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HomeMy WebLinkAboutReport 1I , r """ 0 'i'!il ~ C ~6:::;! I ·Uli ! l I ! i ,. I ;; t i l!i! ~ ~ cl :l ~ !~J i I I ! i I ~ i . -r _?!'. "'D ;u I ' i~ ' !,1,, ' ' .. 1iU! ~ 0 :E > m ! ! 0 • ~ I rt· I j 8! ), -I ~ ii • 1 I ' m ',Ii i !,r~! ~ ~ ! ' " a I iH1! -~ 0 . ~~ I i I h ' " I i ;P,J ~ z ii~~ ,, I ' ic m ~ 11 j I ' ·1;r ' 's :i'! 0 :::. ' z ,1 h~d ; l~i·i • 0 ! ~ ' ~ ! ! -I ;u ~ )Iii! l Iii / I I il•!i m !i!' ;q . I < • I i~r § ' 1 1 Iii' •l!·i • ~ ii • U1!1 ~ 5 ' 1i1i ni 11 ~~ ~ l I, • " m ~ ii,: =~ r·I- a o< j' ! i,• i 1 ;nn I i i ! 11jP! I I~~~~ I I JI. i ~~!il ~ ·1,, ' ' " !i • ~ a I i i liHt ! j IUil I 0 ~~~ ; ! )>-I~ I . 5 1-•• ! 0 did~ z i I 11 hi·I ; I i l!il! ! pu~ i Ilg! 1 1 1111 :ll·1 • 11'!1 1!j i!jlj d,! r~I-! ,' I!~ i @, .(0"96 ~~ ·:~ 9P ,a ~, ,00"96 .IN3N35'1'3 .1..1.nWl CN'o' SS30:l',' ,9Z "· ~ ~ 3 "· § ~ • ,.. ---- uu ,96'56 ' ' ' ' ' ' ' ' ' ' ' ' ' i's :~.' 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I" ~-; J;o.oo IAA-F~Rla ~RAIN / ~~ n.~ ~ i'?it& E~ fil bf -~~ \/AULT (TYP.) , -d VAULT Of!.IJN JB0.00 GATE -0[£ MIRA-F~Fl,C ~IN ~&·\,!;&ih OF"' 1£-.lll7.50 jf?' ~TE~L 1fuw•mw.e1 [ <W.VANIZEP / R,,_.~404.10 Cc::'~- TOP OF VAULT.,J99.67 ,-,.·.--:;::Qfill·WN91 OYEAfLOW•J96.00 4" fl BOW flFY~]!l4.70 W/ 3/4"• ORlflCt air1~4 pg1f1l\l 59 ~11 0 PER CITY Q[TAIL fB02g !'I ~Dffi::11M~r-10550 f'--..o· wo __ oorroi.-JSJ.50 ,~: :''.,_-~ k---INSIL!E..aa.o· _H"• ~.;~~l-~HO~ ··i;'J-:·, Q.__6" LOT ORAl!>I IE•J~7.50 I i ~ 12" ~E FROM \ -cefJ. 1E~Jaa.5o : '11>,~-)STO!'~ ·ce..'.:,;'l.::~, dj.WODO ,; '• 1i 390.00 :~ =.oo CROSS SECTION -VIEWING WEST CROSS SECTION -VIEWING SOUTH 400.00 =m - GRAPHIC SCALE ~o i" GRAPHIC SCALE l...W" T 390.00 ~ /,hd-XJIHI ,"' .,..,,,. .. ,.,,,. l _..l' .,·,o. r·,T~i>.',~''"U' \11·11_ :~:;;~-~~: t.' ~:;;c.":',:.-;" .J ,, ~---... ... .... "',.,.. 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"ti m ~ T < m T • ~ : 0) 11 I" ~ m •. . ~ ~ 1·1·1l1i ' !,,,, .. ;-. I • ... ii " ~" 'il ,111111 :,!! !! 1 l '' ,,!,°, ' I 0 i ' ' i Ill II! ' ; • i I': ! : -'. -t;-,'·~'-- -'111,, 8' Cr,, ..... ~ " _:, 1-·! I>< >< > '- I ' ij~ HI ~I '~a -~ h !i ii '' ~~------- ; REVISIONS - ~, J 'II' 'Pjl 111 ~ i I P, ,· '111 !111 1'1 ii 'i i!: 111 M 1!1 ii I jl J ,1 ~ I ~ i I; 1111i 1ii1 1:j !•1 I ii 11 111 1d 1!1 II! I ! !,11 111111 11 · i ,111 ,, Ii lj 1 1111 Iii 11 hi ' !I i !1 ·1 l 1111 111 Iii I ! I 11! ib ii ii ~· ' • / Q / ' ' ' ,'/.,.------- 1 11' II I ii I I I I !. '! l ' j! ! 1111111 II !, ' • ' 1, 'i !• I ii ' •i i,, • lj , I I• i I ,hj ' llii i ~l~i : i·l1 • 1jr I , I = I , 1111 ,,ii f" .. !!, ' TOPOGRAPHIC SURVEY KRRY DEV, U.C 11513 NE TJ1t STREET RENTDN,WA.11151 ! ;1, • ;m~ I !'! I ! 111 ! 11 i 1! I. i 'I i ;cl ll f 1 ~ ·+· ~\tftt/ ·.-~1'[/ U.; M , ~:11 ; ijij I !/ " ' ., I Ha ·-·-- ·' :::-·. .. I ! 2\>;_.· )·· I ' l ' / .. '·;' iiP·'. . f ,.-. r .. :\ ' (i.! /1''-. ' --· ------·---· ; . ' ' NW 1/4, SE 1/4, SEC 09, TWP 23N, RNG SE, W.M, TOPOGRAPHIC SURVEY KHRVDEV, LU: ms NE TTH S11U:ET RENTON, WA 1111511 Q/! \ MONROE AVENUE NE -------~ 111, ---~--, I !I ' ' ' I T ' NW 1/4, SE 1/4, SEC 09, lWP 23N, RNG 5E, W.M. I 5 § .. ~ ~ 'l' A PORTION OF THE NW 1/4, SE 1/4, SECTION 10, TOWNSHIP 23 N., RANGE 5 EAST, W.M., CITY OF RENTON, WASHINGTON ITREE TO BE I RETAINED AND , PROTECTED DURING 'CONSTRUCTION (TYP.) I / . " \ \ 0\~\1 .-/s"Y /f"~, ~¢:,, ___\ l&i~'.-3~ ;);:,\ // ·:: ~~~J."~---~ ,{~ I J ----,,._~>- /-·-----' /R•' ~:·~ ~~r T1\ EASEMJyNT TO BE QBT,NED DEVELOPER \ '6 \ \ /'\ / _,.// TRY TO SAVE TREES ~ DURING CONSTRUCTION, TO BE [VAULTED BY CITY AUBORIST AT TIME or UTlUTY INSTALLATION ~ I [ID -- n• ~ N< ~ :M '4£ [;l :·~ • + §1 X/. [ill~ ,t /5(; ~ \¢i<: •-. i \:.~-+------------ ~ ' ~- I I , _____________ "'" __ _ X ' 13'1 I ~ I ~· I /j ', '{ / I .. --1 / 1·,-.r· \ :.--·-- 20'1 srw:c; f>,S_l_t,!(NI I 1 -·x -\\) UBLIC} ,; . ,, ~~+------- /: \1 >,._ '§ ~ ~ " / 22' s~o ORrvEWAY ANO -----______ / __ unuTY EASEt.!EHT '" / l (P~IYATE) .I I ' I I !,ill rill, ti- I '' ., ·{t 1 \ "I""'' mo"''"'"'"""/ • ~ ' I ! i 2se.5J' ,/ // -, /~ I -[ -·· ' / /- r.,;aoF~~gRS li9.il.ll CONTACT: DAllllEI.L Ol'PI!. P .l!. ·-· ·~~ // / ~y ; / 5V I Ol,l[ I "'I'll -.,..-......... - OA.orn.P.£. -0.l._~!!,_ -· I .::: •• I .:.:-.:.:. ~· ~ CITY OF RENTON ... orhj/ilalldlno/Pubk -.. ,,. ... ;o· ~ .,. GRAPHIC SCALE ~o I mcli -20 {,t,t/ l NE 7TH SHORT PLATS DONOGH HOMES/ ENDURE INVESTMENTS, LLC . ~-· --- - : "' ,,._,,1-· i ' ' ~ i ;g $ ?; ..:.=-.> -' i'l ' " " "' ! ' ~ J : : ! 1-" NE 7th EAST SHORT PLAT ~ · 1 ' I ·-~ ' I DONOGH HOMES, INC, ~ I I • -·~ UTILITIES ~ CITY OF RENTOK NF 7!!· FAST SHOW Pl AT RENTON, WA':,HING ON LJA 13 ??? ,..::'~ .... .~ ~-. ' I ~~· ~~~~~(l~-----____ J __________ ~-f. ,, I I ___ I_ I ' I ' -~--r:- ' 1'-c>\ I I ----· --•1 . I I ! I I 1 ! i!,. ~:i J-:,. , 1'.':~·~ I I I I ' I ' I: ,,; \ ! I • « J .......... ,., I I \l ', . -· . . ' ' ., ·... ____ 1-. ___ _. ______ L_ ,_ I~ ~----::..=.;.-,_._----~--------:::::'_ ~-"l.. L-.':::'···::::::::·········::'.....··lc'·._=--==='==~~~~~-~~~-;,.;\~~~Jhl;d;-"I IOS/,,/WU ~~ I • -, -~-,-,---- :-.. -· § 0 z g " m z ' C: j -------- ___ _____j__ • __ ____!!____ -- u. °'"" I '''°" _____ _J I i:F--.:. 1 i • §;; • i 0 ~ $ :l' 11 = -~ Q ~ "' ! ' ~ ~ ~ ] , , NE 7th EAST SHORT PLAT ~ F '1° 1· 11·1':~ DONOGH HOMES, INC. , TOPOGRAPHY WI TREES ~ CITY OF RENTON ' I NC 7th ::AS7 S,-iORT P·...AT RLN I ::)'.I, WASHlr-·G I CN I \IA \J -,,,,, --------- 1----C------- E "f!l~§i~ii ! lj,•!I;! ! hiiji!e ! !''' i'' 9 -<S~ili _.~a I is.i,,11 ~0111~ " ~ ~~~~~~~ ' !'ijl!l 1· !" ,.i',j• 11111,i ~h11§=< ~!ai§ilf i i ; ~ • QUEEN AVENIJE NE . ·+· • '!; ·1 ' 'I' ~ id 11iii 'i ' ···I ! ·1:i. I I h ' :i..,oiol ! 1! ! i1i11 i i ; I 'I·• ,. ,, :1 ~ 1r11 z· ' !! ! e . h!j 00 ' ·I! • ,-z I ~~; I I hn 11 ! I ;~~ 1' I ~~~ I I i ,~·111 :, ~ t!h ! 0"' a: ~ ~!':l!! ·r· i j! ri ! • hi' '1 i 'i '1 ! ' hi! l § 'i'' I i !!I 1. • --J11 ! ¥ I -UPI ! i ! ! .J, . , ; , ,,11 1 ! ! I ! I UU, 1 • I ~ l ' • 8 I e ' i ! 1 , i 11 , t El I!~ ,, ';j Iii I;, ~ l • II ~· ,, I ~· ~! ~ §i ' • • j ' ! ! ! I ! ! I IL ,, i8it~; 1·11· 1,: _! .,!5z .. 9""NOOW11"W'·, 11311.118' w ... cij \_ ~- ·1 ' ' ! j ' ' ' 0 I I I I -' > ! ~ • ; -~ I 0 i z • i • ! • I: I >--• G,ii I I ~ 1i .-1 u I 8 w w t ... I ~ w uii ' w i ~ t ' • ! z "' I - ..... ! (.) f-'! z ~ " .. 0 rJi ·l i,i iii w tu i8 I I 1 ·r• > ::. Wo 0 l!:ili It I ii 0 I "'"' I m I ~~ . ::> (!) Cf) 0 wo • ,.-1--z zo- 0 ,-z 0:: -w Cl "' a: 0 ~ ~ J: • Cf) 0 • (.) "' '" ~;~~ I "" I!' ~~! j ip· -, ~~ ~. -I ~ i§~!i ~ 0 ~·~2 z ¥l r~~8 ~ w.-a,~ I ~ ~j~~ ' ~ 1~~0 .:~ 2 ::, II',_~ -~ (l'J o:!::zls_ ~~h ... i !!!oaa i!:!H!:l! ' = I I ~ c-;'~~j~j :: 7H ;1-I . -'.:,-. ~ ( '. ., J I' l 1 1 , " ,, '· lt~,ll V,T- ( 011 NE: 7th 5fRl;l;f NF 6H CC,.RT • • li/'1 ..-1•(,iJ,C;o,, '~...0-." \\-'I'>",':! .,.,.,t)'lf•s~-'-""' --'b-~·!~la(; ...,.,,,.\c.....,,_,"" --}v.1 ,{ " 0 ,- "' ~ The Information Included on this map has been complied by King County staff from a variety of sources and Is subj ect to change without notice. King County makes no representat warranties, express or implied, as to accuracy, completeness, timeliness, or rights to the use of such information. t his document is not intended for use as a survey product. King Gour\ shall not be liable for any general, special, indirect, incidental, or consequential damages including , but not limited to, lost revenues or lost profits resulting from the use or mis use of the information contained on this map. Any sale of this map or information on this map is prohibited except by w ritten permission of King County. Date : 7/1/2013 Source: King County IMAP· Property Information (http://www.metrokc.gov/G IS/iMAP) M O N S E ,. February 13, 2015 City of Renton Planning Department DONOGH CITY 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, LUA 13-000514, 1 llltA! IIHS7, 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 --------------____ ,_ ---~--------------------------------~- ; ' "1 ~·; , , 1 : •' , , , ' • ' ' : .,. MON SE. DONOGH Below is o list of items included with this submittal by plat: LUA 13-000496 1) (1) 24x36 Tree Replacement Plan 2) (2)8xll LandscapePlansPerLot-2W,3W,4W 3) (2) Tree Retention Worksheet 4) (2) Narrative Letter -This document LUA 13-000514 1) (I) 24x36 Tree Replacement Plan 2) (2) &xi I Landscape Plans Per Lot -2M, 3M, 4M 3) (2) Tree Retention Worksheet 4) (2) Narrative Letter -This document LUA 13-00086 7 1) (I) 24x36 Tree Replacement Plan 2) (2) 8x 11 Landscape Plans Per Lot -2E, 3E, 4E 3) (2) Tree Retention Worksheet 4) (2) Narrative Letter-This document LUA 13-001131 1) (I) 24x36 Tree Replacement Plan 2) (2) &xi I Landscape Plans Per Lot-2, 3, 4 3) (2) Tree Retention Worksheet 4) (2) Narrative Letter -This document Sincere!~, / I ...... ~--~i / // . : l ,, ', ( Paul ry'lon~ef, Member Monsel(Donogh Design Group, LLC 2806 NE Sunset BLVD #F, Renton, WA 98056 I Tel: 206.612.8647 I info@monsefdesign.com I ---------------~ ----~----------~ -------~----------~-------- • :• '' ',, ' ' ' al ''.' ! ,' ' < • •,•' City of Renton TREE RETENTION WORKSHEET oD ~"1 Cs I l..ul'\ \ }9D \ \:;, \ 4-r~L--1Jl-,,l.,--rS L-.VA 1,--,!HD0'\-4& 1l-VAt3000514-,L-UA 1,-0 q 1 1. Total number of trees over 6" in diameter1 on project site: 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 1;µ. trees Trees in critical areas3 and buffers trees Total number of excluded trees: 2. 0(2 trees 3. Subtract line 2 from line 1: 3. {_Q \ 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. --~( ...,_~_,__trees 5. List the number of 6" or larger trees that you are proposin~-to retain 4 : 8 trees 6. Subtract line Strom line 4for trees to be replaced: 6. __ l~O~ __ trees (If line 6 is less than here. No replacement trees are required}. 7. Multiply line 6 "for umber of required replacement inches: I • ., .i 7. 1&2 ~ llte ,a#l inches 8. Proposed size of trees to meet additional planting requirement:"? 1., (Minimum 2· caliper trees required) 8. -~L .... ___ inches 9. Divide line 7by 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 per tree 9. _-q_v ___ 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 (AMC). -1. Count only those trees to be retained outside of critical areas and buff em. s. The City may require modification of the tree retention plan to ensure retention of the.maximum number of trees per RMC 4-4-130H7a s. Inches of street trees, inches of trees added to critical areaSJbuffers, and inches of trees retained on site that are Jess than 6" but are greater than 2" can be used to meet the tree replacement requirement. H:\CED\Data\Forms-Templates.\Sclf-Help Handoots\Plaoning\TreeRetentionWorkshcet.doc 12/08 ~) ) c/ . January 13, 2015 TO WHOM IT MAY CONCERN: Department of Community and Economic Development C.E.'Chip·Vlncent, Administrator Subject: New Plats and Short Plats in the City of Renton Please see attached new plats, short plats and multi-building developments that have recently been addressed. Some of these have been recorded and I am supplying a list on new parcel numbers with the new addresses. If the plat is not recorded (NR), I am only giving you the plat map with the new potential addresses written on it. Please add these addresses to your City directories and maps. 2001 Union Short Plat (NR) NE ih North Short Plat NE ih 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, Jan Conklin Energy Plans Examiner Development Services Division Telephone: 425-430-7276 #1:platadd 3307iLord Short Plat (NR) NE 7 North Phase 2 (NR) Ne 711, Middle Short Plat NE 241h 3 lot Short Plat (NR) Carpenter Short Plat (NR) Kline Stromberg Short Plat (NR) Lim Short Plat (NR) Lund Lotline Adjustment May Creek Court Short Plat (NR) Piper's Bluff Plat (NR) Rylee's Place Plat (NR) Sheldon Short Plat (NR) Woodebridge Lane Plat (NR) ZK Short Plat (NR) Renton City Hall • 1055 South Grady Way • Renton, Washington 98057 , rentonwa.gov -- ~ tr QA!'( -- / I . . I . ,· ; . . ·';·· ··-...... . . ~ .. -~--/ ' .. . ,r<J'l -.,,. : ---· ~~. . . __ ,.,~ ! . I I 1.------------a -·~- : 1' 1 ~ OONOGH HOMES, INC. _.. .. Cz»<Ti:-~,. LAYOUT NE 7th EAST SHORT PLAT RENTCN, WASHINCrON LUA-13-ffl PIO PSTLADDRI PSTLCITY PSTLSTA TE PSTLZI PS PSTLZIP4 PLATLOT 8011100130 677 Pierce Renton WA 98056 3844 1 8011100131 671 Pierce Renton WA 98056 3846 2 8011100132 665 Pierce Renton WA 98056 3846 3 8011100133 3523 NE 6t Renton WA 98056 3846 4 _, -· " - ~ --~ ~ • ~ ~ M .. -r ~, 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. W. ft, 4 7} square feet I 2. Deductions: Certain areas are excluded from density calculations. These include: Public streets** Private access easements** Critical Areas* Total excluded area: 3. Subtract line 2 from line 1 for net area: 4. Divide line 3 by 43,560 for net acreage: 5. Number of dwelling units or lots planned: -square feet ~~ square feet square feet 2. 7 q,e;;, square feet 3. ZO. 757 I square feet 4. 6-477 acres 5. units/lots ------ .. ~ , ... ~ ~ ~ ~ ·~ ~ ~ ~ • • 6. Divide line 5 by line 4 for net density: 6. § _ 'f = 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 Documents\Downloads\density.doc -l -03/08 ' \ \ ' ' ' \ \ ' \ ' ?' \ -?" \ ' ·- ' ' \ \ ,p' \ ---~--- -- !~ I q~ ~ -l 'Iii I .. l al - I I . --"'-------------l~U.:-------------•------------- 133ll1S HlL 3N ' • \ I . : ' I i ' L __ ii i '·I r 1. ' : I I ' ' • ! i El i __:J Department of Communi•y and Economic Development Construction Permit: U13005322 IVR Number: 13005322 Permit Information Permit Name: NE 7th Short Plats Address/location: 3517 NE 7TH ST Permit l\lpe: Engineering Permit Work Class: Construction Parcel Number: 8011100120 Appllcatlon Date: 10/08/2013 11/07/2013 05/06/2014 Issue Date: Expiration Date: 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. Contr1cts BIiiing Type Name Address Phone X Applicant KYLE MILLER PO BOX 908 B: (425) 432-5932 . ·--. KRRV DEVElOPMENT LLC RAVENSDALE, WA 98051 X Contact Darrell Otfe 13932 SE 159TH PL B: (425) 260-3412 Otfe Engineers. PLLC RENTON, WA 98058-7832 Contractor JEFF & CAROLYN DENNIS PO BOX 658 B: (253) 863-1208 DENNY'S EXCAVATING INC SUMNER, WA 98390 C: (253) 381-9096 Construction Contractor: DENNVEI033DS Business License Number: BL.036546 Owner Charles Swltzler 3517 NE 7TH ST RENTON. WA 98056 Owner scon OONOGH HOMES INC 1745 NILE AVE NE B: (206) 793-9424 RENTON, WA 98059 H: (206) 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. & Signature • Permission Is hereby given for the work described on this permit according to the conditions hereon and according to the approved plans and specifications pertaining thereto, subject to compliance with the Ordinance of the City of Renton • • This permit and plans must be posted at the Job site at all times • • I hereby certify that no work Is to be done except as described above and In approved plans, and that work Is to conform to Renton codes and ordinances. • Call (425) 430-7203 or go to: www.MyBulfdlngPermlt.com one working day In advance to schedule an Inspections and for ANY work In the Right of Way. • call 8 11 to locate underground utilities at least two full business days prior to any e,cavatlon • • 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 Calculations 1 Grading Plan, Conceptual 2 9n~~1n~ Ri~ri: i:i~t~ll#~~i::,:•. Habitat Data Report 4 Legal Description 4 PLANNING DIVISION WAIVE. JF SUBMITTAL REQUlf i/lENTS FOR LAND USE APPLICATIONS %1rtit§frn~imt1~iif Pmr~i~9n!!i~•::: <" , · Master Application Form 4 Mi@rrrftt1 t~~1~J9m~•B~rrmW@m~~11•t••·•••n ... Neighborhood Detail Map 4 ~Ian Reductions (PMTs) 4 ~~r Pms~:~@rPi#i•~i:m::::. fhis requirement may be waived by: Planning Division I. Property Services ' Public Works Plan Review I. Building JUL -2 /Oi.i PROJECT NAME: N' e.. 7 ti--,; /.k, IL r r LA T k Planning DATE: (p / 1... "7 I 13 ---"'-+,--'-+-1 -'-"'-------- H:\CED\Dala\Fonns-Templales\Self-Help Handouls\P!annlng\waiverofsubmittalreqs.xls 06/09 PLANNING DIVISION WAIVEF F SUBMITTAL REQUIRt ENTS FOR LAND USE APPLICATIONS t4NP usif rtRMit sW~MmliNt• :•:1:•It~ti~@ije'M'eNr$":i:1, Plat•Name Reservation 4 Wetlands Mitigation Plan, Final 4 Wetlands Report/Delineation 4 Applicant Agreement Statement 2 AND3 Inventory of Existing Sites 2 AND 3 Lease Agreement, Draft 2 ANoa Map of Existing Site Conditions ,AND, Map of View Area zANDJ Photosimulations 2 ANO 3 This requirement may be waived by: 1. Property Services 2. Public Works Plan Review 3. Building 4. Planning RECEIVED JUN 1 7 2014 CITY OF RENTON PLANNING DIVISION PROJECT NAME: NE:. 7 +--Sl-\or-T PL-AT J .r /17f:= 1 J,z.., DATE: _(:,..,;....:1/___;N-=.~--·L.,__,_ ____ r_ -'_ H:\CED\Data\Forms-Temp1ates\Self-Help Handouts\Planning\waiverofsubmittalreqs.xls 06109 Lot Closure Report -Lot : EAST PA"-'-'EL file-C: \Users\Eric Jorgenson\Desktop\Site\20131 I 3037KRRV-MILLER ISP\ West\6-6-2014\SP l 3037KRRV East.msjllc_EAST PARCEL.txt Monday, June 9, 2014, 2:04:27p.m. Starting location (North, East)= ( 183366.00, 1309740. 13 ) (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 183364.01 1309836.07 2 Line S00° IO' 17"E 298.53 No 183065.48 1309836.96 3 Line N88°51'18"W 95.97 No 183067.40 1309741.01 4 Line N00°10'07"W 298.60 No 183366.00 1309740.13 Ending location (North, East)= ( 183366.00, 1309740.13) Total Distance : 789.06 Total Traverse Stations : 5 Misclosure Direction : S71°50'10"W (from ending location to starting location) Misclosure Distance : 0.00 Error of Closure : 1 :262250.3 Frontage : 0.00 Frontage/Perimeter : 0.0 percent AREA : 28643.528 sq. ft. (straight segment added to close traverse) = 0.657565 Acres *********** Lot Closure Report -Lot : LOT 1 E file-C: \Users\Eric Jorgenson\Desktop\Site\2013\ 1303 7KRRV-MILLER\SPI West\6-6-2014\SP l 3037KRRV East.msjllc _LOT 1 E.txt Monday, June 9, 2014, 1: 15:39p.m. Starting location (North, East)= ( 183366.00, 1309740.13 ) (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 183364.01 1309836.07 2 Line S00°10'15"E 70.02 No 183293.99 1309836.28 3 Line N88°48'49"W 95.96 No 183295.98 1309740.34 4 Line N00°!0'07"W 70.02 No 183366.00 1309740.13 Ending location (North, East) = ( 183366.00, 1309740.13 ) Total Distance : 331.96 Total Traverse Stations : 5 Misclosure Direction : S89°49'49"W (from ending location to starting location) Misclosure Distance : 0.00 Error of Closure : 1: 122235.9 Frontage : 0.00 Frontage/Perimeter : 0.0 percent AREA : 6717.139 sq. ft. (straight segment added to close traverse) = 0.154204 Acres *********** Cot Closure Report -Lot : LOT 2E file-C: \U sers\Eric Jorgenson\Desktop\Site\2013\ 1303 7KRRV -MILLER\SP\ West\6-6-2014\SP 1303 7KRRV East.msj\lc _ LOT 2E.txt Monday, June 9, 2014, l:20:35p.m. Starting location (North, East)= ( 183295.98, 1309740.34) (In the table below, the Length of Curves refers to the chord length. and the Bearing of Curves refers to the chord bearing.) Leg Segment Bearing Length Front End_ Northing End_ Easting ------------------------------------------ 1 Line S88°48'49"E 95.96 No 183293.99 1309836.28 2 Line S00°10'15"E 63.02 No 183230.97 1309836.46 3 Line N88°48'49"W 95.96 No 183232.96 1309740.52 4 Line N00°10'07"W 63.02 No 183295.98 1309740.34 Ending location (North, East)= ( 183295.98, 1309740.34) Total Distance : 317.96 Total Traverse Stations : 5 Misclosure Direction : S89°49'49"W (from ending location to starting location) Misclosure Distance : 0.00 Error of Closure : I: 130085.6 Frontage : 0.00 Frontage/Perimeter : 0.0 percent AREA : 6045.626 sq. ft. (straight segment added to close traverse) = 0.138788 Acres *********** lot Closure Report -Lot : LOT 3E file-C: \Users\Eric Jorgenson\Desktop\Site\201311303 7KRRV -MILLER ISP\ West\6-6-2014\SP l 3037KRRV East.msjllc _ LOT 3 E. txt Monday, June 9, 2014, I :22:02p.m. Starting location (North, East)= ( 183232.96, 1309740.52) (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 183230.98 1309836.46 2 Line S00° I 0'15"E 83.02 No 183147.96 1309836.71 3 Line N88°48'49"W 95.96 No 183149.94 1309740.77 4 Line N00° I 0'07"W 83.02 No 183232.96 1309740.53 Ending location (North, East)= ( 183232.96, 1309740.53) Total Distance : 357.96 Total Traverse Stations : 5 Misclosure Direction : S89°49'49"W (from ending location to starting location) Misclosure Distance : 0.00 Error of Closure : I: 111169 .8 Frontage : 0.00 Frontage/Perimeter : 0.0 percent AREA : 7964.231 sq. ft. (straight segment added to close traverse) = 0.182834 Acres *********** Lot Closure Report -Lot : LOT 4E-A. file-C: \Users\Eric Jorgenson\Desktop\Site\2013\l 3037KRRV-MILLER \SP\ West\6-6-2014\SP 1303 7KRRV East.msj\lc_LOT 4E-A.txt Monday, June 9, 2014, I :32:07p.m. Starting location (North, East)= ( 183149.94, 1309740.77) (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 183147.95 1309836.72 2 Line S00°10'17"E 82.47 No 183065.48 1309836.96 3 Line N88°51'18"W 95.97 No 183067.40 1309741.01 4 Line N00°10'07"W 82.54 No 183149.94 1309740.77 Ending location (North, East)= ( 183149.94, 1309740. 77) Total Distance : 356.95 Total Traverse Stations : 5 Misclosure Direction : S73°37'35"W (from ending location to starting location) Misclosure Distance : 0.00 Error of Closure : I: 143782.5 Frontage : 0.00 Frontage/Perimeter : 0.0 percent AREA : 7915.719 sq. ft. (straight segment added to close traverse) = 0.181720 Acres *********** • Return Address: City Clerk's Office City of Renton 1055 South Grady Way Renton, WA 98057 Title: UTILITY EASEMENT Project File#: Property Tax Parcel Number: 801110-0130 Street Intersection or Project Name: NE 7th East Short Plat Reference Number(s) of Documents assigned or released: Additional reference numbers are on page __ . Grantor(s): Grantee(s): 1. Scott Donogh Homes, Inc., 1. City of Renton, a Municipal Corporation a Washington Corporation The Grantor, as named above, for or and in consideration of mutual benefits, hereby grants, sells and delievers to the above named Grantee, the following described personal property now located at: LEGAL DESCRIPTION: A PORTION OF LOT 12, BLOCK 2, STEWART'S HIGHLAND ACRE TRACTS, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 43 OF PLATS, PAGE 17, IN KING COUNTY, WASHINGTON; THAT PORTION BEING MORE FULL DESCRIBED IN EXHIBIT "A". ALL SITUATE IN THE SOUTHEAST QUARTER OF SECTION 9, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN THE CITY OF RENTON, KING COUNTY, WASHINGTON. Additional legal (EXHIBIT "A") is on page 4 of document. Utility Easement Page I of5 FORM 03 0013/bh/CA2-21-97 That said Grantor(s), for and in consideration of mutual benefits, do by these presents, grant, bargain, sell, convey, and warrants unto the said Grantee, its successors and assigns, an easement for public utilities {including water, wastewater, and surface water) with necessary appurtenances over, under, through, across and upon the following described property (the right-of-way) in King County, Washington, more particularly described on Exhibit "A 11 • For the purpose of constructing1 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 ·1s granted subject to the following terms and conditions: 1. The Grantee shall, upon completion of any work within the property covered by the easement, restore the surface of the easement, and any private improvements disturbed or destroyed during execution of the work, as nearly as practicable to the condition they were in immediately before commencement of the work or entry by the Grantee. 2. Granter shall retain the right to use the surface of the easement as long as such use does not interfere with the easement rights granted to the Grantee. Granter shall not, however, have the right to: a. Erect or maintain any buildings or structures within the easement; or b. Plant trees, shrubs or vegetation having deep root patterns which may cause damage to or interfere with the utilities to be placed within the easement by the Grantee; or c. Develop, landscape, or beautify the easement area in any way which would unreasonably increase the costs to the Grantee of restoring the easement area and any private improvements therein. d. Dig, tunnel or perform other forms of construction activities on the property which would disturb the compaction or unearth Grantee's facilities on the right-of-way, or endanger the lateral support facilities. e. Blast within fifteen (15) feet of the right-of-way. This easement shall run with the land described herein, and shall be binding upon the parties, their heirs, successors in interest and assigns. Granto rs covenant that they are the lawful owners of the above properties and that they have a good and lawful right to execute this agreement. By this conveyance, 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, executors1 administrators and assigns forever. TH IN WITNESS EREOF, s · Grantor as caused this instrument to be executed this/;/ day of Jw.iE 20J!i... Utility Easement Page 2 of5 FORM 03 0013/bh/CA2-21-97 Form 84 0001/bh CORPORATE FORM OF ACKNOWLEDGMENT Notary Seal must be within box STATE OF WASHINGTON ) 55 COUNTY OF KING ) On this I o>T" day of JUNE. . 20...11:i., before me personally appeared ,,,,,,,,., .. , ... .::-'' c'rlOA '12 ·,,, .::: \,,· ,,,,\\\\\\11,, ',, -((,, "''EJll'"'i. •• ' §" .§~ • ''\ .-i_ \ executed the within instrument, and acknowledge the said instrument to be the free ~ iif ii,r ...._,,.., ~ ~ ':;. and voluntary act and deed of said corporation, for the uses and purposes therein ~ :C ~ ~ , • ' ~ ,,j ei ~ mentioned, and each on oath stated that he/she was authorized to execute said ~ g \ 11•"" "§ ~ ~ instrumen and that the seal affixed is the corporate seal of said corporation. -, ~ '~.:, p .'o E :Z:: := '1 ,,,, A .. ·, .? c., ::: I f/j '!'.'' h,,. -',, '5' 1\1\\\\\\,,, .... -..t\' ~ -"'--CU.~',GC.,"'---''..L--'"--+--------------------1 1'• l'ArE of ,$" Notary Public in and for the tale of Washington ,, -:,...,"'- \I\\\\\\\''" Notary(Print) MJCHecce; L. C.HoA7€ ---.,"'0,.._~c.~o~~~-cU~=O~"~)~O~c.rt-c+----------to me known to be ti:es 1..12E NT of the corporation that My appointment expires: C,'{ I I la/ QOl?I: Dated: :r.:::: o.:1 E. / ;;> O I ' Utility Easement Page 3 of5 FORM 03 0013/bh/CA2-21-97 EXPIRES EXHIBIT A LEGAL DESCRIPTION EASEMENT LEGAL DESCRIPTION A PORTION OF LOT 12, 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 NORTHEAST CORNER OF SAID LOT 12; THENCE, ALONG THE EAST BOUNDARY OF SAID LOT 12, S00"10'17"E 229.06 FEET; THENCE N88"48'49'W 95.97 FEET, TO THE WEST BOUNDARY OF SAID LOT 12; THENCE, ALONG SAID WEST BOUNDARY, N00"10'07'W 26.01 FEET; THENCE S88"48'49"E 47.43 FEET; THENCE, ALONG A CURVE TO THE LEFT WITH A RADIUS OF 22.00 FEET.A DISTANCE OF 35.08 FEET THROUGH A CENTRAL ANGLE OF 91"21'28"; THENCE N00"10'17"W 180.53 FEET, MORE OR LESS, TO THE SOUTH MARGIN OF NORTHEAST 7TH STREET; THENCE, ALONG SAID SOUTH MARGIN, S88"48'49"E 26.01 FEET, TO THE POINT OF BEGINNING 7-10-2015 S!!t! ... SITE PROJECT# 13-037W SEWER, STORM & WATER PAGE40F 5 www.sitesurve ma in .com 21923 NE 11th Street Sammamish WA 98074 Phone: 425.298.4412 w N s GRAPHIC SCALE 25 0 25 ,--..i ; --1 INCH =50 FT. E 50 I I EXPIRES: 7-10-2015 EXHIBIT B MAP 1',>,.'\\,,..~ z c\~'11,,.s;,I" 0 "'>Y "'"' 0 ci' l'l'c :\ '' • Y..' ~ \,0 ~ ~\,,-,,_, ci -.,J ~ --- "-' <D OJ CT) q NE 7TH STREET N88°48'49"W 95.96' C) ~ 0 "' OJ w 0 "' LOT1 6,717 S.F. (0.154ACRES) N88"48'49"W 95.96 LOT2 6,046 S.F. (0.139 ACRES) N88"48'49"W 95.96 LOT3 7,965 S.F. (0.183ACRES) R=22.00' L=35.08' 0=91"21'28" S88"48'49"E 26.01' S00°10'07"E _,,,191ns;~47.43. _ ---2§.01_'_ 26' SEWER AND WATER EASEMENT NBS" 48'49"W 95.97' LOT4 7,919 S.F. (0.182ACRES) C) w 0 "' SITE PROJECT# 13-037E SEWER, WATER PAGE 50F 5 21923 NE 11th Street Sammamish WA 98074 Phone: 425.298.4412 ·------~ Denis Law , · r:i S City o(, -~~~--:M:ay:o~r ........................ 1 I)~, 'I._ -L~@J®illl June 10, 2014 Mr. Kyle Miller KRRV Development Post Office Box 908 Ravensdale, WA 98051 RE: NE 7th Street Plat 3506 NE 7'h Street Dear Kyle: Community & Economic Development Department C.E."Chip"Vincent, Administrator Your request to defer the final lift of asphalt in NE 7th 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 Administrator Pat Miller, Inspection Supervisor Jan Illian, Plan Reviewer Bill Wressell, Street Maintenance Manager Richard Marshal!, Surface Water Ma·intenance Manager Renton City Hall • 1055 South Grady Way • Renton, Washington 98057 • rentonwa.gov CITY OF RENTON DEPARTMENT OF COMMUNITY & ECONOMIC DEVELOPMENT MEMORANDUM Date: September 23, 2013 To: City Clerk's Office From: Lisa M. McElrea Subject: Land Use File Closeout Please complete the following information to facilitate project closeout and indexing by the Cily Clerk's Office Project Name: NE 7th Street East Short Plat LUA {file) Number: LUA-13-000867; SHPL-A Cross-References: AKA's: Project Manager: Elizabeth Higgins Acceptance Date: July 15, 2013 Applicant: Kyle Miller Owner: Scott Donogh Homes Inc. Contact: Darrell Offe PID Number: 801110-0130 ERC Decision Date: ERC Appeal Date: Administrative Approval: August 12, 2013 Appeal Period Ends: September 5, 2013 Public Hearing Date: Date Appealed to HEX: By Whom: HEX Decision: Date: Date Appealed to Council: By Whom: Council Decision: Date: Mylar Recording Number: i ' i I I ' i I ii ¥ ' ! n ~ '.I. i ~ ~ ' ii ! I ' ' ~ ,. Project Description: The proposed land use action is a 4-lot short plat subdivision. The site has ! the Residential Single-Family Comprehensive Plan designation and is in the Residential 8 zone. An 1 existing residential structure would be removed. There are mature trees on the site, but no known critical areas. , Location: 3603 NE 7th St. t ' Comments: I ' ! ._ii Denis Law. · ._. C"t f ___ :Ma:yor~-----... , r .. ·· l y O l , r\ ,~ c!. r l r r: \; t 1 ....... ~-. ~ ·-·· September 19, 2013 Darrell Offe Department of Community and Economic Development C.E. "Chip"Vincent, Administrator Offe Engineers PLLC 13932 SE 159th Place Renton, WA 98058 SUBJECT: Dear Mr. Offe: NE 7th Street East Short Plat LUAB-000867; SHPL-A This letter is to inform you that the appeal period ended September 5, 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 August 12, 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 considerntion. These comments will guide you in the preparation of the sho.rt 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 berequested 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) 430-65.81. Sincerely, Elizabeth Higgins Senior Planner Enclosures: Short' Plat Recording-Requirements; Property Services Comments cc: ScOtt Donogh Homes, Inc/ Owner·· Kyle Miller/ Contact Mike Moran, Stirn/ Parties of Record Rentqn CityHa11-.-1055 South Grady Way • Renton,Washington 98057 -. rentonwa.gov DEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT -------~rr ):_ '-f~'.-itry:lf 'r.·_._(: i_r_· f'~~ ---~-'J l~ ADMINISTRATIVE SHORT PLAT REPORT & DECISION A. SUMMARY AND PURPOSE OF REQUEST REPORT DA TE: Project Name: Project Number: Project Manager: Owner: Applicant: Contact: Project Location: Project Summary: Exist. Bldg. Area SF: Site Area: August 12, 2013 NE 7'h Street East Short Plat LUA13-000867; SHPL-A Elizabeth Higgins, Senior Planner Scott Donogh Homes, Inc.; 1745 Nile Ave NE; Renton WA 98058 Kyle Miller; KRRV Dev, LLC.; P.O. Box 908; Ravensdale WA 98051 Darrell Offe; Offe Engineers; 13932 SE 159th Pl; Renton 98058 3603 NE 7th St; Renton WA 98056 The applicant has proposed subdividing a 0.66 acre property, located at 3603 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 8.37 dwelling units per net acre. N/A Proposed New Bldg. Area N/A (footprint): Proposed New Bldg. Area (gross): N/A 28,692 gsf (0.66 acre) Total Building Area GSF: N/A Project Location Map Short Plot Report_13-000867 City of Renton Department of Con ity & Economic Development NE 7TH STREET EAST SHORT PLAT Ad ,trative Short Plot Report & Decision WA13-000867; SHPL-A Report of August 12, 2013 B. EXHIBITS: Exhibit 1: Administrative Short Plat Report and Decision Exhibit 2: Neighborhood Detail/ Zoning Map Exhibit 3: Layout Exhibit 4: Landscape Plan Exhibit 5: Topography with Trees Exhibit 6: Utility Plan Exhibit 7: Property Services Comments Exhibit 8: Street Addressing C, GENERAL INFORMATION: Page 2 of 16 1. Owner(s) of Record: Scott Donogh Homes, Inc.; 1745 Nile Ave NE; Renton WA 98058 2. Zoning Designation: Residential 8 (R-8) 3. Comprehensive Plan Land Use Designation: Residential Single Family (RSF) 4. Existing Site Use: Residential 5. Neighborhood Characteristics: Residential a, North: b. East: c. South: d. West: 6, Access: 7. Site Area: Single family residential use in R-8 zone and NE 7th St Single family residential use in R-8 zone Single family residential use in R-8 zone Single family residential use in R-8 zone NE 7th Street 28,692 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_13-000867 City of Renton Department of Community & Economic Development NE 7TH STREET EAST SHORT PLAT Administrative Short Plat Report & Decision WA13-000867; SHPL-A Report of August 12, 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: 2. Community Design Element: H. DEPARTMENT ANALYSIS: Residential Single-Family (RSF) land use designation Established Residential Neighborhoods 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 1949, 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 2). The proposed density for the development would be 8.37 dwelling units per net acre (du/a). Short Plat Report_13-000867 City of Renton Department of Community & Economic Development NE 7TH STREET EAST SHORT PLAT Report of August 12, 2013 Administrative Short Plat Report & Decision LUA13-000867; SHPL-A Page 4 of 16 The site has gradual slopes of between 2 and 6 percent (downward from northeast to southwest). There is residential landscaping on the site. Most of the trees on the site would be removed for the access road and house construction. One mature evergreen tree will be retained and new trees will be planted with other landscaping. Subsurface exploration of the site by Geospectrum Consultants, Inc. included excavation of five test pits to a maximum depth of 4.5 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. Natural soils consist of 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. In the opinion of the geotechnical engineers, the site would be suitable for the type of development that has been proposed. Surface water runoff should be, in the opinion of the geotechnical engineers, collected in area drains and tightlined into the storm drainage system, with no discharge to the ground surface. 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 oft his 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. Short Plat Report_13-000867 City of Renton Department of Community & Economic Development NE 7TH STREET EAST SHORT PLAT Administrative Short Plat Report & Decision LUA13-000867; SHPL-A Report of August 12, 2013 Page 5 of 16 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) 1. CONFORMANCE WITH THE COMPREHENSIVE PLAN; The site has the Comprehensive Land Use designation of Residential Single Family (RSF). Land designated RSF is intended to be used for high quality detached, single-family residential development organized into neighborhoods at urban densities. It is intended that larger subdivisions, infill development, and rehabilitation of existing housing be carefully designed to enhance and improve the quality of single family living environments. The proposal is consistent with the following Comprehensive Plan Land Use and Community Design Element policies, if all conditions of approval are met, unless noted otherwise: Policy LU-1S8. Net development densities should fall within a range of 4.0 to 8.0 " dwelling units per acre in Residential Single Family Neighborhoods. The proposed density would be 8.37 du/o. Density in the R-8 zone may be rounded up to 8.5. 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, os will frontage improvements along NE Th Street. Policy CD-12. Sidewalks or walking paths should be provided along streets in established neighborhoods, where sidewalks have not been previously constructed. Sidewalk width " should be ample to safely and comfortably accommodate pedestrian traffic and, where practical, match existing sidewalks. The project proponent will construct a sidewalk along the public street frontage. There are no sidewalks 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-15. Infill development should be reflective of the existing character of established neighborhoods even when designed using different architectural styles, and /or responding to more urban setbacks, height or lot requirements. Infill development should draw on elements of existing development such as placement of structures, Note vegetation, and location of entries and walkways, to reflect the site planning and scale of 1 existing areas. Proposed lot sizes are generally smaller than existing lots, although recent similar subdivision of land to the east created similar-sized lots. Detailed site and architectural designs, which would be reviewed ta determine compatibility with the context of the site, are not yet available. Short Plat Report_13-000867 City of Renton Deportment of Community & Economic Development NE 7TH STREET EAST SHORT PLAT Administrative Short Plat Report & Decision LUA13-000867; SHPL-A Report of August 12, 2013 Page 6 of 16 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 rounded down to the nearest whole number. The gross site area is 28,692 sf; a deduction of 7,886 sf for the private access easement results in a net site area of 20,806 sf {0.48 a). Therefore, the density for the proposed project is 8.37 du/a. The density calculation is rounded down to 8 du/a. Lot Dimensions: Proposed Lots Lot Size Width Depth 5,000 SF minimum 50 feet minimum 65 feet minimum ,/ Lot 1 6,720 sf 70 ft 96 ft Lot 2 6,048 sf 70 ft 96 ft Lot 3 9,216 sf 96 ft 96 ft Lot 4 6,621 sf 69 ft 96 ft Setbacks: Lots 1 and 2 would front on the private access street segment named Pierce Place NE (the north-south portion). Lots 3 and 4 would front on the private access street ,/ segment named NE 61 h Court (the west-east portion). 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, as with Lot 1, 15 feet for the primary structure; minimum rear yard is 20 feet. As shown on the site plan {Exhibit 3} 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. Note The maximum building height in the R-8 zone is 30 feet. Building height is based on the 3 measurement of the vertical distance from the grade plane to the average height of the roof surface. The grade plane is the average of existing ground level adjoining the building at exterior walls. Where the finished ground level slopes away from the exterior walls, the reference plane shall be established by the lowest points within the area between the building and the lot line, or where the lot line is more than 6 feet from the building, between the building and a point 6 feet from the building. Short Plat Report_13-000867 City of Renton Deportment of Community & Economic Development NE 7TH STREET EAST SHORT PLAT Administrative Short Plat Report & Decision LUA13-000867; SHPL-A Report of August 12, 2013 Page 7 of 16 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, hove not been submitted. They would be submitted for building permit review (compliance not yet 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. ., A ten foot-wide landscaped area is required along all public street frontages, with the exception of areas for required crosswalks and driveways. This landscaped area shall be on-site and shall include 1 street tree and ground cover at a minimum. Two trees are required in the front yard of each lot if street trees are not provided. The landscape plan (Exhibit 4) indicates the landscape requirements would be met. Tree Retention: Existing trees shall be retained where feasible. RMC 4-4-130 requires 30 percent of trees to be retained. lfthe required number of trees cannot be retained, they must be replaced according to RMC 4-4-130H. There are 11 significant trees (diameter ., greater than 6 inches) on the site. Five existing trees will be removed from the utility easement and access areas (not included in tree retention calculations) and 1 tree would be retained {Exhibit 5). One tree is required as a replacement. There are 11 new trees shown on the landscape plan. ., Parking: Off-street parking for 2 vehicles per residential unit is required. 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 of the house and/or front porch at least 8 feet, or Note 2. Located so the roof extends at least 5 feet (excluding eaves) beyond the front of 3 the garage for at least the width of the garage, plus the porch/stoop area, or 3. Sized so that it represents no greater than 50 percent of the width of the front fa~ade 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 Short Plot Report_l3-000867 City of Renton Department of Community & Economic Development NE 7TH STREET EAST SHORT PLAT Administrative Short Plat Report & Decision LUA13-000867; SHPL-A ' . ·----- Report of August 12, 2013 Page 8 of 16 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 5 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~de Modulation: Buildings shall not have monotonous facades along public areas. One of the following is required: 1. An offset of at least one story that is at least 10 feet wide and 2 feet in depth on Note 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. 3 Building designs, which would be used to evaluate design of far;ades, have not been submitted yet. They would be submitted for building permit review (compliance not demonstrated). Windows and Doors: Windows and front doors are an integral part ofthe architectural Note character of a house. Windows and doors shall constitute 25 percent of all fa~ades 3 facing street frontage. Building designs, which would be used ta evaluate design of windows and doors, have not been submitted yet. They would be submitted for building permit review (compliance not demonstrated}. Scale, Bulk, and Character: Neighborhoods shall have a variety of home sizes and Note character. Abutting houses shall have differing architectural elevations. Building designs, which would be used to evaluate scale, bulk, and character of structures, have 3 not been submitted yet. They would be submitted for building permit review (compliance not demonstrated}. Roofs: Roof forms and profiles are an important architectural component. One of the following is required: 1. Hip or gabled roof with at least a 6:12 pitch for the prominent form of the roof Note (dormers, etc., may have lesser pitch, or 3 2. Shed roof. Building designs, which would be used to evaluate roof forms, have not been submitted yet. They would be submitted for building permit review (compliance not demonstrated). Note Eaves: Eaves and overhangs act as unifying elements in the architectural character of a 3 house. Both of the following are required: 1. Eaves projecting from the roof of the entire building at least 12 inches with Short Plat Report~13-000867 City of Renton Department of Community & Economic Development NE 7TH STREET EAST SHORT PLAT Administrative Short Plat Report & Decision WA13-000867; SHPL-A Report of August 12, 2013 Page 9 of 16 Note 3 Note 3 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 evaluate design of eaves and overhangs, hove 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 minimum 3-1/2 inch details all doors. Building designs, which would be used to evaluate architectural detailing, have not been submitted yet. They would be submitted for building permit review (compliance not demonstrated). Materials and Color: A variety of materials and color contributes to the diversity of housing in the community. Abutting houses shall be different colors. Color palettes for all new dwellings, coded to the building elevations, shall be submitted for approval. Additionally, one of the following is required: 1. A minimum of 2 colors shall be used on the building (a main color with different trim color is acceptable), or 2. A minimum of 2 different siding materials shall be used on the building. One siding material shall comprise a minimum 30 percent of the street-facing fa~ade. If masonry siding is used, it shall wrap the corners no less than 24 inches. 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 of the parcel being developed is required. Additional right-of-way dedication is not required on NE 7th Street. The proposed private road has an easement width of 26 feet and a paved width of 20 feet and must have a minimum pavement thickness of 4" of asphalt over 6" of crushed rock to meet City of Renton standards. Short Plat Report_13-000867 City of Renton Department of Community & Economic Development NE 7TH STREET EAST SHORT PLAT Administrative Short Plat Report & Decision LUAlJ-000867; SHPL-A Report of August 12, 2013 Page 10 of 16 The private road will form a looped private roadway with the private road of the proposed adjacent NE 7'h Street Middle Short Plat and NE 7'h Street West Short Plat. Driveways on opposite sides of a street should be located directly opposite each other, or with a minimum offset of 20 feet. All driveways must have a minimum separation of 5 feet from the parallel property line. N/A Blocks: Blocks shall be deep enough to allow two tiers of lots. No new blocks would be formed. s. 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. For sufficient access, roadways are required to be a minimum of 20 feet wide, fully paved, with 25-foot inside and 45-foot outside turning radii. Fire access roadways shall be constructed to support a 30-ton vehicle with 322-psi point loading. 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. Existing fire hydrants can be counted toward the requirements as long as they meet current code including 5- inch "Storz" fittings, which they currently do not have. Fire Impact Fees shall be paid prior to issuance of building permits. This fee is assessed per new single family lot at the rate in place at the time the building permit is issued. As of the date of this report the fee is $479.28 per new single family lot. The fee shall be payable to the City as specified by the Renton Municipal Code prior to building permit issuance. Credit would be given for one existing residence. Schools: The Renton School District has verified that existing schools would have capacity to accommodate the anticipated increased enrollment from the proposed project. Students would attend Honeydew Elementary School, Dimmitt Middle School, ./ and Renton High School . School impact fees shall be paid prior to issuance of building permits. This fee is assessed per new single family lot at the rate in place at the time the building permit is issued. As of the date of this report, the fee is $6,395 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. Short Plat Report_13-000867 City of Renton Deportment of Community & Economic Development NE 7TH STREET EAST SHORT PLAT Administrative Short Plot Report & Decision WAH-000867; SHPL-A Report of August 12, 2013 Page 11 of 16 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 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. This project is proposed to be constructed in combination with two other projects (NE 7'h Street West and NE 7'h Street Middle Short Plats) adjacent to this site, therefore a combined stormwater facility is proposed for all the three projects, to be located on the NE 7'h Street West Short Plat site. The storm facility is proposed to connect with the existing storm line in Pierce Court NE via a new easement through the adjacent property located to the south of the NE 7'h Street development. Downstream improvements to the storm pipes may be applicable. Stormwater BMPs will be applicable on the individual lots. Ease of access and maintenance of the storm water facility must also be ,I' considered while determining its location. Drainage plans and a final drainage report based on the City adopted 2009 King County Surface Water Drainage Manual and City Amendments are required to be submitted with the Construction permit. 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 application. Storm water drainage plans for individual lots will be required prior to issuance of construction permits. The Surface Water System Development fee, at the date of this report, is $1,120 per new lot-Fees are payable prior to issuance of the construction permit. Credit will be given for the existing house_ A covenant for stormwater drainage flow control facilities will be required for each new lot. Water Service: The proposed water plan is conceptually acceptable. Water service details will be reviewed upon construction permit application. Since the project will be constructed in combination with the NE 7'h Street West and NE 7'h Street Middle Short Plats, the looped 8" diameter water line is acceptable. Fire hydrants will be at the entrances of the private roads from NE 7'h Street and near the private road in front of Lot 6 (of the combined development proposal). Lots 7 and 8 will ,I' have separate individual water service lines from the existing 8" diameter water main on NE 7'h Street. A combined access and utility easement is required for the entire 26-foot width (extending to the property line) on the east private road in front of Lots 1, 2, and 3 of the NE 7'h Street East Short Plat. No reserve strips shall be allowed. The Water System Development fee is based on the size of the domestic water meters that would serve the new houses on each new lot. As of the date of this report, the Short Plat Report_13-000867 City of Renton Department of Community & Economic Development NE 7TH STREET EAST SHORT PLAT Administrative Short Plat Report & Decision LUA13-000867; SHPL-A Report of August 12, 2013 Page 12 of 16 System Development Fee for Y. -inch or 1-inch water meter installation is $2,523. The installation fee for a %-inch meter installed by the City is $2,688 and the fee for a 1-inch meter installed by the City is $2,870. Separate water meters shall be provided to each lot. Credit will be given for the existing house. Sanitary Sewer Service: All 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. A new utility easement will be obtained from the property located south of the NE J'h Street development site to provide sewer connection to the existing sewer system at the cul-de-sac of Pierce Court NE. The 8" diameter sewer main of the NE 7'h Street development is proposed to connect with the existing sewer system in Pierce Court NE, and go through the private road of the NE 7'h Street development to end on NE J'h Street. ./ 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 (SOC) is based on the size ofthe domestic water meters. These fees are collected at the time a construction permit is issued. The Sanitary Sewer System Development fees are based on the size of the new domestic water meters to serve the new houses on each lot. As of the date of this report, the Sanitary Sewer System Development fee for a %-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 are payable prior to issuance of the construction permit. Transportation: Impacts to the city transportation system are expected, due to increased vehicle trips to and from the proposed project. 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. The Transportation Impact fee would be calculated and assessed at the rate in effect when the building permits are issued. Credit would be given for the existing house. I. FINDINGS: Having reviewed the written record in the matter, the City now enters the following: 1. Request: The project proponent has requested approval of a short plat subdivision of a 28,692 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 8.37 du/a. 2. Application: The property, located at 3603 NE 7'h St, is owned by Scott Donogh Homes, Inc. 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 oft he Comprehensive Plan. The objectives and policies of the Community Design Element are also supported by the project as it has been proposed. Short Plat Report_13-000867 City of Renton Deportment of Community & Economic Development NE 7TH STREET EAST SHORT PLAT , --- Report of August 12, 2013 Administrative Short Plat Report & Decision LUA13-000867; SHPL-A Page 13 of 16 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 zone 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 in the north half of the property. The one-story building was constructed in 1949 and would be demolished. 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 Y. -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 construction permit is issued. J. CONCLUSIONS: 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 Street East 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. K. DECISION: The NE 7'h Street East Short Plat, File No. LUAB-000867; SHPL-A, is APPROVED. DECISION ON LAND USE ACTION: SIGNATURE: 2i(rz,/201J C.E. "Chip" Vincent, CED Administrator Date Short Plat Report_13-000867 City of Renton Deportment of Community & Economic Development NE 7TH STREET EAST SHORT PLAT Report of August 12, 2013 TRANSMITTED this 12" day of August, 2013 to the Contoct/Applicant/Owner(s): Contact: Darrell Offe Offe Engineers 13932 SE 159'" Place Renton, WA 98058 Applicant: Kyle Miller KRRV Dev., LLC PO Box 908 Ravensdale, WA 98051 TRANSMITTED this 12'" day of August, 2013 to the Party(ies) of Record: Mike Moran 671 Pierce Court NE Renton, WA 98056 TRANSMITTED this 12" day of August, 2013 to the following: Neil Watts1 Development Services Director Kayren Kittrick, Development Services Jan Conklin, Development Services Carrie Olson, Development Services Jennifer Henning, Current Planning Fire Marshal Renton Reporter Administrative Short Plat Report & Decision WA13-000867; SHPL-A Owner(s): Scott Donogh Homes, Inc. 1745 Nile Ave NE Renton WA 98058 Page 14 of 16 L. LAND USE ACTION APPEALS, REQUEST FOR RECONSIDERATION, & EXP/RATION: 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 September 5, 2013. An appeal of the decision(s) must be filed within the 14-day appeal period (RCW 43.21.C.075(3); WAC 197-11-680). Renton Municipal Code Section 4-8-110.B governs appeals to the Hearing Examiner. Appeals must be filed in writing together with the required fee to the Hearing Examiner, City of Renton, 1055 South Grady Way, Renton, WA 98057. Additional information regarding the appeal process may be obtained from the City Clerk's Office, Renton City Hall -7th Floor, (425) 430-6510. EXPIRATION: The administrative short plat decision will expire two (2) years from the date of decision. A single one (1) year extension may be requested pursuant to RMC 4-7-070.M. RECONSIDERATION: Within 14 days ofthe decision date, any party may request that the decision be reopened by the approval body. The approval body may modify his decision if material evidence not readily discoverable prior to the original decision is found or if he finds there was misrepresentation of fact. After review of the reconsideration request, if the approval body finds sufficient evidence to amend the original decision, there will be no further extension of the appeal period. Any person wishing to take further action must file a formal appeal within the 14-day appeal time frame. THE APPEARANCE OF FAIRNESS DOCTRINE: provides that no ex parte (private one-on-one) communications may occur concerning the land use decision. The Doctrine applies not only to the initial decision, but to Appeals to the Hearing Examiner as well. All communications after the decision/approval date must be made in writing through the Hearing Examiner. All communications are public record and this permits all interested parties to know the contents of the communication and would allow them to openly rebut the evidence in writing. Any violation of this doctrine could result in the invalidation of the appeal by the Court. Short Plat Report_13-000867 DEPARTMENT OF COMI\ IITY AND ECONOMIC DEVELOPMENT 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 ta 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. 5. The applicant shall erect and maintain 6-foot high chain link, temporary construction fencing around the drip lines of all trees to be retained, or along the perimeter of a stand of retained trees. Placards shall be placed on fencing every 50 feet 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 Utilities 1. Plans must meet minimum city standards subject to review at construction permit stage. 2. All lots of the short plat are to be connected to the City of Renton sanitary sewer. 3. Individual side sewers will be provided to serve each lot of the proposed development. 4. Provide a manhole instead of a clean-out on Pierce Court NE. Transportation 1. Transportation mitigation fees will be assessed at the rate in place when building permits are issued. Streets 1. Road name and address signs will be required to be provided by the developer prior to recording. 2. Parking will not be allowed on the 20-foot wide, paved private road and "No Parking" signs are required to be installed by the developer. 3. All electrical, phone, and cable services and lines serving the proposed development must be underground. The construction of these franchise utilities must be inspected and approved by a City of Renton inspector prior to recording the plat. 4. Fixed objects that are currently situated in the location of the proposed access must be relocated, after obtaining owner approval. Schools 1. School mitigation fees will be assessed per single-family residence at the rate in place when building permits are issued. Project Location Map Short Plat Report_13-000867 City of Renton Department af Com NE 7TH STREET EAST SHORT PLAT Report of August 12, 2013 Fire Prevention ity & Economic Development Adi trative Short Plat Report & Decision LUA13-000867; SHPL-A Poge 16 of 16 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. 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. 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 for the grading and clearing of the NE ?'h Street East Short Plat site shows that it does not exceed one acre, but the combined construction of the three NE ?'h Street Short Plats would exceed one acre. 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'N01N3/o l'efld HlOHS 1So'.3 ~1L 3N I !h ,. i~ ,. ogw:1~ "' !I hl !I L j•l !, illhi l ., '• ,i 1• [ -l· ,. 0~ 8~i,~l a -ii ! ~e Ui l ;~ !i ~~S~H ., " ' ! 1 ' ' ~ i I I ' I ' I ' -1-, I ' ! NO.LN3cl ~ dO AlIJ 1vid 1c10Hs 1s\13 4lL 3N Ir; ; "-' no,w1 'I I ·::iNI ·,d'JOH Hc>ONOO ==,:::i ~ , ' '.:] --e ~ ' 1 l/ ' ! I I a: -,•! s ' .... " i~~ ' 0 § [§ :ig:g ' So --, .. ~ ~~ r:: ~~· l"" ti~ ' ~1; © > i "' i5 i"~'" ' toi rr: :__; ~ H~ ' ;i ,._ "' ! ''l I 0 (:' : ij~l5~! a• c-~~ 0 § •1°1: ~§ ~ ~~ §~hi ~! -Q-C) I ! EXHIBIT 3 I---- -------.. ..;,.,..:,;..l'L_ • ,1..., "" SNOISI/G~ ...,-,~...--1~0~~·HIH9f't,\ cq +-=t° -~~,,.,.... LJ.Of/6 ·-M "P'~f""/1\ --i 'ID1" ~ 'HOI .. y?-7./WF ;;,d~puei };J.7,,1/, d{;f JJ'llV/1 • A81iV i\ • 118121\1 i\ / / ,, I -I '··~--._· .. -:1 I ,, 11\.9~.0LOON ' I NV1c ad'. ,V1 'JNt 'qwm H'!O~oa ltJA1;:l ~ f,~ § --, r~ll CJ,- ' I ' JV1d J-c'IOHS J-S'/:l lfl L '.JN !Iii .J ! i " • ' c 0 HH ,1n ~~::!~ ~~-:!_11 I f-.,~ ~:., ~ ~ "'""' ........... Q ffHHHt ~J:~i~~~J ·B-HHH -------- "'o...,Qaa...,2 ( I EXHIBIT 4 ' ' ~ ""i°"1ti""""1..aa- S ll9IHX3 ! -=.::-.=- ~1~ --'cj,I ~ CITY OF RENTON Plo"""'o/~/P--""•' NE 7th EAST SHORT PLAT RENTON, WASHINGTON LUA-1J-??? -,. 0 , .. ~ ,::, r::-;:- 0} a: "" 0 i:' 6 I ' ------------_--~ ' ;/ I ' ' I ' 1- / I ' ~I ' I 1 ' ·1' , ;., ... p6'-';i -- '#-..,.#' .. , -- :;·-_-----' ---- ' I ", ~ ' ,, I : i ' !J '• ··1' : ' ------' '"' , I ' - · 1' ' ' ' ', ' "· " . : ' (--·:::::::::::,·;;.~:::::J::·:::::;:! " ' I ' . I - I ' .l: ,, ·! ~ _IS '2 ~,-, __ , § 0 z Q ,' m ~ -· " m p " ~ 0 z p i " I ~ ~ " ~ 0 m " -~ • • 0 ~ Q ~ ~ ~ I ~ z i '1'!'!1' ' i ! a~u~i ~ 1 I !hi!! ! ,,1,,,,, ., Ss ~~!ii~ • 1,!,0 •11 " ,;, 0 ~ :g cS "' ' '2 ' t;; nl, ~ ~ ~ d n_i NE 7th EAST SHORT PLAT '' j [tlltOF~~~gRS I m-~.c>'·-,·-~--. .., 8 ii _ _ DONOGH HOMES, INC. ' _ OJm,,.CTOJJOMLoma.~_._ \ .~ _.;: 0 "II' ----~ ,il),.1 ~ I I··-···---I="'" -~-" -rnnr.r-n I\ n, ,vu rrr, 1 t·-" I vrvuf'.r'.rn T y CCV "'-"' vs ClO -"°"·"" f: lli~~~./J~m 1 ,,1,m • ':iii!! 1!·'!•• ' !",l' Hi!,,! i~~;j~! t~ .i ~ ~ ~ ~ ~~ r·---,, I.:_~ ~ . ...,'/f ~v c~..J .~ _!.!_lJ ,,.. -- j~~) .. ~~i .. , i s §l i ,. I ~ = ' -~ Q .; ! ' I -~ ! ' ' ~ ' ' NE 7th EAST SHORT PLAT ~ i i 11 = DONOGH HOMES, INC. _.. I ~ .,_.,"""""' UTILITIES ~ CITY OF RENTO~ NE 'i1h ~ST SHORT PLAT Rl~fON, WA51aiNGTON '.UA-'.3-??? EXHIBIT 6 '\ ' a 0 ~ 0 z ~ ,, m z • .. " m DEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT DATE: TO: FROM: SUBJECT: MEMORANDUM July 29, 2013 Elizabeth Higgins Bob Mac Onie Ne 7th Street East Short Plat Form and Legal Description Format I have reviewed the above referenced preliminary short plat submittal and have the following comments: Information needed for final short plat approval includes the following: Note the City of Renton land use action number and land record number, LUAB-000867 and LND-20-0586, respectively, on the drawing. Locate said numbers in a place on the short plat submittal that can be readily seen by others. The type size used for the land record number should be smaller than that used for the land use action number. The dedication of right of way for short subdivisions requires a separate Deed of Dedication; provide a space to the recording number of same on the short plat. The Deed of Dedication document includes both a legal description exhibit and a map exhibit of the dedicated parcel. The legal description exhibit should be prepared, stamped, dated and signed by the applicant's surveyor. The surveyor should also prepare the map exhibit. The dedication process requires an updated Plat Certificate dated within 45 days of approval of said dedication. Talk to the Project Manager if there are questions or further information is needed. 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. EXHIBIT 7 h:\file sysllnd -land subdivision & surveying recordsllnd-20 -short plats\0586(ne 7th Addressee Name Page 2 of3 July 29, 2013 Note discrepancies between bearings and distances of record and those measured or calculated, if any. The city will provide addresses for the proposed lots as soon as possible. Note said addresses on the final short plat drawing. Do note encroachments, if any. Do include a "LEGEND" block for the short plat drawing, detailing any symbols used thereon. 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 .e.!! 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 ofthe adjoining properties or note as "Un platted.". Remove the building setback lines noted on the final short plat lots. Setbacks will be determined at the time that building permits are issued. Because the subject property falls within Zone 1 of the City of Renton Aquifer Protection Area, the Aquifer Protection Notice needs to be noted on the drawing. See the attachment. Because the subject property falls within Zone 2 ofthe City of Renton Aquifer Protection Area, the Aquifer Protection Notice needs to be noted on the drawing. See the attachment. 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. h:\file sys\lnd -land subdivision & surveying records\lnd-20 -short plats\0586(ne 7th east)\rv130729.doc Addressee Name Page 3 of3 July 29, 2013 Note that if there are easements, restrictive covenants or agreements to others (City of Renton, etc.) as part of this subdivision, they can be recorded concurrently with the final short plat. The final short plat drawing and the associated document(s) are to be given to the Project Manager as a package. The recording number(s) for the associated document(s) are to be referenced on the final short plat drawing. Provide spaces for the recording numbers thereof. The new easements for ingress, egress, utilities, etc. shown for the benefit of future owners of the proposed lots each need a note defining the rights associated with the easement at issue. Since these new "proposed" easements shown aren't "granted and conveyed" until the benefited and/or burdened lots are conveyed to others add the following language on the face of the short plat drawing: DECLARATION OF COVENANT: The owners of the fond 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 ta any and all future purchasers of the lots, or of any subdivisions thereof. This covenant shall run with the land as shown on this short plat. The preceding statement obligates the seller of the lots created to "expressly grant and convey" the lots "together with and/or subject to" any new private easements delineated on the short plat in the conveying document. The private ingress, egress and utility easements require a "New Private Easement for Ingress, Egress and Utilities Maintenance Agreement" statement. Note the attachment ori the drawing. Review the drawing for edits needed to clear obscured text, check L80 minimum text dimension and make text size and fonts consistent throughout the submittal. h:\fi!e sysllnd -land subdivision & surveying records~nd-20 -short plats\0586(nc 7th east)\rv130729.doc z 0 " 0 ~ ' " ~ z 0 " z ~ w " ~ t ~ 0 > i ' ~ " < w w 0 z h. J z ~ ~ ' \f\ " z • 0 " e ~ z 0 " 0 w I'--" ! w " ! ~ • z w c w ~ 0 z 0 " " 0 " 0 I"\· ~ I ~ ....... -- NQ.W1,w-1SVM 'N01N31, l'tld H:IOHS lSV3 "'1l 3N ~8~ ·~! ![, 8;i ~s~ ! I ' ! LnoAVl J I ":JNI ",o31'JOH H90NOO ~: 11 ' l'efld HJOHS lS'l/3 ~IL 3N ! ! ! i~ ~~~ l ii ilj H "i u~ ,. ! !§lo H§ • ~s ! i ; / j / EXHIBIT 8 NOJ.NSH ~ . .JO AJ.IJ PLAN REVIEW COMMEN PLAN ADDRESS: NE 3603 7TH ST RENTON, WA 98056-3844 (LUA 13-000867) APPLICATION DATE: 07/02/2013 DESCRIPTION: The proposed land use action is a 4-lot short plat subdivision. The site has the Residential Single-Family Comprehensive Plan designation and is in the Residential 8 zone. An existing residential structure would be removed. There are mature trees on the site, but no known critical areas. Community Services Review Leslie Betlach Ph: 425-430-6619 email: LBetlach@rentonwa.gov Recommendations: Street trees -on NE 7th use only one (1) street tree center in lot/planting strip. Do not use 'Autumn Blaze' maple or other medium-to-large maturing trees. Use only small maturing tree species at this location for street trees. (entered 8/14/2013 Stucker) Engineering Review Rohini Nair Ph: 425-430·7298 email: mair@rentonwa.gov Recommendations: I have completed a preliminary review for the above·referenced 4·1ot short plat proposal at 3603 NE 7th Streel. 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. STORM: There are no existing storm facilities on NE 7th Street adjacent to the site. STREETS: NE 7th Street is a residential street with a right.of.way width of 60 feet. CODE REQUIREMENTS Water 1. The water plan looks conceptually acceptable. 2. Since the project will be constructed in combination with the NE 7th Street middle short plat and the NE 7th Street west short plat, the looped 8" diameter water line is okay. Fire hydrants will be at the entrances of the private roads from NE 7th Street and near the private road in front of Lot 6 (of the combined development proposal). Lots 7 and 8 will have separate individual water service lines from the existing 8" diameter water main on NE 7th Street. 3. A combined access and utility easement is required for the entire 26' width (extending to the property line) on the east private road in front of Lots 1, 2, and 3 of the NE 7th Street East short plat. No reserve strips shall be allowed. 4. Plans must meet minimum city standards subject to review at construction permit stage. 5. 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 a ~-inch or 1 ·inch water meter install is $2,523.00. Credit may be given for the existing home. 6. Fee for a 3/.·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. AU lots of the short plat are to be connected to the City of Renton sanitary sewer. 2. A new utility easement will be obtained, prior to the issuance of the construction permit, from the property located south of the NE 7th Street development site to provide sewer connection to the existing sewer system at the cul-de-sac of Pierce Court NE. The 8" diameter sewer main of the NE 7th Street development is proposed to connect with the existing sewer system in Pierce Court NE, and go through the private road of the NE 7th Street development to end on NE 7th Street. 3. Individual side sewers will be provided to serve each lot of the proposed development. 4. Provide a manhole instead of a cleanout on Pierce Court NE. 5. Service details will be reviewed with the construction permit. Engineering plans must meet minimum city standards. 6. 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. 7. Sanitary Sewer System Development Fee (SOC) is based on the size of the domestic water meters. The current sewer SOC fee for a Y-i-inch or 1·inch meter install is $1,812.00. These fees are collected at the time a construction permit is issued. Storm 1. The Surface Water System development fee for 2013 is $1,120.00 per each new lot. Fee is payable prior to issuance of the construction permit. 2. A drainage report has been submitted by Offe Engineers with the land use application. Based on the City's flow control map, this site falls within the Flow Control Duration Standard, Forested Conditions, and the information is included in the report. The drainage report includes the need for a facility sized for both detention and water quality. This project is proposed to be constructed in combination with two other projects (NE 7th Street West short plat and NE 7th Street Middle short plat) adjacent to this site, and a combined stormwater facility is proposed for all the three projects to be located on the NE 7th Street West short plat site. The storm facility is proposed to connect with the existing storm line on Pierce Court NE via a new easement through the adjacent property located to the south of the NE 7th Street development. Downstream improvements to the storm pipes may be applicable. Stormwater BMPs will be applicable on the individual lots. Ease of access and maintenance of the storm water facility must also be considered while determining its location. 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. August 14, 2013 Page 1 of 3 3. A geotechnical report prepared in 2013 by Geospectrum Consultants Inc. was submitted by the applicant. The report discusses site condition, identifies the soils as gl ill, and mentions that drainage should be provided from the structures on the site to prevent water from ponding and to reduce >lation of water into sub-soils. Final recommendati 1rom the geotech regarding infiltration will be reviewed with the construction permit. 4. 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 for the grading and clearing of the NE 7th Street East short plat site shows that it does not exceed one acre. but the combined construction of the NE 7th Street short plats exceed one acre. Transportation 1. Installation of curb, gutter, 8' wide landscaped planter, and 6' wide sidewalk, on the full frontage of the parcel being developed is required. Additional right-of-way dedication is not required on NE 7th Street. 2. The proposed private road has an easement width of 26 feet and a paved width of 20 feet and must have a minimum pavement thickness of 4" of asphalt over 6" of crushed rock to meet City of Renton standards. 3. The private road will form a looped private roadway with the private road of the proposed adjacent NE 7th Street Middle short plat and NE 7th Street West short plat. 4. Provide a minimum 5 feet separation between any access and the property line. 5. Traffic safety guidelines mention that driveways on opposite sides of the street be located directly opposite to each other, or with a minimum offset of 20 feet. 6. A road name and address sign will be required to be provided by the developer prior to recording. 7. 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. 8. 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. 9. Traffic Impact Fees-The transportation impact fee is 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. 1 O. Fixed objects that may be 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, and 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 at time of building permit issuance. Credit will be granted for the existing home to be removed. Code Related Comments: 1. The fire flow requirement for a single family home is 1,000 gpm minimum for dwellings up lo 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. It appears there is adequate fire flow in this area. 2. Fire department apparatus access roadways are required to be a minimum of 20-feet wide fully paved, with 25-feet inside and 45-feet outside turning radius. Fire access roadways shall be constructed to support a 30-ton vehicle with 322-psi point loading. Access is required within 150-feet of all points on the buildings. Approved apparatus turnarounds are required for dead end roads exceeding 150-feet. Hammerhead turnarounds are allowed for dead end streets up to 300-feet long. Access as proposed appears adequate. Technical Services Bob MacOnie Ph: 425-430-7369 email: bmaconie@rentonwa.gov Recommendations: Note the City of Renton land use action number and land record number, LUA13-000867 and LND-20-0586, 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. The dedication of right of way for short subdivisions requires a separate Deed of Dedication; provide a space to the recording number of same on the short plat. The Deed of Dedication document includes both a legal description exhibit and a map exhibit of the dedicated parcel. The legal description exhibit should be prepared, stamped, dated and signed by the applicant's surveyor. The surveyor should also prepare the map exhibit. The dedication process requires an updated Plat Certificate dated within 45 days of approval of said dedication. Talk to the Project Manager if there are questions or further information is needed. 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. The city will provide addresses for the proposed lots as soon as possible. Note said addresses on the final short plat drawing. ·---····----··· --.··-----·--··----------··. ·-·--·····~---·-·----------....... _ _, ___ ,_ ,., -·-·· . ---·· ... --··· ··-----· .. ····-·--·------·-··------······· -----·········· August 14, 2013 Page 2 of 3 Do note encroachments, if any. Do include a KLEGEND" 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. ". Remove the building setback lines noted on the final short plat lots. Setbacks will be determined at the time that building permits are issued Because the subject property falls within Zone 1 of the City of Renton Aquifer Protection Area, the Aquifer Protection Notice needs to be noted on the drawing. See the attachment. Because the subject property falls within Zone 2 of the City of Renton Aquifer Protection Area, the Aquifer Protection Notice needs to be noted on the drawing. See the attachment. 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 KCERTIFICATION" or other. Note that if there are easements, restrictive covenants or agreements to others (City of Renton, etc.) as part of this subdivision, they can be recorded concurrently with the final short plat. The final short plat drawing and the associated document(s) are to be given to the Project Manager as a package. The recording number(s) for the associated document(s) are to be referenced on the final short plat drawing. Provide spaces for the recording numbers thereof. The new easements for ingress, egress, utilities, etc. shown for the benefit of future owners of the proposed lots each need a note defining the rights associated with the easement at issue. Since these new ~proposed~ easements shown aren't "granted and conveyed" until the benefited and/or burdened lots are conveyed to others add the following language on the face of the short plat drawing: DECLARATION OF COVENANT: The owners of the land embraced within this short plat, in return for the benefit to accrue from this subdivision, by signing hereon covenant and agree to convey the beneficial interest in the new easement shown on this short plat to any and all future purchasers of the lots, or of any subdivisions thereof. This covenant shall run with the land as shown on this short plat. The preceding statement obligates the seller of the lots created to "expressly grant and convey" the lots "together with and/or subject to" any new private easements delineated on the short plat in the conveying document. Police Review Cyndie Parks Ph: 425-430-7521 email: cparks@rentonwa.gov Recommendations: Minimal impact on police services. August 14, 2013 Page 3 of 3 City of,,_ ,,ton Department of Community & Economic IA _/opment ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET REVIEWING DEPARTMENT: l COMMENTS DUE: JULY 29, 2013 APPLICATION NO: LUAB-000867, SHPL-A DATE CIRCULATED: JULY 15, 2013 APPLICANT: Kyle Miller, KRRV Development LLC PROJECT MANAGER: Elizabeth Higgins PROJECT TITLE: NE 7'h Street East Short Plat PROJECT REVIEWER: Rohini Nair SITE AREA: 28692 square feet EXISTING BLDG AREA (gross): N/A LOCATION: 3603 NE 7'h Street PROPOSED BLDG AREA (gross) N/A SUMMARY OF PROPOSAL: The proposed land use action is a 4-lot short plat subdivision. The site has the Residential Single-Family Comprehensive Plan designation and is in the Residential 8 zone. An existing residential structure would be removed. There are mature trees on the site, but no known critical areas. A. ENVIRONMENTAL IMPACT (e.g. Non-Code} COMMENTS Element of the Probable Probable Mo,e Environment Minor Major Information Element of the Probable Probable More Environment Minor Major Information Impacts Impacts Necessary Impacts Impacts Necessary Earth Housina Air Aesthetics Water Liaht/Gfore Plants Recreation Land/Shoreline Use Utilities Animals Transportation Environmental Health Public Services Energy/ Historic/Cultural Natural Resources Preservation • Airport Environment 10,000Feet .· 14,000Feet B. POLICY-RELATED COMMENTS t1Yu 2e a,,z.c / 0. ~/1,"?,c" fs / We have reviewed this application with particular attention to those areas in which we have expertise and have identified areas of probable impact or areas where additional information is ']llqed to properly assess this proposal. · /!10,,{{_tC21.Jlrn&L Signature of Director tr Authorized Representative Date 07-19-13;0~ :58PM; Denis Law Mayor July 15, 2013 , DepartmentofCommunityand Economic Development - · CE. 'Chip'Vincent, Administrator'• • Nancy Rawli , Depa/tmerit of Transportation ,_ Renton School District _420 Park Averiue N Renton; WA98055 · Subject: -NE 7"' Street East short Plat _ LUA13-900867, SHPl-A _, · . The City of Re_nton's Department of Community and EconomicDevelopment (CED) has rec:eived .. --·a~·.application for a 4'1ot singie-f~mily .subdivision located at 3603 NE 7th Street. Please see the . enclos~d Notke of Application forfurth~r details. · · l_n O~der to process th_is. application, CED needs to know .Which -Renton schools would be·. · attended by·children living in_-residences at the location· indicated above. Please fill in the_: -appro_priate schools on the list below_a'nd return this letter to my attention vi~ mail to City of. Renton, CED, Plannin"g Division, 1055 South G;ady Way; Renton; Washington 98057, •via ema'H to : ehiggins@renton_wa.gov odax to (425) 430-7300, by July 29, 2013. . . ._ · .. Ele meritary-Schoo I:_· -~pt~l'.t;~f--i(t,,~~---'-----:'-_;__:__:..._-"-'--'--_.:'._" :.__· -:'--_:_--'c-_ M i_dd le Schoo I: _ _:_ _ __:.__!l,t'.l::'.~)t#,4~"-=-_;_---'..__~:..._c:.....,------,-~:...__:_ _ _:_ _ _;__ High School:.·:..:_·-__ _:_---'--N~:x!t?..o's--i',H.4/4,,c:_. __ _:_ ____ _:__:__:..._ __ .,.--_;_-: will the'sch~o1s you have indicated be able to han·dle the:rmpact of the a·dctitional students _ ~stimat 7ato come from the prop~sed de~elopment? Yes~ No : --•·•---·-· -_- -Any Comments:·---------~~-------~----~----- /" . ·Thank you for providing this important informatiop, _-If you have any questions regarding this project, "please con-tact'me at (425) 430.~6581. _ Slricerely, . -:~7_/0.a'L!~~. Elizabeth. Higgins-_ Senior Planner Enclosur-e __ Renton·Oty Hall ; l 055 S~~ih Grady Way-• Renton; Washingt~ri 980.57 • r,enton"la,gov . # 2/ 2 • • ~ (ajJ.~ ~ ~~ ~-.; .u?/7~ ~rd ,/-o ~ 3 /,..L./k-,~L<..-". .),)(c,G ( /1-IJV-v. /ur<-_J!__ /(~ 0.) vi C/ a' cJ 'I;;;._ I ,---£l City of , i r>) . ,-.·. -<> -J L ,-r--c_--• -,. J f\\ ::c . .J n 11_ [(_t.1: l _1 r .. n -----~-----'>..# ~~~·- NOTICE OF APPLICATION A Master Application has been flied and accepted with the Department of Community & Economic Development (CED) -Planning Division of the City of Renton. The following briefly describes the application and the necessary Public Approvals. DATE OF NOTICE OF APPLICATION: July 15, 2013 PROJECT NAME/NUMBER: NE 7tti Street East Short Plat/ LUA13-000867, SH PL-A PROJECT DESCRIPTION: The proposed land use action is a 4-lot short plat subdivision. The site has the Residential Single-Famfty Comprehensive Plan designation and Is in the Residential 8 zone. An existing residential structure would be removed. There are mature trees on the site, but no known critical areas. PROJECT LOCATION: 3603 NE 7'" Street PUBLIC APPROVALS: Administrative Short Plat Review APPLICANT/PROJECT CONTACT PERSON: Darrell Offe, Offe Engineers, PLLC; 13932 SE 159m Place; Renton, WA 98058; Eml: darrell.offe@comcast.net PUBLIC HEAJUNG: 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 July 29, 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) 43~7219. 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: July 2, 2013 NOTICE OF COMPLETE APPLICATION: July 15, 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 Gradv Way, Renton, WA 98057. File Name/ No.: NE 7th Street East Short Plat/ LUAB-000867, SHPL-A NAME, ______ S~_f_l_r_ll _________________ ~ MAILING ADDRESS,~-J..~')_~(.,~l,~/-~/~'f~t~t--~_/},:~e ___ 5,~f_~City/State/Zip, [-<_c -i-J-\;\J' /}-yJ'c}f )._ TELEPHONE NO.: --------------- .. :,::, w ro "' ::, .... s-w ::, z ~:; )> SC '° "' co rt 0 ;;; "' ro °' rt \ -- -- ... ;,;·''• - m +' U) m D l/1 Oi ..:: --= -- :,o W ~ 00 mu, o z..... ..... -i w ..... 0 z ~ ,-.. .z m 8 ~~ ~ "' V1 00 -i 5; 01 QO 0 m n, " "O D o, :, ~ 0 -3 ~ ;::;-::, o; (l) ..., ~ () _o 0 3 "O 3 3 C: ~ :, -~ .• .. ')·.-';< NOTICE OF APPLICATION A Ma.tor Applica1lon hil< been filed and accop!ed "'Ith the D•p•rtment of Community & EcoMmlc Dev,lopment ICED)-Planning Division of the ctty cl Renton. The following brle1iy de,aibe, the application and the neco,sar, Pub lie Approvals. DATE Of NOTlO: OF APPUCATIONt PROJECT NAME/NIJM8ER: Julv 15, lOl3 NE 7~ StCl'et Ea.t snort Plal / 1-UAH-OOOS67, SH'L ·A PROJECT DESCRIPTION: The proposed land u,e action 1, a 4-lot ,hon plat suhdi•i•ion. The ,ite ha, the Rtsidentlal Slngle-F,milv Comprehensive Plan designation and Is in the Resl.dent1&I a ,one. An e<lst,ng '""den~al structure wtiuld be removed. There are mature lroe,on the site, but no known cmlcal ""'"' PROlECT LDCAT)ON: 3603 NE 7'" Streei PUB UC APPROI/AL.S: Administrative Short Plat Re.iew APPUCANT/PRO/ECT CONTACT PERSON: Darrell Off•, Offe Engineers, PlLC; 13932 SE 159'" Place; Renton, WA 98QS8; F.:ml: d•rrell.offe@lcomr:a,t.net PVBLIC HEARING: N/A com.,..nt, on the at,o.,., application must be ,ubmlrted ln wrltlnJ ta Ellnbeth Hluln•, S.nior Pia Mer, Departmont al Community & Economic Develapment, 1055 South Grody Way, Rentan, WA 98057, bV 5:00 p.m. on J_uly l9, 2013. If you h,.e que,llon, about this propo5al, or wish to be made, pacty of reco'.d and'"'""'' additional Mto~o,tlon by mail, c.:mt;ct th<! Pro Jee\ Manager ,t (425) 430·7219. Anyone who submit, wnl\"n comments w,11 autcmu,cally become • party of record and will be notified of any decision on thl5 project. PLEASE INCLUDE THE PROJECT NUMBER WHEN CALLING FOR PROPER fl LE IDENTIFICATION OAT!: OF APPI.ICA.TION: Julv 2. 2013 NAME:-----------------:-:-:-:--------- MAILINGADD~ESS· _____________ City/Sla1e/llp:, ________ _ TELEPHONE NO.:------------ CERTIFICATION I, ·:0:::xx)'\Ci.. LocnEc ,..-hereby certify that .3__ copies of the above document were posted in .3__ conspicuous places or nearby the described property on Date:_5,..,..\=lA=\ ~"+--'\=5+, ~ciO"""-'-l ~=>'-- STATE OF WASHINGTON ) COUNTY OF KING ) ) ss Signed:~A ( [)C,Wl.{t I certify that I know or have satisfactory evidence that T> c, Doc-, .. , c i, "· signed this instrument and acknowledged it to be his/her/their free and -;oluntary act for the uses and purposes mentioned in the instrument. ·Ji v\ ~1' (yl ,(.\ Notary Pubf in and for the State of Washington Notary (Print): My appointment expires:_~/\_._._., ''"' .. ~1---· ·,.... ,,._· .,,_\ --"'}=-+.~,--,,.,°)u.C .... db.,).,__ ___ _ • • -~ --~. • \ I r ,.. ),;- • -- • ~ .. \. CITY OF RENTON DEPARTMENT OF COMMUNTV & ECONOMIC DEVELOPMENT· PLANNING DIVISION AFFIDAVIT OF SERVICE BY MAILING On the 15th day of July, 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 Otte Contact Kyle Miller Applicant Scott Donogh Homes Inc. Owner 300' Surrounding Property Owners See attached p ~ ,/ ; t_ ~'""\\\\\\\111 (Signature of Sender): ~-_tQ{t{==---c..c'fi=-..;;,'1---"--m---'----''-------~"","--' _,,,l,._f .. .t.,R---""'.l'---.,,_----------.;:,'---."''~"--'c;.,_AA,..;, 8~ 111 ,,,, $ ~. )t,,''"\\\\111,, Ji.a, 11 -t -.,..,"~N f.t; ,,, ~ : .,..,. $-!,'I, '°1.: ,,,, / STATE OF WASHINGTON ) :: "ff~ <Ml" '!>..-,-, ~ -; Ea' ~O t11 ~ ~ ) SS ~ io -~ z ' ~ ~u ~· ~ ~ COUNTY OF KING ) ~ ~ "us"'",,_ J f2 :: ~ .f'l~ ,;,,... -~ "),. ",, 8-29· _ .... Cl = i',: .., ,, •• ,h" ''-"'''''' ~~ .:: I certify that I know or have satisfactory evidence that Stacy M. Tucker i,,,, ~ 0 ; ..,.,..s _,..:::- signed this instrument and acknowledged it to be his/her/their free and voluntary act ftiltthl\,~'w-il-~Purposes mentioned in the instrument. Dated: %'.;.l . \ s-tlt'('> ~ I ry Public in and for the State of Washington Notary (Print): __ ....1.-'--"'"---"-=="----------------- My appointment expires: NE 71h Street East Short Plat LUAB-000867, SHPL-A JEFFERY ROOSEVELT +MARY M 12230 59TH AVE S SEATILE, WA 98178 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 BINGAMAN ANN M 3625 NE 7TH PL RENTON, WA 98056 RUTLEDGE ROBERT +BELL KRISTY 3606 NE 7TH PL RENTON, WA 98056 BOTELLO ALEXANDER M 3700 NE 7TH PL RENTON, WA 98056 CARLSON KAREN A 3354 W AMES LAKE PL NE REDMOND, WA 98052 SLATER KIM 3507 NE 7TH ST RENTON, WA 98056 LAM HAO V+LISA N 3513 NE 7TH PL RENTON, WA 98056 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 LA VINH+NGUYEN MINH 668 QUEEN AVE NE RENTON, WA 98056 HUBNER MR+MRS JEFFREY 6018 113TH PL SE BELLEVUE, WA 98006 CRUTCHFIELD 3613 NE 7TH ST RENTON, WA 98056 SWITZLER CHARLES W 3517 NE 7TH RENTON, WA 98055 PHAM THUONG+NGUYEN NIEM THI 3554 120TH AVE NE BELLEVUE, WA 98006 GARCIA ALFREDO+NINFA 657 QUEEN AVE NE 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 LIU ZALE 662 QUEEN AVE NE RENTON, WA 98056 YEE SAMUEL+DORINA 15505 SE 46TH WAY BELLEVUE, WA 98006 STALL MICHAEL W 670 QUEEN AVE NE RENTON, WA 98056 LANG ROBERT D SR & JOAN L 9640 E NIDO AVE MESA, AZ 85209 STIRN A J 3513 NE 7TH ST RENTON, WA 98056 KUMAR SUBHASHNI D 3624 NE 7TH ST RENTON, WA 98056 . . DEUTSCHE BANK NATIONAL TRUS 1661 WORTHINGTON RD #100 WEST PALM BEACH, FL 33409 HINZE M ELAINE 763 QUEEN AVE NE RENTON, WA 98055 CRAIG BETTY JEAN 3518 NE 7TH ST RENTON, WA 98055 LU HUNG+VAN VO 684 NEWPORT CT NE RENTON, WA 98056 MUHIC JOHN A 3506 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 STEELE MATIHEW T 668 PIERCE CT NE RENTON, WA 98056 PATRICK MICHAEL E+ELIZABETH 758 QUEEN AVE NE RENTON, WA 98056 PALANC!UC VLADIMIR+LUIBA 3610 NE 7TH ST RENTON, WA 98056 DOUWES scan A G 3512 NE 7TH ST RENTON, WA 98056 NELSON GREGORY L 3500 NE 7TH PL RENTON, WA 98056 MORAN MICHAEL J 671 PIERCE CT NE 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 STENSEL JAMES D 674 QUEEN AVE NE RENTON, WA 98056 BRAATEN DALE R 759 QUEEN AVE NE RENTON, WA 98055 CAPPONI DARIN WAYNE 3606 NE 7TH ST RENTON, WA 98056 JOHNSON KEVIN 12624 177TH PL SE RENTON, WA 98059 DUMO NERIO P 3430 NE 7TH PL RENTON, WA 98056 ZHANG WENHAN+ LI LU 686 QUEEN AVE NE RENTON, WA 98056 WILLIAMS JOHN C+LESLIE J 1825 ILWACO AVE NE RENTON, WA 98059 YOUNG CLAUDE PO BOX 2711 RENTON, WA 98056 NELSON LEWIS G+NORA E 754 QUEEN AVE NE RENTON, WA 98056 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: July 15, 2013 PROJECT NAME/NUMBER: NE ih Street East Short Plat/ LUAB-000867, SHPL-A PROJECT DESCRIPTION: The proposed land use action is a 4-!ot short plat subdivision. The site has the Residential Single-Family Comprehensive Plan designation and is. in the Residential 8 zone. An existing residential structure would be removed. There are mature trees on the site, but no known critical areas. PROJECT LOCATION: 3603 NE 7th Street PUBLIC APPROVALS; Administrative Short Plat Review APPLICANT/PROJECT CONTACT PERSON: Darrell Offe, Offe Engineers, PLLC; 13932 SE 159tc. 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 July 29, 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: July 2, 2013 NOTICE OF COMPLETE APPLICATION: July 15, 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 Street East Short Plat/ LUA13-000867, SHPL-A NAME: ------------------~ MAILING ADDRESS: __________________ City/State/Zip:------------ TELEPHONE NO.: ---------------- De~~sy~raw g¢ r .. ·· Ci~yof -... ·. . ' ----"-'--=-.....----~ ... • r. ~~ ~·, f: r r ( \'. r l -~----·---... ~ July 15, 2013 Department of Community and Economic Development Darrell Offe Offe Engineers, PLLC 13932 SE 1591h Place Renton, WA 98058-7832 Subject: Notice of Complete Application CE."Chip"Vincent, Administrator NE 7th Street East Short Plat, LUA13:0008671 SHPL-A Dear Mr. Offe: The Planning Division of the City of Renton has determined that the subject application is complete according to submittal requirements and, therefore, is accepted for review. · You will be notified if any additional information is required to continue processing your application. Please contact me at {425) 430-6581 if you have any questions.·. Sincerely, £0iA-h-d£J~ Elizabeth Higgins Senior Planner cc: · Joy & Scott Donogh / O~ner{s) · Kyle Miller -KRRV Development LLC / Applicant Renton City Hall • 1055 South Grady Way• Renton,Washington 98057 • rentonwa.gov Denis Law Mayor July 15, 2013 . Nancy Rawls Department of Transportation Renton School District 420 Park Avenue N Renton, WA 98055 . di[ ,J.~.· Department of Community and Economic Development C.E."Chip"Vincent, Administrator Subject: NE 7th Street East Short Plat LUA13-000867, SHPL-A The City of Renton's Department of Community and Economic Development (CED) has received an .application for a 4-lot single-family subdivision located at 3603 NE 7'h Street. Please see the enclosed Notice of Application for further details. 1.n order to process this application, CED needs to know ·which Renton schools would be attended by children living in residences at the location indicated above. Pleas·e fill in the appropriate schools on the list below and return this letter to my attention via mail to City of Renton, CED, Planning Division, 1055 South Grady Way, Renton, Washington 98057, via email to · ehiggins@rentonwa.gov or fax to (425) 430-7300, by July 29, 2013. ElementarySchool: ___ ~-------'------------------- 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 Comments: --------'--'--------------------- Thank you for providing this important information. If you have any questions regarding this project, please contact me at. (425) 430-6581. Sincerely, Elizabeth Higgins Senior Planner Enclosur.e Renton City Hall ~ 1055 South Grady Way • Renton, Washington 98057 • r.entonwa.gov '.J Jf11.~-CC<..) ~l, -7 City of Renton ~·,t,y () ,' ,!_.,:", ., ;'\.'iJ LAND USE PERMIT «;< .'\:1(;;-,. MASTER APPLICATION 2 ,.·uu /[j·, !~ -· J s_~ \'::.''iL::::, •1 Wl'!~/lf~ -''' PROPERTY OWNER(S) PROJECT INFORMATION PROJECT OR DEVELOPMENT NAME NAME: Scott Donogh Homes Inc. NE 7th St East PROJECT/ADDRESS(S)/LOCATION AND ZIP CODE ADDRESS 1745 Nile Ave NE 3603 NE 7th Street Renton, WA 98056 CITY: Renton, WA ZIP: 98058 KING COUNTY ASSESSOR'S ACCOUNT NUMBER(S) TELEPHONE NUMBER 206-730-0114 801110-0130 APPLICANT (if other than owner) EXISTING LAND USE(S) NAME: Kyle Miller Single Family PROPOSED LAND USE(S): COMPANY (if applicable): KRRV DEV., LLC Single Family EXISTING COMPREHENSIVE PLAN MAP DESIGNATION ADDRESS: P.O. Box 908 RSF -Residential Single Family PROPOSED COMPREHENSIVE PLAN MAP DESIGNATION CITY: Ravensdale, WA ZIP: 98051 (if applicable) N/A EXISTING ZONING TELEPHONE NUMBER 425-432-5932 R-8 CONTACT PERSON PROPOSED ZONING (if applicable): N/A SITE AREA (in square feet): NAME: Darrell Offe 28,692 SQUARE FOOTAGE OF PUBLIC ROADWAYS TO BE COMPANY (if applicable): Offe Engineers DEDICATED 0 ADDRESS: 13932 SE 159th Place SQUARE FOOTAGE OF PRIVATE ACCEF EASEMENTS ·, . Pl~#-C . PROPOSED RESIDENflAL DENSITY IN UNITS PER NET CITY: Renton, WA ZIP: 98058 ACRE (if applicable) 'b. 27 TELEPHONE NUMBER AND EMAIL ADDRESS NUMBER OF PROPOSED LOTS (if applicable) 425-260-3412 4 NUMBER OF NEW DWELLING UNITS (if applicable): Darrell.offe@comcast.net 4 PF ___ ECT INFORMATION (contit_ Jd) NUMBER OF EXISTING DWELLING UNITS (if applicable): PROJECT VALUE: 1 Completed houses $2,000,000 SQUARE FOOTAGE OF PROPOSED RESIDENTIAL IS THE SITE LOCATED IN ANY TYPE OF BUILDINGS (if applicable): Approx 2,600sf Each I ENVIRONMENTALLY CRITICAL AREA, PLEASE INCLUDE SQUARE FOOTAGE (if applicable) SQUARE FOOTAGE OF EXISTING RESIDENTIAL BUILDINGS TO REMAIN (if applicable): 0 Q AQUIFIER PROTECTION AREA ONE SQUARE FOOTAGE OF PROPOSED NON-RESIDENTIAL Q AQUIFIER PROTECTION AREA TWO BUILDINGS (if applicable) 0 Q FLOOD HAZARD AREA sq. ft SQUARE FOOTAGE OF EXISTING NON-RESIDENTIAL BUILDINGS TO REMAIN (if applicable) 0 Q GEOLOGIC HAZARD sq. ft_ NET FLOOR AREA ON NON-RESIDENTIAL BUILDINGS (if Q HABITAT CONSERVATION sq. ft. applicable): Q SHORELINE STREAMS & LAKES sq. ft_ NUMBER OF EMPLOYEES TO BE EMPLOYED BY THE NEW PROJECT (if applicable): Q WETLANDS sq. ft ------ LEGAL DESCRIPTION OF PROPERTY (Attach legal description on separate sheet with the following information included) SITUATE IN THE ~E. QUARTER OF SECTION _!L, TOWNSHIP~' RANGE 5 , IN THE CITY OF RENTON, KING COUNTY, WASHINGTON AFFIDAVIT OF OWNERSHIP I, (Print Name/s) fy / C fvt ,' ( /-c--, declare under penalty of perjury under the laws of the State of Washington that I am (please check one) __ the current owner of the property involved in this application or .;s:._ the authorized representative to act for a corporation (please attach proof of authorization) and that the foregoing statements and answers herein contained and the information herewith are in all respects true and correct to the best of my knowledge and belief. t-2-6-lo1J Date Signature of Owner/Representative Date STATE OF WASHINGTON ) ) ss COUNTY OF KING ) I certify that I know or have satisfactory evidence that 16 V L£ M f Lt-f R signed this instrument and acknowledge it to be his/her/their free and voluntary act for the uses and purpose mentioned in the instrument. Olo f o>(p / o)()l 3 Dated 1 1 Notary (Print): -M.:...J..LJ/ C...c:Hue;;.,.,L.,_t ... F:;...___,,,L,,,,_,.'--'C.....,H:u..O!LAlLT-',€~-- My appointment expires: ---4-1-,1--/__,_J .,_{r,"-l-/___.@,a..Q,_.le_::;-=/:1----------/ 7 EXHIBIT A Lot 12, 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 PLANNING DIVISION WAIVE! 1F SUBMITTAL REQUIR IENTS FOR LAND USE APPLICATIONS Plat Name Reservation 4 if.ii~~~iip~t,i,lnJW~~w~ ~@irn~iJi)' >· < Public Works Approval Letter, Stream or Lake Study, Standard 4 ~f,~~ifrpr\¥~~~ty~i: ~~pi1/n~tji~@f ::tn/ ' Stream or Lake Mitigation Plan 4 Traffic Study 2 1tr~~gy~,rWf~@pi#~r1rmPr#r;i : >>"'> Urban Design Regulations Analysis 4 Wetlands Mitigation Plan, Final 4 yy~i~W#~' fyii~@r Rl~) if.iii\ifui~~ry;::••·•: •••n•••••·•· •• ., .. Wetlands Report/Delineation 4 Applicant Agreement Statement 2 AND 3 Inventory of Existing Sites 2 AND 3 Lease Agreement, Draft 2 AND 3 Map of Existing Site Conditions 2 AND 3 Map of View Area 2 AND a Photosimulations 2 AND 3 This requirement may be waived by: 1. Property Services PROJECT NAME: NE. 7 t--SUo12-T PLAT 2. Public Works Plan Review 3. Building DATE: d v Nf 2. 7 1-.,;: 1 1 :1J 4. Planning H:\CED\Oata\Fonns·Templates\Self·Help Handouts\Planninglwaiverofsubmittalreqs.xls 06/09 PLANNING DIVISION WAIVE )F SUBMITTAL RE.QUI! i/lENTS FOR LAND USE APPLICATIONS Calculations 1 Construction Mitigation Description 2 AND 4 P~W~ R~f~i~~t/9ftW~ViP~~~~tt~m t > •' , .. Density Worksheet 4 Drainage Report 2 ~i~~\i9~~\i¥p~it~pty/~i~[#~~(}::'} u > • Environmental Checklist 4 !B#~~pij:<?##~ri#~t~f!R#iRPr1#,1•¢piif~~•:•••••••••••••••·?·••••'• Existing Easements (Recorded Copy) 4 Floor Plans , AND• @~p\#Rmni#i/ R~Jipij~~~~ ... :: •.::"''' <,,., .... · Grading Plan, Conceptual 2 @r~~irQ:ei~r•;•p~~i!#~~··•••••··• Habitat Data Report 4 1m~rpf~M~llif PW#i§!!~·•• ' ' ,,,.·.·. Irrigation Plan 4 ~ini•s9@1yA~#~,~ir:~•M*ii'r~1s#1,H~•*:~·~··••••••,•••··•· Landscape Plan, Conceptual, Legal Description 4 M#fpf §x1#1 1ri~ ~it~f Pri~if#iri~f !••••·• n:•,•>•,,,,, ... ··. Master Application Form 4 Plan Reductions (PMTs) 4 @#i@Ms~A@rpf#J'# .. IJ :: This requirement may be waived by: 1. Property Services 2. Public Works Plan Review 3. Building 4. Planning PROJECT NAME: N' e.-7 .,... ,;, /.i-D 12.-r r LA I DATE: ---'(.;'--1/_1..__,'7_,./_,_/-"-) ____ _ ' I t:AST JUl -2 /013 H:\CED\Dala\Forms-Templates\Self-Help Handouts\Planning\waiverofsubmittalreqs.xls 06/09 NE :;t" EAST SHORT PLAT 3603 NE 7'1' STREET 4 Single Family Residence -Short Plat PROJECT NARRATIVE ' '.11/i The proposal is to construct 4 new homes on the property located at the central area of the Renton Highlands off of NE 7"' Street. There is an existing house and several out buildings located on the property. The property currently gently slopes from East to West. The natural discharge location of the property is a sheet flow pattern along the westerly property line. The drainage ultimately contributes to the Cedar River. Permits required: Land Use Action permit, Utility permits, and Building permits Zoning designation: The property is zoned Single Family Residential R-8. The surrounding area is zoned single-family residential. Current Use: Residential single family Special features: No sensitive areas or special features are on or near the property. Soil Type/Drainage: The site is underlined with dense Alderwood series soils that are covered with landscape, lawn, gravel roads, and buildings. The drainage design for the proposed short plat would be to disperse 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 7"' 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 within the lower cul-de-sac of Pierce Court NE. 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 11 existing trees on the site -5 will be removed as part of road construction; 5 be will removed as part of house construction; 1 will be retained. 8 -2" caliper 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 6,621 to 9,216 square feet. There are 4 proposed lots. lob shacks, sales trailers, and model home: No proposal at this time DENSITY WORKSHEET City of Renton Development Services Division 1055 South Grady Way-Renton. WA 98055 Phone: 425-430-7200 Fax: 425-430-7231 1. Gross area of property: 1 . i-53 . tl/2 square feet I 2. Deductions: Certain areas are excluded from density calculations. These include: Public streets** Private access easements** Critical Areas* Total excluded area: 3. Subtract line 2 from line 1 for net area: 4. Divide line 3 by 43,560 for net acreage: 5. Number of dwelling units or lots planned: 0 square feet 1 eet;, square feet -square feet 2. 1ee& square feet 3. -z.o.~ square feet I 4. 0-40 acres 5. ______ units/lots 6. Divide line 5 by line 4 for net density: 6. ~, ?:z = 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. R:\PW\DEVSERV\Fonns\Planning\Jensity.doc Las1 updated: 11,0812004 1 City of Renton TREE RETENTION WORKSHEET 1. Total number of trees over 6" in diameter 1 on project site: 1. 2. Deductions: Certain trees are excluded from the retention calculation: Trees that are dead, diseased or dangerous 2 - Trees in proposed public streets - Trees in proposed private access easements/tracts 5 Trees in critical areas3 and buffers - trees trees trees trees Total number of excluded trees: 3. Subtract line 2 from 1/ne 1: ~ 2. ---'"2-""----trees 3. --~\P~--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. __ -2,=-----trees 5. List the number of 6" or larger trees that you are proposing;. to retar4 : trees 6. Subtract line 51rom line 4 for trees to be replaced: (If line 6 is less than zero, stop here. No replacement trees are required). 6. __ _._ ___ trees 7. Multiply line 6by 12" for number of required replacement inches: 7. t z. 8. Proposed size of trees to meet additional planting requirement: zY (Minimum 2" caliper trees required} 8. __ .....,.c._ __ 9. Divide line 7 by line 8 for number of replacement tref t 6 ; ! (if remainder iS .5 or greater, round up to the next whole number) 21 !Nf bt vd e!blldi ft Lli f jhi I.I! ! 9. ------ inches inches per tree trees "!El be-'•~ f bl f e!psebohf ~vi lut f 1 !n vt ucf !df ojgf e!bt It vci !cz'b!g,,t tu !>!sh~ u ,t ehboet dbqf !b!li ju oo!ps df ojgf e!bs:p* ulboelbqq'l)YI e!cz!u f !Oj!ZII I •1o~!jdbrl8,t bt-Jt vdi !bt !x f uboe1 -jt ut bn t -!-iqot lboe!q~u di/ e!t IJ]qf t-!bs !ef got e'jo!Tf dljpo!S.4.161 !pg ti f !Sf 0<p0!Nvojqqbr10pef !)SN 01! I 'IDpvoupo!Du ptf !uf ft !lj}!cf !s lbjof e!pv!ljef !pg<>j!jdbrtM bt 'boe!cvgf !Ill I 111 !!U f !Djll.!n bz!d r vjs' !n pejgdbti)o!pgli f !ul f IS lf 01Jpolqlbo!t,0lf at yg ht lf mjpo!pgU f !n byjn vn lovn cf slpg ufft!qfsSNO!S.5.2411 8bl! I "!..bdi ft !pgt ut f uut f t-'jodi ft !pgut ft !beef ellj}l<>j!jdbrtl>s bt (l;vgf !1-'boe!jod f 11pgu1 ft '!f lbjof elpo!tju !u bu b!f 'mt 1 !ti bol7l!cvub!f 'h!f bu !lti bo!3l!dbo!cf lvtf e!Lp!n ff uu f iut f l!f qrbdf n f ous rvj!/ n foil! H :\CED\Data\Forms-T cmplate.~\Self-Help Handouts\Planning\TreeRetention W Ork.sheet.doc 12/08 • AFFIDAVIT OF INSTALLATION OF PUBLIC INFORMATION SIGN City of Renton Planning Division 1055 South Grady Way, Renton, WA 98057 Phone: 425-430-7200 Fax: 425-430-7231 STATE OF WASHINGTON COUNTY OF KING 1/ .i_, -?. ,-Ji:; ,-~: I;.:..._. ;l,. ---,,_~_, /i ·\/,_lf,lc:; r,-~~ ,'--. , \·I,,-• ·'IJ • ---Le=-_, ~-:J -----"-h__,___..Yc,-,LEe=::1..~--1./Jl__,_,/'--'L.""'-l "-F.""E;..=---------' being first duly sworn on oath, deposes and says: 1. On the oJOTll day of :s-;jN€ , 20J.3., I installed infomiation sign(s) and plastic flyer box on the property 3/e03 NE. 1 Tli Sr fefl)Tol\) for the following project N f 3: TH ST EA.sr Project name j_ public located at DoN o(;:z H Hom FS TtJ c 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 infomiation 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 lnfomiation Signs Installation" handout package. ~--- Installer Signature ,20 /3' NM.~State of Washington, residing at i;_yE.eErr My commission expires on O Y / Uo J oX:!11: T I H:1CED\Data\Fonns-Templates\Self-Help Handouts\Planning\pubsign.doc -3 -0?-,,12 !ll ... " ·· I + ALTA Commitment (6/17/06) AL TA Commitment Form COMMITMENT FOR TITLE INSURANCE Issued by STEWART TITLE GUARANTY COMPANY '. STEWART TITLE GUARANTY COMPANY, a Texas Corporation ("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 Band 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. IN WITNESS WHEREOF, Stewart Title Guaranty Company has caused its corporate name and seal to be affixed by its duly authorized officers on the date shown in Schedule A. Countersigned by: Stewart Title Company 1420 5th Avenue, Suite 440 Seattle, WA 98101 (206) 770-8700 stewarf title guaranty company Copyright 2006-2009 American Land Tille Association. All rights reserved. The use of this Form is reslricled ta AL TA licensees and AL TA members ,n good stard1ng as of the dale of use All other uses are proh1b1ted Reprinted under license from the Amerrcan Land Tille Assoc1alion File No. 01148-22979 004-UN AL TA Commitment (6/17/06) /~~ Matt Morris President and CEO ~ AMIIUCA:-. lU•(l llTLl Secretary CONDITIONS 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 matter, the Company at its option may amend Schedule B of this Commitment accordingly, but such amendment shall not relieve the Company from liability previously incurred pursuant to paragraph 3 of these Conditions. 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 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. 5. The policy to be issued contains 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 al< http./lwww.alta.org/>. All notices required to be given the Company and any statement in writing required to be furnished the Company shall be addressed to it at P.O. Box 2029, Houston, Texas 77252. Copyright 2006-2009 American Land Title Association. All rights reserved. The use of this form 1s reslricted to AL TA licensees ar.dAL TA members 1n good standing as :Ji lhe date of use All other uses are prohibited. Reprinted under license from the American Land Tille Association File No. 01148-22979 004-UN AL TA Commitment (6117106) A•1,HA.a:A~ I ~-.11 111 l I '-'"" '" 1,,.~ -Jt.,.;. ff.":; stewart title Title Officer: Chris Rollins Phone: (206) 770-8715 Email: chris.rollins@stewart.com SCHEDULE A 1. Effective Date: June 18, 2013 at 8:00 AM 2. Policy Or Policies To Be Issued: (X) ALTA HOMEOWNER'S POLICY, (02/03/10) (Underwriting fee -11%) BUILDER RATE Proposed Insured: To be determined ( X) ALTA EXTENDED LOAN POLICY (6/17/06) (Underwriting fee -11%) SIMULTANEOUS ISSUE RATE Proposed Insured: To Be Determined Stewart Title Company 18000 International Blvd, Suite 401 SeaTac, WA 98188 Phone: (206) 770-8700 Order Number: 01148-22979 Customer Reference: Scott Donogh Amount: To Be Determined Premium: Tax: Total: Amount: To Be Determined Premium: Tax: Total: 3. The estate or interest in the land described or referred to in this Commitment and covered herein is: Fee Simple 4. Title to said estate or interest in said land is al the effective date hereof vested in: Scott Donogh Homes Inc., a Washington Corporation 5. The land referred to in this commitment is described as follows: SEE EXHIBIT '"A" ATTACHED HERETO EXHIBIT "A" LEGAL DESCRIPTION Lot(s) 12, Block 2, Stewart's Highland Acre Tracts, according to the plat thereof recorded in Volume 43 of Plats, Page(s) 17, records of King County, Washington. Situate in the County of King, State of Washington. COMMITMENT FOR TITLE INSURANCE SCHEDULE 8 Part I Schedule B of the policy or policies to be issued will contain exceptions to the following matters unless the same are disposed of to the satisfaction of the Company: GENERAL EXCEPTIONS A. Taxes or assessments which are not shown as existing liens by the public records. B. (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 (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. C. Extended coverage exceptions as follows: (1) Rights or claims of parties in possession not shown by the public records. (2) Easements, claims of easement or encumbrances which are not shown by the public records. (3) 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. ( 4) 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. D. Any service, installation, connection, maintenance, tap, capacity, construction or reimbursement charges for sewer, water, electricity or other utilities, or for garbage collection and disposal. E. Defects, liens, encumbrances, adverse claims or other matters, if any, created, first appearing in the public records or attaching subsequent to the effective date hereof but prior to the date the proposed insured acquires of record for value the estate or interest or mortgage thereon covered by this commitment. F. 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 United States Government, or riparian rights, if any. SPECIAL EXCEPTIONS FOLLOW COMMITMENT FOR TITLE INSURANCE SCHEDULE B Part I SPECIAL EXCEPTIONS 1. Payment of Real Estate Excise Tax, if required. The property described herein is situated within the boundaries of local taxing authority of the City of Renton. Present Rate of Real Estate Excise Tax as of the date herein is 1. 78% and the levy code is 2100. 2. Owner's policy coverage to be verified through written instructions or a complete copy of the purchase and sale agreement should be submitted. 3. General taxes: Year: Amount Billed: Amount Paid: Amount Due: First half delinquent May 1; Second half delinquent November 1: 2013 $2,996.67 $1,498.34 Tax Account No.: $1,498.33, plus interest and penalty if delinquent 801110-0130-01 Levy Code: 2100 Land: $166,000.00 Improvements: $44,000.00 Note: King County Treasurer, 500 4th Avenue, 6th Floor Admin. Bldg., Seattle, WA 98104 (206) 296-7300 Web Address: http://webapp.metrokc.gov/kctaxinfo/. 4. Liability for sewer treatment capacity charges that may be assessed but not disclosed in the public records. Please contact the King County Capacity Charge Department for further information at 206-296-1450. 5. Deed of Trust and the terms and conditions thereof: Grantor: Scott Donogh Homes Inc. Trustee: Rainier Title Beneficiary: M&T Bank Amount: $180,000.00 Dated: June 13, 2013 Recorded: June 14, 2013 Recording No.: 20130614001277 The amount now secured by said Deed of Trust and the terms upon which the same can be discharged or assumed should be ascertained from the holder of the indebtedness secured. 6. Hazardous Substances Agreement and the terms and conditions thereof: Granter: Scott Donogh Homes Inc. Grantee: M&T Bank Recorded: June 14, 2013 Recording No.: 20130614001278 The amount now secured by said Deed of Trust and the terms upon which the same can be discharged or assumed should be ascertained from the holder of the indebtedness secured. 7. Evidence of the identity and authority of the officers of Scott Donogh Homes Inc. to execute the forthcoming instrument must be submitted. 8. Title is to vest in persons not yet revealed and when so vested will be subject to matters disclosed by a search of the records against their names. 9. Exceptions and Reservations contained in deed from Northern Pacific Railroad Company, whereby the Granter excepts and reserves all oil, gases, coal, ores, minerals, fossils, etc., and the right of entry for opening, developing and working the same and providing that such rights shall not be exercised until provision has been made for full payment of all damages sustained by reason of such entry, recorded under Recording No. 241450. NOTE: No examination has been made to determine the present record owner of the above minerals, or mineral lands and appurtenant rights thereto, or to determine matters which may affect the lands or rights so reserved. 10. Restrictions, easements, dedications, and delineated matters contained on the face of the Plat of Stewart's Highland Acre Tracts as recorded in Volume 43 of Plats, Page(s) 17, and any amendments thereto. END OF SPECIAL EXCEPTIONS COMMITMENT FOR TITLE INSURANCE SCHEDULE B Part II The following are the requirements to be complied with: Item (a) Item (b) Note: Format: Payment to or for the account of the granters or mortgagors of the full consideration for the estate or interest to be insured. Proper instrument(s) creating the estate or interest to be insured must be executed and duly filed for record. 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. Margins to be 3" on top of first page, 1" on sides and bottom, 1" on top, sides and bottom of each succeeding page. Font size of 8 points or larger and paper size of no more than 8 \','' 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 quarter section for unplatted). Assessor's tax parcel number(s). Return address which may appear in the upper left hand 3" top margin. NOTES: COMMITMENT FOR TITLE INSURANCE SCHEDULE B Part II NOTE A: In order to assure timely recording all recording packages should be sent to: Stewart Title Company 18000 International Blvd, Suite 401, SeaTac, WA 98188 Attn: Recorder NOTE B: The description can be abbreviated as suggested below if necessary to meet standardization requirements. The full text of the description must appear in the document(s) to be insured. Lt. 12, Blk. 2, Stewart's Highland Acre Tracts NOTE C: It is our understanding that the proposed insured has requested a Homeowner's Policy of Title Insurance. This form of policy will be issued provided all the underwriting requirements for the Homeowner's Policy are satisfied and the necessary premiums are paid. Please be advised that extended coverage, which would delete paragraphs C, E and F from Schedule B Part I to this Commitment, is available in lieu of the Homeowner's Policy for an additional charge (additional underwriting requirements may also apply). Please note that while extended coverage is generally considered to provide more overall protection for the insured, the Homeowner's Policy does provide more protection than extended coverage in some areas. Note D: A flat Recording Fee will be applied to all residential transactions with the exception of Cash Sales and Relocations. Fees are $110 if a Refinance and $175 if a sale. Any excise tax charges are additional to the proposed fees (example: $10 for Quit Claim Deeds and Government Transfers). NOTE E: The records of King County and/or our inspection indicate that the address of the improvement located on said land is 3603 NE 7th St., Renton, WA 98056. NOTE F: The Loan Policy to issue will contain an 8.1 (Environmental Protection Lien) Endorsement and a CL TA 100 Endorsement or equivalent. NOTE G: In the event of cancellation, a cancellation charge may be made. NOTE H: The following deeds affecting the property herein described have been recorded within the last 24 months: Type of Document: Recorded: Recording No.: First Party: Second Party: cle Statutory Warranty Deed June 14, 2013 20130614001276 Kathleen E. Barrows, a married person as a separate estate Scott Donogh Homes Inc., a Washington corporation END OF SCHEDULE B STG Privacy Notice 1 (Rev 01/26/09) Stewart Title Companies WHAT DO THE STEWART TITLE COMPANIES DO WITH YOUR PERSONAL INFORMATION? Federal and applicable state law and regulations give consumers the right to limit some but not all sharing. Federal and applicable state law regulations also require us to tell you how we collect, share, and protect your personal information. Please read this notice carefully to understand how we use your personal information. This privacy notice is distributed on behalf of the Stewart Title Guaranty Company and its affiliates (the Stewart Title Companies), pursuant to Title V of the Gramm-Leach-Bliley Act (GLBA). The types of personal information we collect and share depend on the product or service that you have sought through us. This information can include social security numbers and driver's license number. All financial companies, such as the Stewart Title Companies, need to share customers' personal information to run their everyday business-to process transactions and maintain customer accounts. In the section below, we list the reasons that we can share customers' personal information; the reasons that we choose to share; and whether you can limit this sharing. Reasons we can share your personal information Do we share? Can you limit this sharing? 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, malling, and auditing services, Yes No and responding to court orders and legal investigations. For our marketing purposes-to offer our products and services to you. Yes No For joint marketing with other financial companies No We don't share For our affiliates' everyday business purposes-information about your transactions and experiences. Affiliates are companies related by common Yes No ownership or control. They can be financial and non.financial companies. Our affiliates may include companies with a Stewart name; financial companies, such as Stewart. Title Company For our affiliates' everyday business purposes-information about your No We don't share creditworthiness. For our affiliates to market to you Yes No For non-affiliates to market to you. Non-affiliates are companies not related by No We don't share common ownership or control. They can be financial and non-financial companies. We may disclose your personal information to our affiliates or to non-affiliates as permitted by law. lf you request a transaction with a non-affiliate, such as a third party insurance company, we will disclose your personal information to that non-affiliate. [We do not control their subsequent use of information, and suggest you refer to their privacy notices.] Sharing practices How often do the Stewart Title Companies We must notify you about our sharing practices when you request a transaction. notify me about their practices? How do the Stewart Title Companies To protect your personal information from unauthorized access and use, we use protect my personal information? security measures that comply with federal and state Jaw. These measures include computer, file, and buildinn safeouards. How do the Stewart Title Companies We collect your personal information, for example, when you collect my personal information? • request insurance-related services • provide such information to us We also collect your personal information from others, such as the real estate agent or lender involved in your transaction, credit reporting agencies, affiliates or other companies. What sharing can I limit? Although federal and state law give you the right to limit sharing (e.g., opt out) in certain instances, we do not share vour oersonal information in those instances. Contact Us If you have any questions about this privacy notice, please contact us at: Stewart Title Guaranty Com an , 1980 Post Oak Blvd., Privac Officer, Houston, Texas 77056 File No.: 01148-22979 Page 1 of 1 e_stewart •title ORDER NO: 01148-22979 This sketch is provided without charge for information. It is not intended to show all matters related to the property including, but not limited to area, dimensions, encroachments or locations or boundaries. It's not a part of. nor does it modify, the commitment or 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 fu1ther information 0 •• .. a ~ ~ ,, > H ""' ·~ g 211rn9 gp 0045 m,~ "' " a ~ ~ 10 U7Dl U 10 ~" •• • ' .U"l03 ~ 0121l a, N ,, 1:l: 2Ull 1::1 0060 11 ,~ ~ ~ ··~ .., m ~ N ~ ~~ m• m ~· NO 1) 21!1rl! B8 1:1 1061 13 • 7 C 0 o,<" •• :rn20 a •• ~lil!l ...... - "'" 14 "" T. 0 ~ 14 • IU i -,_ Drnnch :STK,Uscr .52(,2 KING,WA Order: 0 l l 48-22979 litk Officer Com1m.:nt CONSTRUCTION DEED DF TRUST DATE: June 13, 2013 R,qference II (if applicable):~ Grantor(s): 1. Scott Donogh Homes Inc G,antee(s) 1. M&T Bank 2. Rainie, Title. Trustee Legal Description: Lot 12, Blk 2, Stewarts Highland Acre Tracts ASS8!'1SOr's TaJl Parcel 10#: 801110-0130-01 Additional on page Additional on page 2 MAXIMUM LIEN. The lhln of this OIHld of Trust shi!d not exceed at any one tima $180,000.00. THI$ OEED OF TRUST ls deted June 13. Z013. emong Scott Donogh Homes Inc, whoH C11ddr~n is 1745 Nile Ave NE, Renton, WA 980&9 {"G,ento.-"); M&T Bank, whose mailing taddntH i:11 Oregon Region. 4949 SW MHdow:11 Road, Suite 500, Lake Oswego, OR 97035 (relenad to below aometlm88 aa wlender~ end aonie1im1!!1S as "Ben11ficiery"): and Rainier ntle, whosa mailing address is 841 Central Avenue NI Suite C105, Kent, WA 98032 (N;1.f11rr11d 10 bolow H ~Trustee"}. Station IJ ·SGQCJ Page 1 of9 Printed on 612612013 12 3945 P:,,1 Document TDD 20130614001277 Hrnnch :STK,LTscr .5262 KJNG,WA Order: 0114H-2297~) Title Off1ctT Comment Lo11n No: 98123471957 DEED OF TRUST I Contln ued) CONVEYANCE AND GRANT. For v1kl•bl1 coru1idiln11Q'I, OrlllltQI' C°'1Hl'I. IQ Tr1t1111 In uuu with pc,w..-or 11111, riat,t or Ultry and ,io11u,ulon and for tha bonoflt of Landor as lknd!clary. all of -Gr111"11or"s right, 1hh1, 11nd interest ·n IIOO 10 tt.8 fellowing d<,o,Qb,d n,111 proi:eoiv, togetllor with oil e•i.:iti,,g 0< svttuquently w-oc111d IX attm,d buildin'}:I, improvama,,h and tl•1u1a1.; all aasament1, tight& ol way, and appurtenarcn; ,ijl wB1111r, wn1n1 right• find ditl'.?l'I right1<1 (including s1oc~_ 1n irt4111et will1 ditch or irrlgll1i¢1'1 ri9h1sl; ~r'ld Q.lt 01her riQt'IU: royeltlH, 11nd orotia 11110~ 10 the ~,r i:,1opeft'Y, /n<:IWinQ w,1hout 11m1111lon all 'Tllnerola, oil. gas, geothermal llfld s1mil-, m,n11r11, (the dRea1 Property~} located in King County, S1at• of Washington; Lot 12, Block 2, Stawsrt'e Hlghland Acr& Tract,. according 10 the plat thereof n,corded In Volume 43 t1f Plots. pege 17. rec;o,d:s of King County, We:shington. Situl'lltO in 1he County of King, S1ete of Washington. The Rul Property Of it.!I 11ddr11.!l.!I l.!1 c:omrnonly known as 3603 NE 7th Stn,ttt. !=l:111nton. WA 98056. The Real Property tax identification numbar is 801110-0130-01. Grontor hGflll'by ou<gn, ea ,ecuritv to liinder, all of Gr,11ntor'r right, title, 11nd int111rnt In aid 10 1111 leef.Oa. R1mls, and prof!tll of 1h, P!oparw. Tht-us1gnm&n1 1, re,cord&d lri aecc>rdllf'lee wt,l't RCW 65.0S.070: WI IIIN'I crHtM I>~ thlll e8slo;lnm11m is intend,d ta bis ,pec,tic, p,ne,;:ltd and cl'oate upori t~ l'JCOrdlrlQ ot 1his ~dot Trvst. toodar grant& to Gn1nlor • lic11nM to coll,u;t the R111n1, .,n:;1 profits, which lic,m•e may b" rr.-(lkl$<.f "1 Lero,Uu's opt<l'.ln atld th811 bf! 8"1oma1!cdy mvok!M:l upon acceleHnion af lllll or par1 of the lndabtadnen. In edditiOII, Gmntar gr,1m, to Lender a Unllarm Commerc:ial Code uc:uritv int~1es.1, n !tie Pertanel Prop11nv and Rem,. THIS DEED OP TAUST. INCUJOIH<i THE ASSIGNMENT OF RENTS ANO THIE SECURITY "'llEREST IN THE RENTS ANO PERSONAL PROPERTY. IS ll!VEN TO SEettRE (Al PA VMENT 0¥ THE INDl:ITEDNESS AND (Bl PEAFOI\MANC:E QF ANY AND ALL OSUOATIONS UNDf:R THE l'IOT't.. THE RELATED DOCUMENTS, AND THIS DEED OF TRUST, TH18 DEED OF TRUST IS GIVEN AND ACCEPTED ON THE FOU.DWING TERMS: PAYMfNT ANO PERFORMANCE. E,:c,1pt as otherwise provi<x<j ir1 thi1 Deed of Trust. Granter sh.air p11y to Lender all ,mount, sacurlld by this 0...d al Truat All 1h8y b9ca~• du111, and 11h,11II strlmly and in , timely m1mnM pt1rforrn all of GrentOl''e obli!)atitm• und111• lh• Note. lhie D"9<:I ot Trvat. erod the Rel1Jted Ooeurnent,. CONSTRUCTIQN MOl!TQAOE. Thi,J 011.d QI Tr\l,t ~ e "c,,..,,,n...:tion 11"1QrlgP>!1$" 11;>1 the purJ)Q¥H t,>I ~c1ion3 9-334 and 2A·309 or 1h11 Uniform Commercial COQO, as 1hou ,octlans hEl',e been adapred by 1'1& Su1111 al Wnhington. POSSESSION AND MAINTENANCE OF TH"E PROf'ERTY. G,a111or ag1e111 Ulllt Grantor's OOJSession a11d un of tlle Prop11rtv &hall to govom11d by th11 following prov I~'"·'""· P11Uu1ion ancl Ua•. Un1il 1he occ..-renc-e of 11n Ev,mt ol Oef.81ull, Orantor mey (1) rema.n in paauuion ,'.md control ol 1he P1ooorty; 12) u:se, aperatiii a, managa 1h11, Proo,arty; eM (31 colect thG R$1Yta from rha Property (thit privilege ia 1 ~cnl'l:lle from Lender to Gran1or IN!omaticelly revoked upon dllflll.lltJ. Th& ro11awlng i:irovlsions r11l11t11 to the use of 1he Proi:iartv or 10 other limi1111iona on the FT~. The ~el Property is no1 used prineipal!y lo, ;111gri,;ultuu,t g1,1rposo,, Duty to M1lmaln. Grnnlor nh!llt m11lnt1in ttMI Prcpnrty in 1ans,111bt11 condi"tian nnd promplly parlorrn all repaira, ,,pt1:1ellfflent, •• ttnd n,air,'.6l'IIM'IC9 nt1Cflau,v la pruar.,.. it~ 11,11!u11, Nultanc1, Wa.1,10. Gramor 1hel not c:au:;.t, conduc, a, p,ttmit M'f Ro,Jlumc:.11 oor comm1,. p.11rmtt, or sutlar ,ny str~ng at Cll" weste en Dr ta the Prapeny or any panion of 11'18 Propertv. \'Vi1l'l01J1 Hmltlng trie iienarelity or the fo,.,90;ng, G,r,tor will not ~mqye. or gr11rtt to eny ,nht<" P¥ty the rlgtd fo ~mova. lll"IY timb.r. mlner11ls /Including oil and gaal, coal, i::11111. e,:;;ori1, soil, graver o, roe~ produ~t$ witho!.11 lencler·e p~OF wrrrten cons4.mt. R1mtro'al of l~1111am8f1U. Gr,n1ar sh11II not demolish ar ramove Brrf lmprovemH1!1 Item tha Raef Proparty wilhoul lende,'s p,io, written COr\Sen1. As & c:ondhion to the removal of any lmp,ovem(1111a, Lendflr mt1y rBQUira Gror'ltor ta make arrangements sati!lfacrary to Lender 10 replace ,uc:h tmp,011ernem, ,,...hh lmp,ovements af at lea.sl ~qual 11.alua. tendllr'1 Right to Encar. L11ndef and Ler,der'a lli'ijl!nts end reprnentl'lives rn11y enter llpon the Ae3 Property et all rQ1anable tim,s• 10 attend to Lender", inlerMla and to inspect th111 Rsal Propeny 10F p,.rpou,1 o1 Gr110tor·1 compllence wi1h the 1arm1 end conditlo11• af 1"'8 Deed of Tr1111. ComplJanea wttr, OovemmeMa R1qulrem8"1'1. Orantor shd promptly comply, and shall prOl'T\pdy couse comp11ar.ce bV all agems, tenam& c, other persons or amltlff of ev&ry nature wh11~r wno rent. le111e or othllrw!,11 .1,a or oi:cu:i~ the Prop!!rty In •rrv menne,o, "'Ith all l11w1, ot"dlnlll"Ces, 1)1"1(1 re;u!11t10M, row or hore11f'T11r in •fleet, of 1111 gc,vt1rnm11rrtat authorities apphc:able to lhe us& or occu;u1ncv al the P•ap11rtv, including wiff1out !imitatiot'I, 1he A~1ie-With oc,..ti~iti,N. At:1. G,.v,1"' ~ eon, .. , In 9(>(ld ls,1h l'lt'lf wch tew, o,diru1ne., o, re<;IUl11tion ind withhold compliance du,ing llinV p,aceecfing, lm:luding 11p.pra priet, 11ppeel1. so fang 111 Oren1Df he1 notified Lender in wri1ing p,ri¢, ta dok',g to M>CI to !orig as. in land11'1 tole ot)inion, Le~dllf't ,n111ru11 in 1/'111 Property life l"'Dt li!IDPllfllized. Lender m11y require Gr11mar to po11t allequo11t teQ.l"ity or a surotv bond. 111uan11bly 1atitlhi.c:1ory 10 L•ndM, 10 prot11ct L&or1er'11 ,m11, .. s1. Oi.rty to Pl'olKI. (J,.nlo, .-;t•eo, nai1her to 1b&ndo11 or i.sv, unolt~ the Prop8f'ly. GrWtto, >i<hldl do ,,JI ,;,the< IICl.5, In 11ddhiDt110 1ho111 Gell set lonh above in thill 111<:tlon, which lrom 1h11 ch11racter and llH of tile PToperty DrG reasonllbly ,...,ceullf'i 10 protect end orese...-11 the Proi,ertv Conetr~lon Loan, If 110me o, e'I ol the proceo1d1 of tNI loin cr11at1ng lhtt Indebted-ere to be used to conetrUGt or complete co~1,i.,c1ion ol Mf"f ltl'lpl'o·um11m., O'll 1h11 Proper!,;. th11 lmpl'()v11msn1" a/1,!ilt ho, completed r'IO lat~ rh~n 1he met~ity d.ote ol Ille Note lor $UC:h _,a, dato aa Lender mey r8880f1Pbly eetsbl<llhl /llr'd Orentor $"81 pav in full d co11u ind up11na111 ~ conractlon "'ilh tha won. Lander .... m di1buru loan procllllCl1 under such term, and concltliont M lender may deem ,enonablv neoassary 10 inture that the interul created by 1N1 Deed ol Trw.t ,;hall hoYe prio1i1Y oYar el pauibkli !iBfl:II, lnc'udlflll lho»e ol rmnerlal •Ul>P'ieu ood workmen. LilrrOer m1y requlra, ~ otl'l&r things. that dl!lbturs-ement re-::tuettt till s~po,1ed by reclliot&d bill. llKi:,ense .!!Hld1!11111s. waivllfl ot ·iens, cQn.,~tion progrns r11p(HU, 11"d si.x:~ Q(hr.t1 dQcv:nentetlOf'l n Ler.d!Jf mr,y r111n0f111t,,ly ,,q,...,t, TAXES AND LIENS. The tollowin& p1,:,vi11io,,., r"!lllirlg 1Q 1he t1mta end 1io,n, on 1hiii F'l-op"'1., 11,• par! of 1hie O.,,ed Ill T,ust: Payment. Gr11ntor &hllft p,sy wheJI d1.e (and i'I 11.I e~onts prior to delinquency) all tues, special ta.lteli. "~assmefrul. c~11rgt,11 (onclud·ng w1:tter ersd &81°'etl. lines 11nd lmpa~Ml'\$ l!lvied 119ainst or on !IC(:()Un't of the PropfJrty. sni;I M'111 p11y wl'tlll"l due 81 cla,m11 Jo, wo,k dona on or fOf Ulf'lliCM 1endll,11d n, meter,111 1u,rii&hfld la the Proia1tv. Gre,r,tor Station Id S(,QO Page 2 of9 Printed on 612612013 J:U94.\ I'M Document: TDD 2013.0614001277 Drand1 :STK_l_':;cr ·_"126:2 KING,WA Order. 01148-22979 Title Officer· Comment: loan No: 98123471857 DEED OF TRUST (Continuadl shill mainu1,n 1ti11 Propartv free ol all !iori, havir'9 pri<;,i1y "Y'".,.. equ•I ro the rit•n .. 1 ol l1nd11, la'ld.11 1hi1 Ollld or Tru,t, ucop1 for !hlii ~en Qf 1ue11 ,a,-.J w«111,.,nent1 001 dl:JO!I and ucept .as olherwis11 proviced in lhit ~ or Tru1t. fll(lht 10 Conrut. Grllf',l!W moy withhold pirymem ol any 1ox, 11SM11Smen1, Of elalm In cor,ru1c1Jan whh a good faith di:saure o ... er the at11;.;iation to PIIY, so Iona as lendm's intwest in cl'lfl Praoerty Is not jraopc,dlu,;I, 1111 lien ortff's ~ i~ fll&(S as II frH.tl ot f'IO/\ptiym~mt. Gr,ntor shill within l11'teo,ri !Hi) d'aye 1JJt11r thll lien llli1n or, it a hen ii tiled. within Mi.en l151 days efter Gr11"1or hM 11t1Liu of that filing. BKIHII Vllt d,$Cha<~ of the lie.I'll, o, ii i~SIAd by Lerw:lit•, rhpc1i1 with Lend1, cuh ,o, e eulficierll c01poriu11 t.urety bond o, oth1r ncut1ly HtialeclOt\f 10 lend9' in an .!t"T'Oun1 11.tHic~m 10 dischatQII the lien plt.'S iir,y cotis and atturneve' fen. Qf Qthe, charQe1 lhe1 could 11cct1W 81 e tHul1 ol e foro<:loJuro or 1elo ....-00 :ho li<lr,. Ir. ariv CMtett, Gren1« st\1111 delend i1self and Lender end shell utl$f¥ any ad ... erse jlro9rnem bele<"e ef11C<"cemant i,gziln:i.t th8 Ptop<,r.y, Grenlor 1h.iill ~ Lel"l(ie,r "an 11,;lditiun,1 ublion und8r !lf'•Y ,,.~81V bonr.t !vrnish~ in th9 con:!lal pro,;eed,nge. fvidwi.ce of Payment. G,u1or ~hall uJ)lln dflmar.d lutnilih IO Landu &ati1l11CIO/)' avid1nce o1 payment ol the IIIXn or 11nff.v.rnent1 iv,d 1""-11 •llthori,a 1t,a app,opr!nt, gove,r.mem1I official to M~vllf 10 lender 11 ..,.., ti-ne e wriuen 11a1,m&nt ol 1he TUH arw:l HHHm8nt11 ageintt tha F'ropet1y. Nade11 of Comm,cnhm. G,antor s~t notlly l~ndar a1 loalt ILft<l<ln I 15f d..,.t bDIMO any work ii c11mmono:ed. any servlcH u.a furnish1d, or .:iny m111anals are n,ppl!C'G to~ F'l'operty. if ~ny mechaolc's hen. met1rl11imer,'1 li•n, or 01h11, li!IO could be enerted on 1ccDU11t of the work. servlcla. or m•teri.ala and the cost uceeda ~1.000.00. G1¥1tor wi• up(rn ,squeal ot lander lurr'liel'I 10 Lander /ldvlll'IOl!I ea&urer1c111 Ht.,,rnctory to Lander that Gr11f1lor con !Vld w,I j}AV 1h11 coat of 1..ch impmvaments. PROf'EJITY DAMAIJI: IN5URA!'tCE. Thfl toNowlng provision, r!!l11t1ng IQ lrourlr\11 the Praperty are il 1)411: o! ll'lit Offd ot Trust. MmlMer,.anc. of 1n1u,1nce, Gt&nto, th811 procure and maintain poliein ot 11rti insurance with t1aridard e1etend9d eoverege enO()feementa on • 111,r .,elue-besie for th11 fvl meurable ~alo.At covaril'IQ all l'"p,ovemen1e on the Real Property in an amo,.ont avtfii::;ie,r,t to ... oid applicetiorr of 11ny ,;;,;,irq.ura1><;II ,;;lav,e, 11nd with 8 •tlll1odard mor113a9H cl11u .. in favor ol Landt!r. (hantor •h•II 813a procure and mam111ir, comprehenSl'III general liability inlutenc11 in such covOf&Q• 11moun11 11 Lender mrt reqUl'IU with Trus1e11 and Ltnder btiilQ M'fl9d M odditiorlel inMJrod', in 1wch ~ability inturano::a po~clo1. Adll'tlon11Uy. Gr11n10, &hall maintain StJch o11sor •nsurance, Including but l'IO'I llml111d t,;r her!lfd. bu~U'Mln interruptioll, nod boiler l"ltluriir,,::111, !IS lender !Tl8V lfllMOl\llltil'I' ~ulre. Pollde~ 5hl!l he written in form, amounte. COlitrllQIM end bule rl!leeonably accet:rteble to Lender and i1111!.led bv II c:ompenv t1r com.isni1J1 reuon11bfy ac0$J>'Tetde to Lendef. G,antar, upon reql>'lel of l&nder, ...-;a deli.,... !O l1!1ndlt rrom tirna 1,i time 1he policies c,r cer1iHce1e1 ol irl&uranc1 In rorm 111i1lac.1Qfy to Land1tt, i11cl.Jdi"9 1tipule1ion1 Iha! coverage11 w,11 rot bll caoci,lkld or diminished wilhovl at l1a1n1 thirty (JCI deve prior w1it18fl oolice 10 Lender. Each insurance policy els.a !Iha!! lnclud1 "" e11dor111m11nt pl'QV!dinog 1h111 c11~er,ga In t,vor ot Lendar W1U not bit impmrod'" any way by 5ny 11Ct. omission Of dei111Jt of Grer>1o,r Of ony D'lt:er por111n. Shollld 1he 11nl Prop$!'ty be located In an 11rn de1'9na1ed by the Dir11i:.1or of 1h1 Fl!deral fm~11ncy Man,51tmen1 A,genc:y " • $p,&Clal Hood l'lu:ard 11111e, Granre<" agr1e1 to obtein end mh'ltaITT Fede-,al fk;,od lnau1aoc11, it .... ailable. within 45 d11ya 11111111 nocic:e i1 giv"'1 by Lender the1 1h, P1<:,per1y ii tocBl&d in• 1pvci9111ood hufltd 1110, to, 1ha ,._. ...-.:,aid prjneipal tNllanc11 of iht loan 9f>d any priof llena .,n, th& prcpen_y !acurlng tlMI ro1111. up 10 ~rie me,i:imum polieo, ,mi11 HI unclar the Natlorlal Flul>d lnsure"ce P1-0g1Qlfl. ar a. ot~-IM ,,quired t,y lendu. tnd co m1lntain 1ueh ln1ur•nce tot the te-rm o11he lo.n. '-pplic•llo" of Pro<: .. d&, G,er,1(1, e~lrlll j)<<>rnpdy natlly Lender ol any loH or dam191 1o Itta Prop11,1v if the auimotad coal of raP41ir D• r"J)l-™1nl 11Icn<h, tt,OOQ.OO. Lander may ma~a pmar or !oss ii 13rantor ra~110 d11 ,o within Hft&ell (15) dov1 ol the C8'1J81ty. Whethet' or not Lender'~ secumy ,1 impaired, Lender may, et leodo:l1's alftcdoo, recaMt and fQtain 1ke procl!9ds of env insuranca ind apply 1ha pr00!!ed1 to Iha n:11:l~Ctii,n of 1h11 ln"9titedr,1n1, P•vmant ol .lrl)' lien llf1ec,lr,g 1ha PrOf)l!lrty, or 1h11 iUltH'Bllon and 1•p,lr -,1 rlMJ Pr-,pany. II l.4tr\CIH' ole<:ts io opply th1 proceeds to rustoretlon one! repair, Gr~tot shal rePGII 1)1' 1ep1«0 thc:r o;Som&ged or du1royed lmprovamenu In e manner sa,lstlC!or,o IB L.Mder. Lenw sh!!I. upo11 u~eractory proof ot svel! e11:pencl1~. pav or ,aionbvrae Granto, from lhe pro,.;eed'a lor tile re11S1;rnabkl c~I <)f rep,ir or rHlOfetOOn ii Or,ntor i1 11ot in defaul1 under thia Dnd of Trust, Any pro;;ei,d1 whi,;h hl!~11 not b""" diaWnd wilhin 1tl0 d.flyl!I .-.!181' their •llceipl Md which Lande, h111t, not comm,ttod m, !he rape;, or ,aatQf&lion ol tha F',opertv shah be used fir111 to p11y llnY amount owing io Lender un<ar 1h111, Deed ot TNsl. 1her1 to pay 31::Ciued ln111ru1, arid 11'18 fOmeinder, If ,,,y, thtll bll 11PPliod w 1no prioeJp,1 bolence ot l~ lndebte,dr>an. Ir I.ender hold, eny procoe,::ls a~ p11)'m11nt In full ot t:t,e lni:1"9btedr"IIH, ,uch prQ0&ed11 &1'1811 be paid wflt,out Interest to Gr,ntor es Gr<'1n1or'e in,e,1111118 mey eppu,. Gt"entor'1 Pl1p,grt on ..-..u,..-.::1. Upon n,qi.'illlt of Lendar. haw11ver not more 1h&n one, a y11111, C.,antor 1ti1ll luml&h IQ Lenc111, e rAporl on each existing pol,c,y ol inetMence 1how,ng: (11 the nDl'\'18 of the !natM11r; 12) lhs nska irm.nd; 131 1he ernount ol Lhe policy; 14) tl,,e p,oper1y inau1111d, tht !hen current r11plecament ~---ol s"ch prapo,rty. ,,.d 1he manner of dtJ11rmrli"9 1hal vidl,;a; 11nd (51 the upil"•tio11 CUit• of the pofi,::y. GrMtor shd, Ll}On request ol Lender. heve 8tl indeo,indent ftPP'1!ur 1111'9f..:t«v to lander O.tennine Iha c111h veU 1epl&cem11nt 001,t ot 1he P,openy LENDiR'S EXPENOfTUAES. II any action or p•o<:Hdi~ II C:QflYtlOnctd ThtT wo,,cld materi•ilV etlec:c Leftder"s imore,i.1 in the Ptopenv QI rl Gr•ntof f11Q 10 comp!y with 11ny provision ot 1Na Deed of lNst or any Rsl&tlld Oocwrente. lntlod"'9 M not hm,ted io Gr!lf',1C<"0 & f.eilunr 10 diKhef9!11 or pay wf,en due 11nv 11rtKJunts Grantor is Ollql.lired to di&ehlw{tl or pay undsr this D,i,d t1I T,u:,u or 1fJrtY R,lati,d Docvmenta, L..umfor Qn Gr.-,tor'1 b11hllll may lbut shall nr;rt b1 ob!iglrted 101 L1k1 any 1ctiQn thlll Lander dum1 apprup,ialt, including but nol 1im,i1ed to d~eh•ping m payillg all 111xe1, 601l1, 88C1.tt1iy ir1t,or<11t1, 11Reumbrnnca1 ard <)ther claimt. 11 •"Y lime lfivie-c tir plllc&d on 1h1 F'rop.artv and ~ing all co1u !Of Insuring, inAIMAlnir,g 111'\d pHIHfVlng tlwt Pmper1y. AH such ,i~pendtrun,e lrlr:'-Tl&d or aeld by Leoder tor suM purgows wll 11'Hln t;,aa, lntere,t 111 the 111te c:'IM!l'ld undef 1"'8 No11 lrOn'I 1h11 Oil:e incurr&oj 0t poid tiy Ler:der to ttlil Mto ot roOIIYl'T'IOrtt by Grantor. All auch e:,,pan!l'K win bllcome e pan of 11'>11 lndebtednHa and, et. lander'• t1ptio11, wil !A) be p.eyeble on demand; (8) be edded 10 the ba!,nc:1 of me Note end ~ appor1>11ned flmOng end b1 pavlll)i. with 1nv in1n1Nmem peym1ntt to bee<>m8 ~ du1ing eit~ L1) 1h11 t~rm of 1111v i,pplicabl1 inauranca policy; or t2J the r11m•ning i.rm ol the Note; o, (Cl bet 1,n,1ed at, balltJM peyment wt.ch w,11 bA d't.lll and pavabla D11h11 i'Jo1&'1 macurity. Thi! Dlllld or Tru~t also will B&<:U'e p,eym&nT o1 the1Mit emo....,,1, Suet, right shal be in addition 10 all oth<tr r'ghll and rernotdlas 10 which l11ml11 may tie eniitled ~pan Oelault, WARRANT'!'; OEFENSE OF Tin£, Tl'\e ra!lowil'l{;I p,c..-i'*1a 1ehi11tn9 10 0W04flhlp 01 thG Pro(Xlf"l'I are a port of tlli:S Doed of Trv,n: Tl(l,t. Gunror w,rren15 \ha!: la) Gra~or holdt good and marhiebre 1i1le oi record to I~• Prop,,r1v ., fH ,.,,.,..,, free eOO deer of alt liens ~fld 11r,cumbrenc111 other than thQH 8el forth in !hi& R1<1I Prope1ly d,e,i.e,ip1icir1 Qr In any t11ie ,nsurer,r;, po~,;y. ti11e report. o, fin.el tille opinion i,aued ,n i1Vor 11i, end ac,:,,,pll!d by, L,nd11 in con11ac1ion with tt',,ls Deed of l/lJJT. ~ lb) G1en1or hill$ the tvn right, power, 1111d 1uthorrtv to •x,elll11 and dl!Hver thi• Dud oi Trusl to L1nd8f. 0.1-• af Title. SL.tbjlltCI to the a1tctption in the paragrpPh Movtr, Ortrnlo• werrtrml 11.nd wil loi"va, d•1arid tha Statton Id SG<,iO Page 3 of9 Printed on 6/26:2013 12:39:45 PM Document TDD 2013.0614001277 Clrda 01148-22\17\l Title Officer loan No: 98123471857 DEED OF TRUST (Continued) Comni..·nt· Page 4 Iida 10 !ha Propeny a,ae,r.s, l'le lawlul claims of 111 ~=· In the DYef'lt Qn\/' action or pr1;1c~ng 11 commen,;,ad 1hat 11uus1ions Granto1't 1i1le or the interen ct Tru$CU or lender ur1det thii. Deed of Trus1, Gronior sriau OOlend tM 11Cliot1 at GrllMDr'I u~on«1. Gr&ntor mey be 11'\e. nor-,!nel p11rtv "1 s1.cti pr11c~ing, ~ut L~r shen In erttltled 10 partk:.lp11i1 In 1ho proccctiny lll'tl to l;l,c, roi;rosontod in t>ie p,rouc,;Hng by co<.1nscr o1 L0'1d0f'S e,wn ,haoce. end Grantor wlM deliver, or ce..rH to be delivered. to LOl!<'lder soch lnstrumanrs u Linder miry ro11q,,1Ht trom Umtt to t1m41 10 S'.l<lrn-til a.,t,h pl'lrliC~lio<i. Complienu w,u, LIIW,. Gre"tor wem1nu l~l'lt the-P1,:,pt!1ty &nd Gr8nWl''e un ol ths Pr,;,p..ty <:0mpliH wilh e~ ui,1/ny epplic.11ble l&we, ordinanc<1e. end r119ul,.1ioml ut govemrn..,nll!II MJll,ariti,u. SutYiYM o4 R•P1••wri11111r.s end w-11ntle':I. All r,ipre3umoriami, watramles, at1d egraemer,111 ml!da by-Grnmor ;r, 1'11, Ou8d al T,un shllll auNin thll e~eeutlan and d!l,iyury at this 011ud of Tru,n. shllll be cornln",r,g In n•ture, end ~hall ,111n,air, In lull lo1to 11~d 11tt11e1 ,..n,11 such 1im1t n G,.,"1,:,r's lnd11b~dnos aliDJ bt paid o'! ,,.... COND091ATION. He f'Olla.,.11'111 provlelQl'\I r11IS1il'lg to eo!'ldel'l'ltll!lOl'I ~0Cffd1nge we• p11n 01 !Na D•ud 01 Trutt: Procndiflot. If any pnxB11ding In condtlmn111ion i, rn&d. Gr1111tor shall pramprty notify Umder in writina. end Grtl'ltor $hal promp1ty Ulklll ,w1;h ,teptl SI may bfl nece5Uf)' 10 det11nd the actiQn ,11,;1 ol.o'l11in 1hi, ,.....,,d. 0,11,..10, J"l\llly bt the nom0'\61 J)lrty in au<:h p1oc11edn9. bul Lender &hall be enlltltld 10 p11rticipaL111 in 1h11 pra~in1:111nd to b11 ,aprnun1111d in lhe p,,x:~,ny by <;:r;IU"l!i>el ol its own ,;;:hoice all t.1 G,a.mu'• 01tp,11M.:i, eNI G,0010, w~I a111her or cause 10 bo deNverad to Lander ~ueh lr.$1ruments Gnd do<:1imentt1tlon M moy l:"l requostad b-, Ulr-der 1rom tima 10 1im& ta ptimil s,..ch p11rticipo1iQn. Appllcatlon or Net Proc1111da. II all :)I' Dr'.Y pan al :M Prop,e,ny Is condemned bV emirtenl domllf!'I p•ocoodlng• o, try s,y pr<>e'!O!dlng or pureNn in heu a! Gonttemnetfan. l.ernfer mey et 111 ~action require that 1111 ar lll1Y portion of thot ,.,.I p,,;a:eeoJ, ql th,:, IW'llll•d be i,poli'l!'d to 1h, lndebt"d""ss OI' the repair or r"etort1tion ol 1he l'fOP""IY. Tile •1"1 proc,eds af the ,werd $hall meen the awMd 11tter p11yment of ell reuonable coeio. 11•p~o. a,"1(1 auo,no!ye' ltAt. incur,.,d by Truitee or lender in cor,neetion with the condemnetion. JMPOSrTNlN Of' TAXES. FEES AND CHAftQES B'f OOVfRNMENTAL AUTliORrTIE!. The tonowlng pnNl~on1 relatl~ ro gov11mm.an11'11 TIIXH, Mn llnd eh,11rg111 .v1111 pen ol M11 Ct.ii Bl Trws1: Cwr,1nt Tu.a.. F.., and Ch•gu. Upon fect1.e11 b~ Lenoer. Granto, s/1811 eice<:vi:e si.,,h dO<:i.r'IWl"19 Ir\ a<kt>tlOl'I 10 1hi1 Deed (.-1 Trust al'd 18ke wNtevM othllf a.ctlon b requeslE'd by Lender 1a purled end cont,nue Lender't lillfl or, thll Aolll Property. Gtentar ~NU reimburse tendi:r fo.-aR lax~. ~ duCJibed below. t,;,gether with ~I B•pert3&9 Incurred In recard,ny, perfecting gr contintJng this DMcl ot Trust, lr.etudin'i,1 w,tllOIJI llm!tllti(ln RD tot,s,, 111a., dix:umerrt9,Y stomp!, llnd ,;,ther ch11rg1.1s for rocordir,g w •e<;1isteriog this O!H!d of TrLl!lt. Tun. Tl'ot lallowillQ shol cortstltwte 1a..n 10 which 1hla so-c1ian appliaa: l•J II tp!'i(:lllc U.1'1 UP,:,l'l ll'IIJ ty~ OI Oc,(IO ot T>'\Jst 01 uoon •~ or 1111y part ot the lndob!Ddneu 11ecu1ad by tril1 De-ed o1 Tri.:it; 121 11 spocitlc tu on Gr!Wltor whk;h Grerrtgr 1, Jloll'l~orirod o, requi/'9d 10 de(luct tram ~vmenui Ol'I tile lnd6b~H 1111cured by ct-;9 type of Deed al Tr\111t; 131 , tex on th,11 typt of Dead of Trust crnJrg.able e911in!.1 tl'le lander o, thll h,aldl!II' ol 11,,e No1e; and t4) II 11pecific tu. on all c,, any p,;ution of the ln,µ,bt~rn,H or on plJYments of JI< r'l£:ipst snd irttereflt mlld11 by Orantor Sub11que,11 THH. 11 eriv tall 10 whfch 1hi1 11c1ian opplieH I, ffl!llcted sub~ciqoon1 to IN dale ol 1hi1 D110jj c,f Trw1t. 1h11 nv~m 1hd h.,,.,. 1h11 ume 11rt•e1 .s 11n Even, of Default. and Lertder may 11urci10, ariv or all of its evlllhltllt romodin for oll"I !vnrrt o1 OefCIU!t as provided below un~n Greruor oi1hor (~) Pll'fl 1he 1ax b~lort i1 bKOll'IM lleNnquent, or 12) eo.-,1esu tt'IO Ill~ M provid&d 11bove in (he T11us and L111ns ~c1lon tncl depc,shs w,1h Lander tush o< 6 tufticieni corporo1111 su-aty bond or other ncUfrlV Hlltf11Cto~ ta Um~<1r. SIECUAITV AGRl:EMENf: FINANCING STATEMENTS, The ro:towing P,'ilvlelon1 relflting to :ti•,. Oood of Truat es a e.,.;,..lf:v egrtNHT1"'1t s~ e p,,rt al l~ts Dood of Trust: S.:,,.ity Agf'ffment, Thia itit1!f!Jl'Mf1t shift conali1UUI e Securitv A9reamertt U) tM uttnt anv ot 1h11 Prop111ty tont1r11.11u lixh.,.e1, •~d Lender P'l!III h,..,., all of !he n9ht• of 11 1eC1.Jred P11rtv und11, the Unif0<m Commarciel Code as ...,.nded lrom Ume 10 dnw. S.,;u,~ Int.,-.,.~. Upqn reqvtl-1 IJy Lend<1r, Grentor shlll 1ol<e whetevM .act.0'1 i, f&q\J05tlld by Umde• to p..-!ect 11nd continue L11ndar'1 11ecur,w inte~st Ir, tne Renis and ~,Kt,,111 Propurty. In 11ddl1iun ta reoording thi11 ~,d ol T,ust in the r111I p<ODtll'(y r<1c,;,n.l:i1. Lend11r mny. flt any time nnd withcll1 h.rther 11wthofintian from Gr11ntor, 'ile 1~11CUt1d CO\Jr'll11rperta, copiM. M <l!oprod11cliO!II ol lhill Dend ol Trv11t H I line,,clr,g 1tetem,nt. Or11r1t0f ah.ii• reJmbur .. Lel'O•r /o, all upentH incumJd in p11tfecting or continuing thia Ncuri1y int81~1. Upon <leteuih, Grl!lr'llor &hl!JI not r11mov11, Hvllf or 1111111<':h the Pf!r1,:1n"I Property rrom the Property. ~" d11t..,,l1, Or11ntor shall n1e,ntlle anv Pets,onal Property no1 11ffii.ad 10 the Property in • malVM!r and 111 11 place rnDSoruibty con1reniam ta Grnntor a,id Le~ Ar'ld m11te ii lvllilAbte 10 Lend11r within thl1lll (31 d11y1 attar receipt ot writ!M l»mand 1rom Lender 1a the ex111nt p1tm1)t1edl by .epptlc.41Ja. 111w. Addrenft, The rrnoiling 11dd..,&~1 o 1 Gr11ntor (debTort 11Nl Lendtlr (.,!!cured PllllYI from wNr;h :r1form11rion cone11,ning 11,e aecuroty mtern1 gr"nt9(1 IJv II•• 0~ cl Trlllll miry b1I obtain,d 1,IK.h 11B ntlfJhtd by tl'>e Uniform Cor-,merciel Coital are u uetKI °" , . .,. frru 11119* ot 1hit DHrl at Tr~t. FURTlfEIII ASIUIIANCEI; ATTOFtNEY·IN·FACT. The fofowln,g p,ovl1ion1 rel111;r,g 10 fun:har M1urance1 and enomoy4n,rect ere e PGf"I of 1h1t O.fd ,:1f nust: FurtllOr AH\lflll'!C ... At 111v time. IIOd from timo ta time, upon reqit011 cf L•nder, G11111tDr will make. e>1ec11te •nd detrver. or .... 1a Cll\r.i9 to be med9, eKecU'l'e,;I o, deltverod, to Lende, o, 10 len(ler·e IJeti\)nee, el'ld \Wf'le11 reqveatKI bv l11ndef, c11uH to be; liled, reco'Ued, refiled, a, 1no,corded, 11!1 the CIISB m.y be, at euch times ,nd in such olfiee, and places n L11fl<Htr m11v deem i,ppropri1118, arrr and ell ,.,,.h rnort<J1191111, deed, ,;,I tru11!, NCUT1V deeds, slt(:uri1v ag,11.11m1nt11, lirvln~ing tt91,t"""'1:f., eori1i~ue1itm •llflements, instrumen!J ol furtfi.or anurance. ce,1ifictt<11s, llf'd (11rior documents et cnev. ln tho 1,Dlo opjnlon or Let'lde,, b1 nocosserv or de1inlble 1n order to eff'l!cruate. eamc,!ete, pertee1. eontlriue, or P,IMrve tl) Gramor'• 01>l'911t'o~, I.Wider the r,,o111. ltilt Dll'ed of Trust. c,nd the Rel11t<id Doc11m1nt11, ind (2! th, liana and 111curlty inter .. i1 craater:f by thl1 Dead ot Trutl 111 tir1t end prior !¥11 on the P1op.«1y, wilf11har rtow owned or t>eraalter "cqui•ed by (lu,itor. Unltin prohibited ~y low or lander &9r6flll to th11 tO,nlrery in w,i1ln9, Gr..,10, a.h,1 ralm~la Lendllr tor eD canl aNl DP11n,u incum:1d in eonnecllon ""lch 1h11 m.an•1:t ,eremrd to In 1hi11, 11uegrt1ph. Anom1>y·ln·Fitct. It Grt1111or teli:11 II> <lo {lny of thO thlllQ$ reterrod to In the preceding p.oireo.nph. L~r ml!V dc:I "'" !or lll'ld In then-of Gr11nu1r artd 11t G,,n,t>r'11 u,p.,nt.e. For 11ucl'1 purpoaM, Grerrtor i-.rfl1'( lrrevocPbly 11ppolnts Lender 118 Gr1rttor'11t1omt,y-in-t1c1 fOf !r.el J)·J•Jl() .. o! mslt.i"9, eucuti.-.g, 06li1te1ir,g, tiling, r8cc,,ding, end <.loinu 811 a1he1 thi.-,gs !SI m11v be 11t1Ct1nerv or du11ubl11, in Lendtr'1 1al• opinion, to accampllsh the maners roloned ttl ,n ihll procod!ng pa,ag,et,t,. PARTIAL RB.EASES. L,snder sh11II execute panlel 1eleN>e1 Qt me neri ot th~ o,ud ot Truu upon the following conditions; A11IHSII prici, for four !4] lot:e to be 184,375.00. tom w,ll be repaid with relee .. of two 12) lote. Stat10n Id :SG(JO KING,WA Page 4 of9 Printed on 6/261201.l 11 39.45 PM Document: TDD 2013 0614001277 Branch .STK,Uscr ·S2h2 KING,WA Ordd· 0114~-22~)79 Titk Uffica Loan No: 98123471867 DEED OF TRUST !Continued) Comment. Page S FULL F"EflFORMANCE. If GrM1tor p11yJ .~ thO lndobtadi\lln when duo, O<'d otho;irwis& perlo1m1 all the oblloittions imPosl!ld upot'I Grt1n101 vl'IMl this Cl&ed ot Tr1.,st, LsnlHr -,r,n e.,,.eeute erid d&llve, 10 11u11&e a request !or ful reconvD'l'!'nCD end ahd •iu,cute and delNer 10 Grantot 1uin1ble ste\1~ni.. ol fMminat.on ol an'I' iinanc1ng ~ttl{l!ffle'lt on file ev.Jerncir,g Lood111'a sacu,itv iMo,eit in ti-.. Rena end 1hlo Parson.al Property. Al'l'I' ,•corivtt)<.st\Ce l&fr shall ti& osid bv Grantdr. II pum1m1d by appHcablfl law. Th• gram.e ,n anv reconve~a~fl m8Y bll described M 1he "parson or pe~n• le51aHy entltled th1rato", el'IO tl'la r,sc,111,. In th111econv1y111"K;t1 ct lll'Y m.,t1u1 or ta&11 snail bll conc:~lvll p,oct of the tturt\lulne:H of tl'IY n,,;:h mal'tfJrt "' 1&et& ~ENTS OF DEFAULT. Eai;h ol thJ! lollow"'9, at L<md11r's Of)tioo, shall cons1irut& !1r'1 Ev11!UU o1 D9IMJ1t Und&I" U'IIB D~l!d ot TrU9t· Paym«'lt Dofault. Grantot !Di~ to malta Ml'I' p1111monl when 6..Hi under the lndebtedr>UI. Oth&r DlfaulU. GrsnlDr la1ls ID CJJmply with dr ID perfom1 ar,y 01h&r term. obliiJ.lltion, cov~l'll!:M N COl'ldition coritaii,qd Ir. th~ Doeod ol Tnm Of il'I 11nv ot tho R,1.,,e,:1 OQcvmerr,a or 10 coJT1ply wltti or to porlorm any 1erm, oblig&lion. co1111n11nl or condition cont11me!l ,,, ary other ii,;irerT'l!flt betwe11n Lender and Grantor. Compliance 01t11uh. ;:dura to campfv wi1h any other i11rm, obligation, co1111nant or condition con11ined <n thi1 Oe(ld ot TNtt. the Note OI' lri any of t!'oe Related Document•. 011faYIII on OtN,f Peym.nta. Fall,,..n,. of Grl!ll"l'lor within 1ho lime ra,quir&d by rhie Oeod oi Trust 10 mah any paymani tor t11xa5 ar 'nsuranc:11. or any oth81" payment naces5ary to pre11el'lt filrno.i ot or to 11ttact discharge of 1111y tien. D,ffiA Ir> Fava, of Third P1r11N. Should Gr..rrtor do/111..ir untier any koan. u.temion ol credit, Eecuri1y agr11am11n1, 1')1.TChllO O< ,.ies agreoml!lnt, o, ll"\I other lf1916emlln!, in fa11or of 1rry other creditor cu pO•IOl'I !ht! ml'I' n1ote,~y atloct any of Gr11r1101'• propurty er G1aritor'1 ability to 'ttPW 1he lndi!bl,f,l(if'(lu or Qr9ntor'• ability to perlo,.,., <lf&l"ltor'1 obl~loru under 1hl:!r De,d of Tru5T DI ony ol 1he Rol1:1,1trd D01.uman1,. F.iu St.I-. Any w11rr11111y, f'!"pra1en1ation o, s1a1emenl mild• or Mnl!hed to Lend.el by Grantor or ,cn G,M1tor'1 behalf und11r thia D.ed ot Trur;t or the Refatad Documerrt, 11 f111,a i;rr mis:eeding ln any m1t11nal re&pact, either now ,cr al lha tirne ,.,94., (Ir furl'liehold..,. b11CO<T16,11 lelee or mi,teadi,-,g al anv lime therae[!ar. D.f6e'll.,, Cr:rllar.ali~•tian. Th;e On<.1 of T,,,,t QI ':l"V ,;,f 11-.e Rel,.t&<:1 Oocumente c-" 1(1 br,i, in lul f.o•o.J ....ct elh1ct [Including ld1,11a or ~ conauarel documen1 :o ctaa19 e valid and partec1ad secut1tv inte,-r.t11 Of liellt at any tlma eflCI !Or tll'ri' reason. ln1olvancy. Tha dts1olu11on or 1armll'lallon ,cf G111llicr•11>1i111oc11 n I going busirmn, 1h1 in!rolvency oi Gren1or, tha nop,olntmal'lt ol a rci,:;elvor tor orw p;'.1(1 of Gr~r>to,-'!! orOf)ortv, /ll'ly M!ignn'l/lnt for the b&neli1 ,cf cmditor!, nrr, typa of cradhor workout, or thlt commencement of any pr~olldir9 undor any bankruptcy or imolvern::y lawJ by or agsln1t G•&ntor. c .. di1t!>r 6r F6rf.itura Pr~1-,,g1. Commenc111m""1 ol lo,1cl<;r,ure <.JI" ludi,itun, proc1111<.fingt, wh11~, by judk:ial oroc&ading, sol/ h&lp, repoannian or anv other method, by arl'/ c1editor of Orant,cr °' by any 11011emmon1111 agencv ogoln11 any pl()l)$(TY HC',11~ ll'MI IJ'ldebtedr'\Ut. Thll lnclud&t t Q"8ff'liahm61'11 01 lr1Y 01 GfltllOr'I 8CCOu11119, lr,c;ludlng dopostt account,, wi1ti Lender. Howe11e1. lhla EYenc ,ct CefaUt stiall rrot apply 11 tlwt"e Is a good tat:h di,ii,111111 try Grentot III tr;r the ~elidily or reason11blen<:in ol the claim ¥1''1ic/\ Is tlw bHi1 ,cf 1he ,;;r'l!Otor 1:rr fo.-lai1ure pr11c~1ng and 11 Gram,;ir give1 Londtt 1NriT1en no1ico ot th<I cr«:lllor oi rortelw,o proooodlng one! de1>01it1 w!lll Lender mooiea Of, 1111ty bond ior th!! c18ditcrr or furl11turn proclledlng, i'1 !Ill 11m11unt d1tarmlned by Linder, 111 i11 &QI& di,cretion, II being 11n ede(lu"te r11te-rve or Ocrnd lo, the di,"pvte • .--n of Othet Agra__..,. Any b<,i,acl, bv Gr.ant,or uridow the lum.. of any otl-iet a51reernant batw&en Gr~ntor a:>d L1111dtrr that /1 nol r•mediad wi1hin 11nv graca p11ri,cd pro11id1d tt-ain, inc:hxlir,g wi1hout lfmitari,cn any egream1nt ooncerfling eny indebtedness 0< other ob!lga1ion 01 GranHw to L11rdef, whither e~!sllr>Q n(lw o, later. Eiram, Atfact1119 Guaumwr. Any 01 the precedil'lg &vMc, crews ""'ith r11spoct to ariy Guau1mor of anv ot tho lndllbtadness or 11ny Gu11r11n1or diH or becom11s i1>Co'!'lp11tent. or rev,ckes ,cr disp;.rurs 1h11 vlllk:lrty ot. or ~11bllity Jnder, //!JOY Gusrsmy ot ths tfllisbtedr~s., Ad11a11a Ch~. 4 mo:t111rlel ~e~a c~i,nge o<:ci..n rr Gr11trtor's hnani::lel oor'lditiorl, or leNt~r beU&vee th<, pro,p,ect of p11Vm1ni 0< partormanot1 or rhflr lrtdl!ID'!1Jdr1t1n Is 11T1pAlrllt.'!. lnncurity. Landar in good faith beli&vet itHlf insecure. Righi lo Cure. It Sll'f clalault, 01hor 1h1111 a dofault In payment 11 c111lb111 .and ii Grancor hH oot lx!on 1,i111m I no1lc11 or II btetch or chill 11mo F•ovi9ion af 1M, Deed ol Trus1 wl1hlft lhflr procodlng rwolve ( 12) mol'lthl, ii may ba c,..-~ it Gr11ntor. attar Lender ~nds wriTiel'I notice 10 Gremo, demillndlng cure ot ,uch ~11toutt: l 1 t cure, the dafr,ull w11Mn fiftean O 51 diry1; °'" 12) ii thll eure 1111qulrn n>Ofl then Hl'l11en 1151 day". immedi&tNy lrwti"'" et&pt. which Lendar de-!lm, In L!Jnd,trr'• ~ola dlscrotlon co bo :11uflid11nt t<J CU/8 the de18Ul1 and Cher11elr11, contlnuo1 and comple1aa aU reuoneble end n~essa,-y $\IP• 1uffi,;:k,nt to p1od-comvll81'Ca aa aoori ee reuQnobly pr.ect!Cel, fUGHTS AHD JIEMEDtai (IN DEfAUL T. It en E\/Ont of 09111',J1( OGC',lrl ~I 1h11 0890 ot nun. at,,...,. llmt rhOroalto,, TrustH or tender m~ Ull<C~III aflY ilnlll or mor& ct tt'ltl lollow,ng rlgtits ind r11medi11: Eloct!on l1f Atm4111N. Eltctlo., b'I' LM\der to purn" lll'IV ramlldV 111"11111 not e,;clud<J pursuit of ,r,y othi!rr ri,medY. ind .,, &1.c1ion to ""k& e•~ndit,..H OI" to 11k1 .-::lion to perform 111 obti!iation Qf Or.,i\,cr un(le, 1hia D·Hd of Tn,,u. ,tt11r Grantor's fllitura to p11,tom1, 111,g rw:n ettac1 Landu,·, r'9hl to d111.1.tr1 l!I deleult and narciae it1 remediea. AcOlll1111t• lnd1bt"'*-8. t1l'I011t 1hall t--e cha righl at i11 op1icn 10 d&cl1111 the 11n1ire lrd1bta!ln1u immedia1ely .:ILIO end payable, ,r,cludi~ erry prepovme,11 ponol1y w.~k:h Grantor would bll! required 10 pav. Forealoin.r•. With respec1 to 1~ or err., pert ot tM Retl Pr<Jl)ert"I', tt'III Tru3!H ,ra~ hive tti. light 10 &-erci1a Its po-r ol ula ind to tor11c!oH by nobco and !ale. and Lendff shall hnva ttwi 1i9ht 10 roraclo,a by judiciBI 1c11clcsure. In &lthef COM 11'1 •ccottJ8"1C& wit/I and 10 1t>e rv1t e:,r;tenr p,0111(1<:Jd try ,'lppllellble lttW. UCC RamedlN. Wltl'I respect to al ,n !!<'I'/ pert of 1he Pmson11t Properiy, Lender ahall llllv• ..i1 tha r,ght, and •111medi11 o! a BIICl.ll"od party lJf1d"r lhl! Ur.iform Commarcial Code CoMKt Rant.. Lander :11he• ha,.,@ thflr ri,gh1, wilhovt notie11 lo Orantor to 11~1 pt1ueoaion <JI a11d man.age ti-. P~y and calh"tcl !!llllr R&l'ltt., lncl..dn9 -..oun1a pasr dLJfl IWld unpaid, Ml.:! •Pf>lv 1ho Nit prcc8111d1, 01111 ar<I ®<:Ive Ler!dor'• cost!, IIQllin,i 1he lndebWdnes,. In l'urt~anot!I ot t11ls right. Ler'ldef mav requn arrv teNnl or 01Mr iJS!lf of the Propel"!\' to rntklll Cf3Vl'llll'tf ot rsl'r! or \rH f~H dirll(:tly 10 l.efWier. Ir tha R~l'lt~ ara e,.,uu:111<1 by Len<k!r.1hen Gr11moi ir,svocabiv do5'9f">llle!I Ltmde,r 1111 Gr11ntoi"s et1orney-in-l1H::t to endo,111ft1etrum11nt11&or1lvtod in pa'l'man1 th1reol In ~!10 nema of Gr11n~or and to re11oti11ta the nmci end c:,;,lli,ct th'II i:;rocesds. PsymentJ. by :ena.-.11 or or""8r uMr't lil lol'ld&I In rowon11 to l&ndor',;, demand :ahd u.li:aty the oblige!~ /Ol which !hit p,aymsntt. are ml!de, .,.,h,111hor or nor any proper 91ounda tm rhll demand eor,sted. Londar m.,y uarcrse Ill Mgh" ,,ndar t.'1.i1 si,bparegraph 1ithtr in per~n. by e,,;,em. or through • r&OOl¥11tt Appoint Rec.Iv•. L&~dllll" shall h.ivo rhe righ; to h!IVI I receiver IIPPofntlld 10 rake poHesskrn ,cf 11!1 or any J).5rt oi Statton Id .SC<JO Page 5 of9 Pnnted on 6/2612013 l239A5 P:V! Document: TDD 2013 0614001277 Branch :STK,l !scr :526:2 KL'-JG,WA On .. kr. Ul 148-22979 T1tk Officer: Comment: loan No: 98123471857 DEED OF TRUST (Continued) Paige 6 the l'roper:y. with tlle pow"'r T(I P,ot~t &tld P,$881'\111 {hf Pre~r,y, 10 ~ne li"le P1opar,y preceding or penoiri,g F,:,t..,,::laeuro11 o, A81e, ind ta 00'~1 th, Rorile fr,;,m ~ Ptoporty and appty ihe procaods. DVBr 11nd -,boye tt>e C"»l of \he receivBlahip, 11g111nal th& lndabtodneas. Th1 r1tet1ive< '""Y $8'rV8 -~h<.ivt b<;m,;I ii permitted by law. lender's riah1 10 tl'KI Bf)p0io'ttll"M!l11 of • ,a,::aiy,,. 3h.-l uisl whtilh~r or rtOt thg .11pparant Y11!ua cf Iha Proporty aitcH1d1 11>, lndeblDQrllln by • s.ubstamhal MT1o.....1t. Emplovmanc by landor ~I no! di~QUlllify a pe.-wn riam Hrving ,., 11 rect11vu Tenanqy at Suffwnin,i.11. If G,mntor remains ~ ponoseion at 1t,11 Pfaparry or.er lho PrOp,ert'f It sok;I 01 P,OYIQ$Q ebovlJ or L11rid11r 01t,erwiH ~comn 81'1ti11ed to ponen,on o1 th4 Pr-008ftY upon defai.,tt oi Gran1or, G1antor shllll becomci a tenanl 11 1uflw•nce ot Len<l"'r or tho11 purchar.er ol the Pmptirty !!rd 11h!III. 5t Lendar'a opt,or,, ailh!Jr 11) pay, ret110t1abl, rr;int!II for I~ un of !!'le PrQpe•Ty. 0< !21 vfl(;.lll(J th• P,eperty ;,,....,,e,;liti.ely vwn th• Qeme.nd ol lend111. Otl'.-Rem~ .... Trua1e,a Of lend<irr shall hoY<il anv 01he1 1",jh1 or limedy pm'llidlld in 1hi& Deed of Trust o, the Note Cf avo~able 111 law OJ !n oqultv. rtadce ors-,.. L~r &"11111 i.lva Gr&rttor reas.on&b:a no,11,:e o11he tima allll plllcfio of 1111y p<Jb~e ,el, ol lhe Perlilonal PrQperty or "' 1h11 tlma al1er wt>ich e,r,y prl~ete sale or olher i~•nd•d d $p0Sitlor'I ot the f>ersGnll PrapertV is to be made. Rn,O<'Ull:48' nQtlca shan mHn notic:, given 111 len.1 ten 1101 day, t,,efare 1h11 t!ma ot the n'8 or dispo~tion. Anv ••a o11he Parson,,I Property rn11y be m001 in conjur,ttion with eny Oa of the Reel Pro,perty. Sele ol th! P,oper,y. To tha •.rorri: pormlltod b't opplicob18' law. Grontor hereby wa111e, any and tlll 1ights to 11.ave 11>, Properly meot>ellecl. In "'"'rcising ita ri<Jhte nncl r&medii,&, th"' TrustH or Lend&1 ahag be lree ,o e&II al o, 8~ pan of tlte Pro(lert'l tog&rher or 1H1fMlrAt1ly, in one Raia or by s.ipant• &alft1. lender &hall be entilled to bid 111 any public: ~Ille oo ell or llllV portl011 of Ilia Propu'ly, Anorr,ey1· FN1: EilP4fllN, If Lel'\der imotituta• any 111.lt o, ac1i<>o 10 enforce env of the terms of 1hi1 Oeed or Trus1, l13ndef shel be entr'llad 10 ,eoover 5UCh svm es 1ha eot,rt m11v edjudge re111or111bl11 llS llttO!llflys· l1N11 &QYal to '00.000% of ti">a p1lnc\,oal bel3nctr due on 1Nt l'ldet)t&d,,Hs .ec trial a11d ~·po11 ¥lY appeal. 'Mluh&I' or mil e11v <:O<Jrt M:tian ii invol11ed, 11nd ti;r 1h9 ,,.1ant not pro'lObillJd' by law, atl fea4(lnllble IIMper,5115 Lander ,nc:ur1 ht in Lendar'a opinion 11n n&ceuary et any tim11 lo• 1he ?<Olection of ita i~1ert11t <;>< t~ enfor~n1 of i1, right• 1hRll oocoma • Dlilft or 1i-. lndeb18'dn$u pitvable on dernar\lJ and shall bear interes1 er 1he Note rate from lha data of the a..:pa,,dlt\Jfe ,.mtll repllkl. £xpens&11 co11e1ed bv 1h11 para,;ir1ph include, wirh<rut llmlletion, however •ubfe,::1 ,.., Any llmlt1 LI/Ider apptiocafllG law, Landflr't attorr'ley1' le&s 11qulll tfJ 100,000~ o1 tM principal belanca d11e on 1ha ndebtad'neas and lerdet''9 log131 elCpel'lM!:<r., w~1her OJ nor rh!t,e 11 • lal'fBUil, including a1tornay1' fee1 equlll to 100.000'11, o1 the prlr.ctpol bal11nC11 dlJIII on m,e !ndebtedne&S ond &Kpen:!IM for b,oi\lc:n,p,r:y prou1edin,g, llncludl~ ellort11 to ITl<),;lify or Y~l!I 11ny 11utom111~ 5\B'f or WljVrlc1·ont. eppoo,lt, er.:I IW'IY 11111lcipa1o-<t po,qudgmon• collection urvoc111. th& cost of Harching ritcc,da, obta nlng title ,..port• hnclud1nv !01"11clcra1.111 repol'191. survfly.,..a' reports. ¥ld' Jrppriq,1 lure, 1ill1:1 in,vr9n1:e, ~ l~ti• tor rhe Tr.,,1 ... lo the ~,.t,,11t ~t1Millo11d by BP,)licabl1 l13w. Granto, o!so wla pay 8111/ cOIJrt CDHB, In addi•lon to all 01hflr •um1 P'OYlded by lew. Rlehhi Qt Trut1ae. Tu,,,,.., '1"ielt hirva llll ,;rf t.._, rights or,ci dulle11 cit lendo!lr H s11 l0t1h In this union. POWERS AND 08UOATION$ OF TRUSTEE. Thol 1-0ilowing pro11,eiona r11la1ing to tha poware Mid obligation, ol Trustee 1[11.nuant 10 Lender'& ir11nn:1la"1l 11re part of this Deed ol Truat; Powtrt1 ol Tfuai.•. 111 oddltlon !O all [!Owet• ol Trus1ae mill"Q es amener of low, Trus.too shafl nave ttra power to t~ko th!: f(lllowing octlona with l"J:Si>ect 10 1hn ProprJrly up,:in the written re(lu&st ol Lendor 8r'ld Granto,: (al Joll'l 11'1 pruparlng and lilln,a I m1111 or pin ot the Real PToperty, ol'ICludlrtQ U'le dadlc.etiOn ot e1'HIS o, ottl!lr rtghtl to the pvt,U,:;:: (bl join In gran\Slg any oai;ement 0< c1ea1ing any res1r1etion on Iha Aelll P~rty; and (cl join In -,ny s.ubordln01ion or othe, egrollfTl8(11 .nf1actln,g t~s ~nd o1 Tru~1 or the inlore&1 of l1r,cl11r Ul"dor thi3 Dead of Trw;t. ObliiiJ1lion1 to Notify. Tn.J11t88 llh411 not bti obligated to r,ot•ly ar,y 01h01 ~,ty of , ooro;ting »le und$r !ll'ly other HVll de&<! or li8r.. or of 8f'Y 8Ct11:,o or proceeding in wh.ch G,amo,, l1111dur, o, TrU!,IH 11hel be e porty, union r~quir11d by ~tlclibl1 law. or unlHA the llCtO:m or pracellll.l,ng ia brovght b'f' Tri.1tH, TrUIIN. Trvs1ae shall meet 11q qualillcadaf'\lr ra11l.ll,..,d for Trust8"' under 11r,pie11bkl 1.e-. In ld.:li1iori 10 thl riQhta and remadkls HC tonh abOYG, v.lth reapec, 10 all or a11y 111an ol 1ha Property, 111a TrU51ee i111111 ha11e the ngl'l1 10 to,&ciose by noti<:8 and nle, 1111d' Larrd'er ~• htl<le !he 1i0ht 10 rorec!,QS.tl fly jua~,1 toreclosure. In "311het c:asa In 11Ctordar,ce .,..,,h DOd to tt>e tuli e:ro:1901 provided by 11g11•~ablc law. SuccNaor Tru•I••· Ler,d,,., el Lund,,r·• oµlion, rn .. y trorn t•ne lo tim, "'PJIOin1 • lllJCC!IHOr Tru1te1 to any Tru1te11 appcririted und81' this O.ed of Trust by an "'8trumljf\t e~icvtitd ,..,d acknawkl,;lgad by lendet ar,Q racorded in rhrt offic. ol 1M r9COfdel of King Coun1'f, Srn1a of Wa1hingm11, The inurnmenl ehllll contain, in addition 10 el athlll' mmors re11ui1111d by 5111111 1-, lhe n11mo1. of 1~11 ori11lnll' Llmdvr, Tru91eo, and Grontor, the book and C1a,;,e 01 1he Aud1Tar'1 Flier~ when1 1h11 Dead or Trusr ii feC(lfded. and 1ha narna 1111d oddren of 1h11 succonor 1ru111111, Jnd thCI lnu,vmcn1 sholl bll executod and ackrrowlodgod by londtlr or ,cs eu~1ors in lniereai. Tha succenor lfu11ea, wlthoU1 corw..,yan.c, ~f tha Property, 5hall •~etrd to 1H tha 1itl!I, pc:rwer, And du11N conferred upon Iha Tru'1M ir1 thie DMd ol Tr At ,nd by appKeblft lew. Thie pmcedlKe for M1tilutic111 of Tra111tou ,hell go\1$1'n to I~ .. ct~"ion of .-II other p10¥iniaoa lor 1ubatitulion. NOT~ES. Subjtlct to appllcabta few, end e•oirpl f:;>I' no1ice ritQulred or ellowecl by law 10 bf.I QIYll!l 11'1 ono1her maMar. any nolice ,,quired to be given "ndu 111lt Deed of Tn.i,r, inclui:fing wi1houl 8ml1aclon any notice Clf deleull and &fly nocitn of LIiie ,hall 00 gillen in wri1in9, and shldl 08 effac1ille when aciudy lk~varlld, when actuaQy received by 1alefec1,m1ie lun!fln otllerwie. required by law), wher'I dapotir~ with a nlttkrnllfy re,:ognl1"'d 0Y11rnight eot1rler, or, !I meiled, "'hen deposit80 ln the United 51atu mall, a, !irt1 cleu, -:enltied or reglsco11r6d meil postage prepakl, dlr11e1od 10 1rie 1111dresse1 sr.own near the beginn11'g of this Deeo o! Tryst. AU ~u of r,(n1cu ot ll)l'eelol!\ll'e trom 1he holder 01 1ny IIHn which t,a, p,rio•l!:y OYtir this Deed of Tn.,sl 5t.a'-1 ba nnt 10 lo,ncier•s .irddreu. "" ehow11 .,..,. tt>a beginni~ ol thi!J Deed ol Tru.-t. Any pa,rfy mav ,:;hangs ,i. addruu to,, noii~a• un,;lar this DNd ol Truat by Rivin<jl f0tm11I wrinel' notice fo the 01har pa,·1<1111, 1peotvlng thrrt th• purpo,e ol tho, notice ill lo ch~ 1hli pllrl)o·t admen. FOi no1lce purpc,.Ms. Grunlor eg,88!1 10 keap WOO)< informed A1 all 1uf'Mttl ol G1an10l'1 cutnmt addr41H. Subject 'lo eppHceb'e law. and ;:r,.,:ap1 !or notice r11qu,1ed or elloWOO by law to ba 91ven in cn<J1he' monner, It there ti mora then on, Grrurto,, •nv r.otice 'lliYen by LeJldM !O ~ny Granto, tll dee~ to be notice g,val'\ 10 oil Gr¥11or,. MISCELtAtilEOUS Pft0VIS10N8. TM f<l'lowirig mlscel~ou, provl~()tl$ Qr\1.:, P11rt ol thlaa Oood 01 T~t: ,llm1111ndrnen111. Thi, Deed of Truat. togeit.er with arrv Rt,lated Doet.ments. corulitutea 1t.e entire unde,ntar,rlil1;i 8r>d 1grHmem of 111e partla1 11 tot~, m!ltt81'1 ,at forth In thla Def'd ol Tru.l. »o el1are~ion ot °' amendmMt 10 thil Do,e<;i of Truat shall be affective unlftn 11iven in writin11 ll<'ld sign,td by 1h1 ~r,y Of ptirtiou ,ought to bEr cha198(t or bound by 1hoi, aUera!,on or a!'n8f'dmtnf, Anf>Ulll Rap,orl1. If 1ht1 Prop..,rty is "8&d for p,..rp(la>U rnh,ar than Granrnr'1 reaidanc.ir, Gr111no1 irhlll h.wni:th to lender. '-"POn roql18'11t, , ~!)rtifietd 3latem<1nt of rn:r1 operating ,ncom1t re<:itiYtd from the Pfoparty during C3remor·s preYiou1 HKal 1/eM In such form and de11il a, Ler,der shall rnqulre. "Net oporatlng incame• shall mean all cnh Station IJ SGQO Page 6 of9 Prmted on 6/26/clJl.l 12 3945 PM Document: TDD 2013 0614001277 Order 1_11148-22979 Title Officer Lo,n No: 98123471857 DEED OF TRUST (Continued) ( \1mmcnt: P&{la 7 recaiot:11 from 1ha Propartv ltou a'I c111h noenditJJrija niada in c(irnactMJn with the operali~ ol 1he Proporty • .-.rlrltts'lion. Gramor and Lander a111N that aU dilp11tH, r;lairM and eorrtl'O'tlM"&ln balwHn thwn whathoir indlvkh1al. Jo~. Of c!~I In natur•. 1r1,1n11 ftom 1!,li D&ec:11 01 fllnt or athef'Wisa. lnclud~ wttt,,o,,n llmltltlon contract 11m11ort di•r;iutM, oh..,. l!la-MbitratMI ~uanl to tt,tl Rula. of Iha A...-kan Arbitration Au0<:brtion In aff,i.1 at th• ~-its. claim ill Allld. upon r•1[1,1Nt af •it"-party. Na .ct tlD tak1 Of dispoH of any P.op,1rty •hall Cori*tltu'la a wffi.r o1' thi:11 arbitration •11•Hll'llllt or bll prohtited by l:hil llfbitratl.,., agrMl'l'laM. Thila inc:ludu. w~ fimitatian.. ob11!1inin9 i11jU'letn,,a ,.iiaf o, a tampo,.,., rHtraining ordar; inv(lkn(I a po.wv tif ula undar an'( ct.ed of uus1 or n'loOr!Qa,:ia: olitalnlng a writ of attachmolnt o, impCd.ltlDn af a reellff'W: Df' HIM'd..t>g an., ripu, ritl.-dnQ lit ~ri(H'IIII propany. tncWI\Q UlklnQ ~ (IIJpottng of tuch propwty With OI' Wltl'loUlµldlCIDI l)f'OC$H ~wont t<:I Artlca. 9 of the IJnlfor/1\ Commeirc:lal Codt. An'I iilliwtM. dalmil, or C:0'1tl'OY$1'tlN conc:.,nlng th• t.wfulnu1 or fUI.OM .. 6n'"-' llf eny act. or ., • .,ciH "' eny ri9h'I, conc.....ing any Property, lncll,dw,11 ...,. cleim to ,•Wnd, ,•form, or othwwiH modify """f •GP-X ralinimil tv th• '°'gp1rty, 1h1l 1lao bl aibil:rlKlld, proviclad howfi•r that no •bi1J'll'lor 1h&ll h11v6 lh6 right o, 1h• pow. 10 anlDln or ruualn .,'I H:1 of any party, JuclQITUltl: upo11 aM'/ award randared by lffl't' arbitrator rl\lll'f b1 antentd In 11ny c1;11rrt hllVln'il Jurildkttot>. Nothing h thill De«I g,f Tru11 1MN pr...tude ""' pertJ h"om 1t10•lng equh!Mlle relief ffom e C:OU'1 ot componint jwbdlt;;tlon, TM stfrMe of llrnitatklns, eatoppel, waiver. laeti ... ind 11ntilu lioe111nH which would otharwlu bl appllcallll In ., aetlMI brouetrt by • party shall b6 •pplk•bl• bl ...., •rbltt.tlon p.--..ling, snd 1'•• ,;o,...,.,.nc•ment of •11 mbltt1tlon proc..dlng 1hall bio de...,.d tho camm1nc1m.nt of 1n ICtion fo,, th.•• purpmH, lh1 F•dar• Ari;,itrlllion Act •t,• l!ffll, ta lhlo conHructilln, in1111rpl'611tion. and •nlorc11m1nt a1' tt.i:11 mrbi1r1tkln 1:novi1ion. Cap,tioll H1ldlng,. Ceptlc,n rieOOiogt in this D~ ot Trust are tw convonklnce purposes ontv al"ld are not 10 be used to interprll'I or doli111 the pr,;:,via,on5 of 1hls Deed ol frun M.,.9.,, There 1heU be no matgtir of the :nt11re&1 or 111116111 cre1tlad b)' thit Dud at r ruat with Bn)' other lnltrHt Qt Hlat• In thll Prop,1111';' 61 sny lim6 twld by or for thll be""'fi1 ot Lender 111 ony CllpBcity, wi1huu1 th$ writTen consem ot Lel'\det. Oo-nlrlg Lllw. With msp1ct to proceduntl m11m•1 1elaced to lhe p~on Dnd enkrrnmont of lond1tr'1 right, ag1ln11 th• Prol'll'tY, thl1 DM6 of n,.,.t wil b• go1111m1d II)' I~ law appllcabtie to t..ndar and IO 11,, utant nat pr11emptl!ld b-y fedtrerl ie ... th 1.-wa of lhe State of W11ehlnvton, 11'1 ell ott>eJ ,wp<:1C'tlll, IN• DNd of Tr1.111 will to. ~-by 160,,al law 11.pplic;able to Land..-and, 111 ti.. pl"1'f n,;i,1 prftffll;lted bf I~~ 111"", tha !tiw, ol 1he Stahl al Or"'°" wltho!Jt r6911fti to 111 c=onfllets Gt lew provilloN. How.v•, if tt-• ,var 1f 1 ~tkln about ,,..1:,e~ sny prowi1ioP ol 11\1$ 0... of r,vn i, v,lid o, sofo,QISllb.le. tMo provblon 1h111 i. qai•toClff9d wi• be ,govltrNd bY whlchav• 11.-te or fed1ral law would find ch• jll'011l1lon UI ba 11alld anti 6n1'01'i..ablrl. Th• loan 1ran111t1Jon tl'lll'I ii ovidonced by ?hi l'fota and thll Daad of Tru11 h• baen applied tor, cor.idol.od, 11op,011ed ind madit, and au naa1tHlll''1 lo11n docum11nt1 haY111 !Hon accoptecl b'I L~ In 1hlo S11110 ol Oregon, -Choi~ ol V11nua. It tllefe II a lawau,1, Grantor 119,,u upon LenOef''s rt1Q11n1 to 9lJbmit to th9 juri:,~i<.;tk,n of the ,;ourta ot Cl.!ICli.anua County, 5111111 al O.,a;gon. l'fo WIik., by Ltindar. Lander ehall nol ba d1111med to Nlv11 wBiv•d any tighlll un.:1111 1hi1 Deed ol Truat unl68& such waiva, is given in writing Mid signad by lll'lrloM,. Nt1 da!ay er, omiuioo an 1h11 pa,-1 of Lande, in uarci1in{I any right ah11ll Ol)81'8tG a.t a walVQr ol ,iuch tight a, •"V oi'lflr ,lght. A w!IN"ar I>)' Lal'lder Ma ~oviaion ot this Daed of Trust ,hall IIQI prell.l(l~a or consbMII a walvor ol LOl"ICIOf'I right 01Nrwi,u to ~mand 1trict compllonco with 1hn provitlloM or Rf"( other p,o~lskm of thts Deed of Tn.n~t No prior werver "'I l8"'1der, nor 11r1y cou!"fa o1 dullng betwHn LanGl,I, Md Granto,, sh.ab con11litut11 a waiver al 11"'1 of LeAde,'a ,igtrt. or of any of Otantor'a crbli;ttior'4 ea to any ful\11'11 lrantitetior,,o. Whanwv11r U'la OQrlllent of lander i. r~quhed untie, tt,ia Dead of Trua1, (ha 9r1111ting ol 1....::h oor,unt b", Lendar in any instanc111haO not ton!Jt~uto tonii.-,uir,g con,111nt to subHquaol ins1Bn(:H when 9uch consent is ,aquirad and in all <lt:H• such cunsent may bo g,onted ill withheld in tht sole ditCrG1iOn oi I andov. SBV1t1tnlity. II a coun ol compotent Juri!dle,ian finds any provll,•on of 1hi1 Ooed of Trust to be illo;al, invalid, or un,1mtorce1bte II w any circumnanco, thllt linding sh.i not r'!'Bka tM oftandlng pro>,lslon ltlagal, lnvalld, rx u™Jntorceabta ., 10 11ny cthor e;,cumsuvlCe. 11 tacr$iOlo. ,no 01re'ldlng provla~ shill bo c:onai<1ered 11'1<>df~d so that il become, b,gal, ~•lio:.:t IH'>d 11nforco1ble. It the 0H11nding provls.ioo cannot be ,o m"Jdilllld, II $hall ba conarde,od dul11111d from Ulla Deed of Tr1111t. Unln, utharwlM ruquln!d by law, the ~legality, lrwitllditv. cir unentorce11bllltv of any provislot1 of thi1 Oetid ot Trust $NII not ,tttct the leg•litv, ...alklity or ,er.lori::1e'oUty ot !t!'f oti'r&r proviision of thie Ond oP T,1,1,1. Su~c .. ,ot• ~ An'I!""-St.bJ(IC.1 to eny limitation, 1tatl'd In thi1 D1111Jd ot Truat on w1ntlter at G,a11l01''1 intero11. l~it [hrfld of T1u111h11II b• binding 1,1pon 1:11'1d inu1,e, 10 lMI baner.1 01 the pardH, th6\I 1\JCCHIIKl'I and Ml'IY't-II ownor1t-ip ur 1he Propeny b.acor,.,.:1 \IUl~d in I par1on 01har than Gr11r1to,. lend11r, wilhoo! no1ic1 til c;,...,1111, ma¥ Mal v.11h GrM1tor'5 success.or, with refe-renc, to th>II Deed of Pull end 1~11 fndM1111dnes11 by w6y o,i ll)rbd!tran.e• ,:,r e•lornJon wW,out r11la111ing (3,-nto, f1om lhll oblig~ions of 1h~ Deed ol T,,..1 or liability und., the lndllb111dnoa1. Timi! ill of It,• E.11..-.c•. Tim,i ,a ol 1"6 ea~ in the Pll"formitn"II of thia Otlad ot T,..-t. Walv• Ji.,,. A~ 111rt!M ta du Dead o1 Tnr:at ...... by wal .. , 1ha ,lgm: 10 anv JLJl"I' t,lal In any Klian. ~•d'""O, er COW!ltralam bl'O\l'llhC DJ tny IM,t1'/ 1g11N1 IIIY odler p11rty. Waiver a1' Horn111rttad Ell-,np~ c;,11r11or ~or~by retoe~• and w1ivu d rlgtrt1 end bon11tlt1 of thll 001M'St1111d n1mption 1aw1 of the Stll'II ol W111t<iroto,, N \O all lndebtedneH ffCUted l;ly thit D,lld of Trult, DEHNlllONS. Tl\o folkwi:n'il c11p11Rlized .,.o,d1, ,r,d t..,m, 1hd have 1t,11 fol1o,,,1"11 meanings when u*olod ;,., 1hi1 Dead ot Trutl. Uro!u.1 Apeciflcllllv Hatltd 10 11,1 corilrlllV, all Mfarf!nc9!ll 10 doDar amounts 1h.lll rr.Hn IVJIOYl\11 In htwful m-y ot tho Unttod Statu ot .e..-...,1c1. W()fdt and t9m'l9 ~wq In 1ho 5ingular ,rial lnclu!M 11111 plural. ond lhf' p11,Jr9I Sholl inct·Jde tti.t s,l"H)Uer. at n,. come.oct ITl6V 1equi1•. Won;tS aM tetmt nGt o~""l" d61ined In 1h11 Dllll'd al Truat shall hlNII tha meamngs 11t1ribvt•d to such t'""' in t~t Uniform Camme,cle) Codo: 8.ttr,efldary, The .,.<.>rd "8'ne11ci1ry" n1en• M&T S.nl<, and ,:1111ucc'"B<l'I and '''"'i<;ins. B,Qrrow,,. The word "BotroWOf• rretn1 9col1 Donogh Hom~ Inc Arid includMi all co sig,,un ond eo-mnkora 1ignlr,g The lllot& end 11111helr s~<:l),IIU(lrl 11r"d auig,u. OMd of Truat. T~ word1 "D,ed of nus.r mean rhi1 Oaed ot Trust snon,g GrsntQt. Lander, and Trust1111, Sld ,nc::lud&I W<lhnl>T hmt111don .u IIH~ and ~urity intf!IHt prov,slnna lt'IIIHlng to 1h11 Pe!'SOf'la.l Prap,rtv tind Flent1 O.ta,ull:. The ~d ·00111i.,tt· moen1 lho Oofauilt 11,11t forth in this DeU<l al Trust In the s11c1ion tl11ed "Default". (11,e,m ot 0er1urt. The v.ordl "E1<ont al De1euW meen any of tl'tG e,,eni, ot C<tleoJ1 G.Ot 10,,:h In 1111t DIJ.ed o1 T•u3t in 1hB e11et1t1 of du,lalAt IJ8ction ot this DEt1d uf r,u$t. Grentor, rn. word "G.rentor" .....-Scot, ll0Mr9h Ho...,., In,;. Guarantor. Th9 wcrt1' "Gu81'MtOI'· mt8o'l9 ~r,y guMIM'to,. 1urety. or eccomr"'lo<kltion pe:rtv of any or al of the Station Id :SGQ<) KING.WA Page 7 of 9 Printed on 6/2612013 12:39:45 PM Document: TDD 2013 0614001277 Order: U l l 4~-22979 Title Officer Loan No: 98123471867 lnd11btoednna. DEED OF TRUST (Continued) Comment Paa• a a.-anty. Tl,11 w<Jrd "Oo;11n1nt11" mefl<'$ the !rJ,lrMlty from Guaranto, 10 l<1,Nler. including wi1l1m,t h.ntll,t.00 I ~..,.ran1v of 811 or prwt ot Iha Nol•. lrnprovem11nu. The WOfd "lmprcvemenu· rn$lll'U ell "'x!Jtl~ 1mo lvtl.ll"lt Improvements. bvUe,r,g,. etrucll.f!l!I. mobile homel!I 11iliud on th& R111!1 Ptvp,,,ty, laditiu, !ldditions. r11pli,c11m11nt8 find othl!lr CQf\$lrUG'lion Ofl th• Real P.op&rty. lrldebtodnon. The ... ord "lndebtodlll'ss" n-N1n1 oll principal, intetUt. 111\d cuholr amounll, costs IIOd OllP!i'MU p11y11bl11 under tNI Nole or Aehned Oocumenu, 1ogirih11r whh d renewiil, of, 111.'111nJ.4001 ol, modlfit111lor,, 11f, cOn$0Udirtion.& ol nnd !IUOS1itutlon, for the k5o1e or Ae~led 0oeU"l'letl!5 end !ll'ly «n()(ll'l'.5 11Mpend11d Of nct.onnced by L11ridu to di1ch11113• Grer•to•'• obtiga~i::ins Of upenu,s ,ncur,Ml by Tru1\1111 Of Landi• to er,for,:;e Gu11n1or'e 11bti911tK>f\ll W'lder 1hla. Deed of T1us.1. 109utiar with ir,airnl Dn 11ucll emount.11 n 11m11idad i/'l 1hi• Offd ol Trull. Lenct.. Trla word "Ler'ldtr" meant Mill B¥!k, ,ts 111ccesse,s 11.1d e,s,gN!. N'oNI. Tn& word ·r,;01'" mean, m9 promlss11ry no1& dated JIJl'>e 13, 2013. in th• Origfntr,I prir'lclptil timoont of $1$0.000.00 !tom Gr!N",tor tD L8'1dttr, 1a9etht!r wi1h e,11 ,aneiw,t, 111, extension, ct, fT'odifii:;11\ian, o;:,I, ,,linancing1 o1. cDn1olid.tion1 DI, end svb,titv1ion1 for the promissorv nott1 o,r agr111J!T1ent. Th8 mM,...ily da1, of thi" Dead of Trn,ot is J,r,o 13, 2014. NOTICE TO OFIANTOII: THE NOT't CONTAIN$ A VARIA8LE INTEREST RAT~ Ptlreonnl PTopGrty. The words "PeisoMI PropOrfV" moOf\ &II oq1,1tpment, HJ(turos., IIOd otlier tuiicles ot pe~o.W prope'tY now or hirul1e, owrwd bv Granlor, ind now Of Mra11ftor att11i:.:hed or -11flix«I ID tho, R.,1911 Pn,~rtv: togetl-.1'1< with 111 M:C.euia,,_, 1111r~. lll'd eddlt<0ns to, ...,. "'Plac:t1mt1n1e of, end :all J•ft>lltitutions lot, .w,y ol IIUllh proPQrtY; and together wi!h a~ issuea and prafi1:1 1h,ueon and proceed1 \,ncluding withou1 limitation all i~.eric11 prcCN41 ond retundl ot prom~I •= any u111 or D'lt,i,r dlsp0s.Wan o1 the PfQl)eny. P9opitrfl'. Th1'1 , .. ord "Pmpeny• mo111111 c11Hei:;tlv1:1ty 1M He-!11 ~OPfJITf and tho Pl!lr:Y.inal Propi,ny Ralll Propt,r1y. Th& wo1d1 "Re.Ill P,oi;erty" mi,an ihti ,ij~I l)t<;lPIJrlV, internts and rights, u lurt.''111< d61cribed ;,, tt,Q Dtind of Trus1. F11i.tad Documama. Tho wo1d1 "Related Documents" maMI ell prnmlJ.so,y notes, c1edi1 11gr1111m11nt.1, loen e,;ireomont"S, s.ocurlcv ~r~nts. manga,;ies. ~ds of 1Mt, securiry doed1, 001a1era1 mort,;;i11ges. and an othffl lns1r1.rnen11, agreements and do&ume,.tll, whethllr now or l'lereaner exls1ing, execut1:1d 'r, connec1t0n witl, Iha lnd11bt1:1dn11": pravldod, thin guar1111tlH (Vld en1monm1:1mal ondemn,t,, ~eemen,& are not "Aell'lte<I Doevmon1s· end ''" II01 nct.nd by t:U.. Dt11d of Trvst. Rant.. The word "Re1"1l1" mt1an1 11R p<eNnt and future ront9, re119nl.J8*, ,ncoma, iHuas, royol!iee, p,ofit1. 1111d Dther ben11lits d@ro1111d f·om th!! Properly. T,11111<111. Tho word "T•'J11teo" mooos Rolnl11r TltlCJo. whose mDiling a~drosll is 841 Central Avanua N 'Suite C 10S. IC~. WA 9B0J2 Ind f!!nf st.bstltulo Of IIUCCDS!Or tfvr;.tfl<tS. QRANTQA ACl<"IO'W\,U,OE$ HAVING READ AU lHE PROVISION$ Of THIS OfED OF TRUST. ANO GIIANTOA AG REES TO rrs TERMS. GRANlOf'I: CORPORATE ACKNOWLEDGMENT STATE OF JJ!rSftJN<37W COUNTY OF ~/cl'.=~IJ~G~----- ISS I Station Id SGQO KING,WA Page8of9 Printed on 61:6/2Ul 3 12:39.45 PM Document: TDD 2013.0614001277 Hranch :STh.l~sa :5:G2 KING.WA Order: Cl J l-lS-22979 Tith~ Uffica: Comment loan No; 98123471857 To: DEED OF TRUST (Continued I REQUEST FOR FULL RECONVEYANCE , Trust1H Pago 9 The und&is;g,ned ~ Iha legal owt11t, ""'d holder of aa indeliiedreu !eeured by llu (xil!d of T,u$t. Vou 11m hel'l!bv r&<1u.igted, l>J)On pnymtlr"l1 of all ~ owing m you, 10 ,er.oo.-e,y whhout warran1y, ,a 1M .,er1<1ri1 oolltfod 1Mre10, the 1',)ht, 11110 and lr"rtefett now hold tty vou undElr me Oeed 01 Tru$l. a.,,-1icl!Jl"Y: -------- By;-------- ""------ LASER JiRO lending, 1/9#. 1:J.fo.M4 Cop,. Harland F1"nnc,al Solu1ion:;i, 1,...,. 199). 2013 Al R,ghH Ruerved. WA/OR N:\WINAPPS1Cff•CFI\LPL\G01 .FC TR·2418 f'R•B Station IJ .SGt~O Page 9 of9 Printed on 6/26/2U13 12:39:45 P\1 Document: TDD 20130614001277 Hranch .STK,escr .5262 KING,WA Order. 01148-22979 Title Officer Comment: HAZARDOUS SUBSTANCES AGREEMENT Ref81ence II (i1 applicable!: 63705.1 Grantor(s): 1. Scott Donogh Homes Inc Grantee(&) 1. M&T Bank Le-gal Description; Lo1 12, 81k 2, Stewart!! Highland Acre Tracts Assessor's Tax Psrcal 10ft: 801110-0130-01 Additional on pege _ Additlom,I on page 2 THIS HAZARDOUS SUBSTANCES AGREEMENT dated June 13, 2013, It made end e•ecU1ed among Scott Conogh Homes Inc, whose address is 1746 Nila Ave NE, Renton, WA 98059 lsom.tlmn referr11d to below a:, -Borrower'" and eometim1111111 N "lndemnitor"'J; end M&T Bank, Oragon Rilglon, 4949 SW Meadows flol!ld, Suite 500, Lake Oswego, OR 97036 {r&f&rred to below as "Lander-,. Pagelof5 Printed on 6/26/2013 1:01:37 PM Document: AGR 2013.0614001278 Hrnnch :STK,lTsa 5262 KINC.WA Order. 01148-22979 fitk Officer: Comment: HAZARDOUS SUBSTANCES AGREEMENT Loan No: 98123471857 (Continued) Pege 2 Fa, good snd veluabklo conaid11retion end to indu(;e L.mdeir to make a loan to Borrower, eech party eucuting this Agreement herebv represents and agreea with Lender aa follawa: PROPERTY DE.S.CAIPTION. Th11 word ·Properly· !$ wed tn th1 A<,1'!11Jm1Jnt mea"" 1he fogowl~g ft111I F'm~rtv loclfl11111l in IClng Cuun1y, Stale of Wllllh""9ton: Lot l2. Block 2, Stt1w11n'1 !l~an~ Acre Tracts • .e:eo1dlr,g 10 Iha phn 1heroof rocorded in Volll,...,. 43 ot Pia!!, P1191' 17. r11corm ot ICing C0t.r'ltV, W6'hlngton. S.~J11t11 tn 1~, Coun1y of ICi,,g, S111111 c1 Wl'l•hington The R1111i Property ,nits addr!ln Is ce,mmonly known 11s 3603 NE 7th S1r11111, A'!lntoo, WA 990156. Th'!! Aul Propert'( Ill~ id11ntilic11tli,n ,-,l,I/Tlbsr;, 801110-0130 01. REPR(SENTATIONS. The 1uDowing ruprt1,er111111or.1 iwt1 l!"'&da to Lanclar, 1ubjec110 d1'cl<:11u•on maO-a.-d ecceptl!d by lo.,nd11r in writing: UH ol PtO\M"ly-Aft<U dua ;nquify and inYHt'981lon, lndemni10r haa no knowledge, o, rab:!lon ta bellave, th111 1he1,i, has bean any use. aenera11on. mar>urecture. $10raoe. treavoortt, re1iriement, 11an1parta[IOn, alspoaal, rek!ase, or th,eatenud relen'!I <:ii ar,y Harardoua Substances by .i,nv p&rson on, ~ruler, or about 1~ Property. Hu.-dOUI Sut.t11oc••· Aft11 d'-"' inquiry end in"eati9at,on, lndemnil':lf hH no knowtltd911, or r11e>w'1 to tx,~',IV'!I, 1her thfi Proparty, whna.,.,.. and w~cher owned by pre,.iou, Oceul)11n11, 1\a:11 e.,,, cantain!W ubutos, PClls, Ind paints or other Hu.ardou, Subttanee,, whe,1h<lor used in C(IASlructian 0t ato,ed on the Proper1'1' No NoOOt11. !ndemni1or hffS received no Aun"lrnO~, cha!lon, directive, loner or ot'let' corrvnuriieat:on, writ1•n or 01111. trom ~ ~O<ln<:Y or dep.,ronen1 al anv countv or state or ttlfl U.S. 1Joverr1me~t concernlr,g env intentional ar unintentional k110n or omiet1ion ¢rl, ur\Oer, o, MlO\Jt th• PrOPlll"IY wt,i.,;h l\n reJs.Jtted I" the relenlng, epll~l'III, leek.irig, pump;,,g, J)()Uling, emi1tir.g, ...-nohing Of dumping of Hue,dov!J Sub,!e,,,.et8 in10 any wa1e,,, ambient •1 or on1a any lands or whe,t1 demnge may hev8 re1ult<:1d tci 1h11 tenda, w.oter1, fi:ilh, shehhsh, wildlife, bio111, itir or ci\her n.,1ural rosai.rees. AFFIRMATIVE COVENANT$. lrctemnltor cav11nimtt wrch LO!!ndM a, tollows, Un of Ptop,1rty. 1,.dllfflflm:ir wil Mt un and doe, not ln1end lei uH the PrQP!!rty to gen'!lrate, rnanutec:tuN!, reflfl'!I. lrerniport, 1r11a1, 11tma. hendltl Of diapose o1 any Hett1rdovs S1:bsu1nee,. PCRt, lfad Mtint or asbnt<1,. Compi111te,11 with Envil'OfWMntal La-. lndemm1or 1thlrll cevae the P,op•rtv and ih• Op'$retiQne e~ted on it lo comply wilh any find all Environmtlnlal Law• .,,wJ -0,d.,• ol 11ny y,;,vem,,---.t11I autt>oritle& having ju•ierdic.tion un,;1,,. any Erwlronm8n1ol Lowa and shall ob1ain, ~aep in a/feet llf'ld ooml)'y wilh .att a,,vern~nt,;al permit, ar.d ..._,thorizatians rnqulred by Enyir,:,nmental uiw, with •Hµti<::l 10 1.ich ?ropgny o, c perariant1. !ndemnitor shell turnish Lender with copi111 of aM su1.---+i pe1mitt Hnd .111.11hotiutianll ond 1111v amendm11n19 ar renewe.fs of them and shell nolitv L~ndar al arrv e~plretion ,:,, revocetion lll 11uch parmh1 or avtMrlz111iori.. PThwidv•, ln .. utiga«try and Fkrnedlai A11,tlort. lnd11mni1or shaU 11~••cin e•1,arnt1 Clll"II in handling Haz•lklv• Subsl11ncn il lndamnitor use, or encoljn11r,1 .wty. lrdemnitot, 111 l'ldemni1cr'1 upt1nH, shall LlndertaU any .er...t .J PHIVllntlvl!I, ,nvo,1Lg,1orv or remlldiu! action (including llmetg!Hley re9'1'.ron&<1, ramoval, eontairvnent and other r11med1el 11,tlcin) h11,e,:;ul<ed by f1fft eppllcoblt Envl1o~ni01 uiw1 01 o,rctolll by 11ny 11outrnmon1&1 ol/tnorlty ,.,,,.1ng juri•dw:lion Llndtr Envlrllf'lmamal L111w111. or 1bl TltlCIJHery 10 ~vent"'" rnlnlmizo& prOl"'J't\f dsmeoe (incll.ld~ Domage to Oc,;:upo,,1'a own proptllty), p11r11onel iojuty or dlln'lll9' 10 the er.vironmenl, llr the 1hr11e1 <:il iriy euch (111mege or injury. by 111IAJ1:1H or o, a•po•ure ta H111u,do!.ls Substance11 in cO<V>ection wi1t, 1h<I Prop,;rrtv o• operuiona of ,imy OcCI.JP,llnt on tha Drtr,peMv. In the event lnd11mnit(>r I~~ 1(> psrform eriy ct lndemnitor'1 ab~11otiona llndllf ti-,;11 111ctlon ot the Agreement, Len-de• may (bu1 shall nol be required to) pt11rlorm aU1.h ob:h;111tlona et lnd11mni1or'11, eltperae. All aucl'I (:ostl al"\d e1<1)«1SU ir,eu-red by lt.-.d6r u'"\def !hit sec,ion a/l(j 01hl!!rwbt! undflf thl1-Agr11&men1 shall be reirnbur111d by lnd111mnrtor 10 Lel\det" upo,n demand with lmarest 111: 1he Note CMil!IO.At r.ale. or in thtl absence ol • d1tt111ull ret11. el 1h11 Note in1ere1t rela. L11nder i,nd tnd.mro1ar intend 1ha1 L..-.dtlr $NIH hava ru11 recour111 lo lnd,emnhor ro, any •~ 81 wiv 1irrt1 d u11 10 Len<h!r uM1;1r 1hitl Agreamt1n1. In pedorm,ng eny tueh obU9111iona of lndenvdto,, t..indar s.hlll Bl oll 1hrH ba daltrTllld ta bit :ha lljlllnt ot lnd111111ni1or and &hall lll'll by rea.aon of 1uc.h l)lll'lcrm1111ce be doomed to bti otsuming .any ,espons,bilily of lndl'lmnito, undu eny ~nvirn,1men1.ol Low or to any thll'd r,,any. l."ldemr'litor lltrtby irrevocably 11ppoiru:a Lender ei, lndemnllor'1 anarr,ey'10--lact wi1h f,JI JXJWltf lo l)errorin tuch ot lndemnhor'a otliga1ions undef this scctJon <:il th11 Agre-emor.1 as Lo"'®! doom111 noice-tsarv and at)pl~lilfltl. Nf>tk ... !nd'!lmnito,r ahi,11 i""'™!di11t1Jly notify Lender ui;,on becom111g e.,..o,e of an'( ot the following; (1) Any apil, ,eh11111e or <liBl)OMI ol II Hsnrdoo.;I. SubllllrlC& an any of the Pl-opttrty, Of in COl"W'4!ctio,, with IJll'IY of ils a,oe-ro,~ Ir auch .11p1I, r01eue ar ctispo.11al mU:1t be reported to /Jlfl¥ gci""1"nment.ol au1hority ...-d•r 11pplic11blli Environmental L&ws. i2J A"V contamlnotkm. or lmmiroont thre.al ol con1arnln.rllol'"I, ot l/',e Property by Hozortlovs SubstencH, Gr 11ny v,ol!ltien ot Etwlrf.ll'lfflt"tlll L•W!J in cor.mtt::lon wit,., 1,-,, Property or tt,e ope,atlor,s condlJCtt!d on 1h11 Prop"1'(. i::n Any ,:,,der, notlco ot vlOl111lon. tlM or p.:inalry or athflr ~lm~ar ectian by om, govf!rnme,,tai 11U1h0tlty ,elb1i.-.g to Hez¥dous Subsc1ncH OIi l;nvlror.rnenta Laws and t'1e ~eri:v or the OP&retior,s cooctucted on 11"111 Propeny. (41 Any Judlcial Of" ~ml!t'11tret!ve lnv11Jt>g.etion or pr0<::1edi09 relating !II He.rardous Substa~a or l;nvirorvnentsl L•""• and to th<! Property or the QPO!lrlrlio'15 ccr,w;..,.;tsd on the Property. !51 Any me~e.-. rel.ating to He.n1nlau. S1.b11lenc11e or €nvlr<;lf'n\Elntll Laws lhllt would give e rtinaoneblv pruderrt Lande, eallS<I to twi eoneaHM!ld tha1 th<! vlllua o1 Land11r'1 ,eeurlrv lntElflllt in rhe Property trui,y ba reduced or ltlreatGned or that moy Impair, or 1hrea1en to irn!Jlllr. lr'ldeml'lflor's ebdtv to pelform env 01 tts obl~tions v,,d,er thie Aqreoment wha11, &V<;:h perto,m1t<1or, ll d~e. Acc .. , ta Record,. lndemnrtor ahall ,;k,IMl!r 10 Lan,;ler, II\ Lll'ldllt'1 rQQUl;l$1.. ,;opiit, of 11ny ind i,jl docume.nte in !ndemnitor'• po1ntnion or 11.r ... h,c;h il hn 11cteu rel1111ng kl H111nirdovs Sub,u1nce1 oo fnvirorirnentel Laws and 1h1 P'Ofl'Ort'I' 111\d th• operat,ont condu.t:tlld on !he P,or.,e.r.,, it1duding wit>oout !mitll1ion ruultt ot lllborotorv anatyns, altt 1utumontt or S1'-"'lfit, er1,1~1el ......:!le repons onct other coritvlt1nt1' 11uCltt and ro-poru. '""~· lender r11aervt11 the fight lo lnspec1 ..-.ct W,V'!latlgm, !he Pt,;rp,:irty Ind operations. on it 111 llf1'V 1ime 1111d from time 10 time. and lndemn:1or 1'1AIII r.r"><>p,,,Ala lully wnh t..rlder ,n such inspection and invot.tj.ga1ione. Ir L,mdo11" at any 1lme Ms r.:iason m l:rnliewt :hol lrdemnltor ar 41'~ O~eupan11 at 11!e P,op<tfT)' l'Jfl noc comptvlll!il with all applicable Env1ronman111 Lew, or with 1Ni ,,i.q~·i19man11 ot ttu AgrHmerrt or that i, ma!tr•el Jplf, t91tiHe or ditrpoul ol H/ll&rdO-JIII Subat11nce1 hflll acc,...,-Bd on or Uf1dtJ• the PrOl}artv, tendar may ,,..q,..re lndemnilor lo lurni!lh Slat1on IJ :SCQO Page 2 of 5 Pnnted on 6126/2<113 l :0137 PM Document: AGR 2013 0614001278 Drnnch .STS.:,Cs~r ~~62 KING,WA Order: 0 l l -lX-22979 Title Officer: Comment. HAZARDOUS SUBSTANCES AGREEMENT Loan No: 98i2:J471857 {Continued) P111ge 3 llll"lder at lnd11"""'tor'111•po,r111,i, an ,nvlronmentl!ll 11<JrJit or, site, ,n11::nrnent will, resp,i,<;t to the mimert ol cootern to L.,,m,... Su,;J, audit Qr 11..neurnent 1hal be perf,;,rmecl by I q<JeliH9d conMJltllflt eppro\/ed by Lendsr. Any insi:11clion1 ,;,r les1s made by LeT"Kii,,-1h9I bl! for Lt1nd6r'1 P'J'P'JI"' orl~ 9;,d •hd n1>t be CQflllJ<Jed to c19ate any rM~on1ibili1y or ~abi~ty on tll4 pef'I ot L&rlder to any lndem.,itor or 10 ony othsr l)ljr&on. INOEMNITOA'i WAIVER AND INDEMNIFICATION. lndA(Mi\(:,r rnlr11by agrn,as to end shall ,r,demnit,,,, OGtend. and hold h11rml,n1 Lender and L11ndt!r's olllc11n. dor11ctors, employ~, 11nd ag11'1tl. and lender's s.iceonon and au(gns al'ld 11'!a .. ofllcers, dirDClors. amployen 8r>d ~nts f•OIT' end eas'ost an~ (ll"id d ~l!llms. 00,mends. ll'JS3<!3, ls'l)Utie,, costs, tinr,5, per.aftles sr,d upenMe 111"1(.k.l(I~ w1tho~1 ~l'lllletlon sn:01ni,y1· tees SI 1n,1 end on anv appeal or patll!Of\ tor telrlew, cor.au!tlllflll' IHI, rem1dial act,on coat&. n1tllf1I tHO\JfCI! d11mi,ges !ll1d diminution in \1111,,1] incUl'T!td by 1ucll pe1W11 (el ari1ing C<Jt Mat r~elir,g to...,...,. inveatig&t<:1ry or "'""'diet a;:\iQn irr,,ofving the Property, tho! OPel&tion, cond1.1~ted Ot'I t"1o ProDGnY, or any 01h<!r op,1ration1 of l"ld1mnito1 or ,nny Occupant ind ,equ~ed by Environm1nt11l law1 or by ordan of eny govomrmm1al 911\f!Olity i'laYlng ju,l~iciion under any En ... irO!'\n'l,;,,•ol l11w•, indudin9 wi'IN)ut &mi1111i,:,r1 any Nltu,al n1101.1r«1 dtimeget, or lbl 1ri1lng 0111: ol Of rllluod ro any nonc:omP'ianc• with or vloltrTion ot Environmental Lows or any epplic11ble pormr, a< epprovol~. or (cl on bCCOunt i,f Injury to Loodor or ony persO!'I who,s-oever or dofl'f8ge 10 eny 1ir~rty i,riaing oUI ot, in <:OMl!l¢tl~n will\, O' in e11y w1y reletlng 10 Cl) the b<eaeli ol any 1;0,,..en11nt, repruem-11on or w,111,r1nty comeinfl<l in th,a A~ree..-.1, Ii,) chit violation o! any [rwironment11I Lnw1. p"'1T'lta, 11\Jthorizmio"II or appro\ltls. liiil 1h1 UH, trealmlnl. 110l!l'Q8, 111111r11tion, ml'lmJfactun,, t"'n,po,T, ral1!1ff, lj.l)ill, Citrt>011-el or othill, h11nd~r,g of Hatatdoul Subsu,ncu Or"l Iha Proparty, o, !iv) 1ha contamination of .any of ,he Property by, or the ~retence. raluHa or thr111i,n1d rulaeo ot, Haz,rdous Substances bv any meoo, what!IOElvet IU:ll•Citly includ'"9 wlth,'>trt !ir'tll[a-tkin any prHent1y e,:iating contarTlln.lt!On of the Prop,rty, whether or not Jll''lllo<Jsly dl~lo5ed to ~cnc:lerl, or (d) Q\il'lVlll"Tl 10 ,till lo.gr1emen1. (ndemnitor'1 obllg11l<cma undtrr thl1 H1,lioo ~ survive !he termiriaOor'J at tN!I Agrlfll'!lflnt 911d 89 UI tor,I, bi!!loW In !he S..nrl11al ~lion. In additoon to tl'lls lnd1mn,ty, ll'ldemrilor hereby rrt&en-os and wen/a. 111 pre,enl ...'Id future cta!mt ageNC Lorodnr !or Indemnity or eoo1rib<.tillr, in tho hMt lndemnilor becomes hblD lo, clHrlL.'P <:II' 111"- CMll un.der ntY'/ Env~onmentnl Lew•. PAYMENT, FULL RECOURSE TO INDEMNIT~. l('id~fl'Vlilor in1&nda 1htt L11nder Bhlllt h.!IY!I ru11 l!ICOU19'8 10 lndamnitor • !or lndamni1or'1 obUgatloos I.Jl"lder tl!hl Agr11<1nert u 1hev t;lt(;ome due Ill L&nd11r. Suc"1 Habi1:1iat, louu, daiml. d8m1ges i,nd upansu dlzd bo r11imbun11bla 10 LeridErr 1H Ludfir'a ohligHlons 10 maka paym11n1s with ragpr,c11h11mto arll incurred, Wiilu:11.11 NI'{ requiteJTMtm or w~hlllQI ror th0 ultimate oLttcoma of ony ~t,garion, claim or othtr p,oc:11ed"9, 11nd !l'dllmnitor 11het! pey s,..c.t, riablHtv. lossH, ci.!llma. cttimagi,~ tlf'lcl o,:per,10, 10 Lender et ,o inevrred wi1hlrl i:toirtv tJOI dll)'I attar writtM noti<::e trom le.itJer. l.eroer·s n1;1oc1 tl'lall contain • brief item11etlon ol t~ llm(l!mt:11 or,wrred lo die date ol auch nalica, In addition 10 any remedy i,vellabli, tor ft,il..-., to pay p11riodically ,w,,;h amol,,0'111. ~h emovr,ts ahttll there1h11r bear in1Mt1111 a1 thl th,111 ~l"'-"t •el,:,, or In lhe e~unce at,:, daftn.111 tall!, ,:,1th,:, Nute in111re11at rllt'a. &UA\111/AL. The coveneni& con1alned 111 thla Agreemer,t ahal 1ur~ive (A) 1h11 rap;aymant ot 1h1 lnd1bl1dn1sa, (81 any forec:osura, wtletl'let judieli!!l or nol'l,ivdleial. o1 1ha Propertv, and (C) any delivery ol t d&ed fn lieu ol lcm,cloaute 10 Lt1'1dor or 11rrv ,i.,ceenor of lel"M;ler. The eo,,.enann c.ornelned in 1h,1 Agreemnnt shllll be 101 Iha bennfit of Lendt1r 1mt eny 1ucct1nor 10 Lender. EIS holder Qt i,ny 5ecu1lry lnre-rnt ;., the Property or 1ml lndcbt~dnn, see11roct tharaby, or n own.r of !hit Pmpertv lo!h:w,ring 1arec;lotU"I or tlla delivery 01 e dMCI ,n Ueu 01 roreclosure. MISCELLANEOUS PROVISICINS. The laUowing ml11c,i,ll111"11D1.JII pfO',/lsion. 111'11 11 !Hirt of this Ag1111ment; Am9ndmlna. Thi& r1g,Mimtn1, tag111t1et with any Rel11t111I Q04:1,1m11n11, con1titut11 1he 11ntire .r-dar1t11nd;n,g and rtgreamanl o1 tha panies n 10 tha matten !IBI forth in thili Ag,....-,-i. No 1111¥•81-on of o, an.,andrn~n1 to 1his AgreemoN 1hall ba ofroetive ur'll&u i;,lven in writing and :11lgMd by 1h11 111nv or panie1 ~ought ro be charQed or bour,d by tt11 1111ar1tlon or ,t1rt1endmen1. Arbitration, tnd•mnitor end Lotndl,r .-.. th-I ............ , deffla ....:I eontro11an:rief; batw&en 1hem wh~ lndl-rld,al. jolnl. or tins ln nature, arblng from 1hbt A91nment or othawln, indudlna without llrritir!hm c:on'ltKI 11nd 1ort di!lput.aa, 1hall IN, ••brlra1ed pur""'"' ta 1"1• RUW ol tt,, Am•OCan Art:,ilralb, Anocla1iOl'I In .tr.ct 111t IM 1lma ~ clllffl Is lkd,. upon retf.J*S1 ot 1111:h• parry. Ho Kl IO 1•111 or dlspoaa of an11 ~ str.O c:onalhuta 8 welver of rtils 1111bitr1lkln egrument or b, prohibited b\l lhb •bltration 119raem.... This inc:lud ... ,,..imoul lirltklWlloll, ,>bt;amlng Hul!C'IN• rali.t °' 1 l*r!'lporw11 ""11[Uriing ordll': M'lvaklng, e p,o-ol 111111 undlllr an,, dead llf trult or mllft~1: obuilnlng I writ of ennc:hment or lmpo.dtlon ot a nc-rvw: ar 1H1clslng any righ.11 , ... ting 10 pel'lion.t pro.plll'I)'. hchHl!ng 1sklnoa or dllJ)Otlng of tLICft p,OltfflY wtm or wMloul' tJ(llclltl proc:uu purtuan1 to Artlello 9 uf Or.a Ur,ifarm COfflffl"elal (odll. A1111 dl1pvt91. dalms. Of COIYtl'O\ler81u eor,e.mlng tfle lawfullllH Or r11.-W.AeM fl, 11ny e,::t, o, e1erc:i:H vf any right. ~,m1.,. FTJ' PYoPllrtv, lnc:luding ..,,. elcilrrl to tNelnd. r•lotm, Cir o~.iH modify any agralllfflent ralaling to the Property, shall 11110 be 81blt1attod, p,ovld.d ho.,..IYIII' that no arliitrato, 1hall hava the right or the po .... .,. to......, "' ._1r.i,, .,, ..., of .,V p..-ty. Jl,Clgrn..t upon any -•d r.,.dared b)I M1-f 1.twt.auw 111111, be entlred in an)' ,:awl l\rt,,lr141 ,lurl1dlctlon. Not~ In thla A~ument Plell prlllduH 111"1 psty from 1ee&lng aquttablt relief frcim • ccivr1 vi coirtpet8fl1 j~tlo,n. Thlo 11aMe of tlmlte6on•. l!lloppal. wlll¥w. baeha. Dnd llrnll• doelrl1111s which W<tl.lld ottrwwlt111 boa ipplleabl111 In t111 llClion bnwght by • pan,, 1hal bt noplcellla il'I uy .lllfbmMlor, p,ocMdlng, ind tha oonvnena1ment of 1n •bltr11lon pn:roeedil'IQ shd lwi d1emod the oorrvn..-K.itmar'lt of IN\ aetlor'I 11)1" 11,ose purpc:,:IH. T1!111 FN•al Arbllrl.lloo'I Act I.hall lllpply IO 1NI consuuctlon. !nterpuru1iofl, ll'ld tnklfcomerw of t~ 4U'bll:rlllllion p,avl1'on. Atto,r,111*· F-; E•.-.u. If Ltrnder in111tu1u 1111y 5ult 11r DClion 10 anlt>rce ar,y of 11'111 tel'TTlll ot !h1a Agrtrr.mttrnl. Londer 1hull 1111 err1it!tod «:r ruc:over 11uch 1vm 1111 t~• court miry adjudge '""aonabkt "'' ettom11ya· fen eq..-to 100.000'lli ol the ~1..-clpal balllr1ce di.1 on th• lndebTOdl'Nlu at i,lal er,d <Jpon any appeal. '.Yhet~ o, not eny coun oction it h~o·vi!d, and to the extent 001 prohibi!ud b11 law, all ritaonebllil e1p,&n11e1, lAmk11 incu1t that in Le~'s (101r'tlori &nit netBSHry a1 &ny time ror the Jl!01ec11011 or lr.1 lmomst or 1h11 en/Of'cement or It• right1 shall b1come I oan ol 1h11 lnd1btadneu payablo on demand and ;hi,11 bear lnu1rut at the Not• rtml from !hit dllta of the 1,:panditlJre until ,~,Id. E,:ponscs co:.vared by thl1 pera;,npn lnck.,ct,o, ,,ww1o,.r, llrni1111on, 110 .... ,v~ evt,joi;t to any l,mi11 under /IPOlleecle !IIW, Lander's at1orney1· fees eqUII to 100.000% al tl,u pr!nc'pal balar'ICII dLJtt on tha lndebtudnass M>d Ler.rJi,,'a leg11I a•penses. wha\htlr or not 1he"' 11 I lawJuit. lnclud,ng attorneys' lffs oqu1I to 100.000'lf> of 1111 prlnt;tpaJ belan,;e d~a on Vll lnd&btednus l!nd e~pen5M for b;ankrup1cy pr,:rCNdln!lS Oncivding OJHons 10 rM~ify or vecete nny 111.Iiomatic stay" oc irijunctio11I. appeals. ar,d l!!tl'f amic:ipllled i-as1·judQmi:tiT1 ooll&C1ion 11nilon, !he c01tl of n1,c.t,!rig r,:,cot<b. ~11in,r,g 1itle r11pons 11neludin9 •or1cloeur• rsport1l, toJrvlt'(ors' raports. llnd .. ppuiut 1 .... llt'ld 1i1/e i,u,.n.,oe, to tha "~tint p11rmnttod by -1pplic1bi. In ... lr>dnrnr,ilor elBO will pay ar,y co..-1 co,11, in addi1ion 10 d othar ~,,.., prov,ded by law. Caption Hi.,.., Cap1Qf'l hltttdl"III in \h<I Agreement are ro1 c:oovw,ten0it purc,osu onl~ flf'll:l are nol 10 be uaod to in!en,rat or define the pro .. illlor,s 01 1h11 Agreomool. Govtfffl~ L1w. Wltll rNpect 10 proi;edural mlttarl related tot,,. ~on -,Id entoroulhltl'IC 0, landaf's rlgtn11 19alrwl 1ha Property, thit All"•..,_.. will ba iD"",....,d t,7 f.tenl law •J>fllk:•t.i. lo l!Nlder •nd to Iha Ht<lffl llOt pr~MI tt, llde.sl ta .... 1h1 1,,., of tt... State of Wnhin,sJton. In all oth• •••p,i,ctto, ~is "•--will t.. go11uned hi! l'edarM law eppk•ble to Landu and, to thl aa11m r'ltl1 p,-,,prlod by lloda,111 law, 1M I•-of lhe Stale of Oregon wltnolll rO§afd 10 h9 conffkts of law pro11illons. Hown«. if thor, r,•r It, • ~ullon nbout .....tr.11th.-MY pio\llslon ot 1h11 Agnamenl II \IIIJld H ,11tore1ebl•. lfl.lll p,ovl1lon that Ill quHtkw',ed wll 1,,11 ,gowwned Station Id : s,;Qo Page3 of 5 Printed on 6C6ic013 1 01 :37 PM Document: AGR 2013.0614001278 Bnmch .STK,L\i:r :5262 KING,WA Ord~r: (Jl 1-48-22979 l'itl~ Officer: Comm~nt· HAZARDOUS SUBSTANCES AGREEMENT Loon No: 98123471867 (Continued) by whii;tw,,., ~wt• Of ,oo. .. law would firld th• PfOYltion HI be vnUd Uld 11nfo,,::a.bMI. Tho IOllfl t111n1a,ction thlilt ia rddanotd by mt, Note end thi. Aginmont NII" be.,i aw(led to,. oonskttlect. l~PfO"H ffld made, and Ill no,,cu,uy 1.,..., docurnellb haYI been 11<;;<;1J~ by Lindie, In~ Stat• ,;,f 0>"090n. Ct,ai&:• al V,mu1. If ttw,,., °' 11 l.aw:jUil, lncklmr!tor 119,.,a~ upon l11r,<1e,·1 r6que'1 to 11.-bmil co 11'4 i"i1dicto:>rl of the ,oun:s of C!ockamu Countv, S.Hrla DI Or~,, Jolm and Se11etal Lli,blllty. All ooffgatlDns. ot lndamrirtor t.n::1e, this A!)11emem 5t1~1 be joint and n11er11. and all ,a~<&nel!le (0 !ndemmlo, &nail rnnn a~ and ovary lncklmriitor. Tht9 ma~.,, th.at a,c;h h,de.....,itor si!,lolog below is rUl'.l<}Nlibt. for 1111 ~bF9a1,ona in thia Agt1111ment No WalYlr b-, La;ide,. Larder st,a11 not tie de&nled to haVa waived eny ri'il!'nt under 1hia Agre11ment unleH 5'JCl"1 w.ai'11e1 Is g;,ve,1 In wrltini:i !Ind signed bv Lt'1dar. NO de!ay (Ir omiu;on on thl part of Lel"td6r ln 11,.erels!ng ar,y nQht ,hell operete u a w,,.;...,,. of iwch r'9ht 1;11 ¥lY othar ,.;gt,1. A w•vOf by l11nder oi a p,ovls,on of 1hls AQ,""H'Tl9"11 !hell ~t p,ejudica or eoruilitu1a l'l wl'iver ,;,I l•ndiJr·1 right otherwise t<;> dtmand 1trict oomplil!lrl(;tl wi1h that p,-ovlslon or any othor provision of mis. Agreemt1nt. No prio1 wai<.ra, by lender. nor e.rry ecicwH of deeling bGtWfl<t., Lender aid !nderT'lnitor, 1hall COf15ti111te-a wah·"' Qf any ol Le11de-r'1 lijjihlll 01 or any ol lndemn110,·1 obliQtltlooa i,a, ID an,,. future uan,ac1lons. W~niwur 1h11 consam ol Londcr is requlrnd undo11hi9 Agn:iomonl, tilt granting o1 sucl'I con,~t by Lendn-In llf1Y lnstanea •hall not eons1ltu11:1 contint.1lng eonsant to subs.eq1,u1t \rll1.1rw:e1 when sucn coN111nt i., roquir«l and !fl 1111 c,see 5Uch eon.um mnv be 9r11nred °' withheld ITT tha sol!! di!J(:ret>on (II l.onde,. lr"l(lem.,iitor 1'ereb-y wlivea notice of a<::cBp1ance ol ihia Agron11nen1 tJy Lender. NotlcM. Sublnct ID ~pl)licobi. lltw, and e~~<'lpt for r.n!IOII ,eqi.Jlroid or eQowed hy law 10 ba glwin i!'I enoth.er menr.llf. ooy notl,;e required to be glvel"I under !his Agreemefl! shell be gi'llan ln wrlt.ng;, and 1hell be effecti"Ye when ~lllblly 4eliYered, whel'l a,ctw,lly r11ceiv11d by telefeeslml1e (l,ll'lless 01hllrwlse required bv 1.a.wl, whll!ln d,tf!O!i'lld wltt\ 11 netio.n110'I' r9,:;oynl.u,d i;overni'jjlht courier, or. if mailed, whfln dapolll~d in the Uni1ed St11t1n m11i, "' first t111SS, cer1ifi111d o, r~1ulld rneil p0f1$'illl 11repl!id. directed \g th8 ~d"9HH shown n•• tho! b"'°"nning ol this Agr11ern11nt. Anv party mrry UW1ga iia add,eu fOf notices ur"tdEir t~i:11 Ai;.,eernent by fiving f'"'mel w,itten nolic"' tg thll!I othll!lr portl&t, $Wellvllllil 1hat tt,11 purl)03e ot the 'IOllce ia 10 ch11n,ge the p11ny·1 addreH, For rotice purp05B!t, lmlamnltor ,igrae, to uep Le""4r informoxl 1t pl 1lmes ol l"'-'.l1111r,nltor':s current llddru11. Subject to 11pplk.abl11 low. and 11t.l<:B11t h,1< roliCII ,,.quired or 1111o)w11d by 1,w ,., ba glv11n in ltf101h11r m~m .. , II there •II more than on, ln~mnltor, any no1lc1t ijlv1:1n by Lerder 10 any lndemnitor ie d9emed 10 ba not,ce gi~el'l to 11ll lnd11rnni1m11. Se~e,ebllty. if a COU'1 or compflten1 j1.1n"sdiction nndlt any provi1iDM of !hit AgrHmenl ta be i~gel, lnvelid, or ll1111n1Dre~lllblll .as 10 env cireumstM1r:11, 1hb1 finding shall not mek.11 t/10 o1fendlng prnvislOl'I 1111901, lnva~d, nr ...-.cntorceoo1c1 1n to 11nv olhet Cil'C1,111'111.ancu. 11 reoslb'9. tt'II oltending prDvislofl ,hal be ccnaidGred mod1tk:ld 50 thlt it beco"1U lege!, 11111d .and en1orceable. 11 tho 01t11nding i:,rov'*iOn unno1 be Ki modrned. it shell be con11den,d d,elllted from this Agreemeo1. Unlllss otherwln required by 111w. the ~l1ge!fty, 1nY11lldity, or 1)11(1ntore1aD111ty of 111v previek)n of this Agreemant shell ll01 &tfe<:t the 111g11Htv, yalidhy or enro«:ol3bilrty of anv o1hu p,oviliQl'I at 1ho1 A.gr_,..,.,,t. Succeu,:,.t. ,i,nd Anl,ns. Subject tr, 11r,y limitotlo!\JI 11a1ad 1n thil Alilreel'!IMt an ttamf• or 'f'ldemni10,-·1 ini11e1111t, this A11reement shell bil binding \.lil>On and in1111 lo l~ !Jenelit o1 the par1in, 1hflir suctHUM"I and asi.ililn•. If owl'leOhlp ot the PrOperty becomes YUted in a, ponon other 1he11 l!'ldo11mnitor, Lender, wilhout 11r,tic1 to ll'ldamn!tor, m_... dea.1 with ln<Jemnltor'• s1.11;eesMJr5 w11h ,e1,renc11 10 011, At;ireem.l'<I: end ,r,o lrv;leb1odn11u by way ol lorbe11rll!"l<:11 or lllllerision wilhotJt releuir>g °ndaml'lotar tmm the obligetloM nt thlll A9rBeml!l!Tt or llabmry under th• lrodebt&dness. Time lit o1 the E.uan01t. rtfl'IIII 11 of 1he eaunca in 1h11 p,,rrorm~n<:B o11hl, Agrwm...,I, WaiY1 Jury, Al IMI"* to "lhl!t Agrnmllflt heraby wallle 1M right to •ny jury ulld In aft't aatio11. proclNtlCilrlQ, e1 -181'cllllm br111191rt by any f1.lr1Y 1191lnlt llfl'( othw party. DEFINmONS. The folklwlng r:•pi1elize<J words 1111d tarm5 Jhd hsv111 me follnwlng mallflill!fl when used in th!$ A91e111ment. Uni<n, spe,;:;fiealty 11111fld !O the contrlry. 1111 ,.-1,.,ericea lo dollar flmOunla stiall rnelll"\ amount1 in lirwh,J money of the Un.!ted SHH11 of Armri<:e. Words end t1rm1 u.aed in 1M 8ingule, Jhal incluclfi 1he plur11I, Md lhe plural sh11I lneludll!I lhe si~ule.r. as 1h11 eomut mav raqulre. Wor-0$ And ierms net ulhotrwise dafiJ\Qd in th11 Agn:ie1T1en1 ,hd 11-1h11 meank,g1 ,iitnbvlO<I to ,uch torrr,s In tne UnilOlfTI Commurr:1111 C(t(le: Ae--. Th, word ".6.o;irMOmi1nl" ma-tNs HazardotJ1 Subs:1ncu A;ntlflMlrtt, 11.1 lt,l1 Hnordout S111;iata.nce, A91eemllfll may be amended or rnodillad from limto to time, lcgtthllr with &II ll)lhibl!I Ind &<:h41dul111 1fl11Ch$d to this Hvrkdou, S<Jttlt.ance1 Ag,eernant t,(>tl"O time 10 timll. EnwonrnC111u1 ~-Tl'lll w<>•dl ~Em,i,anmemel Law1• n'H:lan I/INt W'd all 11ete, fed1P"al ond lr;,c,11 flllloJlH, r1gula11oo9 &rtd Ol'dlr\lflCH re.lllt1ing to 1ne PfOtlK:tio<J of l"ILWl'lan '1aalth or lhtl ffWrl'onmarn, Including wichr;,ut ~milatior\ ihe C00>pr-.hllneiv1t {nv~rr .. n111J Rt1epoMe, CornpanHtior'>, ~ lj~lhy Act ol 1980. 111 8f1Mlnd!td. 42 U.S.C, StN.tior> 9601, 91 uq. ("CERCLA"), the S..-rl,....J Amendmerlf11 .-,d R,:t-..tho1lz11t10n Act ol 1981!1, Pub, L. No. 99-499 ("SAFIA"), the H11i111do~1 Moaeriels. Trontportation Ac1, 49 U.S.C. So<:tion lB01, et taq., the RBJ101Jrt11 Consuv"11on and R111eov11ry Act, 42 U.S.C. S1!1C.tlor'l 6!t0t, et nq., o, other ~c•bl• u111e or lederel lewe, ,i,,lu, or •"'9',IL.!illons !tdgp!ed pur'IUtll'II 1hereto. Hm•llou1 Sub1tan::... The v.ord1 ")hu:ardou1 5'1>•1,..,c.u." mean fnllt1rial1 l~t. btteai.JJIII of !hair q~l!y, cOl'lo¢11r,tr.111Dn or phl,osicel, cNlmir:i,i or infee1iol.l:ll charnct11rittt,c1, rnlty ~IILH or pota e prHIM"\I (II' IX'lllntlat ~azard to t,,um111 hnolll'l or m. 11nvironmen1 wh1tr1 lmiirop,arly 11HaJ. 1r1111111d, arofad, diapoaed ot, ~nero1ed, monu1ec1ur.d, tranaported or othllrwlu h¥!dllld. Tt,e wcrM "Ha.:urdou& S11b1tent,:i1· ere used In 1MIII' Vil'Y blo11l&s: sollt-0 and include wi1hout lffl1111ion lllr.Y 1111d 11m he~1rdous or to~ii. 5ul)s11111cn. mll"tarllllm or w111e H defined by or ht11d ur,d..., \he Envir(ll'VNlntal Law1. Thi! term "Hue,di)l.;9 Sub1tan~e· 8l:to iru;:~11, withovt limitll"tion, p111.roleum end pe1roloum by,produr:1, or any traerlon thefool and llsbeSlol .-idabtodrN... The word •1r.dab111dn11ss" rns-oil o,ir1tipll, /nternt, end mMr emounre, cotlt and e•~•• pe:y81b!t, undar the No111 or Relll"'led Do,;.1,menr,, t09':thef w,t/'I ell ,onow,11 of, a~ten1len1 01, modllleetlont or, cornto!Alar;o,,1 of end wb"ltu1ion.l tor 1h11 Nata or R,tltrtq,:, Orleument1 and any 81'1'ountt Ollp,tnd1d or advanced b\l Lendllor to di1chPr91 lnc:llmnrto(s otllio111ions o, 111~pe1180S incurred by len:t•• lo 1nt11rce tnd11rnnitor'11 ob'"l;,ttons under lhi! AgrHnwrrt, log11lhlr wi11'i i111er<11t on .euch llffl00¥t1$ 1!11 l)rOvided in 1ht1 Agreemi,n"t. U111doT. The word "L.andttt" rr,e11nt M&T 81111k, IH lhJcceuor1 .&rlO a..<islgns. l\j019, TIMI word "Note" meen, me /lkt18 dated June 1J, 2013 and 11:ucu1od bv Scan Oonogh Homa, Inc in Iha l)l'lncipal llfflOUm of t180.000.00. 1090mer whn all 1anewa.1£ 01, aKtlll111on9 of, fYk'.ldllca11on1 of, relinMcil"lgt <'.It, conso~tlONI ot . .1nd ,u1»11t11tions ror the note or credit ogreemen1. OccU?""t The wor(I "Oeeup11"1~ ""'"!'Ill indivldu.lllv and C<JlleetlYely all iwir,o.rni or ontltlff occupying or utiMzing 1hR Propeny, whfitheo-"• own91, tan11n1, opar11tor o< u!ntlr ooo;:up&111. Property. Tho wold ·~nv· maans all of lndGn'lrtlrnr's right, rlda and int-,t in and 10 alt~ P,op,artv 111 Station fd .SC<,!O Page 4 of 5 Pnntcd on 6/26/2013 10137 PM Document: AGR 20130614001278 .l3rnnch :STK.l~:')a .S262 LlNG,WA Order: Ul lc\3-22979 Title Officer Comment: HAZARDOUS SUBSTANCES AGREEMENT Lo81'1 No: 98123471857 (Continued) Page 5 du.e,ibed ;,i 1h• ·P,op<11"1y 0.8cri;:uk,,i' Hction of (hi& Ag,., .. m,.,il. IIIHI f"~. ihfl words "Rool f',o.,.nv' me11n the ,eol propeny, ln1e,ut1 on<J righ1,, u 1,sthtr ~sc,,t;,ed in th•• Agreement. flM'led ~ .. me,itt. The worde 'R,,_1,1'9 Documents" mesn .tll 11romino,y not&•, credit egraemen1e, lo_.. i,gree,r,.,n(&, envirD1"1mtlf'lll!II l'l?"h,,...,..,ltl, gu•antiaa, eecu, 1v egrHman1&, mo,19,.Qn, datlda of truat, ""::uriw d&&da, collateral rnol"lgt.gu, ~nd d 01hltt in11,...,..,n11, ag1oem~nl9 and documents, who1hflr ,iow Of hDfaal1er -e-xiaIL'lg, becvt&d io connection with tM lnd'3b1odness. EACH PARTY TO THIS A(iREEMENT ACKNOWLEDGE& HAVING flEAD ALL THE PROYISIONS OF THIS AGREEMENT, A14D EACH AGREES TO rrs TERMS. NO fOAMAl ACCEPTANCE B'I' LENDER IS NECESSAAV TO MAU. THIS AOREEMENT EFFECTIVE. THIS AQREfMENT IS DATED JUNE 13, 201J. BORROWER: SCOT1'~GH IN .,. ·,,r.,~0a'ec=:5t,'i.:,~t-:.c,a, ... ,c~.-.0cono,h==a,;.;a==~=c.;=- LENOER: M&T BANN. X a,c~a,c,a,1c,Na.,•1c,=,.=------------~ CORPORATE ACKNOWLEDGMENT STA<EOF /,J/J5/f1AJ6'7DU COUNTY OF /r:;ING ISS I On 1t1is / ;3. 'fl.-_ day ol ":i]LN{E. , 20 _/_j_. botore mn, th& underslvn•d Noterv JSvi,iic, p-9rtrons!ly ap~e,ed Scott ~. PrMid~ (If Scott Dc,na,gh HomN In,:;, 11M ~••on11nv known to me o, prov6d 10 me on th• be!lia or Htiafactory evidern:e ,ci bit ri sutt11ir;z11d .-gent of ma corporation 1h11t uacutad the H11.Z11rdous Subswncu Agr11111T111nt end oc'o:niiv.-Kldged the lt.greemen1 robe 1he lr1111 ond volum•v acl and deed of 1hu corpora'!lon, by au1hvnty of Its lfyl1w1 or ~Y rt1nl\J1ion of Its board of dlr11ctors, tor the use• and p,..rP<U,ff mereiro mention¥d, 11r1d on 011th atll'led !hist he or •ti• i1 BYlhoriz.d to uuu1, 1N A~r .. menl end ,n l11ct i,~~ tht1 A9,eem,;1111 on b h,:,lf I lhe corPQration, R11s.dlng et /::@.ff Mv commies Ion 4:1piN11 / /-· / "S ·/~ LENDER ACKNOWLEDGMENT STATE Of COUNTY OF------------- ,SS l On tJ-j1 day of . 20 , before mer, tho, ~,si11rn,d Nota,v ~;Wna.dv nppearad .nd periiorisilvknown '.O m0 01 proved to-... en the b111sil. ol 9orl1fae1orv evidGt1ce lo be ,t,a , 11u1horUed egtlm 1of MLT Blink th111 execi.1Bd the within and IOl'ClflO,f'lll ins:,uaTJ&ri ood a,cknowtedged aeir:I irmn,ment to be tne lr&e ef'ld ~ol\Jnt11ry ttel end d11ed of M•T Blink, duly INthOriZl!<I by MliT S.nt: through Ill board o1 directors or othefwin. for lh• vHa •nd purpoe~ 11,(,rtolfl men11o'111d, and on t>~!h &'.!!led lh&1 he or shto i~ avlho<iled to &~e<.ute this "!lid lflS!nJITT!ln1 and in f,oc\ o•ecv18d lh~ •Did ln1tru.,.,.,n1 on b,ihelf of M&T S..~ ., ___________ _ R1111ldln11 llt __________ _ M'!' commlulon a:11plrM ------- LASE/fPRO Londlt19, Ver. Tj.i_0.004 Cop,. H111111nd Flrlarl<:ifll So1u1lon1, Inc. 1997, 1013 Ail mghts Ru,m,ad. WA/OR N:\WINAPPS\CFI\CFnLPl1G210.FC TR·2418 PR-8 Station Id : SGQC J Page 5 of 5 Pnnted on 6/26/20 l3 l O 1 3 7 PM Document: AGR 2013.0614001278 I ~ STEWART'S HIGHLAND TRACTS ACRE "TH'.:.: !\;OR-re _ OFT>-IE N Wl/.:l OFIH[ SE 1/4 or , 0 , . • ~ .'::iEGTION 9. T. 23 N. R5 E. WM N:::>vCl,<8fR, lq~P> .',GALE I"··--·,~ rc-fTFT ,,;:o.,~1 • 1 ···.·. 1 · 't'"1 ,' f '"J'7~1:·"' , -· •··-• ' . ' . 'l"J·c. <,;. ~;':: ~ \{! ""'~' .:11 Q '"' .~,&ll.l.....a...._.,-c,.s,"'",,c·" .. c, .~ . I l i"_,a,1,,....,M, .. .,;, '.,~ _., • • I I ~.><,,>.MEO ANO A?l'RDVEO 1'.1'11i_:_i.Q rJAY_-Or JlfS .. L"Jl:!!),t;,.\!_ .O..Q."<J46 :/ "'"''"":ltS$. , ><l'!_G cCUIIIT'f ROAot> 11"G(,.[[II I. 111::l?t.DY CC!'<1 I FY lHAT ~i:+£' i]:.j~;N P ~,1.1 OF .. ~-~ EWA!f.~'..'i r1,l~ LAN~-~~-~ ~··;:Fi.II.CH IS D\,.'-Y 1>1"1'1<0"/(D av 1 ... , io(ll!C. :...0~111 TY f'LANNl,t.C. C(lMM'SSl.()N.i111o;._ • .f,_J_':! DAY OF': Q.[~ A 0-1~46 . -·. • ,· . ---~-~: ... ~~:~:"5'"'' -.r "i' .. r_..,..,. -sec~rf.i:1v--.. / :."_L.O..!tUtt:.f~JL_;:. _.:_: :.[,.,;,.l)J .. ~11c,,.H .. ~l1~~t°~tlvt ..,,,.,,a~ :CAA>.,11NED AND Af'f>l:i(lVED THIS.J§1~ OAY OF___Q_~~ .. QJ:::Jl. ..... 0. 1q<lc, .• ..... ~ ,,..,,.,.,..,,,'!.... -~~,.,~ .. ,. ... ~o,. ... o o, ""'" c,;,,m?', .. o., .. , ~,., .,., ,M "'t•H ,.,HU'l;EII )EpJ.,-"'r~CT..< .rr..To~P:-~ii.<,C<,UNTIC,;...-.,,tt,---;;,,.]: tt /.<;r-'!A~. ~ ': ~i;,, !v S·-[ Al .·.·.{\I \I ·· .. · '/ ! ~v =.1 :, ,1-.__J;/· .. t• ~,:I) 1 r;•, 'lf( '.!i~fJ ~--l'•L FEO:ll•l..S~ 0t IH·c ~; l,G r,,:"-'-TY <"_A:,,iq, -, ::>t.'V 1 <;~ -1. ··-c'i -.,.Q~<;; AC' 194f>AT_.c·_:)Ml'IUTE.>=.~1_,_'!,_~_ ·A,A\DH_c-,RC.EDI!~ ,I(;'_'-~/':·'~·>! ,~,_1--s. PAG~_I-'.· "'fC.01'/C,:5.:F !-: NG (.,:·JNl~.\,·,<..~!~.",.-1,-;N ~· ,t ,·, ~ .,. ~:_•~M:; -J:>£~LJ f,"C.;:<;u ·i' ,-;;-,~,--,-r·· -~~-~"~: ~. -~r:; ~<.,r.· DESCRI cq 'ON ROY :T STOREY cN,c E><<> .. •~"- OHIS !>~AT OF .STEWA.rn•.:, HIGHLAND ACRS lRACl":> cov£R'o AND INCl_UOL', AL. or -· 1; NC ~1 H /,,6,LF OFTH[ 1.10 R Tl"IW ~s·r O.•.JA !IL [ R or lHE: :5 \,UTH [ASl 0...J AR 1<.:.::.; QF sec T- >ON "· TOWlj.!:,111 P Z,.3 NORT,.,., RAl'JGE 5 (ASl .w. I.II, o:.cr F'"l CDuWTY ~OAD ALL COUl\~f:s .t..ND DIM ENS ION.SARE AS .Si~OWN 01,J THE FACE or Tl-ll.S PLAT ALL M0'-1- (Jl,1[1,fl.S A FIE OF Col.lC.~fT E, f};C E P'I ".S O'TKEl'OYISf 0ES IGN.0.1f0 DED!CA"T I ON .,~~z~ ~;;\.~~~! ;,.~·:J1t~:i::~~~!~ RTiNA~\1~H:lr~~;~:~ ~~ g· ~~ ~E ,}(T iL~;~ ;;~ D HEl\.£B.¥ DECLARE THIS'PLAT·, •wo DEDICATE TO THC: US( OF it-iE: PU6l . C. FofiE"VER ALL '>11<.fEl'.:<i A>1DAVE:t..;C$ ::.HOW-N I-IEfl~ON, AND lH[ U5£ l"'H.l'lt~F >OR Al". 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Jt11.r 21 , l 90~) ma::-~----~---·-----~:~~~~==-: D••d ~·1-J 0 •-1~ ·.,o ·•., • .• ~·,ll ·,, ... •''f D • d r ~ ''l~" a 11 e .., U..'Ylel .;' • . ..J... •• ·• , • --. -' .,. \ ,, ')' ., ' NORTHliR\' PA1;I:l':t1; J',A.!'T,'.1'AY ':()'mi·J'\'~ (iro!';ll ~ ) a eori;, dulu ino.:;11-,, und--H· t'la la.\¥11 of t:he r:: c,!' '!i11<:onain, ·'.::'o-•n•1rt" -r. "l.,o,.• ,im•t 1'\ll1aa / T, ~t,u'lton, or "?111.l"'""• 1"1ng / • Go 1J"lt.Y, 9'1\B btnston. The N 1' 1/4 o! <; lC 1/4 of. s.zo 9 :ln Tp 2~ Jf of R ~ 11 or 1.he w M1 cont ,o 9.ar111, 'tl<'.'rt or le••· •••••••tor t~e yiar 1gn2. Two 'lfit.l. ·1cmTT":Rr ?,\C!ll''l"C ~-" 'LW.\Y ,;()t.fPAlt'Y (CM·1crat1 ;?sal) ::~-1;.'!.X:~_lltn, !'~en1<len+. ~.+. tc,11t: n.H. Ree!, At•1at4nt 9ecr,t~'"Y• ~ ct ~~inn11ot.a, 'Jount.y ot n11»11ey ( ••• _ Aug. l'i 1 19~2 1 b,;r -: 1 ~.11,n, aa Pr111t. o! ~4 compl\n~·, h~ l\•lth tit 1ta ~d r.t -:,1r,otor11, '1:et u \ '!l':ib11ln, •r P , l'111"11t•Y 1;,;1mty 1 )(1.nn11• eota, ~tt ~it~ ,,al, as are now n nA 1 n,-t ,.,..., .. _...;'·-.... ~--. ·;.:_ '.. ~-·.········· ... ..,_:.. _ ___, ___ ,...'": ___ ~·- , - Branch STK,l1s~r .52G2 . 0i x:.co?-f ~\~"-~'{15 ~?-"''~\~ o16'd) \Jl 1:) i WHEN RECORDED RETURN TO: Name: Scott Donogh Homes Inc., a Washingtc Address: 1745 Nile Ave NE Renton, WA 96059 Es.crow Number: 637052 Filed tor Record at Request of: Rainier TIUe, U.C :im~ II~: ,m ~!11:/IIU~ Ill/If Jj ,II ~,ii,~ 20130614001276 RAINIER TITLE uo 78 ea PAGE-091 OF 003 ' 06/14/2113 14:23 KING COUNJY, UA E2611488 ee1u,zeu 14: 1a l<lNG COUNT'f\ 41~ Ti=lX S412n.0e si::u..e $24e,e00.0e STATUTORY WARRANTY DEED /_I..J,. a mo.rrl~ Ot:t<5<X1 a.ti a '50'('.l'.lm,\~ =w THE GRANTOR(S), Kathleen E. Barrows~nd Karen A. Ca~son, a married person, as a separate estate, for and in consideration of Ten dollais and Zaro cents ($10.00) and other good and valuable consideration In hand paid, conveys, and warrants to Scott Donogh Hornes Inc., a Washington Corporation the foQowing descrbed real estate, situated in the Cwnty of King, Stale of Washington: Lot 12, Block 2, S1ewart's Hlgt,land Ac"' Tracts, according to the plat lhereol recorded In Volume 43 of Plats, page 17, "'cords of King County, Washington. Situate In tho County of King, State of Washington. Subject to: SH atlllched Exhlbtr A, which Is made a part hereof by !his reference. Allbreviated Legal: Lot 12, Blk 2, Stewart's Highland Ar.re Tracts Tax Parcel Number(s): 601110.0130-01 Dated: 6110/13 signature on page 2 Karen A. Car1son j~ J. A. CURIE ~ ,_ COMM ... 1995454 o 0 . NOTARY PUBIIC,cAIJFORMA -i (D . • . -OOUN1I' w I . r.ti re ... EJp. OC1l 2e, 201 s t LPB 10---06 {1-r, Stot1on IJ SGQO KING.WA Page l of 5 Printed on 612612013 12:39:30 PM Document: OED WAR 20131)614001276 I3ranch STf..:..Usa 5262 On.kr: Cll 148-22979 Tltlc Officer· Comment. WHEN RECORDED RETURN TO: Name: Scott Oonogh Homes Inc., a Washington Corporation Address: 1745 Nile Ave NE Renton, WA 98059 Escrow Number: 637052 Filed for Record at Requesl of: Relnfer ntle, LLC STATUTORY WARRANTY DEED THE GRANTOR(S), Kathleen E. Barrows and Karen A. Carlson, a married person, as a separate estate, for and in consideration of Ten dollars and Zerooents ($10.00) and other good and valuable consideration in hand paid, conveys, and warrants to Scott Donogh Homes Inc., a Washington Corporation the following described real estate, situated in the County of King. State of Washington. Lot 12, 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. Subject to: See attached Exhibit A, which Is made a part hereof by this reference. Abbreviated Legal: Lot 12, Blk 2, Stewart's Highland Acre Tracts Tax Parcel Number(s): 801110--0130-01 Dated: 6/10/13 Kathleen E. Barrows ,!(aa,M4d2-c~ Karen A. Ca~son page 2 LPB ,a.as (1-IJ Station Id :SGC)O KING,WA !'age 2 of 5 Printedon6/2612013 12:39.30PM Document: DED IV AR 2013 0614001276 Bmnch STK,Usa .5:'.(1.:'. ( )rdL'r. 011-48-22979 Title Officc:r: CommL'nt Station Id :SCQO KING,WA ACKNOWLEDGMENT State of California County of Orange On _~D_1o_/.__\~\_,'--'1.-D~-'-~=---bafo,a me, J. R. Curie, f<otary Public · ' ('~sert name and title of the officer) personally appeared \l.c..+\...\u..-, EL t.4\,e.+\.-::F:, .... rp1,J<;. who proved to me on the basis of satisfactory evidence to bathe person!a) whose name(.aj is/ate subscribed to the within instrument anc acknowledged to me that i;e/ahe/\1,ey executed the same in ~her/~ authorizad cap~cfty(~. and that by ~hail~ sigiiat1 .. ffo\*·' U·10 iils~ru:-.tci'it t~e person'5);' or the entity upon behalf of which the person~acted, executed the instrument. I ce.rtify under PENAL TY OF PERJURY under the laws of the State cf California that the foregoing paragraph is true and correct. WITNESS my hand and official seal. Signature ~ ~ (Seal) Page .l of 5 J. A. CURI Ill COMM ... 1995454 o OOTARV ~IA ;1 o,w«;E OOUKTY w !1y ''"' E,p. Oct. 21, :!016 E I Pnnted on 6/26/2013 12 39· 30 PM Document: DED WAR 2013 061400 l 276 KING.WA Ordl..'r: Ul 148<~2979 Titk Offic('r: C'omml..'nt: Station Id SGQO STATE OF [,..l/J',t:H~ ss. COUNTY OF }.!.....i,:,. I certify that I know or have sallsfactory evidence that lc~...i A. CA,2....sU,::, @are the person(s) who appeared before me.~d said person acknowledged that he@§ithey signed this instrument and acknowledged it to be hl~their free and voluntary act for the uses and purposes mentioned in this instrument. Dated: ,j..,,:,'i. 1 ~, LPB 10.05 (i-lJ Page 4 of 5 Printed on 6/26/2013 12:39 30 I'.\-! Document: DED WAR 2013.0614001:276 Branch STK.User .5262 KJKG,WA Document: DED WAR 2013 0614001276 Order· Ill l 4~-22979 Title Officer ( 'ommcnt Exhibit A Subject To: 1. 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 refiect current ownership of said mineral rights. 2. All covenants, conditions, restrictions, reservations, easements or other servitudes, If any, but omitting restrictlons, 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 End of Exhibit A Station [J SUQO LPB 10-05 (i·/) Page 5 of 5 Printed on 6/26/2013 12:39:30 P\1 (:;EOSPEcfRuM CONSULTANTS, INC. -·~·-------------:;::;: c;e1ofechnical Engineering and Earth SciencE,s L__ 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 J1h Street Renton, Washington Project No. 13-103-01 Dear Kyle, .--:, -,: ,'./)iJ 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 0. Box 276, Issaquah. WA 98027-0276 • Phone: (425) 391-4228 Fax: (425) 391-4228 KRRV Development, LL1., 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 1 O 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, Lll.-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, LL1.., 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 Page4 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 (M8 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, LL1.., 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 650lb 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, Llv 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 encountere.d 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 01557 maximum dry density in pavement and driveway areas. Project No. 13-103-01 Page 9 KRRV Development, LLL.; 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 stab. 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. ExposP.d final graded soil areas should be planted immediately with grass and deep rooted plants. Project No. 13-103-01 Page 10 KRRV Development, LL1., 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 bt;-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 31191 Page 12 ref: Geologic Map of the Renton Q.iadrangle by D. R. Mullineaux, USG5 Map GQ-405, GEOSPECTRUM CONSULTANTS, INC .. \ "' 0 c;, I 1965 \' \ '' .. \\ '. \:='.-======= H .• .. \111 • I[ • • 1· 1\. :I • • • Ii •• J\ II i! \ .. 111i! • I \ V ' \ \ ', -;:..-, s_ .. · ~~:, • 1.11, .• ... 11,,· .. 406 \ '· . IJ '\ ···';'-t· _,,, ' ,lt ;,,--L .n\ -. . !',·• . \ .. , \'i l I 1./ t·- 1 \ \ ~-.······.· .•.. ··.···.· .•.. ·· .. \.'.\ .. -~ SITE VICINITY GEOLOGIC MAP Pro!X)sed Residential D:lvelopnent 3517 & 3603 NE 7th Street Renton, Washington 3/13 Figure 1 ' , ! / ' ,' NE 7TH STREE1i1 I / / ---~---~-------~T-~~--:--~-~--- -~---: i..---~-~ ~ ..... "._~-~~--~::'."'-... ~~ -' -=--:---~ --- ~--' ·\ ',,: ....... \., -. -.J.\ ' __ ·:· -1 .µ -(I) M TP-4 \ __ ,..,.-· GEOSPECTRUM CONSULTANTS, INC .. Geotochnlcc:11 Engineering cznd Earth Sc/once• \ \ 0 ~- ! . ···1·· SITE DEVELOPMENT & EXPLORATION PLAN Proposed Residential Dc,velopment 3517 & 3603 NE 7th Street Renton, Washington Proj. No. 13-103 Date 3 /1 3 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. Logged by JAD Date: 1/31/13 TEST PIT NO. 1 Elevation: 406' Depth Blows Class. Soil Description Consistency Moisture Color W(%) Comments O -.---,---r----S--d-/---1--,.-1 ---,---. -t --,--dk-b-,---,--F::-1-LL---t SM Silty fine an w OGG grave oose mo1s rn brown .J .. SM Silty fine Sand w/oGc gravel medium dense brown 2 3 w/some cementation dense moist/ very en el JW6Yst moist to red-brown gray 16.5 4 ---J.--1---+-----------.+-.w..,r '---i----+----1....i...._-1-----1 5 6 7 Logged by JAD Date: 1/31/13 Depth Blows Class. Maximum depth 4 feet. No ground water encountered. TEST PIT NO. 2 Elevation: 403' Soil Description Consistency Moisture Color W(%) Comments O -.--..... -SM-..... S-i-lty_fi_m_e_S_a_n_d_w_/o-r-ga-n-ic_s ____ lo-o-se ___ m_o-is_t _ ...... -.. -ga-rJ-~-.n-....... --.----- to 1 SM 2 3 4 5 6 7 Silty fine Sand brown wi!ti acc. gravel to 6" very moist ···m:dens·e··· ··cemented············ ············· ··-v:·d nset ··moist·· Maximum depth 3.5 ft. No ground water encountered. 13.4 GEOSPECTRUM CONSULTANTS, INC. Proposed Residential Development 3517 & 3603 NE th 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 Depth Blows Class. Soil Description Consistency Moisture Elevation: 400' Color W(%) Comments moist 0--------------------.-----SM Silty fine Sand w/occ gravel dk brn 1 2 3 4 5 6 7 & abundant roots to 4" w/some cementation Maximum depth 4 feet. No ground water encountered. ,oose medium ense very en e/ to brown very 15.8 moist wat ro n moist gray TEST PIT NO. 4 Logged by JAD Date: 1/31/13 Depth Blows Class. Soil Description Consistency Moisture Elevation: 405.5' Color W(%) Comments 0--.----------------------------------1 ...... . . Sqcltqrg.inics. loose moist d1ir~ 1:Jrn 1 2 3 SM Silty fine Sand wi!h gravel to 3" · te"riiented medium ense v. d nser to brown very moist ~~ht own 10.5 moist gray 8.4 4 -1---1---1------------I-..J.lj;ILl,L_...j. ___ -1,. ___ ,1....._-1,. ___ _. 5 6 7 Maximum depth 4 ft. No ground water encountered. GEOSPECTRUM CONSULTANTS, INC. Proposed Residential Development 3517 & 3603 NE y!h Street Renton, Washin ton Proj. No. 13-103 Date 3/13 Figure A-2 TEST PIT NO. 5 Logged by JAD Date: 1/31113 Depth Blows Class. 0 1 2 3 4 5 6 7 SM Soil Description .. Sodlorgclriic~ .. Silty fine Sand w/occ gravel & abundant roots L cemented Maximum depth 3.5 feet No ground water encountered. Elevation: 411' Consistency Moisture Color W(%) Comments loose moist dk brn to brgwn to very dark medium brown moist 12.1 ense hard moist ra 10.6 TEST PIT NO. 6 Logged by JAD Date: 1131113 Depth Blows Class. Soil Description Consistency Moisture Elevation: 404' Color W(%) Comments loose moist 0 ....... -..... ...., .......... -----------------~w ?r~veu~~~iri~~fto:r . gark 1 SM Silty fine Sand wi!li occ roots 2 3 ··cemented 4 5 Maximum depth 3.5 ft. 6 No ground water encountered. 7 GEOSPECTRUM CONSULTANTS, INC. rown to medium brown ... ens.e ... medium grat 10.3 ense ro n · ··hard··· · gray··· 9.8 Proposed Residential Development 3517 & 3603 NE ylh Street Renton, Washin ton Proj. No. 13-103 Date 3113 Figure A-3 TEST PIT NO. 7 Logged by JAD Date: 1/31/13 Depth Blows Class. Soil Description 0 1 2 3 4 5 6 7 . Sod/organics SM Silty fine Sand w/gravel & occ gravel to 6" cemented Maximum depth 4 feet. No ground water encountered. Consistency Moisture Color loose medium aense v.dense/ hard moist dk brn red- brown liqht brown gray Elevation: 403' W(%) Comments 10.2 7.4 TEST PIT NO. 8 Logged by JAD Date: 1/31/13 Depth Blows Class. Soil Description Elevation: 406' Consistency Moisture Color W(%) Comments o----------------------------------1 .. __ !3C>~/e>rgc1rii_<;S.. loose moist gark 1 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 aense v.dense/ hard .... rown irown rea-rown Arav-orown gray 10.8 8.6 Proposed Residential Development 3517 & 3603 NE ih 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/organics 1 2 3 4 5 6 7 SM Silty fine rand w/qrPcmel occ. c® es" occ. bou er to 12" .&abundrt ro~tst~~,,-- Maximum depth 3.5 feet. No ground water encountered. GEOSPECTRUM CONSULTANTS, INC. Geotechnica/ Engineering and Earth Sciences Consistency Moisture loose moist medium dense Color §~~~ brn brown gra0 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 NE 7th East Short Plat 3603 NE 7th Street Renton, Washington DRAINAGE REPORT (Combine three short plats) June 27, 2013 Prepared for: Scott Donogh Homes, Inc. 1745 Nile Avenue NE Renton, Washington 98059 (206)730-0114 office Submitted/Prepared by: Offe Engineers, PLLC Darrell Offe, P.E. 13932 SE 159th Place Renton, Washington 98058-7832 (425) 260-3412 office (425) 227-9460 fax darrell.offe@comcast.net 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: Scott Donogh Homes, Inc. Address: 1745 Nile Avenue NE Renton, WA 98059 Phone: (206) 730-0114 Project Engineer: Darrell Offe, P.E. Company: Offe Engineers, PLLC Address/Phone: 13932 SE 159th Place Renton, WA 98058 (4251260-3412 Part 3 TYPE OF PERMIT APPLICATION Subdivision X Short Subdivision D Grading D Commercial D Other Part 2 PROJECT LOCATION AND DESCRIPTION Project Name: NE 7111 East Short Plat Location Township: 23 North Range: 5 East Section: 10 Part 4 OTHER REVIEWS AND PERMITS 0 DFWHPA D Shoreline Management 0 COE 404 Rockery D DOE Dam Safety Structural Vaults 0 FEMA Floodplain O 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 LJ River D Floodplain [J Seeps/Springs D Stream [] High Groundwater Table D Critical Stream Reach [J Groundwater Recharge [J Depressions/Swales n Other D Lake D Steep Slopes Part 7 SOILS Soil Type Slopes Qgt 5-100/o D Additional Sheets Attached Part 8 DEVELOPMENT LIMITATIONS REFERENCE D Ch. 4 Downstream Analysis D D D D D D Additional Sheets Attached Part 9 ESC REQUIREMENTS MINIMUM ESC REQUIREMENTS DURING CONSTRUCTION D Sedimentation Facilities D Stabilized Construction Entrance D Perimeter Runoff Control D Clearing and Grading Restrictions D Cover Practices D Construction Sequence [] 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 Vault Channel D Depression 2009 City of Renton D Pipe System D Energy Dissipater D Flow Dispersal KCRTS D Open Channel D Wetland D Waiver Compensation/Mitigati D D Stream D on of Eliminated Site Dry Pond Regional Storage Detention Brief Description of System Operation: Catch basins within curb line of street, conveyance to existing City system downstream, limited Infiltration on lots for house. Facility Related Site Limitations Reference Facility Part 11 STRUCTURAL ANALYSIS Cast in Place Vault 0 Retaining Wall Rockery > 4' High 0 Structural on Steep Slope D Other Limitation Part 12 EASEMENTS/TRACTS D Drainage Easement D X Access Easement Tract D Other Part 13 SIGNATURE OF PROFESSIONAL ENGINEER I or a civil engineer under my supervision my supervision have visited the site. Actual site conditions as observed were incorporated into this worksheet and the attachments. To the best of my knowledge the information provided here is accurate. 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 3603 NE 7'11 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 28,692 square feet (0.66 acres). The existing King County Tax Parcel number is 801110-0130. There are no sensitive areas on this site. The property has a gentle slope of approximately 4% towards the southwest corner 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. The proposal is to combine three separate short plats into one storm water facility located on the westerly short plat. The facility will be sized for these three short plats for detention and water quality treatment. 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 blackberries. 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. E5NE -09 T23N ROSE NE 1 --;;}··· -.-i -~ • 3 ,1' lUO f ____ ,._,J_ ~ _1~111..1 !.... ~ ~. ~" NE 7th St 1139951. Pg.46 ~'-- ---~~ 3~~2 ~29J 113903 -. tj . Di'*"!,'"""----------------- I ~002 21 · 13523 6!Z] 135 61] I ---1 6~9j Section 4: Flow Control and Water Quality Facility Analysis and Design Flow control/water quality preliminary calculations determined the projects will require a facility sized for both detention and water quality. The projects (the combined three short plats) will have a restrictive covenant limiting the impervious areas on the developed lots to 2,600 square feet with "limited infiltration" dry wells for 1,300 sq. feet of the proposed impervious areas. The balance of the property will then be collected and conveyed into the storm facility located on the west short plat. The facility will be sized for all three short plats. NE 7th Short Plats Area Breakdown Area Breakdown Property west/middle east frontage Lots 2,600 sq. ft. impervious max. (31,200 sq. ft. max.) Landscaping Roads 20' road section (Fire Lane) Frontage (sidewalk one side) Tota/Area (3' widening) Impervious Pervious Forest Total Area Input Parameters Tota/Area Impervious Pervious 12 20' 287 5' 3' Tota/Areas 57307 28653 4305 90265 (west/middle) (east) 4305 2.07 acres 0.74 acres 1.33 acres Impervious Isa. feetJ Pervious (sq. feet) 15600 15600 (50%} "Limited Infiltration" m 11419 2840 2296 32155 40501 2009 58110 Forest rsa. feet/ 0 90265 Pedeveloped Conditions ij Land Use Summary Area Till Forest 2.07 acres Till Pasture 0.00 acres. Till Grass 0.00 acres Outwash Forest 0.00 acres Outwash Pasture 0.00 acres Outwash Grass 0.00 acres, Wetland 0.00 acres Impervious 0.00 acres Total 2.07 acres: Scale Factor : 1.00 Hourly Reduced Time Series: LfP_r_e_d_e_v_.t_s_f ___________ ~I Compute Time Serles j Modify User Input j File for computed Time Series [. TSF] Flow Frequency Analysis Time Series File:predev.tsf Project Location:Sea-Tac ---Annual Peak Flow Rates--- E'low Rate Rank Time of Peak (CFS) 0.131 2 2/09/01 18:00 0.035 7 1/06/02 3:00 0.097 4 2/28/03 3:00 0.004 8 3/24/04 21 :00 0.057 6 1/05/05 8 :00 0.100 J 1/18/06 21:00 0.085 5 11/24/06 4:00 0.167 1 1/09/08 9:00 Computed Peaks -----Flow Frequency Analysis------- --Peaks Rank: Return Prob (CFS) Period 0.167 1 100.00 0.990 0 .131 2 25.00 0.960 0 .100 J 10.00 0.900 0.097 4 5.00 0.800 0.085 5 J.00 0.667 0.057 6 2.00 0.500 0.035 7 1. 30 a. 231 0.004 8 1. 10 0. 091 0. 155 50.00 0.980 Developed Conditions IY Land u,~ Summary Area Till Forest 0.00 acres Till Pasture 0.00 acres Till Grass: 1.33 acres Outwash Forest 0.00 acres Outwash Pasture 0.00 acres, Outwash Grass 0.00 acres Wetlandi 0.00 acres Impervious: 0.74 acres Total 2.07 acres: Scale Factor : 1.00 Hourly Reduced Time Serles: [o_ev __ .ts_~c_ ___________ _,I Compute Time Series j Modify User Input I -- File for computed Time Series [.TSF] Flow Frequency Analysi9 Time Series File:dev.tsf Project Location:Sea-Tac ---Annual Peak Flow Rates--- Flow Rate Rank Time of Peak (CFS) 0.298 5 2/09/01 2:00 0.219 7 1/05/02 16: 00 0.364 2 2/27/03 7:00 0.209 8 8/26/04 2:00 0.258 6 10/28/04 16:00 0.314 3 1/18/06 16:00 0.303 4 10/26/06 0:00 a. 631 1 1/09/08 6:00 Computed Peaks -----Flow Frequency Analysis------- --Peaks Rank Return Prob (CFS) Period 0.631 1 100.00 0.364 2 25.00 0.314 3 10.00 0.303 4 5.00 0.298 5 3.00 0.258 6 2.00 0.219 7 1.30 0.990 0. 960 0.900 0.800 0. 667 0.500 0.231 0.209 a 1.10 a.on 0.542 50.00 0.980 Detention Facility Design Retention/Detention Facility Type of Facility: Facility Length: Facility Width: Facility Area: Effective Storage Depth: Stage O Elevation: Detention vault 184.00 ft 20.00 ft 3680. sq. ft 5.00 ft 100. 00 ft Storage Volume: Riser Head: 18400. cu. ft < 5.00 ft ~IONV~~ ,...... ___ ...;;_,;:..._ Riser Diameter: Number of orifices: Orifice # 1 2 Height (ft) 0.00 3.00 12.00 2 Diameter (in} 0.75 1. 38 Top Notch Weir: None Outflow Rating Curve: None Stage Elevation Storage inches Full Head Pipe Discharge (CFS) 0.034 0. 073 Diameter (in) 4.0 Discharge Percolation (ft) 1ft) (cu. ft) (ac-ft) (cfs) (cfs) 0.00 100.00 0. 0.000 0.000 0 .00 0.01 100.01 37. 0.001 0.001 0.00 0.02 100.02 74. 0.002 0.002 0.00 0.03 100.03 110. 0.003 0.003 o.oo 0.04 100. 04 147. 0.003 0.003 0. 00 0.05 100. 05 184. 0.004 0. 004 o.oo 0 .06 100.06 221. 0.005 0.004 o.oo a .16 100.16 589. 0.014 0.006 0 .00 0 .26 100. 26 957. 0.022 0.008 0 .00 0.36 100.36 1325. 0.030 0.009 o.oo 0.46 100.46 1693. 0.039 0.010 o.oo 0.56 100.56 2061. 0, 047 0. 011 o.oo 0. 66 100.66 2429. 0.056 0.012 0. 00 0.76 100.76 2797. 0. 064 0. 013 o.oo 0.86 100.86 3165. 0.073 0.014 o.oo 0. 96 100.96 3533, 0.081 0.015 0 .oo 1.06 101.06 3901. 0.090 0.016 o.oo 1.16 101.16 4269. 0.098 0. 016 o.oo 1. 26 101.26 4637, 0.106 0. 017 0.00 1.36 101. 36 5005. 0 .115 0.018 o.oo 1. 46 101. 46 5373. 0 .123 0.018 o.oo 1. 56 101. 56 5741. 0.132 0.019 o.oo 1. 66 101. 66 6109. 0.140 0.020 0 .00 1. 76 101. 76 6477. 0.149 0.020 o.oo 1. 86 101.86 6845. 0. 157 0.021 o.oo 1. 96 101.96 7213, 0.166 0.021 0. 00 2.06 102.06 7581. 0 .174 0.022 0.00 2 .16 102.16 7949. 0 .182 0.022 0.00 2 .26 102.26 8317. 0 .191 0.023 o.oo 2.36 102.36 8685. 0 .199 0.021 0.00 2.46 102.46 9053. 0.208 0.024 0.00 2.56 102.56 9421. 0.216 0.024 Q.00 2.66 102.66 9789. 0.225 0.025 o.oo 2.76 102.76 10157. 0.233 0.025 o.oo 2. 86 102.86 10525. 0.242 0. 026 0.00 2. 96 102.96 10893. 0.250 0. 026 o.oo 3.00 103.00 11040. 0.253 0.026 o.oo J. 01 103.01 11077. 0.254 0.027 0 .OD 3.03 103.03 11150. 0.256 0.028 0. DO 3.04 103.04 11187. 0.257 0.030 0.00 3.06 103.06 112 61. 0.259 0.033 o.oo 3 .07 103.07 11298. 0.259 0.036 o.oo 3.09 103.09 11371. 0.261 0.041 0.00 3. lO 103.10 11408. 0. 262 0.043 0.00 3 .11 103 .11 11445. 0.263 0.044 0. 00 ) . 21 103.21 11813. 0.271 0.051 0.00 3.31 103.31 12181. 0.280 0.057 0.00 3.41 103.41 12549. 0.288 0.061 0.00 3.51 103.51 12917. 0. 297 0.065 0.00 3. 61 103.61 13285. 0. 305 0.069 0.00 3.71 103.71 13653. 0. 313 0 .073 a.co 3.81 103.81 14 021. 0.322 0.076 0.00 3.91 103.91 14389. 0.330 0.079 0.00 4. 01 104.01 14757. 0.339 0.082 0.00 4.11 104.11 15125. 0.347 0.085 0.00 4. 21 104.21 15493. 0.356 0.088 0.00 4. 31 104.31 15861. 0. 364 0.090 0.00 4. 41 104.41 16229. 0.373 0.093 0.00 4. 51 104.51 16597. 0.381 0.096 0.00 4.61 104.61 16965. 0.389 0.098 0.00 4. 71 104.71 17333. 0. 398 0.100 0.00 4.81 104.81 17701. 0. 406 0.103 0.00 4.91 104.91 18069. 0. 415 0.105 0.00 5.00 105.00 18400. 0.422 0.107 0. 00 5 .10 105.10 18768. o. 431 0.417 0.00 5.20 105.20 19136. 0.439 0.982 0.00 5.30 105.30 19504. 0.448 1. 710 0.00 5.40 105.40 19872. 0.456 2.510 0 .DO 5.50 105.50 20240. 0 .465 2.790 0.00 5.60 105. 60 20608. 0.473 3.050 0.00 5.70 105.70 20976. 0.482 3.280 0.00 5.80 105.80 21344. 0. 490 3. 510 0.00 5.90 105. 90 21712. 0.498 3.710 0.00 6.00 106.00 22080. 0.507 3.910 0. 00 6.10 106.10 22448. 0. 515 4 .090 0. 00 6.20 106.20 22816. 0.524 4.270 0.00 6. 30 106.30 23184. 0.532 4.440 0.00 6. 40 106.40 23552. 0.541 4.610 0 .OD 6.50 106.50 23920. 0.549 4. 770 0 .00 6. 60 106. 60 24288. 0.558 4. 920 0 .OD 6.70 106.70 2<656. 0.566 5.070 0.00 6.80 106.80 25024. 0.574 5.210 0.00 6.90 106.90 25392. 0.583 5.350 0.00 7. 00 107.00 25760. 0. 591 5 .490 0.00 Hyd Inflow Outflow Peak storage Target Cale Stage Elev (Cu-Ft) (Ac-Ft) 1 0.63 0. 17 0.40 5.09 105.09 18743. 0. 430 2 0.30 ** *** ** 0 .11 4. 97 104.97 18303. 0.420 3 0.36 ******"' 0.09 4.12 104.12 15164. 0.348 4 0.29 ******* 0.09 4 .11 104. 11 15128. 0. 347 5 0.31 ******* 0.06 3. 51 103.51 12899. 0.296 6 0 .18 "'"'***** 0.04 3.12 103. 12 11492. 0 .264 7 0.22 ******"' 0 .03 2.78 102.78 10236. 0.235 8 0.21 ******* 0.02 1.37 101.37 5046. 0.116 ----------------------------------Route Time Series through Facility Inflow Time Series File:dev.tsf Outflow Time Series File: ROOut Inflow/Outflow Analysis Peak Inflow Discharge: 0. 631 CFS at 6:00 on Jan 9 in Year 8 Peak Outflow Discharge: 0. 396 CFS at 10 :00 on Jan 9 in Year 8 Peak Reservoir Stage: 5.09 Ft Peak. Reservoir Elev: 105. 09 Ft Peak Reservoir Storage: 18743. Cu-Ft 0.430 Ac-E't ---------------------------------- Duration Comparison Anaylsis Base File: predev.tsf New File: rdout.tsf Cutoff Units: Discharge in CFS -----Fraction of Time--------------Check of Cutoff Base New %Change Probability 0.031 0.82E-02 0.74E-02 -9.2 I 0.82£-02 0.039 0.59E-02 0. 62E-02 5.8 I 0.59£-02 0.046 0.45E-02 0.50£-02 10.1 I 0.45£-02 0.054 0.34E-02 0.39E-02 13.3 I 0.34£-02 0 .062 0. 27£-02 0.31£-02 15.8 I 0.27£-02 0.070 0.20E-02 0.22E-02 8.8 I 0.20E-02 0.077 0.14£-02 0.15E-02 8.3 I 0 .14E-02 0.085 0.91E-D3 0.78£-03 -14.3 I 0.91E-D3 0.093 0. 54£-03 0.57£-03 6.1 I 0.54E-D3 0.101 0.29E-03 0.26E-03 -11. 1 I 0.29E-03 0.108 0.21£-03 0.16E-04 -92.3 I 0.21E-03 0 .116 O.lSE-03 0.16E-04 -88. 9 I 0.15E-03 0.124 0.82E-04 O.OOE+OO -100.0 I 0.82£-04 Maximum positive excursion= 0.005 cfs ( 9.5%) occurring at 0.053 cfs on the Base Data:predev.tsf and at 0.058 cfs on the New Data:rdout.tsf Maximum negative excursion= 0.022 cfs (-17.1%) occurring at 0.129 cfs on the Base Data:predev.tsf and at 0.107 cfs on the New Data:rdout.tsf Base 0.031 0.039 0.046 0.054 0.062 0.070 0. 077 0.085 0.093 0.101 0.108 0.116 0.124 Tolerance------- New %Change 0.028 -9. 6 0.041 6.9 0.050 7.8 0.059 8. 9 0.065 4.7 0. 071 1. 6 0.079 2.2 0.085 -0.7 0.096 3.1 0.099 -1.2 0.103 -4.9 0.105 -9. 6 0.106 -14. 1 ---~--------··-------~-----~-----------------------~ Ci P~ • Duntion Analysill • KCRT5 fii u.. £ "' C) iii .c " <J) i:5 ;!r--------------------- 0 "' -0 0 -0 "' 0 0 <O ~ 0 \ R "• ..... •;, ... \ • f-d)C,:it <1,11 Target dur • 3-1-------------------· .. '·-------------- o \_ 00 .. N 6 +------------------------------·'------------- 0 0 ·. 0 ~0'-r-,-r-r,,,-rr,rn,,,--~ ,~-~ ,r,T ,T ,T ,r,,,r.- 3 -,,~,,~,-r,~ ,,,.,Tr,.- 2 --~,,,~~,,,,-,n,,.,r---r-,-~,~,,-r,r,n,.,n 10 ·5 10 ·-' 10 10 10 ·1 10° Probability Exceedence Wetpool Sizing Calculations Per 2009 King County Stormwater Management Manual Project Name: NE 7th Short Plats (all three pro1ects) Project Number: Facility Description: __ W-'-a"-t"'e .... r ""Q"'u"'al"'ity"-"-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 3: Calculate runoff from the mean annual storm (V,) for the developed site. V, = (0.9A; + 0.25A,g + 0.10.A,, + 0.01A,,) x (R / 12) where: A; = Impervious Surface Area = 32.155 s.f. A,g = Till Grass Area = 58,110 s.f. A,, = Till Forest Area = 0 s.f. Ao = Outwash Area = 0 s.f. v, = 1,702 c.f. Step 4: Calculate required wetpool volume (V0 ). V0 =fxV, V0 = 5,107 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 GEOSPEC,RUM CONSUtrANTS, INC. ::/'.z;1! '-:\-_,:1, : : • ' ~ ' 'i! • - f ,-•• -.. Geotechnical Engineering and Earth Sciences March 26, 2013 ML Kyle Miller KRRV Development, LLC P, 0, Box 908 Ravensdale, WA 98051 SUBJECT: GEOTECHNICAL EVALUATION Proposed Residential Development 3517 & 3603 NE 1r Street Renton, Washington Project No. 13-10~01 j Dear Kyle, ' This report presents the result~ of our geotechnical evaluation for the site of your proposed new residential devel?pment on the subject properties, The purpose of our work was to provide geotechniqal 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 .lanuary 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 discm/sions 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-stojy 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 bi:, 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 9f 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) 391-4228 Fax: (425) 391-4228 KRRV Development, L-~ 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 wesl/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, ~~_; 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, 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+) have 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 Page4 KRRV Development, __ _; 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 (MS 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 Page5 KRRV Development, __ _ 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 included recommendations for spread footings and pipe piles in this report. RECOMMENDATIONS The following subsections present our recommendations for design of foundations, site grading, drainage control and erosion control. Also included are recommendations for plan review and observations and testing during construction. Spread Footing Foundations Conventional spread footings founded on undisturbed very dense/hard natural glacial till soils should provide good support for the proposed structures. Bearing soils are expected to be encountered at depths ranging from about 2 to 3.5 feet below the natural ground surface of the site. Continuous wall footings should be at least 18 inches wide. Square footings for column support should be at least 24 inches wide. Footings supported on undisturbed very dense/hard natural glacial till soils may be designed based on an allowable bearing pressure of 2000 psf. All footings should be founded at least 18 inches below the lowest adjacent final grade. Where the natural bearing soils slope, the footing excavation should be stepped to maintain a horizontal bearing surface. If deep fill or other unsuitable soils are encountered, foundation loads may be transferred from the recommended minimum foundation depths to the recommended Project No. 13-103-01 Page6 KRRV Development, L __ 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 property 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 property 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 Page7 KRRV Development, __ ., 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 Page8 KRRV Development, __ ..; 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 1 O 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~raded 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~rade 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 density in pavement and driveway areas. Project No. 13-103-01 Page9 KRRV Development, __ _; March 26, 2013 It should be noted that where the proposed slabs cross a filVnatural 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. SiHation 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 property 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, __ .; 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 COI1ditions 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 rn1 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, LL.; 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 3'1111' Page 12 ref: Geologic 1111.p of the Renton Q.ladrangle by D. R. Mullineaux, USGS Map Qr-405, "= ' GEOSPECTTWM CONSULTANTS, INC.. 1965 SITE VICIHI'l'Y GEOLOGIC MAP Proposed Residential Developnent 3517 & 3603 NE 7th sti:eet Renton, Washington Proj. No. 13-10 Date 3/13 Figure 1 ,/ I /NE 7TH STREETi _J_ / / , , ·~··-""' • , r , I ·,•':',,.,. ,!.'.r..<.::-s;,:·r,r.>.'<!;4~--1 1 --t----j------1.-·---+------- \,._ 't _;'\ ',.~\ s; '\ \' \ " ----~-- TP-4 ai ! '-'!""' :ci •. ,, ' ', '\ \ ' \ \1 " ·············'\ \ . -'-'--"-\ \ lrP-9 \ \ ;r \ a G\ \ ' I ' I , \) \: .. \ \ ~ GEOSPECTllUM CONSULTANTS, INC.. Glteo,,-.:;,llrt/oat EnQ#"l••rtng c.,nc1 Earth sownc .. SI'l'B DEVELOPMBN'l' & 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 examinatic:n, 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 B10W9 Class. 0 SM Soll Description Silty fine Sand w/occ gravel 1 .... ········································-·-··· SM Silty fine Sand w/occ gravel 2 Consistency Molstu19 loose medium dense moist Color dkbm brown brown to Elevation: 406' W(%) Commsnts FILL ..... J ..... moist/ redrown· ............................................................. ~6.Yst ......... ~r<l······. dense 16.5 3 w/some cementation moist gray 4-+--+--+---------4....WiWl..-~--+--4-11£.+---1 5 6 7 Maximum depth 4 feet No ground water encountered. TEST PIT NO. 2 Logged by JAD Date: 1/31/13 Depth B10W9 Class. Soll Description Consistency Moiatul9 Elevation: 403' Color W(%) Comments O -,.-..,.,.~::'.~:"'···..,· ..... s~_i'.1Yil" .. "".~,..~e-... ~~a-n-..~-.~":'/o--.rga--... --~ ... ~-... -.. -... -... -.. "". --se--,.....m-ois,..t:-----,,.-.. ":'s~--.rk,..···-···-··,----r-----t to 1 2 3 4 5 6 7 SM Silty fin~8lk. gravel to 6" ··c-emented················ Maximum depth 3.5 fl No ground water encountered. GEOSPECTRUM CONSULTANTS, INC. Geotechnical brown very moist 13.4 ···m:dense·· ... _~·y---·-·· ··mo1st········r-,,......,...-1 Proposed Residential Development 3517 & 3603 NE t1' Street Renton, Washin on Proj. No. 1~103 Date 3/13 Figure A-1 Logged by JAD Date: 1/31/13 Depth Blows Class. 0 1 2 3 SM TEST PIT NO. 3 Soil Description Silty fine Sand w/occ gravel & abundant roots to 4 • wlsome cementation Consistency Moisture ioose medium aense moist to very moist moist Color dkbm brown gray Elevation: 400' W(%) Comments 15.8 4-l--,!---!,----------l...lliillll..-+---+--+.11.11.+---1 5 6 7 Logged by JAD Date: 1/31/13 Maximum depth 4 feet No ground water encountered. TEST PIT NO. 4 Elevation: 405.5' Depth Blows Class. Soll Description Consistency Moisture Color W(%) Comments 0 ...... -.... -....-..... ...---,--------,.-,.----...... --.............. ------1 ... ~!lrs!!nigi................................ loose moist ... !:!!!r!\. !lrn 1 2 3 SM Silty fin~t~tvel to 3" medium aense to very moist brown Uaht bl'OWn 10.5 · cemented··----··············· · ·· ··· ·:·a ·n·w· ··moisf ······· ···srav····--8.4 4 5 6 7 Maximum depth 4 ft. No ground water encountered. GEOSPECTRU/11 CONSULTANTS, INC. Proposed Residential Development 3517 & 3603 NE 71t1 Street 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 . ~C)(JfCJrgc1n.~ . . ... loose moist dkbm -......... ··············--·--· ................ SM Silty fine Sand wlocc gravel to :r 1 -to -& abundant roots very ......... L ..................... brown 2-.... medium moist 12.1 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 Cl-. Soll Description Consistency Moisture Color W(%) Comments 0 .~W .. Gravel~~~~~to 3• loose moist g~···· -···················· ···-·····················-······ to ,, 1 -SM Silty fin~~ roots :Jlmlium brown -·····································-···· ......... ~ ...... ----------······ 2-medium 8~ 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 ~ 3517 & 3603 NE 7'" Street Renton, Washinc on 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 Claaa. Soll Description Consistency Moisture Color W(%) Comments 0 .. !;()(j/()1'1!~".i.C!> ........... loose moist dkbm -.. ...... ..... ···--------------------------- 1 -SM Silty fine Sand w/gravel b~ & occ gravel to 6" 10.2 --------········· 2-................... ~~ -:reillium se 3-···················-·-··--·--·········· -----·-····--------.......... ..... -cemented v.dense/ gray 7.4 hard 4 - 5- Maximum depth 4 feel - 5-No ground water encountered. - 7- - TEST PIT NO. 8 logged by JAD Date: 1/31/13 Elevation: 406' Depth Blows Class. Soll Description Consistency Moisture Color W(%) Comments 0 .~org;:mi~ ............................... -......... loose moist .JWm. 1 -SM SIity fine Sand w/gravel ................... 3!% -with occ. gravel to 6" ~~m 10.8 2-................ -8~ 3- -·····---------···························· ··············--··· ················ 4-cemented ~1m1se1 gray 8.6 5- -Maximum depth 4.5 fl 5-No ground water encountered. - 7- - GEOSPECTRUM CONSULTANTS, INC. Proposed Residential Development I;,:, <t. ~ ~:'""i 3517 & 3603 NE 71t1 Street Geotechnica/ ineeri--and Earth Sciences Renton, Washin• on Proj. No. 13-103 Date 3/13 Figure A-4 Logged by JAD Date: 1/31/13 Depth Blows Class. TEST PIT NO. 9 Soil Description Consistency Moisture Elevation 408' Color W(%) Comments ~~bm 0 ... Sodlorganics ............ . ...... loose moist 1 2 3 4 5 6 7 SM Silly fine ~~."!'.Q..'i!Y~· g :XC. lioulaer to 12· & abundlnt roots to 3" ....................................... Maximum depth 3.5 feel No ground water encountered. Geotechnical Engineering and Earth Sciences medium dense brown ················ g~ . ............... gray 12.2 7.7 Proposed Residential Development 3517 & 3603 NE 7111 Street Renton, Washington Proj. No. 13-103 Date 3/13 Figure A-5 Section 7: Other Permits None applicable at this time Section 8: CSWPPP Analysis and Design The proposed development consists of a 0.66 acre parcel (28,591 square feet). The proposal does not exceed the WSDOE requirements for a SWPPP plan and permit. An Erosion Control Plan will be prepared as part of the construction plans for review and approval by the City of Renton. Section 9: Bond Quantities, Facility Summaries, and Declaration of Covenant These documents will be prepared and provided at the time of Construction Plan submittal to the City of Renton. At this time, the storm system and analysis provides for a conceptual system that will be finalized during civil plan preparation. Section 10: Operation and Maintenance Manual The Operation and Maintenance Manuals will be prepared and provided at the time of Construction Plan submittal to the Oty of Renton. RECEIPT EG00010198 BILLING CONTACT Kyle Miller KRRV Development LLC PO BOX 908 RAVENSDALE, WA 98051 REFERENCE NUMBER FEE NAME ---·--,-~ """'"'" -~·"·'' --=··=-u•~• LUA 13·000867 PLAN -Short Plat Fee Technology Fee Printed On: 7/2/2013 Prepared By: Elizabeth Higgins ..... -. -·""'· ,,-., TRANSACTION TYPE .. ..• Fee Payment Fee Payment - of 0 . . Transaction Date: July 02, 2013 City of Renton ··)1--<r1 r1'11 · r·,-· · ,_ '. I ~J __ !/'//!:J,·Ori JUL -2 NI, PAYMENT METHOD ·--· ............. Check #1068 Check #1068 ... SUBTOTAL TOTAL AMOUNT PAID , ---~~~ . $1,400.00 $42.00 $1,442.00 $1,442.00 Page 1 of 1