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I ~ 2+00 CITY OF RENTON -~/l'Y--0,pt. ,.oo NE 7TH SHORT PLATS DONOGH HOMES/ ENDURE INVESTMENTS, UC VAlA..T AND DETAILS 3513 / 3!517 & 3803 NE 7th STREET 400,00 J90.00 JB0.00 ! ~ ! ! i i • i d ~- ~==:~::=!~ -~r,11C1U>ST. ! • ' ' ; ! ! ! ; ! a ' ., ·, I 1,1, l l ;:: ;:: 1·~ ! ;!, ' ; ,. I @ ~ S, s;__-' r ' \ !i •. f ::on ~ ~::::::: ::f~ J ~-' z:/ ! 60 z-,, J i • t ~ l ~,;~ I \ ~ ~~ i"lli0 i ~Ii ift ill~ s!~~~ ~ 0:::!I mul ~i;;~ ffi ~ ' ' ' • ! . " ' ,_ I~ ' ' l \ \ ·= ,E~~ ., / . \ \ \ \ \ \ i'l'I" Y·ttl ' ,,--· .C;g· \<,/ ft I I ' ' ' rn1 ~~t ! g l \. ' ~.':...ro' f ' ' \'-.ilBI * ~ oo·,o+'s:i, ~ .. \~~ '· :, 1 ·, 1' ;:·· ; ' ' ' . ' ' ----.~ _ ~ I ,;,,,av:ia ,o , ,., ... <:....... I _ ""'"OI: .'i I 14JHJ.S 41L 3N NE 7th SHORT PLATS / -------1 --,,-i----· I! l ,· .i ' ii ' ' ,. 'I 1. ,, !! Ii p ,! ; "'' ·-~~;r ij U13003946 ,,. -- I ' ii~ ! @, ,e ,J cl ['1 aJ ['1 0 2 z C) i . - ; s ' . .i £ ' ' s. s ' ' ' I ' ' NE 7th SHORT PLATS U13003946 ' ! i i > I -'i.s-. ; H• ~ ! I H I i I ' ' i l I ! " ! ! ' ' ! 0 _..,, t ~ pcil l! ~l,jm i f 1u 1; ., -l' r., ~ I gi ' "lo: .e ,' 5l ' • i I ~ \ i •. t • ,o i I • • I •. ! ' ' 11,i,1 l ~ ; II~ ' ! ; @t I ;& I I ~ ~n ,: §~ I oo z~ J " 0 ' ~WT"• Sf"-Jo+<XI, PRIW.TE !111 , -~+io.oJ,N • ! I i 1 ,· I' I' ~I' ! -.; Sa ~'il ~'il i; • .• ~-,:a -~ 0. !!!i:l ~a ·-,, ! 1 ~a • i• • e NE 7th SHORT PLATS Ul:3003946 ~~ura~;; ;~~: :~r.~ ::~~;~i~~ :;,1\l;in ::;~ ~ ;'.i~!r~~a H iii~ ::" :: -.i§!~;:,M r,'J H !ilj~ r. ~! __,, ,s ~ !his !il ~~ ft1 l'l,i ~? C, -~s A~ r"' ~z ~~ i~ ., 0" ,i =~ u • "'o "'r '· ! 21 •, ,o Jl ~~ ,;1;; '" u ! ~8 11 ,s ' ;g z .a ,! ,, r" ,, 'ii"' ,, -~ 1* ~ ( ",, "=J zO 1' " '! ll i, !; •i ,, i, ,, '! ,. ~: I / ' .7· "'" ':'~ "·· ! / Oil+" ,: (1'0-'iWI-III ;:lS) ""' _g 1G • u3~.JS ~u J~ - I ' NE 7th SHORT PLATS U13003946 ·n i,ili i r i , i 1 1· : ~ :::d .... ,. i i a:.• a• [if !I ,·111!:!:!!m . F,llut' "1'1! 11· HD 1 · 11 II .. • ·' I · •Ii ! 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I I ) ' / I ,,/~I ,, I \ •\ TOPOGRAPHIC SURVEY KRRVOEY, I.LC MU NE 71ll STia:ET RBffON, WA tlCISI .... ,' ~-----. ---'., ____ .-----r.··--- -- //, ... / /,/·· ., MONROE AVENUE NE -------~ l!I, -----, I !I ' ' ' + NW 1/4, se 1/4, SEC 09, 1WP 23N, RNG 5E, W.M. I 5 ~ "- I f! w 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 l 1TREE TO BE TRY TO SAVE TREES ~ DURING CONSTRUCTION, TO BE EVAUL TEO 8Y CIT'!' AUBORIST AT rnAE Of UTILITY INSTALLATION ,RET~NED ANO ~ _ ·~· PROTECTED DURING / . -.-· ' j : ~-1\/(- 1 CONSTRUCTION (TYP.) / ._ '.\' 'xx I •'· ' _l'X.. I I I~ I /'1 I ~ --"-~~-r'· ' , ' ) ' - ~ \,.>1 ... ,,- A/110 UTILITY EASEI.IENT _, ~-;? --------. -----+------------, ---j 1,,1 , I I ---I I ----. -_) V A -"- ~ ·-~' 24'Z F )I--._ 20'1 SEWON;\SEI.IENT J --;' ,_ /~-:;.·:':;:::: ~~ ·;:-_:;;±_\<Pi.J~uC)---__ /-;·---~ -~-;'---------------' ,/ V :"' ----------- ~ [i,l c-7~ 31~ \:\ I I \ I / ,,. : ' ' ' \ ~/ ),./_.- ~ 22' S.il>RED DRl\1£WI\Y />NO unu"!Y EASEIIIENT {PIUVATE:) ·/ '-" I 17----~1-,- // : i 1· J , , , ~--, ' '"' /I -: ~: ') • J ~ ' , "" ' ~ ' [jiJ -. ' "<!/ ~/.9, _ --I ' •'">'. -~, ' r,n I • ' + . '' < p . _,/,, <>, ' i ' -_., -i . 81 --1· .1 / '-0.: 0 •Ci<) . .--' ' " ' -' 3 " --. ' -: .~ '---~--) ',_.::", / ----1--I ·-, ------------------,_ r i l ' ~ t 1 ') · ,.. ""'' mo ITT1u~ e,s,,,;; ----:-,~--7·--I \, I [RI- ~.; '·{~ "' .. ~ "'' . -~--·" ,.,-.,,,,,,, .r • \ • I ,, / ' I '-' __,/ // -~ v -/ =• ;o' ~ ~"'tr"'T"'_. GRAPHIC SCALE ~ r I /rich -20 /""/ 1 NE 7TH SI-IORT PLATS Ill O~t~C!]:J~RS ® ~ CITY OF RENTON DONOGH HOMES/ ENDURE INVESTMENTS, LLC ~·120,_: &SN'l'ON, WJ.5HING1Cl,l- -=" CDNrACt:: DADl!l.L Offl!, !'.e. -·· ~ D,1,TI: I -"'PR TREE RETENTION PLAN 3513 / 3517 & 3600 NE 71h STREET --,, .... om:.•-!- I .c:,:.S, I l'lo•'""!l~bllo-0.,,L _!:j D CE -, ~ ' ,, } ~ B ~" ~r.'/'J m ~ -, 6'H COURT • ~ --ce_::_-__:,:_:: 0 \ / K • 1;U1,at ~~ ~---------~----== l)IA' ~ 170t!,1.¥< _.., II-9fJC/2 ..... ;,ff~"""' ,tm,~2~-,166-'lOO ...... ~ . .., Department of Community and Economic Development f'I" ~"' . City of11 -·---=-~........-(!) (fJJh.1')!(l()YJri) '-.-..~.,)-v.-.e-,,·-\.;,;,\W,~,-.._,;,, Construction Permit: U 13005322 IVR Number: 13005322 Permit lnformiltion Permit Name: NE 7th Short Plats Address/Location: 3517 NE 7TH ST Permit Type: Engineering Permit Work Class: Construction Parcel Number: 8011100120 Application Date: 10/08/2013 Issue Date: Expiration Date: 11/07/2013 05/06/2014 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. Contacts BIiiing Type Name Address Phone X Applicant KYLE MILLER PO B0X908 B: (425) 432-5932 KRRV DEVELOPMENT LLC RAVENSDALE, WA 98051 X Contact Darrell Offe 13932 SE 159TH PL B: (425) 260-3412 Offe EnRlnee/S, 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: OENNYEI033DS Business License Number: BL.036546 Owner Charles Swltzler 3517 NE 7TH ST RENTON, WA 98056 Owner scon 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 General Cond1t10ns & Sign.;:iturr· • Permission Is hereby given for the work described on this permit according to the conditions hereon and according to the approved plans and speclflcations 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.MyBulldlngPermlt.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 utflllies at least two full business days prior to any excavation • • In accordance with RCW 19.122.033(4) the permit holder 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 I i ! i ! ! I ! ! ; ' > ' ' ! i I 0 ! ' ' ' r 1 ~ : I ' I illjlgiii:l ~~~-•cl, g ~11; 1? ~ ~~~ ,, I ' ·i·~ ;ii m ill-< -< \ !111~ill g ~! iP 1 <i, z iii: () ~1~~ ~ C/) e r ~ :::j ~~ ~ ~ m ~~ ~ m ·~~ ,, ~ ., • ,o ~ (< > 1: ~ ' ·~ ·~ j ! I i !i i ! ~ i I ~ •: l: .1! j j!I lljl i-. '! •i; •! ! I !l. ~li G. 11 i Ii Ii !;,1 I •• 1 -' ~1; .- _,. ·+· '! . ,!b · • -~ !!.ii. 0 ~ •I m -·-"' ~ • " 3N-VN3300 ·~ ~ ~ • Rtv1SICN 6'( D,\TI: N'PR ___ __J Ii..;..; I -= I I 1 • -_ I ~ ! ; l NE 7th MIDDLE SHORT PLAT : I' 111 =~~DURE INVESTMENTS, LLC. TREE PLAN / ~-: 9' CITY OF RENTON / NE ?Li, MIDDLE Si-cORT PLJ\T RENTON, WASt-:1NGTON LUA-lJ-??? \ , I t·····-~"· -... --11,s1 I is . R, __ _ R-8 IE10IIJCI -!i~~-s-· ~ ' :g --~---.· i ______ , h1 .. c_"':i~-, -, il =-::~:_? .__H . ···--==Rf~i -~ I [;: ,----,_::::I~ _ -r .. _. ,-~ ~1-11:s ... "' = I on r-i IL .. ~. : R--8 - &Be_' . RM-F RM-F RM-F CA R-8 -CA N[\;!11,St RM-F ~- R-8 l"'l "' I .... = ..,i ' t,.> ,-... JI 1==_:::;:, .., .. ~ ..... -~J-_.1 ~ --Ul ~ -l"'l ~ .... i:l ,('" \""' t-1~!!_ ~' CA N ~-,t I l .. ~. CA 11,CAI R-s I CA 1n .. 1 ZONING MAP BOOK PW TECHNICAL SERVICES PRINTED ON 11/13/09 -""' . .,..,, ................. -""' .,.,..,...,.,, • .....,°""'""'.'""~"""'don lhfbe51inbmla...,..-ai-a,otthotdn!<i'w>wo. --~-<11,llooCJtv,..,,..r,,...,,•,,.,"""· ---·-. . C•tr. ~r -, _ .. --·. _ _;/~:~, r1:-.,qrcir,:,.-, .1 ·::...:....,-.2, ___ ~ .... .., ~ FS -16 T23N RSE E 1/2 ~ 0 200 ~ 1:4,800 400 jFeet ES 09 T23N R5E E 1/2 5309 " J ' ~,~, ,f;f •, 9-fT----~~ .----. t-';• .) RainierTitle ::s-,. "'\\ •] .. ':'-\ . Assessor's Parcel Map Parcel ID: Owner: Site Address: . 801110 0125 Endure Investments LLC 3517 NE 7th St Renton 98056 .. ~ 'f •. , .. 1 .I ·"'"' I .,.(,,:, ,d o:<'!t-I -\ ,,.., -~, -: -~ -~: •. •. ~\ l ' 8 : .... 1 · I .. 1 1 ~iU!i ,r i x~.:w sr 0041 =! s~-. ---.. ~r -~~ -0035 "' 004S •• -. --· Map & Grid: 626 F7 Vol: 43 Pg: 17 QSTR: SE 09 23N 05E Jurisdiction: Renton 0155 0070 I r;-~.::~ J,!.O\O:I - I .ou,,, .. 007• : .. 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'·· ···· / L ~ _./ 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. 200lthUnion Short Plat (NR) NE 7 North Short Plat NE J1h East Short Plat NE ih West Short Plat Avana Trails AKA Fieldbrook 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 Townhomes (NR) Sincerely, , ,, ' //, ..-?,L Jan Conklin Energy Plans Examiner Oevelopment Services Division Telephone: 425-430-7276 #1:platadd 3307iLord Short Plat (NR) NE 7 North Phase 2 (NR) Ne 7th Middle Short Plat NE 24 1h 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 G,ady Way • Renton, Washington 98057 , rentonwa.gov 5 ~% C ~Iii:: ;19 :fl ~« \i! j """' I 21 i~ Jiu £!1 11:; II• ! II• /Vt=-. / -•,:../I I I~ _..,,,, Lu~/ 3-6a::,9q ~--:,. :.. -~o,--~©f2~·s-.w-_(_ -.· -~ !/ . NEf SlREET L ·~· . ' : .~ -=p-~--------'--------~!!~ I ; • -b*IM..mur..\--t,elllllOoolllll!.-q ~, ..... 111-·-~~'° -1111ooa--.J11D-....._i,co,-..o,11.1 __ \/IUTD_JIJ_ ~ .. --·--IIIU.-----------IIIUIUIC'T-°'IIIU!IIII.,,._ ,,.#.".;"' ,· . . ' i> ' . ~ ' -+---',---= c';s~,¥t~~~Cr >ii· , :a \" J . , '--~----- ·--UIC,0-Clt.l._..., __ <ijol ltoo12-5(t) 6t 1.-t.-C z.. ") ot-:i..7 t~ ') O( 2 '6 (_'-f) 0 -- u· :1 i ·,? 't'J,.' ;!iv 0 i1td)O~l~ t [ G G '·. I "' \ .•. ,'-, l' \ ,,,.., ",., ', \ . \ ~/ \ \ \ -\ \ \ \ \ ' \ \ ' • \ ' •, CONTACT INFORMATION O'MIIER / DEVELOPER: ENDURI: IN\'ESTM£NT5, UC ATTN:KYLEMIU..ER ENGINEER: SIJR~YOR: !II03 SE 2nd COURT REH1"0N. WAStWNGTON IIOSll OFACE PHONE: ll'OMS2·21ZZ k)lt-1 ... Q.Oiia.mm OF1'E ENGINEERS, PUC AnN: DARRELL OFFE. f'E 13931 SOtmiEAsT t5VT)f Pl.ACE RENTON, WASHINGTON Q0051.7m OfFJCE HUMBER: 4?S-290-34 l:Z FAXNIJMB£R:C~ -SITE SURVEY & MAPPINO, INC. ATTN: TOM WOl..DENDORP. PUi1 10115 2Hlti AVENUE HI REDMOND, WASHINOTO!i H053 OFFICE HtJMSEt .. 25-2111M4 12 ~ ;_ ! U:CAL 0£SCRfPTION: i A<,o• cO a· ' ' ', ~,.c11 ~ ~ ! l0TU,Bt0C"2,ST>WAAT'S1tt->CRETIW:TS, ' \ 7 • · • ' ACCOROIHGTD~PI.ATTH£REOFR£CORDEDIN --.,-"--I. J..--VOWM£UOP'PLA'J'S,P~17,RECORDSOFKIHGCOUHTV, o; t ' ,.JI ' WASHINGTON --·~ \ i\,/ ,, ' \ '-r ~ ' '"~J ~ __ , __ \ r:,•--.:..:.:'" _ SfflJ4~1N~~";r~~A~~~~· '..,I_Aoe,r~7· . ~--,--..-.-..____;,._ ----AOMES5:~ftNE 7th stRrn. RENrim.WA 98056 \ \ \ \ •r : \ \ \ kfHG COUtfl'!;rl;'~CEl.f; 601'1\'.J-0125.1 \ •'• \ ,,. I ldl I! tl• V I.J' . IV \ ~:;, \ -:Y \ GRAPHIC SCALE ,1t;!> • l 8 ----,-- 1!1;/:J ~111 ll 1::1i111 • 0 I ~ ~ u ..J ..J a. ~ I-b? ::, z 0 0 w ~ :c ':!! UJ I- w <ll ~ w ..J > 0 0 ~ 0. :E w ~ 0:: ,5 ::, UJ .... 0 w z z w Ont: ~- 3CS-!7 ~£ 7usr ,. ' ,. APH 2 5 10:l --- .. 1=:---• .. 1 ';" 1 p 6e ,e::;/~d/1 -w ,R.8rt.#TI s-e kdt)'ts- •'",!l\\4~!Q) PID PSTLADDRESS PSTLCITY PSTLSTA TE PSTLZI PS PSTLZIP4 PLATLOT 8011100125 3521 NE 7th St Renton WA 98056 3846 1 8011100126 3527 NE 7th St Renton WA 98056 3846 2 8011100127 3516 NE 6th Ct Renton WA 98056 3846 3 8011100128 3517 NE 6th Ct Renton WA 98056 3846 4 ' ' ,. . MONSE, February 13, 2015 City of Renton Planning Department DONOGH CITi OF RENTON RECEIVED FEB 1 3 2015 BUILDING DIVISION Re: NE 7th Street Short Plat & NE 7th Street Short Plat North I LUA 13-000496, 1 l!J 77 ??SSW. 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 --------~ ---------- MONSE. DONOGH Below is o list of items included with this submittal by plat: LUA 13-000496 I) (I) 24x36 Tree Replacement Plan 2) (2) 8xl 1 Landscape Plans Per Lot-2W, 3W, 4W 3) (2) Tree Retention Worksheet 4) (2) Narrative Letter -This document LUA 13-000S14 I) (1) 24x36 Tree Replacement Plan 2) (2) 8xl 1 Landscape Plans Per Lot -2M, 3M, 4M 3) (2) Tree Retention Worksheet 4) (2) Narrative Letter -This document LUA 13-000867 I) ( 1) 24x36 Tree Replacement Plan 2) (2) 8xl 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) 8x 11 Landscape Plans Per Lot -2, 3, 4 3) (2) Tree Retention Worksheet 4) (2) Narrative Letter-This document V [" • ', /. : . ' Paul fl(1on~ef, Member Mons~fµSonogh Design Group, LLC 2806 NE Sunset BLVD #F, Renton, WA 98056 I Tel: 206.612.8647 I info@monsefdesign.com I ---------------------- '2-)3-/5 City of Renton TREE RETENTION WORKSHEET 4-r,;;rr1::l..1..-f(,,,1,.17 L-.VA \,-.<!>e!:>O'\'i/.t 1 /...VA[~ 000514-, 1.»A r,-DoD~iU>f Lui'\ \}9D\\')\ 1. Total number of trees over 6" in diameter1 on project site: 1. :J 1 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 areas 3 and buffers trees Total number of excluded trees: 2. 'Z;(Q trees 3. Subtract line 2 from line 1: 3. U2 ! 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. [ '.f) trees 5. List the number of 6" or larger trees that you are proposing;_ to retain 4 : 8 trees 6. Subtract line 51rom line 4for trees to be replaced: 6. __ l"--'0-c__ __ trees (H line 6 is less thafl here. No replacement trees are required). 7. Multiply line 6 "for umber of required replacement inches: /8 ., L 7. 1&2 llte ,all inches 8. Proposed size of trees to meet additional planting requirement:0 \, (Minimum 2" caliper trees required) 8. -~___L.__ ___ inches per tree 9. Divide line 7 by line 8 for number of replacement trees 6 : (if remainder is .5 or greater, round up to the next whole number) 9. _-.....cq_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 Ctty. ~ Critical Areas, such as wetlands, streams, floodplains and protected slopes, are defined In Section 4-3-050 ot 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 ptan to ensure retention of the maximum number of trees per AMC 4-4-130H7a s. Inches of street trees, inches of trees added to critical areas/buffers, and inches of trees retained on site that are less than s~ but are greater than 2 .. can be used to meet the tree replacement requirement. H:\CED\Data\Forms-Templates\Sc:lf-Hdp Handouts\Planning\TreeReteutionWorksbeet.doc 12/08 ~· ~ ~ ... -.. -.. • .. -ii! -iii - "" \ t>t> 1-E-. 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. 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: ~ square feet VPts square feet -square feet 2. -v;q s: 3. ·Zh rs-s square feet square feet square feet 4. Divide line 3 by 43,560 for net acreage: 4. _o_. _&_0 __ acres 5. Number of dwelling units or lots planned: ~ ~ ~ .. -.. -.. -.. -.. - 6. Divide line 5 by line 4 for net density: 6. -4 = 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:\Documents and Settings\Darrell\My Docwnents\Downloads\density.doc • I • 03/08 ,:--··---, j Eli i ' . ' I !I •. 1 I I I •. I ' . ' ' ' •1 I: I! \ ' ' sl ! I I ., ' - ---. --··i!=:=:::::==~----,~ • , .NE 7TH STREET -------------•--------------\i.·l-·----------,--1 I -.. --. ..:-- i I F I!)' Ii l l I i'' l .. I .. li!I•' tl ~ 51 .. I 1 -I . I I 11 I 1£ I h I ~ 111 • I 11•' Ii• ii!i•' Ii I 11 ! Q .. u • -,! ! I -' } --p II ~I .• ·::t I!; I .. mi; • -* --} i _ ........ ---• ------..-..r -• -• --- arl i· ~~i!,__ .. .f:t I ·-·-· , .. I F ) I Jl m,• l!I'' ~9 I • Ill;; ii !I I! f ! -· +·* -\ ' \ ?' ' ?' \ ' p ; ' ' <D ~>- ' <"""' ~ . ~ \ / \ I~~ \ v-!, \ ...... "\ \ \ -:j-. ' \ ' ' ---------.. ' \ ' \ ?' ' \ ; \ \ \ ' \ \ ' 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: 801110-0125 Street Intersection or Project Name: NE 7th Central Short Plat Reference Number(s} of Documents assigned or released: Additional reference numbers are on page __ . Grantor(s): Grantee(s}: 1. Endure Investments LLC, 1. City of Renton, a Municipal Corporation a Washington Limited Liability Company The Grantor1 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 11, 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 OJ OOIJ/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 and sewer 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 easementi 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. 1 1-1 IN WITNES WHEREOF, said Gran_l.o ed this instrument to be executed this I() day of "J::1t,)€. 2o_f:f_. Endure Investments LLC / By: Mike Woodbridge, Manaki~g Mem~- Utility Easement Page 2 of5 FORM 03 0013/bh/CAl-21-97 Notary Seal must be within box Utility Easement Form 84 0001/bh CORPORATE FORM OF ACKNOWLEDGMENT STATE OF WASHINGTON ) SS COUNTY OF 'W:jG ) On this IO day of :Ju).)E . 20~ before me personally appeared M) V-E W 0008!.r D6E to me known to be MA tJ 0 (:21 NC-:, M EM e£_L 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 i th orporate seal of said corporation. A Notary Public in and for the State of Washington Notary (Print) M I c HE.LL£ L. CHoAre: My appointment expires: D'-1 /1 lQ I '9013:: . ; Dated: 0 Cl Page3 of5 FORM 03 0013/bh/CA2-21-97 EXPIRES: EXHIBIT A LEGAL DESCRIPTION EASEMENT LEGAL DESCRIPTION A PORTION OF LOT 11, 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 11; THENCE, ALONG THE WEST BOUNDARY OF SAID LOT 11, S00"09'57"E 298.67 FEET, MORE OR LESS, TO THE SOUTH BOUNDARY OF SAID LOT 12; THENCE, ALONG SAID SOUTH BOUNDARY, S88"51 '18"E 23.01 FEET; THENCE N00"09'5TW 69.59 FEET; THENCE S88"48'49"E 72.96 FEET, MORE OR LESS, TO THE EAST BOUNDARY OF SAID LOT 12; THENCE, ALONG SAID EAST BOUNDARY, N00"10'07'W 26.01 FEET; THENCE N88"48'49"W 75.96 FEET; THENCE N00"09'57"W 203.06 FEET, MORE OR LESS, TO THE SOUTH MARGIN OF NORTHEAST 7TH STREET; THENCE, ALONG SAID SOUTH MARGIN, N88"48'49'W 20.01 FEET, TO THE POINT OF BEGINNING 7-10-2015 SITE PROJECT# 13-037W SEWER, STORM & WATER PAGE40F 5 21923 NE 11th Street Sammamish WA 98074 Phone: 425.298.4412 \ w N s GRAPHIC SCALE E 25 0 25 50 ii--•?"! I I 1 INCH =50 FT. EXHIBIT B MAP z 0 0 o "' c.,i "" :", N88"51'18"W 23.01' NE 7TH STREET 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 .183 ACRES) N88"48'49"W 95.97' LOT4 7,923 S.F. (0.182 ACRES) ------ 0, z WO . 0 0 o "' ~ -q 0 "" :", "' "' "' O> "' q "' C) "' SEWER AND WATER EASEMENT N00"10'07'W __ 26Ql'._ _ SITE PROJECT# 13-037M SEWER, WATER PAGE 50F 5 21923 NE 11th Street Sammamish WA 98074 Phone: 425.298.4412 ' Lot Closure Report -Lot : LOT 1 M file-C: \Users\Eric Jorgenson\Desktop\Site\2013\1303 7KRRV-MILLER \SP\ West\6-6-2014\SP 13037KRRV Middle.msj\lc _ LOT I M.txt Monday, June 9, 2014, I :50:56p.m. Starting location (North, East)= ( 183367.99, 1309644.19) (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°48'49"E 95.96 No 183366.00 1309740.13 2 Line S00° 10'07"E 70.02 No 183295.98 1309740.34 3 Line N88°48'49"W 95.96 No 183297.97 1309644.40 4 Line N00°09'57"W 70.02 No 183367.99 1309644.20 Ending location (North, East)= ( 183367.99, 1309644.20) Total Distance : 331.96 Total Traverse Stations : 5 Misclosure Direction : S89°49'58"W (from ending location to starting location) Misclosure Distance : 0.00 Error of Closure : I :97788.7 Frontage : 0.00 Frontage/Perimeter : 0.0 percent AREA : 6717.121 sq. ft. (straight segment added to close traverse) = 0.154204 Acres *********** ' Lot Closure Report -Lot : LOT 2M file-C: \Users\Eric Jorgenson\Desktop\Site\2013\1303 7KRRV -MILLER\SP\ West\6-6-2014\SP l 3037KRRV Middle.msj\lc _ LOT 2M.txt Monday, June 9, 2014, 1 :52:36p.m. Starting location (North, East)= ( 183297.97, 1309644.40) (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°48'49"E 95.96 No 183295.98 1309740.34 2 Line S00° 10'07"E 63.02 No 183232.96 1309740.52 3 Line N88°48'49"W 95.96 No 183234.95 1309644.58 4 Line N00°09'57"W 63.02 No 183297.97 1309644.40 Ending location (North, East)= ( 183297.97, 1309644.40) Total Distance : 317.96 Total Traverse Stations : 5 Misclosure Direction : S89°49'58"W (from ending location to starting location) Misclosure Distance : 0.00 Error of Closure : I: I 04068.5 Frontage : 0.00 Frontage/Perimeter : 0.0 percent AREA : 6045.612 sq. ft. (straight segment added to close traverse) = 0.138788 Acres *********** Lot Closure Report -Lot : LOT 3M file-C:\Users\Eric Jorgenson\Desktop\Site\2013\1303 7KRRV -MILLER\SP\ West\6-6-2014\SP l 3037KRRV Middle.msj\lc_LOT 3M.txt Monday, June 9, 2014, l:54:23p.m. Starting location (North, East)= ( 183234.95, 1309644.58) (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_Nortbing End_ Easting ------------------------------------------ I Line S88°48'49"E 95.96 No 183232.96 1309740.52 2 Line S00° I 0'07"E 83.02 No 183149.94 1309740.76 3 Line N88°48'49"W 95.97 No 183151.93 1309644.81 4 Line N00°09'57"W 83.02 No 183234.95 1309644.57 Ending location (North, East)= ( 183234.95, 1309644.57) Total Distance : 357.97 Total Traverse Stations : 5 Misclosure Direction : S87°54'08"E (from ending location to starting location) Misclosure Distance : 0.01 Error of Closure : 1:59891. 7 Frontage : 0.00 Frontage/Perimeter : 0.0 percent AREA : 7965.034 sq. ft. (straight segment added to close traverse) = 0.182852 Acres *********** lot Closure Repoti -Lot : LOT 4M-J-\ file-C:\Users\Eric Jorgenson\Desktop\Site\20 I 3\13037KRRV-MILLERISP\West\6-6-2014\SP13037KRRV Middle.msj\lc _ LOT 4M-A.txt Monday, June 9, 2014, 2:13:21p.m. Starting location (North, East)= ( 183151.93, 1309644.82 ) (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°48'49"E 95.97 No 183149.94 1309740.77 2 Line S00° I 0'07"E 82.54 No 183067.40 1309741.01 3 Line N88°51'18"W 95.97 No 183069.32 1309645.06 4 Line N00°09'57"W 82.61 No 183151.93 1309644.82 Ending location (North, East)= ( 183151.93, 1309644.82) Total Distance : 357.09 Total Traverse Stations : 5 Misclosure Direction : S73°40'28"W (from ending location to starting location) Misclosure Distance : 0.00 Error of Closure : I: 143465.3 Frontage : 0.00 Frontage/Perimeter : 0.0 percent AREA : 7922.443 sq. ft. (straight segment added to close traverse) = 0.181874 Acres *********** Lot Closure Report -Lot : MIDDLE r ARC EL file-C.\Users\Eric Jorgenson\Desktop\Site\2013\ 13037KRRV-MILLER\SP\ West\6-6-2014\SP 13037KRRV Middle.msj\lc_ MIDDLE PARCEL.txt Monday, June 9, 2014, 2:I I 32p.m. Starting location (North, East)= ( 183367.99, 1309644.19) (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°48'49"E 95.96 No 183366.00 1309740.13 2 Line S00°10'07"E 298.60 No 183067.40 1309741.01 3 Line N88°51'18"W 95.97 No 183069.32 1309645.06 4 Line N00°09'57"W 298.67 No 183367.99 1309644.20 Ending location (North, East)= ( 183367.99, 1309644.20) Total Distance : 789.20 Total Traverse Stations : 5 Misclosure Direction : S71°53'!9"W (from ending location to starting location) Misclosure Distance : 0.00 Error of Closure : L261754.0 Frontage : 0.00 Frontage/Perimeter : 0.0 percent AREA : 28650.275 sq. ft. (straight segment added to close traverse) = 0.657720 Acres *********** PLANNING DIVISION WAIVE, )F SUBMITTAL REQUIF,,_ . v!ENTS FOR LAND USE APPLICATIONS ·• ••• il.ANPU$E RERMH($(.1$Miftt¥••••••••••••••• Y•WAWeco•• :••··· Ri3.q~i)'ig'iii.gf/;t~:········ .••••• ···········~%·········· Calculations 1 Neighborhood Detail Map 4 ~~/Kimgtl:hBtiRRYW9ffii~~~mijp~p(fwii~ii1i~:~::m:: Plan Reductions (PMTs) 4 rhis requirement may be waived by: Pia11ning Divisio11 I. Property Services !. Public Works Plan Review I. Building I. Planning JUL -2 !0"13 PROJECT NAME: "'e.-7 -n--s /.k, 12.-r r LA r DATE:_--'f.;'-+/_'l-_,_1-+/-'-"/ )"-------1 f --. -. H:\CED\Dala\Forms-Templales\Self-Help Handouts\Planning\waiverofsubmittalreqs.xls 06/09 ------------ PLANNING DIVISION WAIVE! )F SUBMITTAL REQUIR. JENTS FOR LAND USE APPLICATIONS •••••i:i•i•i•lAriio•o$~PERMi1t•sli~Mrni:At,>• ::•:::•••••:•:•::••::':::::•:1{~o~iR~M~NT$:•i::::•; . Plat0 Name Reservation 4 Screening Detail 4 §lt\l:_~l~~ ... Afi!OI{:.:.:.:.:.:.::.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.: .. :.:.:.:.:.:.:.:.:.:.:.:.:.:.:. Stream or Lake Study, Standard 4 stika&H0fE~1<~•siillW1soiiiii~ffi#B1~n¥•·•w•:••:•:.•rn::::: Stream or Lake Mitigation Plan 4 . Applicant Agreement Statement 2 ANDJ Inventory of Existing Sites 2 ANo 3 Lease Agreement, Draft 2 ANo 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 2. Public Works Plan Review 3. Building PROJECT NAME: NE:. 7 +.-SUo12--T PL-AT DATE: d v Ne-2 7 ~ 1 I ::1:7 4. Planning RECEIVED JUN 1 7 ?D\L ClfY OF RENTON i'LANNING DIVISION H:\CED\Data\Forms-Templates\Setf-He!p Handouts\Planning\waiverofsubmittalreqs.xls 06/09 Denis Law Mayor June 10, 2014 Mr. Kyle Miller KRRV Development Post Office Box 908 Ravensdale, WA 98051 RE: NE 7th Street Plat 3506 NE J'h Street Dear Kyle: Community& Economic Development Department C.E. "Chi p"Vi ncent, 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 of these 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 Adm'1nistrator Pat Mill~r, Inspection Supervisor Jan Illian, Plan Reviewer Bill Wressell, 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. : Project Name: NE 7th Street Middle Short"P~t"-------·-·,,, ........ .. l LUA (file) Number: LUA-13-000514, SHPL-A '------'---------------------------------I Cross-References: ; AKA's: ,------------------------------------! Project Manager: ,) '' Acceptance Date: Applicant: l Owner: · Contact: I PID Number: I I ERC Decision Date: ERC Appeal Date: ; , Administrative Approval: ! Appeal Period Ends: : Public Hearing Date: ·,· Date Appealed to HEX: By Whom: . HEX Decision: , Date Appealed to Council: i By Whom: • Council Decision: : Mylar Recording Number: Elizabeth Higgins May 16, 2013 Kyle Miller Endure Investments, LLC Darrell Offe 8011100125 June 6, 2013 June 20, 2013 Date: Date: , Project Description: An application has been submitted to subdivide a 28,657 sf (0.66 acre) : property into 4 lots suitable for development for single-family residential use. The Comprehensive Land Use Plan designation is Single-Family Residential and the zoning is Residential 8. The process . is an Administrative Short plat. ; Location: 3517 NE 7'" Street ' I Comments: ,___ ------;--·--------.... ·-------------·--·•«···· Department of Community and Economic Development · Darrell Offe Offe Engineers, PLLC 13932 SE 159th Place Renton, WA 98058 SUBJECT: Dear Mr. Offe: NE fh Middle Short Plat LUA13-000514, SHPL-A · C.E."Chip"Vincent, Administrator This letter is to inform you that the appeal period ended June· 20, 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 Services Department in regard to the final plat submittal 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 Requirements -Short Plat Retarding cc: Endure Investments, LLC /-Owner(s) Kyle Miller, KRRV Development LLC / Applicant Stirn 1 Mike Moran/ Party(ies} of Record Renton City Hall • 1055 South Grady Way , Renton, Washington 98057 , rentonwa.gov DEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT ADMINISTRATIVE SHORT PLAT REPORT & DECISION A. SUMMARY AND PURPOSE OF REQUEST REPORT DATE: Project Name: Project Number: Project Manager: Owner: Applicant: Contact: Project Location: Project Summary: Exist. Bldg. Area SF: Site Area: June 6, 2013 NE 7th Middle Short Plat LUA13-000514; SHPL-A Elizabeth Higgins, Senior Planner Endure Investments, LLC.; 5603 SE 2nd Court; 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 3517 NE 7th St; Renton WA 98056 The applicant has proposed subdividing a 0.66 acre property, located at 3517 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 6.9 dwelling units per net acre. N/A Proposed New Bldg. Area (footprint): Proposed New Bldg. Area (gross): N/A N/A 28,591 gsf (0.66 acre) Total Building Area GSF: Project Location Map N/A Short Plot Report_13-000514.doc City of Renton Department of Cor NE 7TH MIDDLE SHORT PIA T ity & Economic Development Ad ,trative Short Plot Report & Decision Report of June 6, 2013 8. EXHIBITS: Exhibit 1: Exhibit 2: Exhibit 3: Exhibit 4: Exhibit 5: Exhibit 6: Exhibit 7: Exhibit 8: Exhibit 9: Administrative Short Plat Report and Decision Neighborhood Detail Map Zoning Map Topography Map Site Plan/Layout Utility Plan Tree Plan Landscape Plan Property Services Comments C. GENERAL INFORMATION: LUA13-000514; SHPL-A Page 2 of 16 1. Owner(s) of Record: Endure Investments, LLC.; 5603 SE 2nd Court; 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 ond 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 28,591 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. Date 11/01/04 11/01/04 03/25/54 c. Surface/Storm Water: There are no existing storm water control facilities at the site. Short Plat Report_13-000514.doc City of Renton Deportment of Community & Economic Development NE 7TH MIDDLE SHORT PIA T Administrative Short Plat Report & Decision LUAlJ-000514; SHPL-A Report of June 6, 2013 Page 3 of 16 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 5. 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 indirectly from NE 7'h Street, a public street. A one-story, single-family residence, built in 1953, and several 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 Residential 8 zoning (Exhibit 3). The proposed density for the development would be 6.9 dwelling units per net acre (du/a). Short Plat Report_lJ-000514.doc City of Renton Department of Community & Economic Development NE 7TH MIDDLE SHORT PLAT Report of June 6, 2013 Administrative Short Plot Report & Decision LUA13-000514; SHPL-A Page 4 of 16 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 the existing public stormwater system. Subsurface exploration of the 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 of this report and the "Advisory Notes to the Applicant" at the end of this report. 5. Comment from the Public No comments were received from the public. 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_13-000514.doc City of Renton Department of Community & Economic Development NE 7TH MIDDLE SHORT PLAT Administrative Short Plat Report & Decision WA13-000S14; SHPL-A Report of June 6, 2013 Page 5 of 16 L 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 Note should be ample to safely and comfortably accommodate pedestrian traffic and, where 2 practical, match existing sidewalks. The project proponent will construct a sidewalk along the public street frontage. There are no sidewalks on 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-lS. Infill development should be reflective of the existing character of established neighborhoods even when designed using different architectural styles, and /or responding to more urban setbacks, height or lot requirements. Infill development 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 ore 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 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 Short Plat Report_13-000514.doc City of Renton Department of Community & Economic Development NE 7TH MIDDLE SHORT PLAT Administrative Short Plat Report & Decision LUA13-000514; SHPL-A Report of June 6, 2013 Page 6 of 16 rounded down to the nearest whole number. Accessory dwelling units shall not be included in density calculations. The gross site oreo is 28,591 sf; a deduction of 3,424 sf for the private access easement results in a net site area of 25,167 sf (0.58 a). Therefore, the density for the proposed project is 6.9 du/a. Lot Dimensions: Proposed Lots Lot Size Width Depth 5,000 SF minimum SO feet minimum 65 feet minimum ,/ Lot 1 7,197 sf 95.96 ft 75.01 ft Lot 2 7,197 sf 75.01 ft 95.96 ft Lot 3 7,198 sf 75.01 ft 95.97 ft Lot 4 7,061 sf 73.58 ft (average) 95.97 ft Setbacks: Lot 1 would front on NE 7th Street. Lots 2-4 would front on the private access easement (Pierce 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 Note building at exterior walls. Where the finished ground level slopes away from the exterior 3 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 ,/ 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) Short Plot Report_13-000514.doc City of Renton Department of Community & Economic Development NE 7TH MIDDLE SHORT PLAT Administrative Short Plat Report & Decision LUAB-000514; SHPL-A Report of June 6, 2013 Page 7 of 16 indicates the landscape requirements would be met. Tree Retention: Existing trees shall be retained where feasible. RMC 4-4-130 requires 30 percent oftrees to be retained. If the required number oftrees cannot be retained, they ./ must be replaced according to RMC 4-4-130H. There are 15 significant trees on the site . Two 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 11 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 lots. 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 ofthe 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 Note the 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 SO 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). Primary Entry: Entrances to houses shall be a focal point and allow space for social interaction. One ofthe following is required: 1. Stoop: minimum 4 feet by 6 feet and 12 inches above grade, or Note 2. Porch: minimum S feet deep and 12 inches above grade. 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. Short Plat Report_13-000514.doc City of Renton Department of Community & Economic Development NE 7TH MIDDLE SHORT PLAT Administrative Short Plat Report & Decision LUA13-000S14; SHPL-A Report of June 6, 2013 Page 8 of 16 Note One of the following is required: 3 1. An offset of at least one story that is at least 10 feet wide and 2 feet in depth on Note 3 Note 3 Note 3 Note 3 Note 3 fa~ades visible from the street, or 2. At least a 2-foot offset of second story from first story on one street-facing fa~ade. Building designs, which would be used to evaluate design of fat;ades, 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 fa~ades facing street frontage. Building designs, which would be used to evaluate design of windows and doors, have not been submitted yet. They would be submitted for building permit review (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 oft he 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, hove 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 of the following are required: 1. Eaves projecting from the roof of the entire building at least 12 inches with horizontal fascia or fascia gutter at least 5 inches deep on the face of all eaves, and 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 to evoluote design of eaves and overhangs, have not been submitted yet. They would be submitted for building permit review (compliance not demonstrated). Architectural Detailing: Architectural detailing contributes to the visual appeal of a house and the community. If one siding material is used on any side of the dwelling that is two stories or greater in height, a horizontal band that measures at least 8 inches is required between the first and second story. Also, one of the following is required: 1. Minimum 3-1/2 inch trim surrounds all windows and details all doors, or 2. A combination of shutters and minimum 3-1/2 inch trim details all windows and Short Plat Report_13-000514.doc City of Renton Department of Community & Economic Development NE 7TH MIDDLE SHORT PIA T Administrative Short Plat Report & Decision LUA13-000514; SHPL-A Report of June 6, 2013 Page 9 of 16 Note 3 minimum 3-1/2 inch details all doors. Building designs, which would be used to evoluote architectural detailing, have nat 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 color is acceptable), or 2. A minimum of 2 different siding materials shall be used on the building. One siding material shall comprise a minimum 30 percent of the street-facing fac;: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: Note 1 Access: Each lot must have access to a public street, private road, or by a private access easement 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 5' wide sidewalk, on the full frontage ofthe parcel being developed is required. Additional right of way dedication is not required on NE 7'h Street. The proposed private road, Pierce 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. The submitted plans show a portion of the private road situated within the adjacent property at 3603 NE 7'h Street located to the east of the subject site. A recorded easement from the adjacent property owner at 3603 NE ih Street for the access and construction of the private road is required to be provided prior to issuance of the construction permit. Otherwise, the private road must be relocated to be situated fully within the boundaries ofthe subject short plat site at 3517 NE ih Street. A hammerhead turnaround is proposed for the private road, Pierce Court NE. Lots 2, 3, and 4 are proposed to gain access via the private road. The access for Lot 1, which fronts on NE ih St, shall also be from the private road. Staff recommends that the private road (Pierce Court NE) be required to extend from the proposed hammerhead westward to the west property line, forming a looped private roadway with the private road of the proposed neighboring short plat at 3513 NE 7th Street (LUAB-000496). This shall be a condition of the short plat approval. Short Plot Report_13-000514.doc City of Renton Department of Community & Economic Development NE 7TH MIDDLE SHORT PLAT Administrative Short Plat Report & Decision LUA13-000S14; SHPL-A - Report of June 6, 2013 Page 10 of 16 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 minimum one fire hydrant is required within 300 feet of the proposed buildings and two hydrants if the fire flow requirement increases to 1,500 gpm. Due to a dead end 8- ~ inch water main, any residence exceeding 3,600 sf would require an approved fire sprinkler system as only 1,000 gpm is currently available at this location. Existing fire hydrants can be counted toward the requirements as long as they meet current code including S-inch "Storz" fittings, which they currently do not have. A minimum of one new hydrant will be required to be installed. 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 Jot. 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 Jot 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 is no stormwater control system in NE 7TH 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 for Forested Short Plat Report_13-000514.doc City of Renton Department of Community & Economic Development NE 7TH MIDDLE SHORT PLAT Report of June 6, 2013 Administrative Short Plat Report & Decision LUA13-000514; SHPL-A Page 11 of 16 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 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 ih 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 conditions and 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. 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 stormwoter 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 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 ih Street to the new fire hydrant near the entrance of the private road, with an 8" water main portion from the fire hydrant to the north property line of Lot 4. 2. In the case of the private road extending from the hammerhead westward to the west property line (this would form a looped private roadway with the private road of the proposed neighboring short plat located at 3513 NE ih Street, east of the subject short plat site): An 8" water main line is required from the existing water main on NE ih Street fronting the site on the private road, to the portion that will serve as part of the looped private road to the east property line of the subject site. 3. If the construction plans for the subject development at 3517 NE 7th Street and the proposed development at the neighboring site 3513 NE 7th Street are submitted and constructed concurrently, then the loop water main plan, option 2, is applicable. If Short Plat Report_13-000514.doc • City of Renton Department of Community & Economic Development NE 7TH MIDDLE SHORT PLAT Administrative Short Plat Report & Decision LUA13-000514; SHPL-A Report of June 6, 2013 Page 12 of 16 the construction plans for the subject development at 3517 NE 7'h Street and the proposed development at the neighboring site 3513 NE 7'h Street are submitted at different times, then option 1 is applicable. Plans must meet minimum City standards, subject to review at construction permit stage. The Water System Development fee is based on the size of the domestic water meters that would serve the new homes on each new lot. As of the date of this report, the System Development Fee for Y.-inch or 1-inch water meter installation is $2,523. The installation fee for a Y.-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 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 the existing sewer main. 1. The submitted plans show the sewer main extension from the existing sewer main (ID 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 3513 NE 7'h 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. The 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. The Sanitary Sewer System Development fees are based on the size of the new domestic water meters to serve the new houses on each lot. As of the date of this report, the Sanitary Sewer System Development fee for a Y.-inch or a 1-inch water meter installation 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. 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 $1,430.72 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 rote in effect when the building permits ore issued. Credit would be given for the existing house. Short Plat Report_13-000514.doc City of Renton Department of Community & Economic Development NE 7TH MIDDLE SHORT PlAT Administrative Short Plat Report & Decision LUA13-000S14; SHPL-A -- Report of June 6, 2013 Page 13 of 16 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 28,591 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 6.9 du/a. 2. Application: The property, located at 3517 NE ih St, is owned by Endure Investments, LLC. 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 1953 and would be demolished. Abatement has occurred. 7. Setbacks: Minimum setback requirements would be met. 8. System Development Charges: As of the date of this report 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 $2,523; and 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. 4. The proposed NE 7th Middle Short Plat complies with the street standards as established by City Code, provided the project complies with all advisory notes and conditions of approval contained herein. Short Plat Report_13-000514.doc City of Renton Department of Com, ty & Economic Development NE 7TH MIDDLE SHORT PLAT Report of June 6, 2013 K. DECISION: Adi rative Short Plat Report & Decision LUA13-000514; SHPL-A Page 14 of 16 The NE 1"' Middle Short Plat, File No. LUAll-000514; SH PL-A, is approved with the following condition: 1. The private road {Pierce Court NE} shall be constructed to extend from the proposed hammerhead westward to the west property line, forming a looped private roadway with the private road of the proposed neighboring short plat at 3513 NE 7th Street {LUAB-000496}. Maintenance ofthe private road and abutting landscaping shall be by the underlying property owners of the easement area. DECISION ON LAND USE ACTION: SIGNATURE: V C.E. "Chip" Vincent, CED Administrator TRANSMITTED this 6th day of June, 2013 to the Contact/Applicont/Owner(s): Contact: Darell Offe Offe Engineers 13932 SE 159'' Place Renton, WA 98058 Applicant: Kyle Miller KRRV Dev., LLC PO Box 908 Ravensdale, WA 98051 TRANSMITTED this 6th day of June, 2013 to the Party(ies) of Record: Mike Moran 671 Pierce Court NE Renton, WA 98056 TRANSMITTED this 6th day of June, 2013 to the following: 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 Owner(s): Endure Investments, LLC. 5603 SE 2"d Court Renton, WA 98056 L. LAND USE ACTION APPEALS, REQUEST FOR RECONSIDERATION, & EXPIRATION: The administrative land use decision will become final if the decision is not appealed within 14 days of the decision date. APPEAL: This administrative land use decision will become final if not appealed in writing to the Hearing Examiner on or before 5:00 PM on June 20, 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 Short Plat Report_13-000514.doc City of Renton Deportment of Community & Economic Development NE 7TH MIDDLE SHORT PLAT Report of June 6, 2013 Administrative Short Plat Report & Decision LUA13-000514; SHPL-A Page 15 of 16 with the required fee to the Hearing Examiner, City of Renton, 1055 South Grady Way, Renton, WA 98057. Additional information regarding the appeal process may be obtained from the City Clerk's Office, Renton City Hall -7th Floor, {425) 430-6510. EXPIRATION: The administrative short plat decision will expire two (2) years from the date of decision. A single one {1) year extension may be requested pursuant to RMC 4-7-070.M. RECONSIDERATION: Within 14 days of the decision date, any party may request that the decision be reopened by the approval body. The approval body may modify his decision if material evidence not readily discoverable prior to the original decision is found or if he finds there was misrepresentation of fact. After review of the reconsideration request, if the approval body finds sufficient evidence to amend the original decision, there will be no further extension of the appeal period. Any person wishing to take further action must file a formal appeal within the 14-day appeal time frame. THE APPEARANCE OF FAIRNESS DOCTRINE: provides that no ex parte {private one-on-one) communications may occur concerning the land use decision. The Doctrine applies not only to the initial decision, but to Appeals to the Hearing Examiner as well. All communications after the decision/approval date must be made in writing through the Hearing Examiner. All communications are public record and this permits all interested parties to know the contents of the communication and would allow them to openly rebut the evidence in writing. Any violation of this doctrine could result in the invalidation of the appeal by the Court. 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 8:30 am to 3:30 pm, 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 November 1" and March 31" 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. S. 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 with 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 Short Plot Report_13-000514.doc City of Renton Department of Com NE 7TH MIDDLE SHORT PLAT Report of June 6, 2013 Transportation ity & Economic Development Ad trative Short Plat Report & Decision LUAlJ-000514; SHPL-A Page 16 of 16 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. Fire Prevention 1. Fire mitigation fees will be assessed per single-family residence at the rate in place when building permits are issued. 2. 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. 3. 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. 4. 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. General Plan Review 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, 3 copies of the drawings, 2 copies of the drainage report, the permit application, an itemized cost of construction estimate, and the application fee shall be submitted 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. 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I "t1 /' ,,,,,.,.,. ,,------~ .. , 1:'-1 .f.c ~,;;( / ~. ~.,(' ~· - ~ < / 0 I !.\.~t.1,,:\~:i1i . ./ /,./' ;;;1·= :-,, ~ I I //-(~:·i·_ .. /·/·· ,/~ I H . @ ref: ~ Topographic SUrvey, KRRV DEV, LLC, 3517 & 3603 NE 7th Street, Prepared by Site Survey & M3.pping, Inc., dated 03-01-13, Development Infonnation provided by KRRV DEV, LLC, reduced scale: 1 "= 40 ' 5 •z e~ 11::o:,<'· Ozc,-, :i::5:c-. V)~~ ~~, 8z~ ::.e_j £E;i '" w z g "'Z I Oo i ~~ t Uiz t I} ~~ q~ -----,-- Ji:1 111:!1 m >< :::c 1-4 c:I ~ U1 ,·{'.;i" \· PORTION OF THE NW 1/4, SE 1/4, SECTION 10, TOWNSHIP 23 N, RANGE 5 EAST, W.M., CITY OF RENTON, WASHINGTON - r' '\,. \i ·, ',, ··,(,., ··• .... ,, El<ISn,,(l l11'll.rTY <OCATIOHS 8HUWtl ~EREON ..,., """"°"'W.TE ONLY. !T,...,._lBeTHECOlfTAACTOR"S-IOOJn'TO D£TE-.... -=VERT1CAl."""-"""1""1.lOC".110tlOF"'-'- ""l!m4G UMJEO>OROUND\/TIUITES _,,!OR Til COMMENC.,o CONS'n'IUCTION. Ml -E3EH'fAT10N 13 MAO• fHIIT AI..L FXlS,,"') cm,_me~ ..... --·ON-T>if_ ENGffEE~ ASSUMeS ~ RESPo!<Stell.m' FOR \JT~m•• NOT -""unun•s NOT S~OWN IH-l~eR<lPelUOC.O.noN CONTACT INFORMATION OWNER / DEVELOPER: ENDURE INVESTMENTS, LLC ATTN: KYLE MILLER 5603 SE 2nd COURT RENTON, WASHINGTON 96056 OFFICE PHONE: 206-852-2622 kytemlller@admre.com 4t'' 11~ f\ f\ \ ENGINEER: \\ OFFE ENGINEERS, PLLC ATTN: DARRELL OFFE, PE \ ' ' \ I \LI :~: '. i ('(";;I ,::-:./9' \ ' ' ' 13932 SOUTHEAST 159TH PLACE RENTON, WASHINGTON 9B058-7BJ2 OFFICE NUMBER: 425-260-3412 FAX NUMBER: 425-988-0292 dam,11.offe@comcast.net 1~1 • \ _,_ -' ,__, \ \ \ , Jo, ~"'~ 'r ':P· ~~" <;Q~ cl:I· ~¥Ji ,,. : \ \ , ---~;:_.-,:;~'f;·m~·: -B·5~9~r;·_:_·-·:_····:_· _l: 1,r ¥11 1 ~ -10 \ \ V"' ----·. \_ _l'i~ -~~'.,,;'f..., -,,. I ' WiY\;F'\ ' . ., . G G ,-..,0 QI \ ·ti~~: \~(l__ "·-1:-c/>..\;\·.~rur.· :,o,,_ ~ 2 ' \ ~ . 2·-= ->·"-• ( "' , ~ . . -~-, .JL:·y~-•• IC-:: ' \ 0 (:7''~ . ...,l,c,;,__ ',j I Ye : \ ,,j"' :r"t· "I'"'>,.,,. -_ 1 --.::::= ~ ----=-----.::..:::.:: \~_/, __ _____;.,, .,. I . -\ -----~ . \ I _ •• ~, ----,:;,;:,,·-\ ,-" \ I \ ~;,.,•' \ •. , \ ,;;_~ ... ~ \, ,_ ~ .......,,_ \ \ \ ' ' SURVEYOR: SITE SURVEY & MAPPING, INC. ATTN: TOM WOLDENOORP, PLS 10115 214THAVENUE NE REDMOND, WASHINGTON 9Ba53 OFFICE NUMBER: 425-296-4412 LEGAL DESCRIPTION: LOT 11, BLOCK 2, STEWARTS HIGHLAND ACRE TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME43 OF PLATS, PAGE 17, RECORDS OF KING COUNTY, WASHINGTON SITUATE IN_'P:J,f=: q~~Ni;-.. ~F K~~!3, ~TA:~?~ ~~INGTON. ADDRESS: ~It JE 7th' stREET. · RENTON.~A 98056 KING COUNTY, ,PARCEL#: 801 l 10~0t25 ~ ! .,·,; '.; ;i .:. ,~ '. i . .'•\' · tUI ,, GRAPHIC SCALE " M1 R 2-~ W':j ""r1Zt.>rllal,colo -.' !"i \\j/ f~l [I)) " -IHI gJ "'!I • ) 1!!f J1h it! ! I' ~ cj -' -' -' a. cti h'. f-z 0 UJ I ::;; Cl) f- UJ Cl) -' UJ 0 > 0 ;s; ~ UJ 0::: .c ::, ;,:: 0 UJ as I z ! ! : l 5 z ::s a. UJ f- u5 ~· ~ I ~:: Q"LL> 1 a, 1 ---NOJ.Nllll '\.Ir. .10 A.Lt) Qlv .L\fld HfOHS 310DIV<J ~lL 3N • ' = ... • 0 0 0:-------fl ' 0 I EXHIBIT 6 ' :'.l ~ ~ " a: ~ 1§ ' ' ' ' ! /,i.l-',L-'tf11 NOWNIHSVM 'NO!N3~ l~d HIOHS 3100!1'1 4ll 3 N / -$-= .,i,., '' : ) r EXHIBIT 7 / / / ~I • L ·'' ...... J. " (; ,' .':"1_ : '"" _-_. (:, = ((-J) ,.:::J./; }-------------~. I ' 1.11 ' EXHIBIT 8 DEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT DATE: TO: FROM: SUBJECT: M E M O R A N D U M May 30, 2013 Elizabeth Higgins Bob Mac Onie NE 7th Middle ShortPlat, LUA13-000S14 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, LUA13-000514 and LND-20-0581, 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. Attached show the addressing for the lots created by the short plat: note said addresses on the final drawing. Do note encroachments, if any. EXHIBIT 9 h:\file sysllnd -land subdivision & surveying recordsllnd-20 -short plats1058l(ne 7th middle)\rvl30530.doc Addressee Name Page 2 of3 Date of Memo 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 ofthe initial submittal requirements unless they have a direct influence on the subdivision. Note ill! 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.". Do no show building setback lines on the final short plat lots. Setbacks are 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. If there are 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 ofthe 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 h:\file sysllnd -land subdivision & surveying records\lnd-20 -short plats\058l(ne 7th middle)\rvl30530.doc Addressee Name Page 3 of3 Date of Memo 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. h:lfile sys\lnd -land subdivision & surveying records\lnd-20 -short plats\058l(ne 7th middle)\rvl30530.doc 's •z ,o [§~~ -~~ ~"'I ~@3 £0, ~. w z l ~~ i ~~ I "'" ! IJ ~~ l(W' Jill ti ;1, WJU! i ~ • I ; -~ 5(i). /I/ I=.. 71;,t;:;_ ;n ll c_wJ/ '5-6a:::!9(,I PORTION OF THE NW 114,SE 1/4, SECTION 10, TOWNSHIP23 N, RANQE 5 EAST, W.M., CITY OF RENTON, WASHINGTON ---·--· . . ~-. L-·- / /' /NE STREET / i / / ,...... ' / ...... / ' ' -L--"?-=·-~------+------l-""-'"""""""""":---------\-,,-,m,-, .. J '' ~ \'\' ~4.• 1 • a · -• '· ' -'• \, 1: s: 'sf ,;,is@t ,;,,'",-::x:, :--,Kr-& llnTNJ LITI.RYL~TIDNI -HSWlfj ....,N'PRnaM,1£ Cll«.V, !T SIW.L I! T>te COl!nw::T011'1 Ml!'CIHIIIIIUTYTO DETI!IIIMETHI EXACl"Vllml:AI.NlllfKlllll<>HTAl. l!lCA"'°"'Dl'ALL -T'IHll'-£IIU1IOUl:l~PIIIOIITOl;Ol,IMUfCll<O COl<l'1"AUGTION. IIORUlll!ll!NTATIONll ...... m..TALLUIIITIN<I UTII.IfJHMli--IHl"-EJI ... IIJl.'UtlO IIESPOHIIIIJTYfDlt ll1'Ul1Q IIOT-OR l/lLIIIES NDT I~ tolttlllll'IIOl'll'll.o<:l,TIOtl. l:AtLlemR&'IW1><>1-.~ ·-, ;,:__8' \.:)~';".:,h?ii'. -··~·-f N88'~&j,1-W:._9:1,g6 1 , ·, , .. ... _ -<i7ol /!Oo/Z-5 3 ';)/ 7 ;:;£ ' I ',, _,.~ I ·•-..... ,::;;,.,..-:G'•. 0,, 1-~ ···-0 : r.,, ', I V; ' ,, : -I ,. ' \ """ CJ CJ' . . \ -.--.... '.·--"",G G '' ,,-I -. ! ~· / ! i \ \'·-,,,,_., ·,,,,\ f\ CONTACT INFORMATION OWNER / DEVELOPER: ENDURE JNVESn1ENTS, LLC ATTN: KYLE MILLER 5803 SE 2nd COURT RENTON, WASHINGTON 98058 OFFICE PHONE: 206-652-2622 kylemll!M@admra.cam ' ' ',\ ' ' ' \ ENGJNEER: OFFE ENGINEERS, PLLC ATIN: DA.RRELL OFFE, PE . ' .,t-:~ \ 13932 S0l1THEA.6T 159TH PLACE RENTON, WA.SHINGTON 98058-7032 OFFICE NUMBER: 425-260-3412 FAX NUMBER: 425-988-o292 damtll.offa@camca!il.net \\\ \ \ \ ' ' ' ' SURVEYOR: SrrE SURVEY & MAPPING, JNC. ATTN: TOM WOLOENDOR?, PLS 10115 214TH AVENUE NE REDMOND, WASHINGTON 90053 OFFICE NUMBER: 425-298-4412 \, LEGAL DESCRIPTION: LOT 11, BLOCK 2, STEWART'S HIIJHLAND ACRE TRACT&, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 43 OF PLATS, PA.GE 17, RECORDS OF KING coumv, WA.SHINCJTON ,~ -....,_, ) ·~::1,..'=. \':s _r-··~ .. ~, B7' J ; ~..-'• j SITUA.TE lNJJ:!~ ~~~m:~o! ,~G:.~:~:r :'f.f~SHINGTON. ADDRESS: ~ff.'NE 7!'h" STREET,. RENToN,~A 9B056 KtNG COUNTS1Wff~l:,_Ifl ~\~,-PJt.111 . ,. ---- .p ~-, ,,'J." I \ \ Q \ \ • I GRAPHIC SCAl.£ 20 a 20 ~o APR 2 5 10:i ..,.,....,,..1..,.. ,.,,1 pkd~~- R t9'Yl.:ini S'/1' ~s; ''.'. cs·., n. "/! [E! c[-J) , '··, !i \'· j=) . . . ... · ,.: .:=t.:_ I ! ;,p 1· l ~lllf I ~11 i 11 , ;,:l I T ~I~ CL !i: z 0 UJ ~ :r: :a; 5 en ,- UJ "' ~ ..l ~ O Z CL 0 -~ ~ UJ !:: ,5 ;::, en "" 0 UJ m I I z ! i D.I.J'E~ JOIINO. __ PWCNO. __ SHEEI 1 "' 1 PLAN REVIEW COMMENl PLAN ADDRESS: NE 3517 7TH ST RENTON, WA 98056-3846 ,LUA13-000514) _ _:_ __ ~!Iii"'· APPLICATION DATE: 04/25/2013 DESCRIPTION: An application has been submitted to subdivide a 28,657 sf (0.66 acre) property into 4 lots suitable for development for single-family residential use. The Comprehensive Land Use Plan designation is Single-Family Residential and the zoning is Residential 8. The process is an Administrative Short plat. 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 3517 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 1 O" 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 a~ 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 westward to the west property line (this will form a loop private roadway with the private road of the proposed neighboring short plat located at 3513 NE 7th Street, west 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 west 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 3517 NE 7th Street and the proposed development at the neighboring site 3513. 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 pennit 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 o/.-inch or 1-inch water meter install is $2,523.00. Credit may be given for the existing home. 5. Fee for a :X-inch meter installed by the City is $2,668.00. Fee for a 1-inch meter installed by the City is $2,870.00. Credit may apply for the existing home. Sanitary Sewer 1. All lots of the short plat are to be connected to the city of Renton sewer service. 8" diameter sanitary sewer main extension is required to connect to existing sewer main. a. The submitted plans show the sewer main extension along the entire sn:e frontage on NE 7th Street. The 8" diameter sewer main should connect with the existing sewer main located to the west of the stte. 8" diameter sewer main must be provided from the proposed sewer main on NE 7th Street, along the private road, up to the hammerhead (or looped private road that will be fanned with the private road of the neighboring short plat located east of the site at 3513 NE 7th Street. The a· sewer line running through Lot 3 as shown in the submitted plans is not required. b. Alternately, the sewer main extension can occur from the south of the site and along the proposed looped private road that will be formed with the proposed adjacent short plat at 3513 NE 7th Street. 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 pem,it 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 con.struction permit is issued. Credit may apply for the existing house. Storm 1. The Surtace Water System development fee for 2013 is $1,120.00 per each new lot. Fee is payable prior to issuance of the construction June 03, 2013 Page 1 of3 permit. 2. A drainage report has beens ted by Offe Engineers with the land use application. ,ed 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 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. 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. lnstalliation 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 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. 3. The submitted plans show a portion of the private road situated within the adjacent property 3603 NE 7th Street located to the west of the subject site. Recorded easement from the adjacent property owner in 3603 NE 7th Street for the access and construction of the private road is required to be provided prior to the construction permit. otherwise, the private road must be relocated to be situated fully within the subject short plat site at 3517 NE 7th Street. 4. A hammerhead turnaround is proposed for the private road. All the four lots of the short plat are proposed to gain access via the private road. The private road is required to extend from the hammerhead westward to the west property line (this will form a looped private roadway with the private road of the proposed neighboring short plat at 3513 NE 7th Street). 5. A road name and address sign will 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. 8. Traffic Impact Fees -The transportation impact fees applicable on new houses based on the applicable fee at the time of building permit application and payment is due at the time of issuance of the building permit. 9. Fixed objects that are currently situated in the location of the proposed access must be relocated, after obtaining owner approval. General Comments 1. All construction or service 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 utility plans are complete, please submit three (3) copies of the drawings, two (2) copies of the drainage report, permit application, an itemized cost of construction estimate, ?nd application fee at the counter on the sixth floor. 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, LUA 13--000514 and LND-20-0581, 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. June 03, 2013 Page 2 of 3 Note what was found when visiting isting 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. Attached show the addressing for the tots created by the short plat note said addresses on the final drawing. Do note encroachments, if any. Do include a "LEGENDH 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 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.H. Do no show building setback lines on the final short plat lots. Setbacks are 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 uOWNERS' DECLARATION~ not "CERTIFICATION" or other. Note that if there are easements, restrictive covenants or agreements to others (City of Renton. etc.) as part of this subdivision, they can be recorded concurrently with the final short plat The final short plat drawing and the associated document(s) are to be given to the Project Manager as a.package. The recording number(s) for the associated document{s) are to be referenced on the final short plat drawing. Provide spaces for the recording numbers thereof. If there are new easements for ingress, egress, utilities, etc. shown for the benefit of future owners of the proposed lots each need a note defining the rights associated with the easement at issue. Since these new Mproposed" 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 ton any new private easements delineated on the short plat in the conveying document. Reviewer Comments Bob MacOnie Ph: 425-430-7369 email: bmaconie@rentonwa.gov Item Review Name: Technical Services Comments: Include the "ne 7th middle.pdf' in the attached documents. Police Review Cyndie Parks Ph: 425-430-7521 email: cpark.s@rentonwa.gov Recommendations: NE 7th Middle Short Plat 4 CFS estimated annually Minimal impact on police services June 03, 2013 Page 3 of 3 NOTICE OF APPLICATION A Ma<terAi,pllcallon hH boen fll•d and a«1p1ed with th• Oepartmen! .,f Community & E,onomk DiYolopmonl !CfD)-PlaMlng DMslon of th• City of Renton. The followlf>!I brl•flyde<erib,... ihe application and the nut,sary Publl, Approv.l,. DAU OF NOTICE OFAPPUCATION, May lti, Z013 PROJECT NAME/NUM~£R: NE 7'' Mid di• Short Plat/ LUAB-000514, SHPL-A PROJECT DESC!IIPTlON: An application '"1, Deen submitted lo ,ubdi...;de , 28,657 ,f (0.66 aue) property imo 4 lot, ,u~oble for development /or >lngl,-famlly residential u .... Tho comprehen,ivo Land u.., Pion do,lgnallon I, Single-Family Re,ldenHal ,nd the zoning Is Ru,denfal a. The process is an Admlnlstrot,ve Short plat. PROJECT lOCATION: 3517 NE 7" Street PUBUC/\PPROVALS: Admlnl5trativo Short Plat Review APPUCANT/PROJECT COtiTACT PERSON; Darrell Offe, Offe Engineer>, PLLC; 13932 SE 159"' Plate; A•nton, WA 9BOSS; Eml; darroll.olfo@comcart.n•1 PUBLIC HEARING: N/A Comments <>n the above application must be ,ubmltted In wrtlln« to Ell.a beth HJuln,, Son!or Plann~r. Dopartment al Communltv & Economk On•lapm=t, 1055 South Grady way, R,mton, WA 98057, by 5:00 p.m. an May JO, 2013. If you hOVf! que,llons •baut this proposal, or wish l<> b. made• p1rty ol ff!tO<d and ,oc~lv• add"k>n~I notificitlon by mall, contort 11>1' Projecl Mana1er at (425) 430-7219. Anyone wh-0 submits wrltton c<>mm•nl5 will au!<>matlcally become a party of record and will ho notlflfi! of any d•<i•ion on thi, pmjoct PLEASE lNClUDE THE PROJECT NUMBER WHEN CALLING FOR PROPER FILE IDENTIFICATION DATE Of APPLICATION: April 25, 2013 NOTICE OF COMPUTE APPLICATION: May 16, 2013 lfy<>u would llko to b• made• r>art\' of rfCord to recrl,e further informa11on on this proposed project, complete this fonn and retvrn to; City of Heman, CEO, Planning Oivlsi0<1, 105S South Grady W,r,i, A•nton, WA 98057 File Nun,:,/ No.· NE 7th MiddH! Short N•l / lU/\13-000514, SHPl·A NAME;----------------------------- MA!LINGADDRHs, _____________ Clty/Stoto/lip· ________ _ TELEPHONE NO.:------------ CERTIFICATION I, t2'.k'.l"U<'l?-z~irr 1::±70-&1 NShereby certify that --3 copies of the above document were posted in ....3.._ conspicuous places or nearby the described property on Date:._..::5...;./_· ,._.I /ee...;._l...ci~?:,'------t 1 STATE OF WASHINGTON ) ) ss COUNlY OF KING ) 1 certify that I know. or have satisfaciOrv evidence that r~ / I 7c>--X w 1:-h \\,,~,. of~) signed this instrument and acknowl' ged it t ehis her/their free and voluntary act fdr~he uses and purposes mentioned in the i strume t. ( 1'·'" ~J .... ,..,... \ I Dated: c:; -/ Cr r ~,,, :;\' ·> ....... _'~.;....,:,;;.,.."',,4-=-o,=::=-___c>i----'>l.___c,.,....=-------- ) u,.6>.:~,' · tv ,,S.':-.~. ary Public in and for State of Washington f J '':.::~ t::(i . t) \ 1 · L · 1·? ::;_ '~-:, /,.)~.1t?1 :c o ... f, frm =---~'""""""'~<'-'"'!.l..--'\/\.'-'-"'"'~--..ik=c...a......,(~\_,/~\.,,0l""",1..1.::c..c1..__ \:~t#~a~~~~~pires: '?/ d J / X#'-( 1 --~-:-WA:.:,,;\\f.:.C;°;11 1· '/_,,,,.,_,,///.i!III CITY OF RENTON DEPARTMENT OF COMMUNTY & ECONOMIC DEVELOPMENT -PLANNING DIVISION AFFIDAVIT OF SERVICE BY MAILING On the 16th 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 Kyle Miller Applicant Endure Investments, LLC Owner 300' Surrouding Property Owners See attached (Signature of Sender): ,htj 1'J10{f,(./Ju,_v 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/ eir free and voluntary act for the uses and purposes mentioned in the instrument. ~,~"""'"'111,~ Dated: / ;)~,~.:1 .. -~',,,,. ----¥----ab.LJC..,..~~=---:-----:---,~$'--~~ ... ..: a, ,, '1~ ,.,. otary Public in and for theffi-at~ L,~-:t.\ # # ·~y~ ~ , ... .... • -':D~ i Notary (Print): __ ..=J_,_,'S_t_ivt _ __,_/.,_f_. ---')"--'(.__f_;_l-'--1--'!li-"':~l'cf~.i~"'&t~,:r--:;~g:._____,,-f __ \7.-1.\ c,'8t10 ~ I My appointment expires: fr. 2 '1 ·· z 0 17 \(<' ,,,,,, '.c'9_17 ,...~~ f ,,,,, q.;~'•11,,,,'"',~""..t,o ~ ~'.ti-'11!~1BI NE 7'h Middle Short Plat ~\~i£i~~~~.~iif LUAB-000514, SH PL-A ,,, .. G' .,:;; •,, ,,.. ~"i;" '''''''''"'''''"'1 COSMANDA LLC 6191118TH AVE SE BELLEVUE, WA 98006 CATUZO TAMERA 3606 NE 6TH PL RENTON, WA 98056 JOHNSON MEGAN+MIKE D 17225 NE 15TH PL BELLEVUE, WA 98008 SORTO EUFEMIA FUENTES SORTO KARLA CRISTINA 3607 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 WILLIAMSON KATHLEEN M 661 NEWPORT CT NE RENTON, WA 98056 SWITZLER CHARLES W 3517 NE 7TH RENTON, WA 98055 PHAM THUONG+NGUYEN NIEM THI 3554 120TH AVE NE BELLEVUE, WA 98006 DEUTSCHE BANK NATIONAL TRUS 1661 WORTHINGTON RD #100 WEST PALM BEACH, FL 33409 JEFFERY ROOSEVELT +MARY M 12230 59TH AVES SEATILE, WA 98178 KLEEBERGER WAYNE M 3519 NE 7TH PL RENTON, WA 98055 SUCIU ELENA 4224 NE 10TH PL RENTON, WA 98059 ROJAS ARMANDO M+GUADALUPE 3512 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 CRUTCHFIELD 3613 NE 7TH ST RENTON, WA 98056 STIRN A J 3513 NE 7TH ST RENTON, WA 98056 TRAN TUYET 660 NEWPORT CT NE RENTON, WA 98056 BRAATEN DALE R 759 QUEEN AVE NE RENTON, WA 98055 LAM HAO V+LISA N 3513 NE 7TH PL RENTON, WA 98056 SODEN COLLEEN 1819 232ND DES MOINES, WA 98198 NGUYEN CHAU LIEN+TRAN TUAN 254 CANNIKIN DR SAN JOSE, CA 95116 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 CARLSON KAREN A 3354 W AMES LAKE PL NE REDMOND, WA 98052 SLATER KIM 3507 NE 7TH ST RENTON, WA 98056 KUMAR SUBHASHNI D 3624 NE 7TH ST RENTON, WA 98056 PALANCIUC VLADIMIR+LUIBA 3610 NE 7TH ST RENTON, WA 98056 • CAPPONI DARIN WAYNE 3606 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 MUHIC JOHN A 3506 NE 7TH PL RENTON, WA 98056 JONES KASAUNDRA M+MCNEILLY 3631 NE 7TH PL RENTON, WA 98056 DOLAN LARRY E MR 13525 181ST AVE SE RENTON, WA 98059 CRAIG BETTY JEAN 3518 NE 7TH ST RENTON, WA 98055 LU HUNG+VAN VO 684 NEWPORT CT NE RENTON, WA 98056 NELSON GREGORY L 3500 NE 7TH PL RENTON, WA 98056 MORAN MICHAEL J 671 PIERCE 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 DOUWES scon A G 3512 NE 7TH ST RENTON, WA 98056 LU HUNG VIET 3414 NE 7TH ST RENTON, WA 98056 DUMO NERIO P 3430 NE 7TH PL RENTON, WA 98056 JUNSO JACQUELYN 3524 NE 7TH PL RENTON, WA 98056 TON HAO T 22650 129TH PL SE KENT, WA 98031 LANG ROBERT D+JOAN L 9640 E NIDO AVE MESA, AZ 85209 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 16, 2013 PROJECT NAME/NUMBER: NE ih Middle Short Plat/ LUAB-000514, SHPL-A PROJECT DESCRIPTION: An application has been submitted to subdivide a 28,657 sf (0.66 acre) property into 4 lots suitable for development for single-family residential use. The Comprehensive Land Use Plan designation is Single-Family Residential and the zoning is Residential 8. The process is an Administrative Short plat. PROJECT LOCATION: 3517 NE 7th Street PUBLIC APPROVALS: Administrative Short Plat Review APPLICANT/PROJECT CONTACT PERSON: Darrell Offe, Offe Engineers, PLLC; 13932 SE 1591n 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 30, 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) 430-7219. 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 25, 2013 NOTICE OF COMPLETE APPLICATION: May 16, 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 Middle Short Plat/ LUA13-000514, SH PL-A NAME:---------------------------------- MAILING ADDRESS: __________________ City/State/Zip:------------ TELEPHONE NO.: --------------- May 16,2013 Darrell Offe Offe Engineers, PLLC 13932 SE 159th Place Renton, WA 98058 Department of Community and Economic Development C.E."(hip"Vincent, Administrator. Subject: Notice of Complete Application NE 7'h Middle Short Plat, LUA13-000514, SHPL-A Dear Mr. Offe: The Planning Division of the City ofRenton has determined that the. 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) 43D-6581, ifyou have any questions. Sincerely, j3;;~,J,;.d-£J~ .. Elizabeth Higgins Senior Planner cc: Endrue lnv_estments LLC / Owner{s) Kyle Miller· KRRV Qev. LLC / Applicant RentonCity Hall • 1055 South Grady Way • Renton,Washington 98057 • rentonwa.gov Denis Law Mayor May 16, .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 Middle Short Plat LUA13-000514, SH PL-A The City of Renton's Department of Community and Economic Development (CED) has received an appiication for a 4-lot single-family subdivision located at 3517 NE 7th Street. Please see the enclosed N.otice of Application for further details. In order to process this applicati.on, CED needs to know which Renton schools would be attended by children living irt 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,. or email to ehiggins@rentonwa.gov, or fax to (425) 430-7300, by May 30, 2013 . . Elementary School: __________________ ~--------- Middle School:------~--------------------- High School:------------------~--------- Will the schools you have indicated be able to handle the impact of the additional students estimated.to·come from the proposed development? Yes No __ _ Any Comme.nts: -----------------,------------- Thank you for providing this important information. If you have any questions regarding this project, please contact me at(425)430-6581. Sincerely, £¥'7,0.d-£J~ Elizabeth Higgins Senior Planner Enclosure Renton City Hall • 1 ass-south Grady Way •, Renton, Washingtbn 98057 • rentonwa.gov City of Renton LAND USE PERMIT MASTER APPLICATION ~ {)I' . ( :! s Jiiij 'I V '' '--:--.1 ! '.: 1,::::.. It\ ·-- PROPERTY OWNER(S) PROJECT INFORMATION NAME: .f,,,,tft;Jz / 11/Jfli,~fs1 UC D°eE?l °J];;;;T~ ng- ADDRESS5Cf't>3 56 2~ r,~l/'J!r PROJECT/ADDRESS(S)/LOCATION AND ZIP CODE: '3511 AJe 7~ ~-r CITY £.~N ZIP~V r~~ KING COUNTY ASSESSOR'S ACCOUNT NUMBER(S): TELEPHONE NUMBER !6'-· ~t. t f,tZ 1()11/6-'tJ/l.5 APPLICANT (if other than owner) NAME: /::q/i Miuet EXISTING LAND USE(S): rfthJIU/ f?tNate . COMPANY (if applicable):/</( /(V [)6{. PROPOSED LAND USE'£: -..... --- /JT7, "· ADDRESS f .(), 1,/1 ,~ EXISTING COMPREHENSIVE PLAN MAP DESIGNATION: CITY:~ ZIP:~ PROPOSED COMPREHENSIVE PLAN MAP DESIGNATION (if applicable) TELEPHONE NUMBER ,t&6• 851• z ~ t 2_ EXISTING Z°!-G: -~ CONTACT PERSON PROPOSED ZONING (if applicable): fil/,?7£ NAME: DAU&u. ~ SITE AREA (in square feel): U, f?'II SQUARE FOOTAGE OF PUBLIC ROADWAYS TO BE COMPANY (if applicable)UF{; ~6/f/Gl:£S DEDICATED: tJ ADDRESS/~Z. ~6 1s91!i f'tAc6- SQUARE FOOTAGE OF PRIVATE ACCESS EASEMENTS: g. tf2t/ CITY/.~J.} Z1P'fStJ5f PROPOSED RESIDENTIAL DENSITY IN UNITS PER NET ACRE (if applicable) le· C/ TELEPHONE NUMBER AND EMAIL ADDRESS: 4-2/f· W· ~112 e/4..rre,/ /. ~ t!. UM'/CAS/: m.f- NUMBER OF PROPOSED L°:J. (if applicable) NUMBER OF NEW DWELLING UNITS (if applicable): 'f . H:\CED\Data\Forms-Templates\Se\f-Help Handouts\Planning\masterapp.doc -1 -03/11 PF __ J ECT IN FORMATr-10=----=N---'----'--' fc::..=o_:_:n=tL:..:..:_ -::..:-~='d1-) --~---.----;'--~~~ PROJECT VALUE ~ ,i~ /f,&,,£8? NUMBER OF EXISTING DWELLING UNITS (if applicable) I -, I, I, Mlt/ ~ SQUARE FOOTAGE OF PROPOSED RESIDENTIAL BUILDINGS (if applicable) t;e,,J IS THE SITE LOCATED IN ANY TYPE OF ENVIRONMENTALLY CRITICAL AREA, PLEASE INCLUDE SQUARE FOOTAGE (if applicable) SQUARE FOOTAGE OF EXISTING RESIDENTIAL BUILDINGS TO REMAIN (if applicablej'."' tl SQUARE FOOTAGE OF PROPOSED NON-RESIDENTIAL BUILDINGS (if applicable): 0 SQUARE FOOTAGE OF EXISTING NON-RESIDENTIAL BUILDINGS TO REMAIN (if applicable): t) NET FLOOR AREA ON NON-R/IDENTIAL BUILDINGS (if applicable) IJ A,- NUMBER OF EMPLOYEES TO BE EMPLOYED BY THE NEW PROJECT (if applicable): J.l/.4- Q AQUIFIER PROTECTION AREA ONE Q AQUIFIER PROTECTION AREA TWO Q FLOOD HAZARD AREA Q GEOLOGIC HAZARD Q HABITAT CONSERVATION Q SHORELINE STREAMS & LAKES Q WETLANDS LEGAL DESCRIPTION OF PROPERTY (Attach legal description on separate sheet with the following information included) sq. ft. sq. ft. sq. ft. sq. ft. sq. ft. SITUATE IN THE ?l:.-QUARTER OF SECTION _Jf__, TOWNSHIP f,!) , RANGE 5° , IN THE CITY OF RENTON, KING COUNTY, WASHINGTON AFFIDAVIT OF OWNERSHIP I, (Print Name/s) /fl;~ Wlit'Jbr ,J,e ' M~;iMtlftk declare under penalty of perjury under the laws of the State of Washington that I am (please check one) _____ the nittl ner of the property involved in this application or V the authorized representative to act for a corporation (please attach proof of authorization) and that the foregoing statements and answers herein contained and the in omnation h re in all respects true and correct to the best of my knowledge and belief. Signature of Owner/Representative STATE OF WASHINGTON ) ) ss COUNTY OF KING ) I certify that I know or have satisfactory evidenc~at tt/h iJ~ signed this instrument and acknowledge it to b~er/their free and voluntary act for the uses and purpose mentioned in the instrument. "''''"'""11,, -'4 A/,l/ if.,cd 11 \/} / /1/ A Cl/ Dated ~ Notary Public m and for the State of Washington Date tf-ZZ--/3 ==-$'~ '( L. ~ 111 i~ C/Zlll/_~71: ~ff j l ~'~• I --~ : . ~ J Notary (Print) mh'-4: L . ~GJI// ~ ~ 'Ila\."'~; \ ~A:',,.,,., ; //·-/'5-// - ~,,. -., ,.._ ;,,y appointment expires -'---'------'/--= •C.?'=------------ 11i, ..,.-WAI # ... .. ..... 11\\\\\\\\'I''"' C:\Csi.!rs\Michelle\DesktoplMaster Land lJsc Application -Renton.do,;; -2 -03/11 • PREAPPLICATION MEETING FOR Vea's Short Plat 3517 NE 7th Street PRE 13-000086 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 Sen Department ~s 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). lfthe 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 l DEPARTMENT OF car "VlUNITY AND ECONOMIC DEVELOPMENT 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 ofthe 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 areJ.iPecific flow control requirements und-· Core Requirement# 3. This project may be subject to Appen9:, Small Site Drainage Review. 3. A geotechnical report for the site is required. Information on the water table and soil permeability with recommendations of appropriate flow control BMP options with typical designs for the site from the geotechnical engineer shall be submitted with the application. 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. 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 DEPARTMENT OF cot "'VIUNITY 'AND ECONOMIC DEVELOPMENT DATE: TO: FROM: SUBJECT: MEMORANDUM 2/14/2013 12:00:00AM Pre-Application File No. PREB-000086 Gerald Wasser, Associate Planner (Veas Place Short Plat) PREB-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 $SO.OD 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 S,000 square feet for parcels Jess than one acre. Minimum lot width is SO feet for interior lots and 60 feet for corner lots; minimum Jot 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 Jot area or 2,500 square feet, whichever is greater for Jots 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. "lliili.essory structures are also included in h .. ilding lot coverage calculations. Compliance with building standar9vill be determined at the time of bui : 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 ofthe 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; • Park Impact Fee -$530. 76 per new single-family house; and • Fire Impact Fee -$479.28 per new single-family house. 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 of3 Expiration: Upon approval, short plats are valid for two years with a posr;hle one year extension. Page 3 of 3 PRE13-000086 Vea's Place Short Plat None 0 1: 2,628 219 0 110 NAD _ 1983_HARN_StatePlane_ Washington_ North_FIPS_ 4601 219 Feel City of Renton cf, Finance & IT Division Jurisdiction Boundaries [ -~! Other [] City or Renton Addresses D Parcels Overlay Districts [-] Auto Mall A D Auic Mall 8 D Employment Area Valley i-: City Center Sign ReQulatwn Area Information Technology -GIS Ren1onMapSupport@Rentonwa.gov 2f7/2013 E] Urban Design D1stnct D Environment Designations O Natural [I Shoreline High Intensity D Shoreline Isolated High Intensity [] Shoreline ~es1den~al 0 Urban Conservancy 0 Jurisdictions I,!:! Wetlands This m.ip 1s a ~ser generated sia~c output from an Internet mapping s,te and 1s forrelerence only Data layers 1r,a1 appear :;ir. this map may or may noi be accurate, current. or otherwise reliable THIS MAP IS NOT TO BE USED FOR NAVIGATION I IO fa;l DS -04 T23N RSE E 1/2 M· R-8 '-~ -R-8 ... _..j H-f -~-·-'._·---. ,', . \ -.-_ --. __ ,,:rrt'._ _.., \ \.-" -----__/i,8" --.. _.,., "~" R-8-+ IL RM-F R-10 RM-F RM-F CA •• R-8 CA RM-F R-8 r-~ R-lO •.. :·· CA N '-------------l---CA-t f----:---,!lro====~:====~~-~-==========~ CA CA R-8 CA j--~-,,.~~ ZONING MAP BOOK PW TECHNICAL SERVICES PRINTED ON 11/13/09 ---. ..--... _., ...... ..-oq,,....iM-°" INDOll ___ aol.,._........_ ____ ... ..,...,. __ _ FS -16 T23N RSE E 1/2 ES 0 200 HJ 400 I Feet 09 T23N RSE E 1/2 1:4,800 5309 NE 7th MIDDLE SHORT PLAT 3517 NE 7Th STREET 4 Single Family Residence -Short Plat PROJECT NARRATIVE 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 Alde,wood series soils that are covered with landscape, lawn, gravel roads, and buildings. The drainage design for the proposed short plat would be to disperse roof drainage into infiltration trenches and provide limited infiltration. The balance of the site would be conveyed into a storm water facility located along the westerly side of the property. 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 7th Street utilizing a private access street for all four lots. Proposed Off site improvements: Offsite improvements would include extension of the sewer and storm system located 100 feet to the west on NE 7th. Road crossing of the water system located on the north side of NE 7"'. 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 200 yards of backfill material may be necessary to grade for sidewalk. No further material is needed. Trees removed: There are 15 existing trees on the site -2 will be removed as part of road construction; 6 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 7,198 to 7,061 square feet. There are 4 proposed lots. Job shacks, sales trailers, and model home: No proposal at this time City of Renton TREE RETENTION WORKSHEET 1. Total number of trees over 6" in diameter1 on project site: 1. It; 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 t. trees Trees in critical areas3 and buffers -trees Total number of excluded trees: 2. :2. trees 3. Subtract line 2 from line 1: 3. I~ 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. __ 'f-1--___ trees 5. List the number of 6" or larger trees that you are proposing5 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. ~Q......__ ___ trees 7. Multiply line 6 by 12" for number of required replacement inches: 7. ------ 8. Proposed size of trees to meet additional planting requirement: (Minimum 2" caliper trees required) 8. 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) 1· Measured at chest height. 9. ------ ------ inches inches per tree trees 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). "· Count only those trees to be retained outside of critical areas and buffers. 5· The City may require modification of the tree retention plan to ensure retention of the maximum number of trees per RMC 4-4-130H7a 6· 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. C:\Offe Engineers\Standards\R.enton\Short Plat\TreeRetentionWorksheet.doc 12/08 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. U, ':fl/ square feet 2. Deductions: Certain areas are excluded from density calculations. These include: Public streets** Private access easements** Critical Areas* Total excluded area: 3. Subtract line 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: 6. Divide line 5 by line 4 for net density: -square feet .:342]1'.: square feet -square feet 2. ~tiZ-4--square feet 3. ~J(p7 square feet I 4. c). '3e acres 5. ___ f.__ __ units/lots 6. ~ = 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 Plat\density.doc -1 -03108 NE:/"' Middle Short Plat 3517 NE JCh 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 7th 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. NE 7th Middle Short Plat 3517 NE 7th Street Renton, Washington DRAINAGE REPORT April 23, 2013 Prepared for: Endure Investments, LLC 5603 SE 2nc1 Court Renton, Washington 9805 Submitted/Prepared by: Offe Engineers, PLLC Darrell Offe, P. E. 13932 SE 159111 Place Renton, Washington 98058-7832 ( 425) 260-3412 office ( 425) 227-9460 fax darrell.offe@comcast.net r,.-_,,. r./ 1] '.,, : ,,, ,_, I'.,, 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 10: Operations and Maintenance Manual City of Renton TECHNICAL INFORMATION REPORT (TIR) WORKSHEET Part 1 PROJECT OWNER AND PROJECT ENGINEER Project Owner: Endure Investments, LLC Address: 5603 SE 2°• Court Renton, WA 98056 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 0 Commercial D Other ________ _ Part 2 PROJECT LOCATION AND DESCRIPTION Project Name: NE 7'" Middle 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 0 COE Wetlands Part 5 SITE COMMUNITY AND DRAINAGE BASIN Community North Renton Drainage Basin Maplewood Creek / Cedar River / Lake Washington Part6 SITE CHARACTERISTICS [j River D Floodplain D Seeps/Springs D Stream ll High Groundwater Table [J Critical Stream Reach D Groundwater Recharge ll Depressions/Swales n Other D Lake D Steep Slopes 'Part 7 SOILS Soil Type Slopes Qgt s-10010 D Additional Sheets Attached Part 8 DEVELOPMENT LIMITATIONS REFERENCE D Ch. 4 -Downstream Analysis 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 Restrictive Covenant --- Limited Infiltration Design 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 D Grass Lined X Tank X Infiltration Method of Analysis Channel Vault D Depression 2009 City of Renton D Pipe System 0 Energy Dissipater D Flow Dispersal KCRTS 0 Open Channel 0 Wetland D Waiver Compensation/Mitigali 0 0 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, limited 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 EASEMENTS/TRACTS D Drainage Easement n 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. Signed/Date Section 1: Project Overview The proposal is a 4-lot short plat located in the Renton Highlands near the Renton Vocational College. The property address is 3517 NE 71r1 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. The property is 28,591 square feet (0.66 acres). The existing King County Tax Parcel number is 801110-0125. There are no sensitive areas on this site. The property has a gentle slope of approximately 4% towards the southwest comer of the property. The soils on the site have been identified by a Geotechnical Engineers as "glacial consolidated till" (Qgt). These soils are not suitable for Full Infiltration of storm water runoff. The soil logs indicate moist silty sands with no ground water within the holes at 4'. The 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 The downstream system was walked on April 19th, 2013. The site drainage currently sheet flows across the property to the west and eventually entering the City storm system in NE 7th Place. The proposed development is to convey the drainage form the site into NE 7th Street and then to the west into the City storm system at Newport Court NE and NE 7th Street. This point of inflow is approximately 500 feet above the current sheet flow point. The drainage system is completely tight lined from Newport Court NE/ NE 7th Street through the City storm piping to an apartment site, Hilltop Homes Apartments downstream. The network of pipes runs 810 feet to a storm water pond within the Hilltop Apartments. The storm pipe system was visually inspected in three locations downstream; at CB #113111, CB #113118, and CB #113041. These are City of Renton storm water codes for City catch basins. The system of pipes were 12" concrete entering into type II catch basins. There appeared to be no overtopping of the basins or capacity issues. The roadway area above these catch basins had no indication of overflow. The storm water enters into a pond within Hilltop Apartments, City node #145531. This pond is heavily over grown with trees and blackbenries. A walk of the parameter of the pond shows no signs of overtopping or erosion. The parking lot to the south of the pond is about 4' below the pond berm. There were no signs of overtopping in this area either. The drainage leaves the pond and enters into Monroe Avenue NE about 200 feet north of NE 4th Street. The storm system is within the centerline of the road and was not inspected. The storm system continues to the south in Monroe Ave until it enters the City Shop Area at NE 2th Street. --·-;--·- I , .1:i:l 135999 312. -,3600~3600!}_! - -' J! __ ; !i>~ ---"""--/ , · I aiJ, II~ E5NE -09 T23N R05E NE 1 ~;~-: ·· 1· ~ Pg.46 ·_1 .. J I 38_°'.. "'., J~~~ .. ....J \ -__ , 401)6 'J917 I J92::l ' ____. ' -_,r _! 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 Middle Short Plat Area Breakdown Impervious Pervious Area Breakdown Tota/Areas {sq. feet} {sq. feet} Lots 4 25772 5600 20172 2,800 sq. ft. impervious max. (50%} (11,200 sq. ft. max.) "Umited Infiltration" Roads lin. Feet 20· road section 246 4929 4920 0 (Fire Lane) 20' (100%} Frontage 95' 1520 640 880 (sidewalk one side) 5' (43%) NPGEAreas Tota/Area 32221 Impervious 11160 Pervious 21052 Forest/NGPE Water Quality Volume P.G.I.S. 4929 access road 1600 driveways 260 approach 6789 square feet EXISTING CONDmONS (FORESTED) Area·· Till forest 0.74 acres I Till Pasture: 0.00 acres< I Till Grassl 0.00 acres/ Oulwash fores~ 0.00 acres! I i Oulwash Pasture! 0.00 acres[ I i I Oulwash Grassj 0.00 acresi ! Wetland! 0.00 acres! i lmpervious1 0.00 acres, ! f Total 0.74 acres1 ' --- Scale Factor: 1.00 Hourly Reduced Time Serles: JNE 7th Middle Existing Compute Time Series Modify User Input --··· --~--. ---. . - file for computed Time Series (.TSF) EXISTING FLOW RUNOFF Flov Frequency Analysis Time Series File·ne 7th •1ddle ex1sting.tsf Project Location.Sea-Tac 1»1 I ---Annudl Peak Flow Rates--------Flow Frequency Analysis------- Flow Rate Rank Tim.e of Peak --Peaks Rank Return Prob (CFS) (CFS) Period 0 04 7 2 2/09/01 18 00 0 060 1 100 00 0 990 0 012 7 l/06/02 3. 00 0 047 2 25 00 0 960 0 .035 4 2/28/03 3 00 0 036 3 10 00 0 900 0 001 8 J/24/04 19 00 0 035 4 5 00 0 BOO 0 .020 6 J/05/05 8 00 0 030 5 3.00 0 667 0 036 3 J/18/06 21 00 0.020 6 2 00 0 500 0 030 5 11/24/06 4 00 0 012 7 1 30 0 231 0 060 J/0 9/08 9. 00 0 001 8 1 10 0 091 (0111.puted Peaks 0 055 so 00 0 980 • I ) DEVELOPED CONDffiON-USING LIMITED INFILTRATION Till Fores~ I Till Pasturei I Till Grassi Outwash Forest Outwash Pasturei Outwash Grassi Wetlandi Area : 0.00 acres! I 0.00 acresi 0.48 acres! 0.00 acres! 0.00 acresl i 0.00 acresj 0.00 acresi lmperviousi 0.26 acresi -····~,.-·------ ~ Total 0.74 acres: Scale Factor: 1.00 Hourly Reduced Time Series: !NE 7th Middle Developed Compute Time Series Modify User Input ··~·-· ---·-· . ··-· ....... ------·-·------···-...•.... File for computed Time Series (.TSF] DEVELOPED FLOW RUNOFF Flow Frequency Analysis Tillle Series File:ne 7th middle developed.tsf Project Location:Sea-Tac 1»1 l ---Annual Peak Flow Rates--------Flow Frequency Analysis------- Flow Rate Rank Time of Peak --Peaks Rank Return Prob (CFS) (CFS) Period 0 105 5 2/09/01 2: 00 0 223 1 100.00 0. 990 0 076 7 l/05/02 16: 00 0.128 2 25.00 0 . 960 0 128 2 2/27/03 7 00 0 111 3 10 .00 0 .900 0.073 8 8/26/04 2 00 0 105 4 5. 00 0 .800 0.090 6 10/28/04 16 00 0 105 5 3 00 0 667 0. 111 3 l/18/06 16: 00 0 090 6 2 00 0 500 0. 105 4 10/26/06 0 :00 0 . 076 7 1 30 0 . 231 0. 223 1 l/09/08 6 00 0 073 8 1 .10 0 091 Computed Peaks 0 .192 50 00 0 .980 • I 1 Wetpool Sizing Calculations Per 2009 King County Stormwater Management Manual Project Name; Project Number; NE 7th MIDDLE Short Plat Facility Description; ..:W..:..::.at::::e::..r.:::O::::u:::a::.:lityL..:::S::::iz::.:in.:.g.__ ___________ _ Step 1: Identify required wetpool volume factor (f). f = _ ___:.3 __ Per KCSWDM 6.4.1.1 Step 2: Determine rainfall (R) for the mean annual storm. R = 0.47 Per KCSWDM Fig. 6.4.1.A Step J; Calculate runoff from the mean annual storm (V,) for the developed site. V, = (0.9A; + 0.25A,g + 0.10A,, + 0.01A,,) x (R / 12) where: A; = Impervious Surface Area= 11.160 s.f. A,0 = Till Grass Area = 21,052 s.f. A,, = Till Forest Area = 0 s.f. Ao = Outwash Area = 0 s.f. V,= 600 c.f. Step 4: Calculate required wetpool volume (Vb)• Vb= 1,799 c.f. 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 ·GEOSPECTRUM CONSULTANTS, INC~ <-::;eotechnical Engineering and Earth Sciences March 26, 2013 Mr. Kyle Miller KRRV Development, LLC P. 0. Box 908 Ravensdale, WA 98051 SUBJECT: GEOTECHNICAL EVALUATION Proposed Residential Development 3517 & 3603 NE 7'h Street Renton, Washington Project No. 13-103-01 Dear Kyle, This report presents the results of our geotechnical evaluation for the site of your proposed new residential development on the subject properties. 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, erosion control and site drainage. Our work was performed in accordance with the scope and conditions of our proposal dated January 26, 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 subject two properties will be divided into eight new lots and the development of the new lots will include new 2-story or 3-story wood-frame residences supported at grade (no basements) on each of the new lots. The structures will include ground level garages with slab-on-grade floors. The ground floors of the residence structures may be raised floors with crawl space or may be 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 10 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. P.O. Box 276, Issaquah, WA 98027-0276 • Phone: (425) 397-4228 Fax: (425) 397-4228 KRRV Development, LLC March 26, 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. o Performed a reconnaissance of the site as well as observations of the adjacent developed lots. o Observed and logged nine test pit explorations within the two properties (see Figure 2) to depths up to 4.5 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. o Performed geotechnical engineering evaluations of the proposed site development and developed our geotechnical recommendations for foundation design, site grading, drainage and observations during construction. 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 have recently performed a geotechnical eva'uation for new development of the adjoining property to the west). At the time of our field exploration the properties were developed with residences and out buildings as shown in Figure 2. The topographic mapping included on the site plan of Figure 2 indicates that the subject properties generally slope very gently down to the west/southwest at gradients that range from only about 2 to 7 percent in localized areas and the overall average gradient across the site is only about 4 percent with an elevation difference across the site of about 14 feet from northeast to southwest. We noted a small (less than 10 feet) but steep slope adjacent to the south property line in the central area of the site (south of TP-7 location) which appears to be a cut slope created for development of the adjoining property to the south. The site was well vegetated primarily with grasses but also included shrubs, fruit trees and evergreen trees up to about 3.5 feet in diameter. We did not observe any seeps or springs or evidence of current or past erosion on the site. Project No. 13-103-01 Page2 KRRV Development, LLC March 26, 2013 Subsoils Our evaluation of the subsurface conditions was based on our observations of nine exploratory test pits within the site plus review of published geologic mapping. Approximate locations of the test pits are shown on Figure 2. Logs of the 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 located at the northwest corner of the site. Fill soils were silty very fine sand with occasional gravel and were only about 1 foot thick at that location. We also noted an oil tank fill cap near the northwest corner of the existing house on the 3517 property which indicates another likely area of fill/backfill. 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 very dense and hard and cemented at greater depths. Subsoils encountered in TP-7 adjacent to the small but steep slope adjacent to the south property line were also natural soils very similar to soils encountered at the other test pit locations, ir;dicating that the adjacent slope was apparently created by cut. Ground Water No ground water or seepage was observed in any of the test pits. Typically the shallow soils on the 3517 property were classified as moist to very moist and the shallow soils on the 3603 property as well as the deeper cemented soils were classified as moist. The measured moisture contents of the soils generally ranged from about 7+ 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. 13-103-01 Page 3 KRRV Development, LLC March 26, 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 site 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. The proposed structure locations in the southern lots are 20+ feet from the observed small slope on the adjacent property to the south in our opinion that slope should have no impact on the proposed structures. 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+) hJve occurred in the Puget Sound and northwestern Cascades region since 1872 (141 years) including the 2/28/01 M6.8 Project No. 13-103-01 Page 4 KRRV Development, LLC March 26, 2013 Nisqually earthquake and it is our opinion that the proposed structures will very likely experience significant ground shaking during their useful life. 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 on Project No. 13-103-01 Page 5 KRRV Development, LLC March 26, 2013 the site is also considered very low to nil and the potential for shallow failures within the small adjacent cut slope to the south is also considered very low. 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 (such as backfill of tank or structure removal excavations), lean concrete footing extensions or pipe piles could be used to transfer foundation loads to the deep bearing soils in those areas. We have includetJ 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 Project No. 13-103-01 Page 6 KRRV Development, LLC March 26, 2013 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 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. Project No. 13-103-01 Page 7 KRRV Development, LLC March 26, 2013 Alternatively 2-inch piles may be driven using a 90lb 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 be observed by our office to verify the allowable capacity and refusal criteria for the production piles. 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 soils, 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. Project No. 13-103-01 Page 8 . KRRV Development, LLC March 26, 2013 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. 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>:1 (horizontal:vertical) within the un- weathered, hard cemented natural glacial till soils. It should be noted that the contractor is responsible for safety and maintenance of construction 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 01557 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. Project No. 13-103-01 Page 9 KRRV Development, LLC March 26, 2013 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 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 inches 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 ground 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. 13-103-01 Page 10 KRRV Development, LLC March 26, 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 provisions 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. 13-103-01 Page 11 . KRRV Development, LLC March 26, 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. Doolittl Principal Engineer Encl: Figures 1 and 2 Appendix A Dist: 2/Addressee Project No. 13-103-01 I EXPIRES 31!9/ Page 12 ref: Geologic Map of the Renton Q.iadrangle by D.R. Mullineaux, USGS Map GQ-405, 1965 " , SITE VICINITY GEOLOGIC MAP GEOSPECTRUM CONSULTANTS, INC .. Geotoehnlcal Englnaerlng and Earth Scl•na .. ProIX>sed Residential Developnent 3517 & 3603 NE 7th Street Renton, Washington Proj. No. 13-10 Date 3/13 Figure . . • ' I { I ) I ' // J . !NE,:.:.~,:I~~=.1l _l +--/ / --,--,---------r--' -.. -~-- ~\ ~ \ TP-4 \' ' ~:... \ ~\-\ \ .,, .:i!'~ \ :". ,:,;!,B;;ro:ffi:ff.'':--'-ct-t-,--t\\\,, al~ :.~ •J :;.• "'-., .•• 'c..,IIM \ WP-9 CJ0\"' \ \ : \. : ,, : __ ................. \ ' \ TP-"-~ 0 G. ....... , 70' ', . ' ' l ; j i ' ; .. ..... T ' i i ! . 't'p.:.:g • • TP-7. ' ', ', \ '·· ·, \ ' .~,,.:::. ,.:;· \ . \ . . . .. e SITE DEVELOPMENT & EXPLORATION PLAN Proposed Residential J:evelopnent 3517 & 3603 NE 7th Street Renton, Washington Proj. No. 13-103 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 test pits are presented on the test pit summary sheets A-1 through A-5. 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. ,, . TEST PIT NO. 1 Logged by JAD Date: 1/31/13 Depth Blows Class. Soil Description Consistency Moisture Color Elevation: 406' W(%) Comments 0-----------------------------------1 SM Silty fine Sand w/occ gravel loose moist dk bm FILL 1 2 3 4 5 6 7 SM Silty fine Sand w/occ gravel w/some cementation Maximum depth 4 feet. No ground water encountered. medium dense dense moist/ :6Yst ................... ·····---------- very erti el moist brown ....... J .... . brown to red-orown gray 16.5 TEST PIT NO. 2 Logged by JAD Date: 1/31/13 Depth Blows Class. Soil Description Consistency Moisture Elevation: 403' Color W(%) Comments 0 -.--............ ,...,,.,,,..,,.....,......,..-,---,,....--i--,,---r--~-..-...... --,-------11 SM Silty fine Sand w/organics loose moist .J~:m ... 1 2 3 4 5 6 7 SM to Silty fine Sand 1 6 , brown wi!ti occ. grave to very moist 13.4 ···m:dens-e-·· ··cemented················· -v: ·d nset · ··moist .. Maximum depth 3.5 ft. No ground water encountered. GEOSPECTRUM CONSULTANTS, INC. Proposed Residential Development 1517 & 3603 NE 7th Street Renton, Washin ton Proj. No. 13-103 Date 3/13 Figure A-1 ' . ' . TEST PIT NO. 3 Logged by JAD Date: 1/31/13 Elevation: 400' Depth Blows Class. Soil Description Consistency Moisture Color W(%) Comments 0 SM Silty fine Sand w/occ gravel moist dk brn 1oose -···-··-------· 1 -& abundant roots to 4" to brown -very 15.8 2-. . . . . . . . . . . .. . . . . . . moist .... .......... -medium grat ense ro n 3-............ ·············--.......... ........... ······· ... ·········· .... ·········----·-· ve~ moist gray -w/some cementation ~~efJel n " 4 - 5- Maximum depth 4 feet. - a-No ground water encountered. - 7- - TEST PIT NO. 4 Logged by JAD Date: 1/31/13 Elevation: 405.5' Depth Blows Class. Soil Description Consistency Moisture Color W(%) Comments 0 .. S!1d/9rna11ic;1! ...... loose moist ... dark.tim -········· ........................ 1 -SM Silty fine ~nd 1 3• to brown -w1 grave to very 2-................... moist . ............... -medium ense ~~ht own 10.5 3- -ci!'mented· ..... ·······------··· · Lgfnser "moist ....... gray 8.4 4 - 5- -Maximum depth 4 ft. a-No ground water encountered. - 7- - GEOSPECTRUM CONSULTANTS, INC. Proposed Residential Development I 3517 & 3603 NE th Street Geotechnical £naineerinn and Earth Sciences Renton, Washin! ton Proj. No. 13-103 Date 3/13 Figure A-2 . ' • TEST PIT NO. 5 Logged by JAD Date: 1/31/13 Elevation: 411' Depth Blows Class. Soil Description Consistency Moisture Color W(%) Comments 0 . . ~l)(j/e>rQa~icll loose moist dkbm -...... ---------......... ...... .... ............ 1 -SM Silty fine Sand w/occ gravel to brgwn to -& abundant roots very dark .... ! ....................... brown .... medium moist 12.1 2-----ense - 3-........... ............. ............. ....... ...... .... .......... ........ .......... cemented hard moist arav 10.6 4- - 5- Maximum depth 3.5 feet. - s-No ground water encountered. - 7- - . TEST PIT NO. 6 Logged by JAD Date: 1/31/13 Elevation: 404' Depth Blows Class. Soll Description Consistency Moisture Color W(%) Comments 0 ~tx. .. Graveni~~ir~~grto 3" loose moist gark -row.n ···················· ······················· ........ to ... 1 -SM Silty fine ~nd brown -w1 occ roots medium ---···························· .......... . .. !!OS.IL ... ................ 2-medium Bf~n 10.3 -ense 3-.. cemented ························ ... hard ........ ... gray 9.8 4- - 5- -Maximum depth 3.5 ft. s-No ground water encountered. - 7- - GEOSPECTRUM CONSULTANTS, INC. Proposed Residential Development I 3517 & 3603 NE th Street Geotechnical Enaineerina and Earth Sciences Renton, Washin, ton Proj. No. 13-103 Date 3/13 Figure A-3 " TEST PIT NO. 7 Logged by JAD Date: 1/31/13 Elevation: 403' Depth Blows Class. Soil Description Consistency Moisture Color W(%) Comments 0 .. ~()~/()r~.i11ici. ........... loose moist dk brn -······· ················ -·-··········· 1 -SM Silty fine Sand wig ravel bed- & occ gravel to 6" rown 10.2 -......... ...... ~9ht 2-············------· own -medium ense 3-..................... ················· ................... .. ············· -cemented v.dense/ gray 7.4 hard 4 - 5- Maximum depth 4 feet. - 5-No ground water encountered. - 7- - TEST PIT NO. 8 Logged by JAD Date: 1/31/13 Elevation: 406' Depth Blows Class. Soil Description Consistency Moisture Color W(%) Comments 0 .. ll<>dl<>rg,inic~ ........... loose moist gark -...... .................. .. .. JQWH .. 1 -SM Silty fine Sand w/gravel ................... l~t medium -with occ. gravel to 6" ense rown 10.8 2-·············-·· -B~tn 3- -······---------··············· ........ .. ··········------ 4-cemented ~fia"se/ gray 8.6 5- -Maximum depth 4.5 ft. 5-No ground water encountered. - 7- - GEOSPECTRUM CONSULTANTS, INC. Proposed Residential Development I 3517 & 3603 NE ih Street Geotechnical Enaineerina and Earth Sciences Renton, Washin, ton Proj. No. 13-103 Date 3/13 Figure A-4 ' . TEST PIT NO. 9 Logged by JAD Date: 1/31/13 Elevation 408' Depth Blows Class. Soil Descri ptlon Consistency Moisture Color W(%) Comments 0 1 2 3 4 5 6 7 SM ... Sod/organics Silty frnefand w/qrPcillel,, occ. g® es occ. ou er to 12" .~. ab~~~rt roots!~~: ..... Maximum depth 3.5 feet. No ground water encountered. GEOSPECTRUM CONSULTANTS, INC. Geotechnical ineering and Earth Sciences loose medium dense moist 8~~~ brn brown 12.2 wat ro n gray 7.7 Proposed Residential Development 3517 & 3603 NE 7th Street Renton, Washington Proj. No. 13-103 Date 3/13 Figure A-5 ~ • I ., Section 7: Other Permits None applicable at this time .. . .. ... section 8: CSWPPP Analysis and Design Toe proposed development consists of a 0.66 acre parcel (28,591 square feet). Toe 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. GEOSPECTRUM CONSULTANTS, INC~ ,-----· _, ___________ _ ......... ·--·--·---···--------------------'-'-'---'---'-'---'='-= c .. :c,c)technical Engineering and Earth Scic~nces March 26, 2013 Mr. Kyle Miller KRRV Development, LLC P. 0. Box 908 Ravensdale, WA 98051 SUBJECT: GEOTECHNICAL EVALUATION Proposed Residential Development 3517 & 3603 NE 7'h Street Renton, Washington Project No. 13-103-01 Dear Kyle, This report presents the results of our geotechnical evaluation for the site of your proposed new residential development on the subject properties. 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, erosion control and site drainage. Our work was performed in accordance with the scope and conditions of our proposal dated January 26, 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 subject two properties will be divided into eight new lots and the development of the new lots will include new 2-story or 3-story wood-frame residences supported at grade (no basements) on each of the new lots. The structures will include ground level garages with slab-on-grade floors. The ground floors of the residence structures may be raised floors with crawl space or may be 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 10 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. L _________________________________ _ P.O. Box 276, Issaquah, WA 98027-0276 • Phone: (425) 391-4228 Fax: (425) 397-4228 • KRRV Development, LLC March 26, 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. o Performed a reconnaissance of the site as well as observations of the adjacent developed lots. o Observed and logged nine test pit explorations within the two properties (see Figure 2) to depths up to 4.5 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. o Performed geotechnical engineering evaluations of the proposed site development and developed our geotechnical recommendations for foundation design, site grading, drainage and observations during construction. 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 have recently performed a geotechnical eva'uation for new development of the adjoining property to the west). At the time of our field exploration the properties were developed with residences and out buildings as shown in Figure 2. The topographic mapping included on the site plan of Figure 2 indicates that the subject properties generally slope very gently down to the wesUsouthwest at gradients that range from only about 2 to 7 percent in localized areas and the overall average gradient across the site is only about 4 percent with an elevation difference across the site of about 14 feet from northeast to southwest. We noted a small (less than 10 feet) but steep slope adjacent to the south property line in the central area of the site (south of TP-7 location) which appears to be a cut slope created for development of the adjoining property to the south. The site was well vegetated primarily with grasses but also included shrubs, fruit trees and evergreen trees up to about 3.5 feet in diameter. We did not observe any seeps or springs or evidence of current or past erosion on the site. Project No. 13-103-01 Page 2 KRRV Development, LLC March 26, 2013 Subsoils Our evaluation of the subsurface conditions was based on our obseNations of nine exploratory test pits within the site plus review of published geologic mapping. Approximate locations of the test pits are shown on Figure 2. Logs of the 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 located at the northwest corner of the site. Fill soils were silty very fine sand with occasional gravel and were only about 1 foot thick at that location. We also noted an oil tank fill cap near the northwest corner of the existing house on the 3517 property which indicates another likely area of fill/backfill. 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 very dense and hard and cemented at greater depths. Subsoils encountered in TP-7 adjacent to the small but steep slope adjacent to the south property line were also natural soils very similar to soils encountered at the other test pit locations, ir.dicating that the adjacent slope was apparently created by cut. Ground Water No ground water or seepage was obseNed in any of the test pits. Typically the shallow soils on the 3517 property were classified as moist to very moist and the shallow soils on the 3603 property as well as the deeper cemented soils were classified as moist. The measured moisture contents of the soils generally ranged from about 7+ 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. 13-103-01 Page 3 KRRV Development, LLC March 26, 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 site 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. The proposed structure locations in the southern lots are 20+ feet from the observed small slope on the adjacent property to the south in our opinion that slope should have no impact on the proposed structures. 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+) h..ive occurred in the Puget Sound and northwestern Cascades region since 1872 (141 years) including the 2/28/01 M6.8 Project No. 13-103-01 Page 4 KRRV Development, LLC March 26, 2013 Nisqually earthquake and it is our opinion that the proposed structures will very likely experience significant ground shaking during their useful life. 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 on Project No. 13-103-01 Page 5 KRRV Development, LL~ March 26, 2013 the site is also considered very low to nil and the potential for shallow failures within the small adjacent cut slope to the south is also considered very low. 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 (such as backfill of tank or structure removal excavations), lean concrete footing extensions or pipe piles could be used to transfer foundation loads to the deep bearing soils in those areas. We have includetl 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 Project No. 13-103-01 Page 6 KRRV Development, LLC March 26, 2013 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 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. Project No. 13-103-01 Page 7 KRRV Development, LLC March 26, 2013 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 be observed by our office to verify the allowable capacity and refusal criteria for the production piles. 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 soils, 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. Project No. 13-103-01 Page 8 KRRV Development, LLC March 26, 2013 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. 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.:1 (horizontal:vertical) within the un- weathered, hard cemented natural glacial till soils. It should be noted that the contractor is responsible for safety and maintenance of construction 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 D1557 maximum dry densiiy in pavement and driveway areas. Project No. 13-103-01 Page 9 KRRV Development, LLC March 26, 2013 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 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 inches 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 ground 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. Expose.d final graded soil areas should be planted immediately with grass and deep rooted plants. Project No. 13-103-01 Page 10 KRRV Development, Llv March 26, 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 provisions 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. 13-103-01 Page 11 KRRV Development, LLC March 26, 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. Doolittl Principal Engineer Encl: Figures 1 and 2 Appendix A Dist: 2/Addressee Project No. 13-103-01 Page 12 ref: Geologic Map of the Renton 0-iadrangle by D. R. Mullineaux, USGS Map GQ-405, " 1965 SITE VICINITY GEOLOGIC MAP Proposed Residential Dc!veloµnent 3517 & 3603 NE 7th Street Renton, Washington Proj. No. 13-10 Date 3/13 Figure 1 @i ~ -i. , \.T~.:.l ) \ t> -. _;:"":·, GEOSPECTRUM CONSULTANTS, INC .. • ,, l'''~"--·-··-h--- ' ' \J,: ,•. ···-..... 3·s··;··f\~~-.-.'j. : . . ,~~ .,, __ ~ · -I t ' -----·. -. ' \ J!. \ TP-5 •t--· __ .. _ -'.\ \ ·i ~ f' ~-.:: \}.'. ''\ t -: ' 11".<.' .i ~-~ \ r. :1 ;, \ .· ; I "\ :t \ ,: •I \~ ,'1 j:/t 1;,_. : .. ~ i \ 0 TP'-fl_ Q·· .......... \10·· I ' ·1·· \ • ..... -rP.:.:a• ?. . --·-----\,'-TP-°' i ,, ---·-·--··"-~ ', \ \ SITE DEVELOPMENT & EXPLORATION PLAN Proposed Residential Developnent 3517 & 3603 NE 7th Street Renton, Washington Proj. No.13-103 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 examinaticn, in accordance with the ASTM Soil Classification system. Logs of the test pits are presented on the test pit summary sheets A-1 through A-5. 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. TEST PIT NO. 1 Logged by JAD Date: 1 /31 /13 Elevation: 406' Depth Blows Class. Soil Description Consistency Moisture Color W(%) Comments 0 SM Silty fine Sand w/occ gravel loose moist dk brn FILL - 1 -brown J ......... ··································---····· -SM Silty fine Sand w/occ gravel medium brown dense 2-to dense moisU bed-16.5 -ve~ rown 3-most -ve~ moist gray w/some cementation ~;~;et 0 " 4 - 5- Maximum depth 4 feet. - 6-No ground water encountered. - 7- - TEST PIT NO. 2 Logged by JAD Date: 1/31/13 Elevation: 403' Depth Blows Class. Soil Description Consistency Moisture Color W(%) Comments 0 SM Silty fine Sand w/organics foose moist gark -.................... rown to 1 -SM Silty fine mfnd brown -w, occ. gravel to 6" very 13.4 2-moist -· ·m:dense--· 3---cemented -------················· · LCl'fnse/ --moist ........ ~!,';!'A'. Q" 4- - 5- -Maximum depth 3.5 ft. 6-No ground water encountered. - 7- - GEOSPECTRUM CONSULTANTS, INC. Proposed Residential Development r 3517 & 3603 NE th Street Geolechnical Ennineerinn and Earth Sciences Renton, Washini ton Proj. No. 13-103 Date 3/13 I Figure A-1 TEST PIT NO. 3 Logged by JAD Date: 1/31/13 Elevation: 400' Depth Blows Class. Soil Description Consistency Moisture Color W(%) Comments 0 SM Silty fine Sand w/occ gravel iOOSe moist dk brn - 1 -& abundant roots to 4" to brown -very 15.8 moist 2- medium -grat ense ro n 3-................... -veR; moist gray w/some cementation e~1iet Q " 4 - 5- Maximum depth 4 feet. - s-No ground water encountered. - 7 - - TEST PIT NO. 4 Logged by JAD Date: 1/31/13 Elevation: 405.5' Depth Blows Class. Soil Description Consistency Moisture Color W(%) Comments 0 .. $qcj/qrg<1n_ic~ .. loose moist ... cj<1rk. t>rri -......... 1 -Silty fine ~and to SM brown -w1 h gravel to 3" very 2-moist medium ~~ht -ense own 10.5 3- -cemented ......... ·············· · ~~$fffriser moist .... gray 8.4 4 - 5- -Maximum depth 4 ft s-No ground water encountered. - 7 - - GEOSPECTRUM CONSULTANTS, INC. Proposed Residential Development I 3517 & 3603 NE ih Street Geotechnical Enaineerina and Earth Sciences Renton, Washin! ton Proj. No. 13-103 Date 3/13 Figure A-2 TEST PIT NO. 5 Logged by JAD Date: 1/31/13 Depth Blows Class. Soil Description 0 1 2 3 4 5 6 7 . . . . . . Sod/or\janics SM Silty fine Sand w/occ gravel & abundant roots J cemented Maximum depth 3.5 feet. No ground water encountered. Consistency loose to medium ense hard Elevation: 411' Moisture Color W(%) Comments moist dk brn to brgwn very dark brown moist 12.1 moist ra 10.6 TEST PIT NO. 6 Logged by JAD Date: 1/31/13 Depth Blows Class. Soil Description Elevation: 404' Consistency Moisture Color W(%) Comments O -.--...... "'~""~"' ...... -G"'r-a-ve""'1"'"1i"'.~"'~"'"i""r~,-.~-.~ .. Pt_<J_4_'.'.-.. ----,.lo-t~-s-e--,--m-o""is""t--..-.-,g-ri""i-.n-........ --.... ----1 1 SM Silty finiit~~c roots a1ei1~n, brown 2 medium dense i:irav-orown 10.3 3 ··cemented · ····················· ··Nard · gray·· 9.8 4 5 6 7 Maximum depth 3.5 ft. No ground water encountered. GEOSPECTRUM CONSULTANTS, INC. Proposed Residential Development 3517 & 3603 NE ?1h Street Renton, Washin ton Proj. No. 13-103 Date 3/13 Figure A-3 Logged by JAD Date: 1/31/13 Depth Blows Class. Soil Description TEST PIT NO. 7 Consistency Moisture Color Elevation: 403' W(%) Comments 0---------------------------.--------1 ......... ~Cl~i<lrganic!l loose moist dk brn 1 SM Silty fine Sand w/gravel red- brown & occ gravel to 6" 2 3 cemented medium dense v.dense/ hard liq ht brown gray 10.2 7.4 4+-4---1-----------1----+---+----+---+----I 5 6 7 Maximum depth 4 feet. No ground water encountered. TEST PIT NO. 8 Logged by JAD Date: 1/31/13 Depth Blows Class. Soil Description Elevation: 406' Consistency Moisture Color W(%) Comments 0 -,..--.,---.,,....,.,..-.,...------~-,---~-,..,..-~..,...,...--,,---~----I ..... SC>q/C>rgsiniq; loose moist jfJin 2 3 4 5 6 7 SM Silty fine Sand w/gravel with acc. gravel to 6" cemented Maximum depth 4.5 ft. No ground water encountered. GEOSPECTRUM CONSULTANTS, INC. medium \?f.;"d1. dense brown 10.8 Qrav- Drown gray 8.6 Proposed Residential Development 3517 & 3603 NE ]1h Street Renton, Washin ton Proj. No. 13-103 Date 3/13 Figure A-4 TEST PIT NO. 9 Logged by JAD Date: 1/31/13 Depth Blows Class. Soil Description 0 .......... Sod/organlcs SM 2 3 4 5 6 7 Silty finefand w/qrfc~el,, acc. gem es acc. ou er to 12" .& abundrt.rootsto.3:· ... Maximum depth 3.5 feet. No ground water encountered. GEOSPECTRUM CONSULTANTS, INC. Geotechnica/ Engineering and Earth Sciences Consistency Moisture loose moist medium dense vclenser hara Color §~~~ brn brown gra 0 ro n gray Elevation 408' W(%) Comments 12.2 7.7 Proposed Residential Development 3517 & 3603 NE ih Street Renton, Washington Proj. No. 13-103 Date 3/13 Figure A-5 • Title 100% Locally Owned and Operated 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 .': ·,; ,-,-. SCHEDULE A 'if'-"\·: -~::::.I Order Number: 652301 1. Effective Date: April 19, 2013 at 8:00 A.M. 2. Policy or Policies to be issued: ALTA Homeowners Policy (02/03/10) ST, Homeowner's Policy Rate with Electronic Order Discount Proposed Insured: To Be Determined AL TA Extended Coverage Loan Policy (06/2006) ST, Lender's Extended Simultaneous Issue Rate (Purchase) with Electronic Order Discount Proposed Insured: To Be Detenmined Amount: To Be Determined Premium: To Be Determined Sales Tax: To Be Determined Amount: To Be Detenmined Premium: To Be Detenmined Sales Tax: To Be Detenmined 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: Endure Investments LLC, a Washington Limited Liability Company 5. The land referred to in this Commitment is described in Exhibit A. Rainier Title, Agent for Stewart Title Guaranty Company Brenda McCoy, Unit Manager Page 1 EXHIBIT A Lot 11, 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 granters 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 offirst 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 Y," 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. II. 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 th is 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 Page 3 • Order Number: 652301 SCHEDULE B PART II General Exceptions: Schedule B Exceptions appearing in ALTA Owner's Policy (6/17/06)--Standard Coverage and AL TA 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 @e to water; whether or not the matters described in (0, (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 utilnies, or for garbage collection and disposal. 8. Any @es 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 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. Page 4 SCHEDULE 8 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. 2. The property described herein is situated within the boundaries of local taxing authority of the City of Renton. As of the effective date herein, the real estate excise tax rate is 1.78%. General taxes and charges: 1st half delinquent May 1, if not paid; 2nd half delinquent November 1, if not paid. Year: Amount billed: Amount paid: Amount unpaid: Tax Account No.: Levy code: Assessed value of land: Assessed value of improvements: 2013 $3,224.42 $0.00 $3,224.42 801110-0125-08 2100 $166,000.00 $60,000.00 3. 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. 4. 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. 5. 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. Page 5 6. We are informed that Endure Investments LLC, is a limited liability company (LLC). A copy of the duplicate original of the filed LLC Certificate of Formation, the LLC agreement and all subsequent modifications or amendments must be submitted to the Company for review. 7. Any conveyance or mortgage by Endure Investments LLC, a limited liability company (LLC), must be executed by all the members, or evidence submitted that certain designated members or managers have been authorized to act for the limited liability company. 8. We find no pertinent matters of record against the name(s) of the vested owners. 9. The following conveyances were recorded within the last 36 months: Statutory Warranty Deed recorded under Recording No. 20130228002288; 10. Title will be vested in parties yet to be disclosed. When title is vested, their title will be subject to matters of record against their names. 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. 13. Notice of On-Site Sewage System Operation and Maintenance Requirements, and any terms and conditions thereof: Recorded: March 1, 2013 Recording No.: 20130301002097 End of Schedule B Part II Page 6 • • Additional Notes: A. Abbreviated Legal Description: Lot 11 Blk 2 Stewarts Highland Acre Tracts B. Property Address: 3517 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 AL TA 2006 policies, or in the case of standard lender's coverage, the CL TA 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. Page 7 Title 100% Locally Owned and Operated STG Privacy Notice 2 (Rev 01/26/09) Independent Agencies and Unaffiliated Escrow Agents i" . a' ~,.w.,,;,.~•mm~mmm>~,m~•~>~>~>~>~'-'™WWC,Y,, .~ .. ~,;-,,.~,.~-~-~-~,~-m~,~,~-~-~.w~·, ... 'L . .. ~,>M<m~,m~,mommmmmm,~>~>~»'-=~o=,w,c~,~,,,,~w,~o,,,,,w. "-"'"~"°'"''''''' ,, -~<·"·"~''''~· ·.,~ ,..,.. -~~~ ~ .~ . I WHAT DO/DOES THE RAINIER TITLE LLC AND STEWART TITLE GUARANTY COMPANY DO i I WITH YOUR PERSONAL INFORMATION? ' ; . I Federal and applicable state law and regulations give consumers the right to limit some but not all sharing. Federal and i I applicable state law regulations also require us to tell you how we collect, share, and protect your personal information. ! I Please read this notice carefully to understand how we use your personal information. This privacy notice is distributed I , on behalf of Rainier Title LLC and Stewart title Guaranty Company and its affiliates (the Stewart Title Companies), ! I pursuant to Title V of the Gramm-Leach-Bliley Act (GLBA). ! i I The types of personal information we collect and share depend on the product or service that you have sought I through us. This information can include social security numbers and driver's license number. I . '1 All financial companies, such as Rainier Title LLC and Stewart Title Guaranty Company, need to share customers' I personal information to run their everyday business-to process transactions and maintain customer accounts. In the I section below, we list the reasons that we can share customers' personal information; the reasons that we choose to ; share; and whether,1~can limit this .snarli:!liL •••• ,m, •• .•••••••• . •...... . .• ····---····---···········--···---· J For our everyday business purposes-to process your transactions and maintain your account. This may include running the business and managing customer accounts, such as processing transactions, mailing, and auditing services, and responding to court orders and legal investigations. For our marketing purposes-to offer our products and services to For joint marketing with other financial companies 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 companies. For our affiliates' everyday business purposes-information about your creditworthiness . ..................... For our affiliates to market to you .................................................................................•.•......•...............•............ ' For nonaffiliates to market to you. Nonaffiliates are companies not related by common ownership or control. They can be financial and nonfinancial companies. Page 8 Yes No Yes No No We don1 share Yes No No We don1 share Yes No No We dont share We may disclose your personal information to our affiliates or to non affiliates 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? We must notify you about our sharing practices when you request a transaction. f To protect your personal information from unauth:rized 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 I What sh;;;;;~-.:~·l limit? I We also collect your personal information from others, such as the real 1 estate agent or lender involved in your transaction, credit reporting ·-·-·-~ a9encies, affi~es or other~anies. -·---·-·-·-·---· • f 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. L_ ·-----------· ----------------·---' If you have any questions about this privacy notice, please contact us at: Stewart Title Guaranty Cornpany,1980 Post C)ak Elly~., F'riyacy_Officer,H_ousto_n_, ___ Tex.as .... 7?0?~ ..... Page 9 Title 100% Locally Owned and Operated Order No. 652301 8 211D9 8'6 8 -- 28109 I 0115 10 28101 or 10 2UDS S 0120 11 11 12 2BH2 S'P GOGO 12 286!12 I 0130 13 21118 s ~~ 14 IIOli5 13 -~ - 14 -... t N 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 itle 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 B 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 B of this Commitment accordingly, but such amendment shall not relieve the Company from liability previously incurred pursuant to paragraph 3 of these Conditions and Stipulations. 3. Liability of the Company under this Commitment shall be only to the named proposed Insured and such parties included under the definition of Insured in the form of policy or policies committed for and only for actual loss incurred In reliance hereon in undertaking in good faith (a) to comply with the requirements hereof, or (b) to eliminate exceptions shown in Schedule B: or (c) to acquire or create the estate or interest or mortgage thereon covered by this Commitment In no event . shall such liability exceed the amount stated in Schedule A for the policy or policies committed for and such liability is subject to the insuring provisions 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 contams an arbitration clause. All Arbitrable matters when the Amount of Insurance is $2,000,000 or less shall be arbitrated 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.!lwwwalta.org. Page 13 SCHEDULE OF EXCLUSIONS FROM COVERAGE The 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, Hens, 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 not modify or limit the 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 (6117/06) 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 10; or (e) resulting in loss or damage that would not have been sustained if the Insured Claimant had paid value for the Trtle. 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 RiskB.a., 14, 15, 16, 18, 19,20, 23or27. 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 Risk11or21 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 ALTA 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, ovel1aps, 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 ALTA OWNER'S POLICY -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 ALTA LOAN POLICY (6/17/06) and ALTA HOMEOWNER'S POLICY OF TITLE INSURANCE (02103110) No general exceptions appear in these policy forms. Page 15 Branch :LYK,User ;LKl5 • KING,WA Document OED WAR 2013.02:18002288 Order; 652301 Title Officer. TT Commen::: Es~rl1W Number: 1539923 F>led fer R.e::oro at~~! CII: RaJ.,,,-,,,. rrt11r, 1..l.C IW~DWIIIIIIMIIII 20130228002288 ltAlffIEt 1:TI,..E Utl 74 .1& PQ~I OF M3 1!2:1:lll/l"ll ll'etl icm:; CO;t.lTY. 1/R E2591689 e.2/2Jf2UJ 1S :SS ".fHrJ COOHT'I, Ullsl.632.ee $SIL.; :$215.~.h STATUTORY WARRANTY DEED THE GRANTOR{S). Ch.ilr'le,5 W. Switzler, 811 Ut1maniOO person and Snel(y l. riam as Personal Rel)reserrta:ive of the Est.ile of Glooa J. SwiUlr:r. ~sed. for ;1111 in CQn$Klerauon of Ten dol!.in;. ,1:ni;I Zero ,cenls [S10 00} ra.nd otll.ef gOOd ;:il\d va1u;;,ble-~ton~ hand paid, con~ey.s, and warra:'tls 10 Eni:Me i~esirrumt:s LLC. a War.hiog1or, Lim/led Li9bl1ity Company the following desoibed reat es\ilte, siluale<I in th Cor.inty of l<.l ,g, Slal-e ofWa.shiog1on: Abbrevialed l~af: lot 11 BIJo. 2 s:ewat:s Highland Acrn Tr.ic~ Tax Parc.!I Nt.lm!x!rts). ao1110-012s.ot1 o'"" fe'oNAt'f c:)~ .<2Ql.3 c~*s'!lJbr~r&H3~~~a:~~ ,;,/~ - Shelly L Mam as Pe-r$0..,al Representijti'le of the Es1ate of Glor1a J. Swit!.ler, deceased , --<'(ef «ed...,, m /*.-/ Ryt&-!".,.1,..n.~ Shelly L. Harn as P&tson.il Repre~ritati~e Notary Acknowlf:o'gments At!achl!Q Sta<ion Id :JHEC Page l of 3 Printed on 4,'24/2013 I 1:17:45 AM Branch :LYK,User :LKl5 KING.WA Document: DED WAR 20 J 3.0228002288 Order: 65230 I Title Officer: TT Comment: STATE OF Wasl'lill!:J;on COUNTY OF King I certify 111.,t J know or have sa11sfacrory eviditnce flat Sheffy L. H~fare) the persoo{s) who appeareo bafc<e rr.e. aod said persons js) ackriowledge(! that [hetiieilhey} ~net! this instrument am:I .ickn~gt! ii as the attomey in Far.t of CharlesW. Sw"'i!flerto be the rree,md vl)lunl.aiy act or~L'O'l ~r1~{ias) for the i.,ses 3rtd purposes meo!ioned in this 1ll!ltr11ment l certily lha1 I kl'IC>w or have H~s-faclory ev1d1m(:(!; I hat Sht~y l. H.am0are) the pe<:.or,(i;J who app;!atecl t:efore 111'!, end said p!fS/ms {!) 8Cl(r,owl~g80 ttiat (tl~heV) signed trus instrument ano. aclnowledpe it as the personal retireserrtalive c1 The EslllU! o1 Gloria J. Switzle:. ('.leoeased lO ~ th~ flee 3l'lll vo:umary :act of s1.1cn p.ir1y(1~J !or lhe vses and purposes mentlcl'\ed in !his inWtJrn&l'll Station Id :JHEC Page 2 of3 Printed on 4/24/2013 11:17:46 AM • Branch :LYK,Uscr :LK I 5 KJNG,WA Oocumenc OED WAR 2013 .0228002288 Order: 6)2301 Title Offic<er: TI Comment: E,:hibitA S•Jbjei.t to: 1. Re$Crv8'lions conlai~ in deed fr.:im the Northem PacifK:: Railroad CClmpimy da,ted September 6, 1902, recorded Seplember 13, 1902, umle-r Recording No. 241450, as follows: Rese!Ving ~rx:I exc:ep1ing 1rom said land& so much o,-svcti PoQons thoreof as are 01 may be mineral !ands or contain coal or iron, and also !he use and the riQht arid lilfe to the us!!" of~ surface ground a1 may be necessary for mining operations, .and the tighl of att:ess to sueh riaser,;l)d snd excepted min9ral lands. including la~s co:,taining co.ii or iron for lhe purpose of e,:p!orini;;, ot!lo'Elloping and wor!dng the ~ame. Thi:s exreplion does not reflect current owners twp of ssud mineral Rghts.. All covenar.\s, con6ilions, ,estrit;tion&, Telies-vations. easements or other servitudes. a any, but omitting restrictions, if any. based upon r.1-c-e. color, Cf?ed or national origin, di:stklsed try the reoordcd plat or Stewart's Highland Acre: Tracts. ~IQh~ or benefits, _if any. which may be d~osec by .tie reoorded doci,-ment(s) above End of Exhibit A Station Id :JHEC Page3of3 Printed on 4/24/20 l 3 1 I : 1 7 :4 i AM Branch :L YK,Uscr :LKI 5 ... -·-· -- KING.WA Order: 652301 Title Officer: TT Comment: RECORDED 8Y RAINIER TJJLE OROER ,-V?fl/1 )-3 RETURN ADDRESS SHELLY HAM 2:918 J6STFJ AVES.E. BELLEVUE. W ASlfINCTON 98008 Pl-prl~1~1ll!I), Ot'!'Pf' lnfo11>111i11n DIK'lim<mt Tit Ii:; Electronically Recorded 20130301002097 Pa•,1e IX!1 ol 00-3 031Jlf'2!H:!04·22 ~lrqCc:H.n(y.TI'A °'' NOTICE OF or-:-srre: SEW AGE SYSTEM OPERATION AND MAINTENANCE REQUIRDAENTS GnntGr(S) (Lu(, F"ll'SI, aDd !'t1u.ldk lDit;.)) Charks W. Switrler. Shtlly L. Hnm 11s P.errou11! R!Jln:sentati\lc tif tbc Esta re of Gloria J. Swi{Ucr ___ _ Grnmc.s{1) (Lm. Fine, MidtlJe 1,111,1) TIII:PTJU K A<ldl1io».l R..tom,,. 11, on~----· ----------------- .Lq.1! D<,stril)fiO.a r~tibrnialrd (Qr.,, lo«, l,lod!, p~I or3c.ak,J1;, 10.,.nsblp, nn11, qu;irlul~rccr) Lot J 1, B~k 2, SlcwarC's High bind Acre Tnicb, accordi...g l(J tlwe plat ther«ih«oc-d«.1 in Volwnt ,t3 :if Plats,~&~ 17, ,~rds orKi11g Couuty, Waslti11g.ton. A.s,i;wor's Property 1·u r~r~AUl»lot Numttu SOJ I l Cl.OJ z..,;;.(}S Addiliorc,I ~rr:,,I •• cm p•I.<' ---- Tl'w: "'~diterJRcc,:,rd<, will ric:l)"<lfllhc ,,r.'"ormlffion p1c~,:,d M V\11 form. 11"><.ttaff will Ml ,,;;,,d rt,.c ~-... ~i,;10 ¥<1'ifr ll>< .a«:,.T~cr"'=~lc1c:ru:il<>fL~t i!l6d<in11 in!oto,atrion .,...,.·it::kd '"'1'C1n. St!tion Id :JIIEC 7~.00 Page I of 3 Printed on 4/24/2013 11:17:43 AM Document" NOT 2013.030 I 002097 ' Bran<:h :LYK,User :LKi5 KING,WA Document: NOT 20 JJ.030 l 002097 fcm,i:;u ~1tle!UOICS.:, II•~ 1°* "'90120!$ Order: 65230 J Title Officer: 1T Commen.r: OCoi>Jn!lJlll{Oi NOTJC£ OF ON-SrT[ SEWAGE SYSTEM N~~I~ ~,~.,, OPER"-TION ANO MAINlf'NANC£ Rl!!CKlllteMENTS ea,.~""d Ann.:sor"s TJ~ Pue.I IOfF; ,80=1clleO--O=le2e>-oO,B _______________ _ 1. w.ie (pfinJ) Ctiark::5 §wittier and Glotif Syritzler • sre lhe ~ ot real p~ wi!l'li~ Kl~ 0.-.,ur;W. ~h iS 1$gally dHl;/ibe~ M follow$; Lot 11, Bto.:k 2, S11'W8rt1~ Hipl11od Ao:te Tr,et:h a«:ordlne to the pl:i1 ttier,eof rcoorded in Volume Oc.if P~U, pagc-11, retONh of Ktng:County, Wa.:shingtoo. Th• abcm1-dcscrlb1'd ru! property 111 tti~d by •n Qn-11t, isewage $YteelTI f'O:;s->,. J. nie Ci;,:je of ~ King J;ooo1y Board m He111th. s~r. ,:i.6(l.OC!5 i;:$1abli5tin Cffllllr> rfil)<)n,lb~itios. of lhe OSS OWM1' will'l ,.,~ to the ope,-ato, iii~~ m;;1hlenen.c::e c>l 11n Qrl,~ne S11W'11~ Sr.,WYJ. ,a,$ f~$: A_ The OSS o .. n&;" iS f.l!~itte for lhc conllnvo~:. P"'P"" <i)lerct\too ¥>d 1'!'1$~ ol lm OSS. """''" 1 081111:mine 1~,e !E'~I QI' ~,d:. and scum 1ft Qlll' wptlc :.mlr III toe&I Olll)1! tNefY irvee (3) ~e~ lo:-res:i:ien!lal S)'&tem wilt> oo gait,;,g,,:, grinder er,r,l i;,.-..c every yeor if II garbage girfflr ,e. mSW>led and, ,l,.lfliesi;. onier.w.e pr<>llided in YITTU\o;l t,y !he lwa1th ~er. O!IC(! O'>'Erl' year :'ur COll'IIJ'Weial&~ Employ 1111 ap,roved pvm!>f! ~ 1em,;w. 11w sef)tilpe lrom the lri Ydlero the ,e"el ~f aok:ls anti Y.:""'1 ir,i::lici;itu Iha& rem1111a:; ~necessa,y. Callie-J)reYGntr,e ma:i<'llt~l61Tl por1i::,rrnenco monltDl'ing ~ to bll <:tr,d,.,c::!~ 800 ;ony ir,d",:::IJll&d service to be perl'O(l'l'led by~ 11~proved I"'~ olt ll minmo.m !reQUe<lC'( m. ~ccordancc w,~ Tt!,b!,e 13.6(),,1 unless oUle,;wiH estab~Wd bf ltw nesllh or':<:EOr o.· tnt wn ..... noF """ <>II'...,-., lol~1nl0o<'"""o.'""1"""""""Mo<'fl0ri- "----· "1<1P<'OwY CO'Mlelclal,Mlr,t;r,.o,,~ Sy<t~"'l•) lo,;t,nojooa,(2) Too:Mall>W [3. ~ E.i~l'POm T~ (Ill ·-· ·-· ......... , ... ~,.,. ~~~ I -·~ ' ,~ ... ----.. ' -- '"""' .. '""' t:nryS:re---E,,..')'i-t,,i .....-,,~ I --,--lwrt$/MIIIJ\t i\'YN>J.\"\f ''.'_.~r,Lil;tr,t.od ~· -N· I :~Inf -·~ u,,..,.,...,. -""""'"" ••1o1""""' .,,..,.,,:,,nor __ ..,,. lns;,oc:- __ , ru .. fJ.Ci0-1£;,~-~ ll) 1hon!<arlmp<l<:l;M,.lo~~.sl""!imo-l-Jn.11cMdk:~o:c,.cl!ley. '2J ~0........1~11'1duC1es~S'JS-ti:ll'IOllf'OS,_.l~w,tJCll'lle/1¥>C;P'n:,'"<lil.l.oiDuli<lfl P) Prlli)tllllry lt-~· ..-cllld~ w<h ~ •: 1<.V.. C-""°" u~-lklw Tille~. M11¥llt:> pl'dc MO I•~ tl'II --~. l•J ,., -tn -~ (~lfc ma,r,,-cl'io0,45 l'tQ-.t!tlo 11/""""" ltfW<I ~~ ,.,.i, 0 ~·~· ;r.--•<me ~al urwl. ~ • -.,M:!I ()UM1 tHIIIII S.~ II() l'l"W! c.ou," ~~e<!. ~" lll'lfl '-J>O'l"ach~-1:,,r,e~oft.o;,1"'_._~,.SQl<cn.pll>fll.611. (~) l~i,l· 1J,ij~1 !Pf<>litl; W: lllt'li!!lR7> oe,;,.....: ,r,or,ilc.'i),) ,--.r /1. =~ ... ,;,,.,c,,: mo<l<IC>rnJ ~oq~..e,-S1i;1j ~ ...,o,~.,,,,.,._oi .. ,,,. ~l 1tw;;,r,on11~n};sin8d4lill<>o.:,;lhol,o:q"'"""1c,,.-..OGS,..,..fl'oi1'het,u:lili,..,n......,i...e:°"',i.:<-"' ""°"' Noie ~b(IUt Moni!Cotlng, F,eq11eney: 1't,e •tic,114: ~ re1!('!ds Iha Y.iog Counly 60H TIUll 13 a::de c1a1e~ Se?cetr1W 2006,. Th& Kiny Coon1y 80H Tl14 13 c:odt is. wqGc1 ro ~ Station Id :JHEC Page 2 of 3 Printed t)IJ 4/2412013 11:17:44 AM , Branch :L YK,User :LK 15 KING.WA fQm,2l(.I S-r!/ol<>IICl!OIOSS ""'--P .. l~~ Order: 652301 Titre Officer: TT Comment: ~200'.l llOTICE OF OW-S.rrt': SfWiJ.GESYSTEM .r,;''!:._"7"~~f~:~~ OPERA.TION AND MAIHTEHA.NCE REQUIREMENTS ""''"' 4, Operate am mlli~tlin &Ir OSS in ~nee Vrilh 1'1'1111Ue, wilt> pe/11....,"1 .,u.-,ma~v& i.y:;1Cl'l QUicl!llirws l"l.led by 111.e D0tt [Stlll1e d WMhinglen Da~&l'ltn&."ll of Hea'thl and w.lh ltie •PP"(lve(I OS$ o.wier's D~tae1$1 and majr,l;onllnoe ffl$tl\lctl0n ,,1;mua1. &. Pro\od tlll! O$Sarea rtacii.,dingtl\ereserve -a~: Ccver by t.:rw:iur11, o.~ • .,,.,.~ m,11eMt: b. Surfsce d"rair.ag,11": "· Soi!<.QmJlec.lion. for-pl,,. b)'~l,r<lf!">t: Of ~vestock: err:! d. OamllSl8byJe-il~•l'll1";r.doaJtie181ion ll. Mail!blln ltie ~ c! sewage ti) lhil, OSS 111 QI bekiw 1h11 approved design both In qu;l'l!rly a!'ld wa..ie olr•f1filh· r Dico:I dreins. :w,;h ai TODli,:q or roof drain,_, LT~~ aiea..,hore lhet OSS ,, l<Xa1'illS. B Th-,.owoor.sl'811:ll::14!ioW: 1. u~ 01 inlle0Uci1on of SIJ""'(I ba!es. 9,11',::,ng, l'Ods or organic 50l~ts 11'11<1 ~n ass 10t tile Pl'(J)l)St o1,~,.~ cie.mirig: 2 use or sewa~ sysiem addillves units& ~ is $POCficallr ap;ifO\f~d by 1he DOH: er 3. U;e, ut ;n OSS to C$po5't of waste campOl'lel'JIS. ~t)'PiQll ol ~51dfn~81 l'/8$\~r. !,:,r ~~itmpje, bill riot (ffl~IC 1::1. petrcieiJrn. prodUC:1$, paln:S. :solvent~. er pe:sti,;ldes 4. ~ota about Op,t,nlion and M.lirrton1noe PfOQ~m Ftt: R~ and Reg,J."allm!;; 02,01 . .imelldl'nlY.I! t,;, 1M VC11W QI tt-e Kin:) eounty a.t>e,d al Health, elal-., "Al \hit llffill" of saie or tran$1...-of P,OJ)()ft',' cr...,,1'1$hip, !he buyer o• h"'-i&ree (II, proP8<tf ~ by an OSS ihoU forw;;ird w ~ l,eallh cifli:,;i1 11 /.e-11 as u,; Mh Jn tfle lee sc~d~1 and 1ij~~ a sS~ ;:or,y o• the r,olj,;e, <:in lillc n o;e1 f.:inh "'· SecOO'I 1356.054A" This rN 11 s.40.Q(l ~ I.ht' twt .... a11d Reg~a1lo<I$ 02-0~, -effll<::1....., .Amo 17 ""' Station Id : J H EC Page 3 of 3 Printedon4/24/2013 ll:17:45AM Document: NOT 2013.0301002097 ' ,. , I·.· . ,1· . . I~ ! '. if ~ 1F[WA~tf '® ll={J~©[}{]l~fNllQJ ffe\©[R<~ iF~A~ii~ THE NORTH t OF THE N.W! OF THE S.El Of SECTION 9. T ZJ N. R.5 E, W.M. NOVl!M81!~, IJM.6, UNPLATTED " i • T • • .. • " " -::.:::·:-;~:- .. I . 2 l • • .. • • ; UNPLATTE!) ... _,...._, _,,.S, /fW ,II,, w/M.~oF~sN~-1hiiob--~ ~.,. otH4't' Me Ifill§ P/dlmln~ t:o,,,,,,;,»Jon lbb ,. "' "'5,-a" -~6. . .,~~n~e.-~~C :--~-__ :,'zgzR.Jg,:.f .. .,.,,..,__,. Plllrl~ni«rontl~~ ... F'l/ed 11:r,-,o,d°"""' 19fUNloFIM_tlow,/,,-.,,,a,.,,boi,,, /hi, .!I a!J!/of ,,Dae.. ,A.0.IS,,U,.,f#F,a• ""'1uln~ <" 1K l"I# Of1dnlOOl'dii:l'1,Jib+.i..neA3 ol~Prlga If 1/iWcot'TA oF Iring Oou'll!J 1 WOM1".5lon, "Y,;;;;.,'7i~~~---;.-~;..G""ou~ii..;r,w,--:._ -----+ EJtaminod °"""f'r--l--LJ.!J.d,y ol./),u.14.111, ---'"'· 1946 l?OV J . .STOA'n CIVIL. !N61Nl!.l!li ----+ 43-17 ' ' ···~~-, __ , ........ ,.. •• ,<". __ 11_.,,. -•~•f J:.-. . ... ~·-"'· ..... -· -( ,.., I "•.!,·, -,,.,,,,,., y , . " 7 ": ?J _,,, r AFFIDAVIT OF INSTALLATION OF PUBLIC INFORMATION SIGN C~y 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 I.! 16 \/ LE. M I LLE 12'., being first duly sworn on oath, deposes and says: 1. On the J"!J1"H day of AP(Z.,J L , 20J.3_, I installed / public information sign(s) and plastic flyer box on the property located at 35/ J: NE -=,.rH Sr g£NTON for the following project: 7,H .3-re.E.rr l€Nre.a-, P4e::r Project name £f'.ID11rze:: INv£srroE.NTS I Le_ 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. z~ SUBSCRIBED AND SWOB,Ntt{he ' ,, ... ,: t {f:·.·· .• -~ / . H: \CED\Data\F onns-T emplates \Self-Help I landouts \Plannin g\pubsign. doc -3-03'12 RECEIPT EG00007454 BILLING CONTACT REFERENCE NUMBER FEE NAME LUA13-000514 PLAN -Short Plat Fee Technology Fee Printed On: 4/25/2013 Prepared By: Elizabeth Higgins .-r . " City or . . .......... . .rl~r1rci.r1 TRANSACTION TYPE Fee Payment Fee Payment -··-· ·~ .,.,. -"4 :J ---1' Transaction Date: April 25, 2013 APR 2 .t, lUJJ PAYMENT METHOD AMOUNT PAID Credit Card $1,400.00 Credit Card $42.00 SUBTOTAL $1,442.00 TOTAL $1,442.00 Page 1 of 1 r ----- L_ L -' ------ ---· L - Zone X X (Sl,aded) --------- FLOOD ZONE DESIGNATIONS The ilood insurance risk zone wi1ich corrnsionds lo areas outside the 500-year lloodµlai1t Tile llood insurance risk zone which corresponds to areas outside the 1 DO-year floodplain, areas al 1 DO-year sheet flow flooding where average depths are less than I loot, areas of 100-year stream flooding wliere the contribuling drainage is less than I sq. mile, or areas protected from llie 1 DO-year llood by levees. No BFEs are shown within this zone. f I ----- Limit ol Detailed Study I _r ,- 1 I i I / I I ! I / -___) I C ' ' D ' I I - E 0 0 0 ' \\J :o 1i I i ---11 --r -. \' ;: ' ' ' I! 0 i\ ' . I ·,'c=J ' Cl = C ' I i;--·--·1 ' f, -----·· \ ! i ' I \ " ' \ .-- Zone X (Sliad~d) I \ ' ' \ ' I I ' ' , I, ,,.,.· _ .. -/ <--------_/ CORPOR/1\E BOUNDARY_ -/1 -- ----· -_;! / ' ' • l ' ' / ',\\ ,, ',, ' '\ " \ \ ' Noto: Different cross-section orientations wer used downslream of Interstate 405 for the 500-r floadploin. Only those cross-sections corresponding to the 100-yr mapping are shown. -----------~--__,----~ \\o 0 Zo eX~) D a ,c o. ·. '1 .. I. ¥' ·o,___ 2o 1 \I: · \ , ' I ·,· \ \'· \'·. ·0,\ ( ----. ' ' \ ·, ' I "I '.t, ') \' I " \ ', ' ·, ;;:g Zone AE South Boeing "' Br!ilge ', ' ,_, ,,. '., ;- // / / Zone X (Shaded) u \~\ ' L------. 0 \ \ '--'" Si. 0 LJ . I: iJ !- ; ! ' ' ' '' ; ' Limit of Sludy Zone AE The flood insurance risk zone which corresponds to ll1e 1 OD-year floodplains, whicir are determined by detailed methods. BFEs are sl1own wi!l1ir1 !his zone. Zone AH The flood insurance risk zone whicl1 corresµarrds to lite 100-year floodplains, wi1icl1 are determined by detailed methods. BFEs may be sl1uwn witl1in this zone. Tl1is zone has has flood depths ol 1 lo 3 II, usually with areas of ponding. Zone AO (Depth 1 ') The flood insurance risk zone wl1icl1 corresponds to the 100-year floodplains, whicl1 are determined by detailed mell10ds_ Tit is zone lias shallow flooding will1 deµtl1s ol 1 to 1.5 II. Zone X DATUM INFORMATION Horizontal Datum: NAD83/91 Washington, Nortl1 Zone Vertical Datum: NAVD 88, Ft Vertical Datum Conversion: To convert from NAVO 88 lo NGVD 29 Subtract 3_56 Ft from NAVD 88 Elevation. Zone X Zone X (Shaded) j\ / ( ; '{ I • ~ I il ~ . '.ti I m 2. I • Zone X I • I • I 0 northwest hydraulic consultants inc. 16300 Christensen Road, Suite 350 Tu kw i I a, WA 9 81 8 8 2 0 6. 2 41 . 6 0 0 0 ' ( ' Work Map I 500 LEGEND ----Channel Centerline Floodway Boundary ------100-year Floodplain Boundary 500-yeai Floodplain B01Jndary ~ Base Flood Elevation ©--------0 Cross-Section ------Corporale Boundary • ERM-1 Elevation Reference Mark Scale: 1" = 500' .., 250 0 500 I fl 1000 City of Renton, Washington Apri I 7, 2006 Plate 1 of 2