UTILITIES NOT SHOWN ON THIS SURVEY MAY EXIST ON THIS SITE. 5. ALL MONUMENTS WERE LOCATED DURING THIS SURVEY UNLESS OTHERWISE NOTED. PROJECT NOTES SURVEYOR: PROPERTY OWNER: TAX PARCEL NUMBER: PROJECT ADDRESS: ZONING: JURISDICTION: PARCEL ACREAGE: • ' )' ... ,.i--r.::,."' I ., ., J . r /' ; Ji ''! . " .,,.,_ .. 1.~"""'·'' :, "·:0..r-,d;~...-«" ,;EM,~, ' , ' SITE SURVEYING, INC. 21923 NE 11TH STREET SAMMAMISH, WA 98074 PHONE: 425.298.4412 scon DONOGH HOMES, INC 3513 NE 7TH STREET RENTON, WA 98056 801110-0120 3513 NE 7TH STREET RENTON, WA 98056 R-8 CITY OF RENTON 28,657 S.F. (± 0.658 ACRES) AS SURI/EYED ., ht H.,;,,'c J •,: -~v-\C' ·. ' . :: 6 f;.1;,c, f ,,-,,•,«,,. --,,, .. ,.w, ,\,Cv· ""'''' ,h ~Z:~',.'~_ ,nc· :C ;;; '\.,o ':.I ' • ., •,.,,, E1~'.io ,,, VICINITY MAP NTS SITc j _;i: ~ 0 z ;o z Oa m q r RECORDING NO. ORIGINAL LEGAL DESCRIPTION LOT 10, BLOCK 2, STEWART'S HIGHLAND ACRE TRACTS, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 43 OF PLATS, PAGE 17, IN KING COUNTY, v\/ASHINGTON. SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON BASIS OF BEARINGS HORIZONTAL DATUM: WASHINGTON STATE PLANE COORDINATE SYSTEM, NORTH ZONE, NAO 83/91, AS ESTABLISHED BY THE CITY OF SEATILE, COMBINED GRID FACTOR 1.0000000. VOL./PAGE D C m lis m a Z 0 ~ ~ t m ~§ m ..., FOUND TACK & LEAD i\,------805.64' =r-- LIN MONUMENT CASE NE 7TH STREET N88°49'07"W (BASIS OF BEARINGS) ------ 1318.09' ----~--J~,.---.. -~ ~ m z m z~ C m z m N "' I :':l N "' l T N: 183416.66 I E: 1308742.51 0 (") N88°49'07"W 95.96 10' FRANCHISE UTILITY EASEMENT ---2~1-r-------- --1 LOT 1 --1 0 0 I __ .J __ I I ~ MONUMENT IN CASE AT THE \_INTERSECTION OF MONROE AVE NE & NE 4TH ST 0 N I I I ~1 6,717 S.F. I 0 ,OG' (0.154 ACRES) N I N: 181109.40 E: 1308748.93 I-z w 2 w U) < w 2 Cl'. 0 I- U) OJ u 0J _J 0 aJ N ::i 0.. ""o. G'<;..\,-'\ ,::; I>-~ ()'() '? """ 'o() z 0 (~,. 0 ....,, 0 w I ij I N88°49'07"W w 0 0 I-95.96 z _J z I-< I-I-< z U) z ~I 2WU)W I Cl'.2W2 LOT2 owuw I-(/) u (/) I 6,046 S.F UJ<t:<-al w § I-LL ::i I--_J 0.. ~ Cl'. I-I ~1 -0.. ::i <D - "' <D N N 38°49'07''W 95.96 i I I I I I I "' I Cl ()J I m -ca :;,i I cm OJ)J rm I OJ 0)> 0J -(J) I 0 m N s: I m z I -, l \"O· ,:;: ~'::, ?-G ~-()\~ '?I"""" z "'() I 0 s I 0 I ....,, c3 co ~w I I LOT3 7,965 S.F (0.183 ACRES) co 01 I ~ i I 11.59' PUBLIC STORM EASEMENT ~~ N (D co --1 .r,. N i I 'j t'5 ,OG I \ ~7 ~ I w.j____ ~ I ""-d!/ 1 O' F l'\NCHISE I ~ UT UIT ')EASEMENT ------ N88°49'07"W 95.97' 23' ------ 1- ~ 1-l!J 2: ------- 1 O' FRANCHISE UTILITY EASEMENT ---- FOUND TACK & LEAD IN MONUMENT CASE N: 183389.49 E: 1310060.32 N s GRAPHIC SCALE 20 0 ~-.. 20 1 40 I 1 INCH = 40 FT. --- co N OJ co ---- LOT 4 7,929 S.F. (0.182 ACRES) 95.97' PROJECT#: 13-037 SHEET: E 80 I 1 OF NW 1/4, SE 1/4, SEC 09, TWP 23N, RNG 5E, W.M. SURVEYOR'S CERTIFICATE THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME OR UNDER MY DIRECTION IN CONFORMANCE WITH THE REQUIREMENTS OF THE SURVEY RECORDING ACT AT THE REQUEST OF SCOTT DONOGH HOMES, INC IN MAY 2014 5-12-2014 SHORT SUBDIVISION SCOTT DONOGH HOMES, INC 3513 NE 7TH STREET RENTON, WA 98056 1 CERTIFICATE NO .. 38964 (Q:} 2014, SITE SURVEYING, 'NC, ALL RIGHTS RESERVED www.sitesurveymapping.com 21923 NE 11th Street Sammamish, WA 98074 Phone: 425.298.4412 Fl 81 s CITY OF RENTON SHORT PLAT RENTON, WA LUA13-000496 LND-20-0579 OWNER'S DECLARATION: WE THE UNDERSIGNED, OWNER($) IN FEE SIMPLE [AND CONTRACT PURCHASER(S)] OF THE LAND HEREIN DESCRIBED DO HEREBY MAKE A SHORT PLAT THEREOF PURSUANT TO RCW 58.17.060 AND DECLARE THIS SHORT PLAT TO BE THE GRAPHIC REPRESENTATION OF SAME, AND THAT SAID SHORT PLAT IS MADE WITH THE FREE CONSENT AND IN ACCORDANCE WITH THE DESIRE OF THE OWNER(S). IN WITNESS WHEREOF WE HAVE SET OUR HANDS AND SEALS. b DECLARATION OF COVENANT THE OWNERS OF THE LAND EMBRACED WITHIN THIS SHORT PLAT, IN RETUllN 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 FUTUl{E PURCHASERS OF THE LOTS, OR OF ANY SUBDIVISIONS THEREOF. THIS COVENANT SHALL RUN WITH THE LAND AS SHOWN ON THIS SHORT PLAT. PRIVATE ACCESS AND UTILITIES MAINTENANCE AGREEMENT THE OWNERS OF LOTS 1 -4 OF THIS SHORT PLAT, TOGETHE WITH LOTS 3 AND 4 OF SHORT PLAT UNDER RECORDING NUMBER '2.0 [ c,c-' 0()0.3 AND LOTS 1 -4 OF SHORT PLAT UNDER RECORDING NUMBER' 1 vr.,t/ SHALL HAVE AN EQUAL AND UNDIVIDED INTEREST IN THE OWNERSHIP AND RESPONSIBILITY FOR MAINTENANCE OF THE PRIVATE ACCESS EASEMENT APPURTENANCES. THESE APPURTENANCES AND MAINTENANCE RESPONSIBILITIES INCLUDE THE REPAIR AND MAINTENANCE OF THE PRIVATE ACCESS ROAD, DRAINAGE PIPES, AND STORM WATER QUALITY AND/OR DETENTION FACILITIES WITHIN THIS EASEMENT, PRIVATE SIGNAGE, AND OTHER INFRASTRUCTURE NOT OWNED BY THE CITY OF RENTON OR OTHER UTILITY PROVIDERS. MAINTENANCE COSTS SHALL BE SHARED EQUALLY. PARKING ON THE PAVING IN THE ACCESS EASEMENT IS PROHIBITED, UNLESS PAVEMENT WIDTH IS GREATER THAN 20 FEET. THE PRIVATE ROAD MUST REMAIN OPEN AT ALL TIMES FOR EMERGENCY AND PUBLIC SERVICE VEHICLE ACCESS. GENERAL NOTES 1. THIS SURVEY IS BASED UPON THE SUBDIVISION GUARANTEE PROVIDED BY STEWART TITLE GUARANTY COMPANY, ORDER NO. 01148-30989, DATED APRIL 8, 2014 AT 8:00 AM 2. INSTRUMENTATION FOR THIS SURVEY WAS A 3-SECOND NIKON NIVO 5.C TOTAL STATION. PROCEDURES USED IN THIS SURVEY MEET OR EXCEED STANDARDS SET BY WAC 332-130-090 AND WAC 332-130-100. RECORDING NO. ORIGINAL LEGAL DESCRIPTION LOT 10, BLOCK 2, STEWART'S HIGHLAND ACRE TRACTS, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 43 OF PLATS, PAGE 17, IN KING COUNTY, WASHINGTON. VOL./PAGE N SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON BASIS OF BEARINGS GRAPHIC SCALE 20 0 20 40 ~ --t --I .. HORIZONTAL DATUM: WASHINGTON STATE PLANE COORDINATE SYSTEM, NORTH ZONE, NAD 83/91, AS ESTABLISHED BY SURVEY REFERENCE #1, COMBINED GRID FACTOR 1.0000000. s 1 INCH = 40 FT. \ NE 7TH STREET N88°48'49"W 1318.09' (M) 1318.13' (R1) /l.t"I---F-0-UND TACK & LEAD V- IN MONUMENT CASE ---805.64'1 I~ -----. ___J\r--~ N: 183416.66 E: 1308742.71 26' PUBLIC WATER EASEMENT PER KC REC NO.# ,,,( 0 /Lf 0-:t 1._ lf (Y)[) 1 (~> {f 0 lq --.i 0 0 "' 10.50' 26' FOUND TACK & LEAD 10' FRANCHISE IN MONUMENT CASE UTILITY EASEMENT N: 183389.37 N88°48'49"W 95.96' E: 1310060.52 I I I I I I I 20' FENCE, WALL AND HEDGES SETBACK LINE PER CITY CODE (TYPICAL) LOT 1 6,717 S.F. (0.154 ACRES) 680 OLYMPIA CT NE N88°48'49"W -- 0 C m I~ m 0 z i ~ ~ m ~ E m z m •• scon DONOGH HOMES, INC '%J ---"-,--=--'CL..e""-9'f-------------- 3. THE INFORMATION ON THIS MAP REPRESENTS THE RESULTS OF A SURVEY MADE IN JULY 2013 AND CAN ONLY BE CONSIDERED AS INDICATING THE GENERAL CONDITIONS EXISTING AT THAT TIME. 95.96 NOTARY: STATE OF WASHINGTON) ) ss. COUNTY OF KING ) ON THIS DAY PERSONALLY APPEARED BEFORE ME scon DONOGH, SR TO ME KNOWN TO BE THE INDIVIDUAL DESCRIBED HEREIN AND WHO EXECUTED THE WITHIN AND FOREGOING INSTRUMENT, AND ACKNOWLEDGES THAT HE/SHE SIGNED THE SAME AS HIS/HER FREE AND VOLUNTARY ACT AND DEED, FOR THE USES AND PURPOSES THEREIN MENTIONED. tb GIV_EN UNDER MY HAND AND OFFICIAL SEAL THlslui DAY OF C J:t-2014 ·. . -~-..__.. -~ .. ··, . . . ' '''""" ,,,, ' \ ·.· -~ ~"(\\"' • I I/ \;, ,,-.;. A R ,, " '· ( \ :2°~~ ,,,,""'"11 1,~Q1~1~,j1JRE: .. , , _.----. ·:::i:._L-. ::: c, ~, ~s\ON e.f.'•,,,v..v ~ ~ "" . C> .I\ r --" ~ ,, ,,. . ' \'5'.'._ \ '\ :: f 0~~ ~o-rA~.,. ~l;e~E A~COMM1ss10NED: v, ".__'s::.\,."-...._,,__ -:\,~i (,'- ,.. ,:; fJ) ~ ~ .,., ~o -·-~ .D\ ~ ~ A c, TITJ:E.:.:-;,"'cc·---1 ,;_ ~ '-, (/9\..~ ff O :: · \ ~, 1';1111,,/1·21 .'\!t,1f ~P.fi'INTMENT EXPIRES: g\ '._;) l -;:;)('\ ~ '// <$'° ltH\\\\\\,,-..: ~~ $' '11 Or: WA~~ ;.;:a ''i ~...:,. •11,'""''''" APPROVAL CITY OF RENTON ADMINISTRATOR PUBLIC WORKS DEPARTMENT EXAMINED AND APPROVED THIS / 7i~AYOF5EP!l:1113~::J:. ,2014 ADMINISTRATOR I i KING COUNTY DEPARTMENT OF ASSESSMENTS , ~~~~~~ ,2014 l"1.-o '//J , · t.lf /-"\ f'\ DE~tJTY ASSESSOR i=' \ ACCOUNT NUMBER: 801110-0120 CONFORMED COPY ~2~t1~~~fs~49~~.!02 09/24/2014 09:24 MANAGER SUPT. OF Kl:.L;UKuv 1,1 IN OF SITE 0 6,046 S.F. z r 0 --< 0 s: 0 4. ALL MONUMENTS WERE LOCATED DURING THIS SURVEY UNLESS OTHERWISE NOTED. 5. THE CITY IS ONLY RESPOSIBLE FOR THE MAINTENANCE OF PUBLICLY OWNED INFRASTRUCTURE AND WILL NOT MAINTAIN ANY PRIVATE FACILITIES WITHIN THE EASEMENT AREA ~ 0 z ;;o _,_ Ol 0 w c5 0 .J::,. "' i --u )> 0 I I LOT2 (0.139 ACRES) ffi I ~I 674 OLYMPIA CT NE ~ ~ 10' FRANCHISE 0 z 0 rn -i:,. o m ' )>< ?'12 "' (0 ():) I I UTILITY EASEMENT -I z m HOMEOWNERS ASSOCIATION NOTE HOMEOWNERS ASSOCIATION HAS BEEN ESTABLISHED PER RECORDING NUMBER Joi Lf 09/ ,1 ~ ()QC> It, 2, N--' rn <q m z ~ C rn z rn 26' PRIVATE ACCESS AND UTILITY EASEMENT --.i .J::,. N88°48'.49"W 6' 95.96 I I LOT3 7,965 S.F. I I (0.183 ACRES) _ 668 OLYMPIA CT NE m SURVEY REFERENCES 1. CITY OF RENTON SHORT PLAT NO. LUA-07-088-SHPL AS RECORDED UNDER KING COUNTY RECORDING NO. 20090624900006 2. CITY OF RENTON MONUMENT DATABASE STORMWATER NOTES PUBLIC STORM EASEMENT PER KC REC NO.# ,JO/t/O 'i21/CJ00107 li~~ (;; "--.tf ---- 1. DECLARATION OF COVENANT FOR INSPECTION AND MAINTENANCE OF STORMWATER FACILITIES AND BMP AS RECORDED UNDER KING COUNTY RECORDING NUMBER ;2 ~) 1rY/;;l~/ c'.100 J (,r}__· 2. THE OWNER(S) OF PRIVATE PROPERTY WITHIN THIS SHORT PLAT ENCUMBERED WITH DRAINAGE FACILITIES REQUIRED BY PLAT DESIGN, COVENANT on CONDITION, HEREBY GRANT AND CONVEY TO THE CITY OF RENTON, A POLITICAL SUBDIVISION OF THE STATE OF WASHINGTON, THE RIGHT OF REASONABLE ACCESS (INGRESS AND EGRESS) TO ENTER SAID PROPERTY FOR THE PURPOSE OF OBSERVING THAT THE OWNER(S) ARE PROPERLY OPERATING AND MAINTAINING THE DRAINAGE FACILITIES CONTAINED THEREIN. ,, "'-,-,,!£ J J :.• ~ l..;~e I ~;.,1r, P.,,s,Y.1,- VICINITY MAP NTS ·1! :, ? j i \ I z ~o (X)~ (,.) 0 (X) "' co .....i: o:, m -~ \ r~ STORMWATER VAULT MAINTAINED BY THE CITY ~ __ N_E 7TH PLACE MONUMENT IN CASE AT THE INTERSECTION OF MONROE AVE NE & NE 7TH PL CR MON#721 N: 182948.37 E: 1308743.97 i"- 0, "' Ol ():) N88°48'49"W 95.97 72.04' NE 6TH CT --------- S88°48'49"E ---L 95.97' LOT 4 7,929 S.F. (0.182 ACRES) 3511 NE 6TH CT N89°05'57"W 2648.12 (M) ,_,, ___ N 8 -1. 9 B"",Ao::,, 6 S 0 IS_QF BEARINGS) A _ 06"W 2648.08 (CITY) -V- NE 4TH STREET MONUMENT IN CASE AT THE INTERSECTION OF MONROE AVE NE & NE 4TH ST CR MON #1502 N: 181109.40 E: 13087 48.93 1/8" COPPER TACK IN CONCRETE IN CASE AT THE INTERSECTION OF UNION AVE NE & NE 4TH ST C/R MON #1503 N: 181067.883(CR) 181067.773 (M) E: 1311396.674(CR) 1311396.719 (M) SURVEYOR'S CERTIFICATE SHORT SUBDIVISION THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME OR UNDER MY DIRECTION IN CONFORMANCE WITH THE REQUIREMENTS OF THE SURVEY RECORDING ACT AT THE REQUEST OF SCOTT DONOGH HOMES, INC IN JUNE 2014 SCOTT DONOGH HOMES, INC 3513 NE 7TH STREET RENTON, WA 98056 - <') ~ t') ,-j_ 0 ~ 0, "' . Ol ->. - N (0 ():) Ol --.i I I 10' FRANCHISE UTILITY EASEMENT \ >40.01' w-eST --·-·--· ~-i's NORTH LINE OF lcfy BALCHS ALBERT PRES. PARK PROJECT#: 13-037W SHEET: 1 OF 1 NW 1/4, SE 1/4, SEC 09, TWP 23N, RNG 5E, W.M. e Su1•yeyina, Inc. CERTIFICATE NO.: 38964 @ 2014, SITE SURVEYING, INC., ALL RIGHTS RESERVED www.sitesurveymapping.com 21923 NE 11th Street Sammamish, WA 98074 Phone: 425.298.4412 -W ---~-----W------ • \ I -w W-----w ---------''--- N w s E ' Ji! ,, ' .. ' ;'""''"'" trn: :.;;;;;; '1{,H1•~< A, C.1 rm nt,· r:nt«t~~ hii I•)," -i< ' > '!! N'i f'hSI .•• ,b•kl, ,bDl:e ChJth GRAPHIC SCALE 20 NS,:~d, it.-1'H\ h,t-: c - hc/1\•,Ct,;'.c'J W µ : : '·; · i::::; H\/Hfi~l 0 ~!' '.':=--''·,;,¢ a-::te · ·'' ·: ·::::;;; ! ! : : : : 1::: ··r1e1m 40 I I 1 INCH = 20 FT. LEGAL DESCRIPTION LOT 10, BLOCK 2, STEWART'S HIGHLAND ACRE TRACTS, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 43 OF PLATS, PAGE 17, IN KING COUNTY, WASHINGTON. SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON BASIS OF BEARINGS THE PLAT OF STEWART'S HIGHLAND ACRE TRACTS, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 43 OF PLATS, PAGE 17, IN KING COUNTY, WASHINGTON.ACCEPTED ABEARING OF S 88°49'07" E FOR NE 7TH STREET BASED ON FOUND MONUMENTS IN CASE. GENERAL NOTES 1. THIS SURVEY WAS COMPLETED WITHOUT BENEFIT OF A CURRENT TITLE REPORT. EASEMENTS AND OTHER ENCUMBRANCES MAY EXIST ON THIS PROPERTY THAT ARE NOT SHOWN HEREON. 2. INSTRUMENTATION FOR THIS SURVEY WAS A 3-SECOND NIKON NPL 352 TOTAL STATION. PROCEDURES USED IN THIS SURVEY MEET OR EXCEED STANDARDS SET BY WAC 332-130-090. 3. THE INFORMATION ON THIS MAP REPRESENTS THE RESULTS OF A SURVEY MADE i~J FEBRUARY 2013 AND CAN ONLY BE CONSIDERED AS INDICATING THE GENERAL CONDITIONS EXISTING AT THAT TIME. 4. UTILITIES SHOWN ON THIS SURVEY ARE BASED UPON ABOVE GROUND OBSEHVATIONS AND AS-BUILT PLANS WHERE AVAILABLE. ACTUAL LOCATIONS OF UNDERGROUND UTILITIES MAY VARY AND UTILITIES NOT SHOWN ON THIS SURVEY MAY EXIST ON THIS SITE. 5. ALL MONUMENTS WERE LOCATED DURING THIS SURVEY UNLESS OTHERWISE NOTED. VERTICAL DATUM & CONTOUR INTERVAL ELEVATIONS SHOWN ON THIS DRAWING WERE DERIVED FROM INFORMATION PROVIDED BY THE CITY OF RENTON. POINT ID NO. 721 MONUMENT IN CASE AT THE INTERSECTION OF NE 7TH PLACE AND MONROE AVENUE NE. ELEVATION: 381.600 FEET (116.312 METERS) NAVO 88. 2.0' CONTOUR INTERVAL -THE EXPECTED VERTICAL ACCURACY IS EQUAL TO 112 THE CONTOUR INTERVAL OR PLUS I MINUS 1.0' FOR THIS PROJECT. 1,n·H·qcJ ·' : ,G•1 ,<I i+w~ J $ OIH""'-J VICINITY MAP NTS '' I -... 2 -•,fu --·- ----- I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I LI_ I I I --- W------- W------w---, W-------IN----- I -------OHU-\.-- I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I __L " \ " \ ----OH, ___ \ __ ---1~ , 1 --~OHU-',-------OH~--\ ----OHU , ',,,_ \ 11 , - -----~ ' 1r1 --'\-------:..,95:w:-r---------..:.::.::.:; ... -1":, ;;,------ 3· BOLLARD/: \ 95.96' \ \ \ 0.3' \ \ ---- I ' ' \ • \ ' ' I ' \ \ \ \ \ \ I \ I \ \ I \ \ \ \ ' \ \ \ \ -~\'- \::: ,----~} (jQ~rt-_~=-----1 ,,--- h \"\ / '\, \", / I \ ' / ' j ___) #'------\ r><-YJ"' •. ------------ -1-\ ~ Ii' . .. , /' !£."'\ .,,,.-· 'IJy ---\ / ,·' < A'< -~--- J-/;c--\ -~1----/ //0 \ \ i jl \ \ \ ~~ "' ' I ', \ \ ' \ \ \ \ \ \ \ I \ \ \ \ \ \ \ I I I \ -- \ \ I \ I I \ l l I \ \ AT CORNER 1 BUILDING OVERHANG I \ \ I I I I E '&, "' ' \c9-', I I ' \ \ ' . . ( I i I f I I I ' \ ' I I ' • \ I . --_-/' ./ I ~--, ,· -,x --- ·--, I ··-y I I I I SSMH RIM = 422.04' -" 6 .,~~V E-N = 415.84' ·,.,.,."-.. i\ 'I -, ( ~= V FOUND TACK & /- LEAD IN_/ MONUMENT CASE LEGEND w z w :::::, z w ~ z w w :::::, a FOUND MONUMENT AS DESCRIBED • ~ ·'oc] N D [J -1- -SS·- -so- ---x- -o- r-:::1 L'..c.d SET REBAR & CAP (38964) AT PROPERTY CORNER POWER METER GAS METER OIL FILL CATCH BASIN STORM DRAIN MANHOLE SANITARY SEWER MANHOLE WATER VALVE FIRE HYDRANT WATER METER HOGWIRE FENCE APPROXIMATE LOCATION SANITARY SEWER LINE APPROXIMATE LOCATION STORM DRAIN LINE CHAINLJNK FENCE CONCRETE WALL WOOD FENCE ROCKERY ASPHALT SURFACE D CONCRETE SURFACE D GRAVEL SURFACE Pl PINE CE CEDAR OS DECIDUOUS MP MAPLE OF DOUGLAS FIR CH CHERRY HL HOLLY "INDICATES MULTI-TRUNK PROJECT INFORMATION SURVEYOR: PROPERTY OWNER: TAX PARCEL NUMBER: PROJECT ADDRESS: ZONING: JURISDICTION: PARCEL ACREAGE: SITE SURVEY & MAPPING, INC. 10115 214TH AVE NE REDMOND, WA 98053 PHONE: 425.298.4412 KRRV DEV, LLC P.O. BOX 908 RAVENSDALE, WA 98051 801110-0120 3513 NE 7TH STREET RENTON, WA 98056 R-8 CITY OF RENTON 28,657 S.F. (± 0.658 ACRES) AS SURVEYED • w I..!) (9 z O'.'. z C'? N 0.. ~ -0) 0 0 w (f) w (f) s z z " C ' ' > w > 0::: ::::> en (.) -:c a. ~ ~ 0 a. 0 I- ' ' I ' i ' ' I-w () w ..l 0:: ..l I--(/) > :::c: w I-C ,-... > w 0:: 0:: z :::.:: (') .- LC) (') ''. \_," '. : APR 2 5 1013 • u = - ! ' i (0 LC) 0 CX) m ~ -z 0 I-z w 0:: PROJEc-r NO. 13-037-A DRAWN BY: EFJ CHECKED BY: TNW DATE: 03-01-13 SHEET 1 OF 1 'O C 0 E 'O ru O'. w z J .c -"' -N "' --0 - 0 w ~ w Cl) w O'. Cl) I- I (D O'. -' -' " u z (D z 0. 0. " :, "' >-w > O'. => Cl) w I- Cl) "' -0 N cs, n ~ 0 N I'-- N 0 " 0 I'--0 m "" g 0 ~ -...... ~ _Jz Q_o f-----f----- 0,: C) o= II (/] (/] <( f-----5 (/] w :;> z -o _c f----- +--' z I'--w 0--: w z µ.,z Oo >-< E-, E-,z -J:il u~ u z u z ~ 0 s u, 0 > 0 0 ; w z z ~ ~ 0 " 0 0 _µ Q_ Q> 0 "' -"' L 0 3' " _Q ::, [L I'-- CJ> C -o ::, m I'-- CJ> C C C 0 [L § ~ -m z 0 _(.)l__ G'., 0c'. 0 z STORM WATER FACILITY 15'X6 X70 <:,,0 'v. " c'0 -\\~ ,.,, _J G ,·)\>0~ 1,(Y \ \\ zf) -·--------- \ \ I I \ ----\ ' j --- \ \ \ PORTION OF THE NW 1/4, SE 1/4, SECTION 10, TOWNSHIP 23 N, RANGE 5 EAST, W.M., CITY OF RENTON, WASHINGTON I I I I w ----------------· \j,J ····----. ------....... ---... \" """"""""-., ""'""'"'"' "-. -------·-------vv .... ___ .. ----""" . ' ,, , ..... . z 0 0 N Q I <o -~'-0) ox- • ' f~) N, V (JJ' q ' \ \ \ \ \ \ \ \ \ \ ' ' \ \ \ \ \ I \ \ \ ' \ \ \ I \ \ \ \ \ \ \ I I I I I I I I I I I I I I I I I I I I I I \ I , \ \ ' • \ ----------------~-- \ ' \ \ \ NOTE: EXISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE EXACT VERTICAL AND HORIZONTAL LOCATION OF ALL EXISTING UNDERGROUND UTILIITES PRIOR TO COMMENCING CONSTRUCTION. NO REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES ARE SHOWN HEREON. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIES NOT SHOWN OR UTILITIES NOT SHOWN IN THEIR PROPER LOCATION. CALL BEFORE YOU DIG: 1-800-424-5555 • GRAPHIC' SCALE 20 0 20 40 horizontal scale feet f-- 0 w ---, 0 O:'. [L I- <( • _J 0 0... z I-- ~ 0::: (f) 0 w I ~ (f) 0 I-I (j) I w CD s 0 ..c z ....... 0 f"-.. w 0 z f--z w __J 0 >-[O 0 w '"' 0 w I u >- [O z ! 0 >-[O 0 w z (9 CJ) w 0 f--z w >--z 0 0 f--w w I CJ) z 0 f-- [l_ O:'. 0 CJ) w 0 w I;;: 0 0 z > w O:'. 0 __J 0 0 __J 0 z <( _J 0... >-I--_J -I- :) DATE 04/13/2013 JOB NO. DWG NO. SHEET 1 OF C,!V ,,1 T"t.-.,.,-:f ,.,,,·1 ·' ' . . ' '" ,_,,, ' - : :u-.·,,:,· ' ''\,:'·,I'-_;. ' APR 2 3 1013 ':'.) ,----;·-....'.J,"-··;,\ ..... -_,, .. _-> '(,• , f\.. !;·., :, ',•/; ,. __ , 11jl '' ';:-,\_-'.•t:C:.--1: \, ,!,_0 J::._}