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Home My WebLink AboutReport 01' I I r -·- ! H ' i ' ' !2 0 C") ,, .... ...., ,, -i r > ' C .... ,,. ... ... C) '">) ~ ii ~~ • 0 i ~ i "' ;;: 0 • z L :mi ffi <- 0 C :z ffi -... = ~ ~ = ~ ffi (g • ·~: l ---i "ti (') ii, ;:; :::, '< :, 0 :::, (Q -0 JJ <" (t) cii" ::i 5· .... :, 0 ::i '. ,ii G ! I! ! i i ~~---"'· ---,.,..,. ........ ~.-, .~~---~·a•----• '" )/600 DUMITRU ROMAN [_ CONCEPTUAL DRAINAGE CONTROL, TREE CUTTING/INVENTORY. GENERALIZED UTILITY & GRADING PLAN ll 0 ~ 0 z 0 "Tl ---i I m (/) ~ ~ 0:;: ~() "Tl 0--; "Tl I ;om mz z. ---i [Tl o~ ~z ~ ::i:o :l> "Tl (/) (/) ~m 20 Gl. --;O o°' z~ z N "' z ;o z Gl 0 u, m ~ .... ~ la;l ~ z !"l N !--< ,ri = '<I' ~ rJ... __ ~ .. R,4 ... n H .R,f·. _J __ -RM· UC-Nl ZONING MAP BOOK -~-=E_c_j"·· ! r- ··-··-···i··-··-····'"······- .......... R-8)·· --· -·---·-' I .. J ' , ··' PW TECHNICAL SERVICES PRINTED ON 11/13/09 ""'""'""'""''''"'"hi'""'"'"""""'""' "'•'"'"""'°'""'"'""""'°"'ond;1ba..;don Ohoht<lnamlllllln--... ttlio-- --~-lotCily<ilpiaJ-onlr. R-8 R-8 E4 -08 T23N RSE E 1/2 V o I 200 I 400 j Feet 1:4,800 5305 &' if, ~~. "'° r ~ z w :, z ~ 26TH STREET w cc Cl :, cc 0 ;), u ~ ;/ w 2 z\,- NORTH 24TH I STR~ET w :, z ~1~ ~o gz :Ii 2 \ii w i z w :, z ~ r "' '1' NE 27TH COURT ~ r >- QC 0 z w ::, z 1s T23N NORTHEAsr Ji~~\H'f;S~UE Z7rH STREET I w :, z w ~ ~ >-w w r "' >-w"' >-0 z z NORTHEAST 24TH STREET ~ o;\ <::::- CJ MONTEREY AVENUE !/NORTHEAST w :, >- z "' w <{ > w <{ "' w ac Z 0 3 z <O NE 23RD/ STREET ~ w z ~ u, z 5 ~ ~ l NORTHEAST I 20TH I STREET \ I I u, w z 0 ~ I 5 ' ~I N~ 0. ~ I ix 0 z • APPROXIMATE SCALE IN FEET 500 0 500 I llATIONAL llOOD INSURAIIC[ PROGRAM J FLOOD INSURANCE RATE MAP KING COUNTY, WASHINGTON AND INCORPORATED AREAS (SEE MAP INDEX FOi\ PANELS NOT PAINTED) ~ PANEL SUFft< =·= Cit)' of Aentqn Plal"t!MA}l;l-dn 53033C0664 F J\f;IAPl.RlVlii,· MAY 16, 1995 IR1~(C\~J~ \Q) Federal Emergency Management Agency This is an official copy of a portion of the abow referenced ffood map. It was extracted using F-MrT On-Line. This map does not reflect changes or amendments which may haw been made sub&equent to the date on the title block. For the latest product infonnation about National Flood lns.urance Program flood maps check the FEMA Flood Map Store at www.msc.fema.gov ' L ..------------------------------------------------------. CJTY OF RENTON SHORT PLAT (I ROMAN PRELIMINARY SHORT PLAT PORTION OF THE S.W. 1/4, OF THE N.E. 1/4 OF SEC. 05 TWN. 23 N., RNG 05 E., WM CITY OF RENTON, WASHINGTON LUAU I I I I I • I g I~ ,=> Ii I~ J~ e1 ii I I I ,, I '° I I g R LOT 1 16,603 SQ FT tt88"09"49~ !<E~"YllAl[ CRf[K ·cvss • s1P£•" 255.14" 1)7 --1 --- 15· UTU0l1'ES E•SE .. ENl >ff 81062l>O&O• -.I I,---/ L--' [_i ,,,--- '' ! ':·· ~,,,q, j__ -_ -,cc,-~ I ___ -~ I I ' ----1-)_____ -- ~ 'lg g~ '8 , Jl!.l.!.r_ 12~.96 -1 I N00"31'00•w 10.00' N88'09'49"[ eo.56' I ' ~SS'09'497W i 'j 125.66"' If--. ~ -~ --ii\ N88'0!{49"E . I ~ ---i \''-I I IL ---\ I \ , ,~· v:rune:s 1 EASCMENT -- /oFf ;.5110ti0098 I ~ ~ T.L. 334390-3203 ' -PONO EASEMEMT\ +~' -~ i \ \ 1 1, REC NO. \ ,{ '""" --1 . 8805099006 \ ~-I' \ 15. Ulll.HIES \ \I cm=n /~-'\! -1 \ 1--.,,_, '·. --_i_ --~TL~S ~., _,,-/ ~ . /'\ \I .r, 8106290&0< '·. _.--, ~ \ 'V~~-I \ ~--->', /. ' 0 \, I I ""'"'".:or 2_ >\ \ 82.3:USC.n . '------------~ \1't: I \------I ~ 155.00 Ull1'5 Of al!TICAL /\ '1 j. -) Pl I S89"29'00"W AAc.o. ~ \ .,. • · \~: I au',~'ER \ I I ) ' /\ \,1 1,--1--~ -I \I__ I (D~ . // I I \1,,-'1 '1 "'='' I ~ , .-, WETLANDS I o / \:-'', f I L z /i I 11 I - I ,, i ' ' I I o 5 ,o ~ .lO ,j: r,.r;;;, / I I I j I I SCALE ,~ -30' ~ g I CATEGO'lY .l I I I .1 I I ;;;:::i WETLANDS I l'I I I ~ -I ' 11, I I I / I 11,,-BL~;[< --\ ~E,.,.YOAU: CFE:EK, I I I ~Cl.ASS • SIBV.M I I \'k_L·I I I I I : i .<PPIID•. LOCA11Ct< IX , ·1 _ 1 ,· ........ GE OITC>< EAse:UENT I I M,= .. ~ I O.l' -! . I \ S89"29'00"W 1 2 l_ . I I 226.50' r------.,..,., -· I i I I City of Renton Planning Division JUN 1 9 2013 ~ ~CC;~D\\f~[Q) TOUNO RE8AR -,~ ,LS., 1502~ 0.02'i L ~··:_ -- EASEMENTS, BUFFERS & CRITICAL AREAS PREPARED fOR DUMITRU ROMAN Encompass~ ENGINEERING & SURVEYING 165 N.E. JU~~~:; Cir ~r --~ WASHINGTOH 1SSAOUAH WA 98027 Dl'<N SY DA TE JOB NO PHONE: (42.5) 382--0250 JEF 04/30/13 11612 FAX:(425)391-3055 CHKO BY SCALE SHEET WSH f9=30' 2 Of 2 -1 ' -- • iit,O ,il rr: ;)} . l i ! ! i i p ' i i I i ! i i I d :,oo·a,·,n ' .. OUMITRU ROMAN BOUNDARY/TOPOGRAPHY PLAN ·a,~-,~ l~JJ 1, I ' IL ,_J~ .~ """"'"' ·~~· .. . I, ; -u 0 ~ 0 z 0 .,, -i I m (/) ~ cl C') ~ ii, ~ C :, '< z ::e. 0 .... :, -(0 <C> ::0 ~· 0 ~ ~: (I) ,::; :I (/) 6' ....- 0 :, :I --J , .. ' s ' .. ' ' ! '"" DUM/TRU ROMAN -~ • CONCEPTUAL lANDSCAPE PLAN ' ~''"'"".., e;r lnl lLJ ~-'"'""" :o -..,,.,,.. .. , - "U 0 ~ 0 z 0 "Tl --i I rn UJ ~ ___ ,," _____ , ' Altmann Oliver Associates, LLC AOA PO l\ox f, 78 <:aniati<lll, \\'t\ 9HOl4 Fax (4:!f,) :t~:l-<t:",09 Environ1nental January 21. 2016 Kris Sorensen. Associate Planner Community and Economic Development Renton City Hall -6th Floor 1055 South Grady Way Renton WA 98057 REFERENCE: Roman Short Plat -Renton, WA -LUA13-00795 SUBJECT: · Year 1 Monitoring Report Dear Kris: Planning & Landscape Architecture AOA-4115 This report documents the conditions for the Roman Short Plat buffer enhancement area following the first year after implementation of the mitigation plan and sign-off from the City, which occurred on 1/9/15. Information in this report is provided per the: conditions of our approved drawings and report (Buffer Averaging and Mitigation Plan -Figures 1-4 dated 9-4-14). The baseline monitoring report was submitted to you on 1/9/15. The first quarter monitoring report was submitted to you on 4/30/15 and approved on 5/27/15. The second quarterly monitoring report was submitted to you on 8/7 /15 and approved on 8/7 /15. The third quarterly monitoring report was submitted to you on 10/30/15 and approved by you on 11/17/15. 1.0 PROJECT SUMMARY The project is a 2-lot short plat adjacent Kennydale Creek (Class 3 stream) and Wetland A (Category Ill wetland). Per the approved plan, 4667 sf of buffer was reduced and replaced with 18,232 sf of buffer along with enhancement of the reduced buffer in total of 5606 sf. 2.0 PLAN MODIFICATIONS The project was planted in December of 2014 essentially per plan. We reviewed the project during and after implementation. A few additional dogwood cuttings were added as replacement for a few less red currant. The attached as-built reflects totals of installed plant material along with vegetation sampling transects and photo-points to be utilized during the 5-year performance monitoring period. 3.0 VEGETATION SAMPLING TRANSECT DATA Two permanent 50' long vegetation sampling transects were established during the")ECFIVED 12/12/14 baseline monitoring assessment and reassessed during our 1/14/16 Year 1 l'C - JAN 2 5 2016 c:?V 0~ '.::~i\:YON PLANNING DIVISION Kris Sorensen January 21. 2016 Page 2 of 5 monitoring review. Woody vegetation is evaluated through use of the point-intercept sampling methodology within each of these sampling locations. Herbaceous cover will be visually estimated. Following is the transect data from the baseline assessment compared to the first three quarterly reviews. 21 DATA AT FIRST QUARTER Transect# %Woody %Woody %Woody %Woody % Herb. % % Cover at Cover at lrt Cover at Cover at Cover Survival Noxious Baseline Qtr -Yr 1 2nd Qtr-Year 1 Weed Yrl Cover 1 14.3 16.0 16.8 18.5 90.0 88.5 0.00 2 15.8 19.2 22.0 24.7 90.0 92.1 0.00 Averal!e 15.05 17.6 19.4 21.6 90.0 90.3 0.00 Required at 15.0 20.0 20 20 NA 100.0 Year 1 4.0 PERFORMANCE STANDARDS The monitoring program will be conducted for a period of five years, with quarterly reports submitted during the first year and annual reports for Years 2 through 5. Based on the relatively small size of the enhancement area. the entire area is being reviewed for survival while cover will be assessed through the transects (see Section 3 above). The primary goal of the enhancement plan is to increase the value of the buffer over current conditions. To meet this goal, the following objectives and performance standards were incorporated into the plan: 4.1 Objective A Increase the structural and plant species diversity within the enhancement area. 4.1A Performance Standard A Following every monitoring event for a period of at least 5 years. the enhancement area will contain at least 7 native plant species. In addition, there will be 100% survival of all woody planted specie, throughout the enhancement area at the end of the first year of planting. Following Year I. success will be based on an 80% survival rate or areal cover of planted or recolonized native specie, of 15% at construction approval. 20% after Year I, 30% after Year 2. 40% after Year 3. 50% after Year 4 and 60% after Year 5. 4.18 Status of Performance Standard A at Year 1 Eight woody species were installed within the mitigation planting areas and present at the Year 1 review. Woody plant coverage averaged 21.6% between the two transects, exceeding the minimum 20% coverage requirement at Year 1 therefore this standard is currently being met. Five western red cedar, 10 black twinberry and 63 scouler willow cuttings that died over the course of Year 1 were recently replaced, ensuring survival is at 100% at this time. 4.2 Objective B Limit the amount of invasive and exotic species within the enhancement area. <10 Kris Sorensen January 21. 2016 Page 3 of 5 4.2A Performance Standard B After construction and following every monitoring event for a period of at least five years. exotic and invasive plant species will be maintained at levels below 10% total cover in all planted areas. These species include, but are not limited to. Himalayan and evergreen blackberry. reed canarygrass. morning glory. Japanese knotweed. English ivy. thistle. and creeping nightshade. 4.28 Status of Performance Standard B at 3"' Quarter At Year 1, there was only a trace of Himalayan blackberry. bindweed and reed canarygrass. therefore this standard is currently being met. 5.0 PHOTOS FROM ESTABLISHED PHOTO-POINT LOCATIONS During the baseline monitoring event three photo-points were established. The photos. whose locations are depicted on the attached as-built plan, will continue to be taken throughout the remaining monitoring period to document the general appearance and progress in plant community establishment. Review of the photos over time provides a semi-quantitative representation of success of the planting plan. Following are the photos taken during the Year 1 review. Photo-point 1. View looking SE on 1/14/16 Photo-point 2. View looking NW on 1/14/16 Kris Sorensen January 21. 2016 Page 4 of 5 6.0 MAINTENANCE HISTORY & RECOMMENDATIONS The following maintenance work was completed during the fourth quarter: 1. In December -plants were replaced The following items need to be completed during the ongoing maintenance visits in the Year 2 to ensure continued success of the mitigation areas. 1. Remove all invasive/non-native vegetation through hand-grubbing. Cut back encroaching blackberry along non-enhanced areas adjacent to the mitigation planting area. 2. Remove any garbage and other non-organic debris from the site. 3. Water all plantings 1-2 times weekly during the dry season (July-September) or as needed to ensure full saturation of the root zone. Do not over-water. 4. In the winter of 2017. after our Year 2 review. replant plants that have died during Year 2 as specified after our Year 2 review. 7.0 SUMMARY & MONITORING SCHEDULE Overall. the site is performing well and meeting performance standards at Year 1. With proper on-going maintenance the site should establish successfully. The next long-term monitoring event is scheduled for January 2017 for the Year 2 review followed by submittal of the Year 2 report. Monitoring and reporting will then continue annually with reports submitted to the City through at least Year 5 (January 2020). Should you have any questions. please call me at (425) 333-4535 or email me at simone@altoliver.com . .. ' Kris Sorensen January 21. 2016 Page S of S Sincerely. ALTMANN OLIVER ASSOCIATES. LLC Simone Oliver Landscape Architect Attachments -Figures 1-3. As-built Wetland Mitigation Plan cc: Ariana and Dimitru Roman -via email Kris Sorensen January 21. 2016 Page 3 of 5 4.2A Performance Standard B After construction and following every monitoring event for a period of at least five years, exotic and invasive plant species will be maintained at levels below TO% total cover in all planted areas. These species include. but are not limited to, Himalayan and evergreen blackberry, reed canarygrass. morning glory, Japanese knotweed. English ivy, thistle, and creeping nightshade. 4.28 Status of Performance Standard B at 3rd Quarter At Year 1, there was only a trace of Himalayan blackberry. bindweed and reed canarygrass . therefore this standard is currently being met. 5.0 PHOTOS FROM ESTABLISHED PHOTO-POINT LOCATIONS During the baseline monitoring event three photo-points were established. The photos. whose locations are depicted on the attached as-built plan, will continue to be taken throughout the remaining monitoring period to document the general appearance and progress in plant community establishment. Review of the photos over time provides a semi-quantitative representation of success of the planting plan . Following are the photos taken during the Year 1 review. Photo-point 1. View looking SE on 1/14/16 Photo-point 2. View looking NW on 1/14/16 Kris Sorensen January 21. 2016 Page 4 of 5 C Photo-point 3 . View looking north to NE on 1/14/16 6.0 MAINTENANCE HISTORY & RECOMMENDATIONS The following maintenance work was completed during the fourth quarter: 1. In December -plants were replaced The following items need to be completed during the ongoing maintenance visits in the Year 2 to ensure continued success of the mitigation areas . 1. Remove all invasive/non-native vegetation through hand-grubbing. Cut back encroaching blackberry along non-enhanced area s adjacent to the mitigation planting area . 2. Remove any garbage and other non-organic debris from the site. 3. Water all plantings 1-2 times weekly during the dry season (July-September) or as needed to ensure full saturation of the root zone . Do not over-water. 4. In the winter of 2017 , after our Year 2 review. replant plants that have died during Year 2 as specified after our Year 2 review. 7.0 SUMMARY & MONITORING SCHEDULE Overall. the site is performing well and meeting performance standards at Year 1. With proper on-going maintenance the site should establish successfully. The next long-term monitoring event is scheduled for January 2017 for the Year 2 review followed by submittal of the Year 2 report. Monitoring and reporting will then continue annually with reports submitted to the City through at least Year 5 (January 2020). Should you have any questions. please call me at (425) 333 -4535 or email me at si mone @alto liver.com . .. , Kris Sorensen January 21, 2016 Page 5 of 5 Sincerely, ALTMANN OLIVER ASSOCIATES. LLC Simone Oliver Landscape Architect Attachments -Figures 1-3. As-built Wetland Mitigation Plan cc: Ariana and Dimitru Roman -via email I I l/~ \ I \ ' " C; I ORDINARY HIGH HATER OF KENNYDALE GREEK GLASS 3 STREAM ~-~ ~--, \ 111 \ \ 15' BUFFER ) I "' ? I\ I \_4 __ ~ ,se·oe,~E ----·m; I --· . Voln· P'_-,,~l-L,,,: :-. I / 9 I ?=I r:::;;_,, V' -/( i "'" , . --1 ~J "' tr;;.-.11, / /-,,;. ~ : I : L 1·~. 'o-/; ·:" · as~@/ ' ..,..9 Qa·· ,,, \ o I ) • • ; -• / / /,//: '-:. ' 0 · ~ ,-, _ • _ • \ \ 0, I I: +f ,a ". .. // './~\' s· \..,.. ", -~· \ \ Q \ a ' ·c< , • . . ' • . @c.. ·._ . ,. I ' i I I '·' ;, ' "~IN-·' .2.":... -..,._\'' '· \ 2 \ (6)8" \ -/ "" ·' •-~+E,:;j~;·:~·-~-T"·, .. / ~~':30/v· HETLAND A \ · g,,,_c, 1,. 9 \ ~// .CATEGORY Ill . . . . \',,;· 'gffi \ /~11\ 25 ,_ BUffER __ / '\ ', , _ 1 \ . • . . · . ; /?, . i \ '\ ~\ .. ;!.," -. -" ! '--'-'~ \\ \, TRACT :REAi . ' . ?· --,, '·ccoma1 ' Q :-., ··. \ TRACT) "!,Cl 1 1 1 O ,r ·tVi ; \ . \. 26 I ie-1--\ ,.-..--. -. ""9· -, [ ') ~~----]'[EJ"\1 \8 I \ 11 r '- i \1/ 1"l __ "':o.,.__.'.:'-\u __ . -1, '--I -)6,·29·00~ L 5' B58C U\ I , '" ""' 155.00' .,<)<, I~ -: ·,~ ...... ,: . c,_ . ,,.. \ w '·'f:J~'' 't· ' " I/ ' ,-:::-· ,o • G ' . ·1., ·. : -(2)8 (iJ· ® ....... -~I / . ' . B/G' i ,"- '6' , . · ,,; ,. HETLAND · · . ·,,.. '-'- ,s· / . / . '°\(:ATEGORY Ill \ $,. . r .22 ,: 25, BUFFER r ~ /. · ~ " , • · I w I "i1lll®'/' . · · • · 1 ;,' i 1 "@,': 1 a ~ .J!J,o . V ' . 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P G D ~ I 'I 4 I // ; 1. // -------PROPERTY LINE II I ~ /1 ,; ' / / • ..,_,,,_,,,_ KENNYDALE GREEK ~:---~~--~J~ ~ \k --------STANDARD HETLAND/STREAM BUFFER --------PROPOSED AVERAGED STREAM BUFFER ~SPLIT-RAIL FENCE HITH NGPA SIGNS " PP-# PHOTO POINT LOCATION t /J I I i/1 I I i/ I , '>IV [)I ITRANSEGT LOCATION I• I 1/ I ~ If~ --J9 /.{1~ 0 ·~ i ~l I I ·1 Y:f!.<'./$'.<(/////,dPf?~2/// \~ 1 I t:: ;=-=-=-"-.-=-=~ o _.-:::.;_C I\ I -_-_--,_._-_ · .. .1,,.2.~.,__. '¥ I \ \ ~-~-=-=-~ -:=-r·'""y "-' . . \ I -------···-···-.. ·-···-/ _-----2--~--· • ~, 11 =---=,,.~-=-=-! \ I \ = --L = -= -~"f'.-I \I PLANT1Nf AREA B =:: t = =:: = ::~1:~i © \ -~=\---=====\.· -_\_ ---, \ ----\------ \ \\ ====~~=====} \ \ _-_-_,_-_-_-\ @ \ --_\ ---• \ TRANSEG T 2 -50' = -= -= -S:-= = .gjl';,.\. \ ---------~, . \ . . " = = = = = = = = ~=· -= = = ~'. 8 / r-, -t---J--.J . . -----"---"' . EE / " -::::-::::-::::-::::-::::-~-:-=-=-·~ --- \ I . -----~ --.• .-· -. \ i 1 """, %'<' PP~3 = -~::=::=::=:==="'=--=~=~ \ I ' \ I ' I -' \ ./ \ ', / I' 11 I \ / I .._.__ .._.__ \ -I -(t--~~-~-~;:---- - -~,-, ~-:::: -:::: ---- -.. --::.__" - ' --.......... ._, _ -_ -" " ~ / ----·-~-~------~ I 11 , P//ZZT//22 E----1 PLANTING AREA A PLANTING AREA B 0 GRAPHIC SCALE (IN FEET) H 10 20 30 40 SCALE, 1,20 NOTES 1 bO N j '1 \\ i, ~s \ ' ~ ' ,? ' ,,,I ' s?s sx" ·, I I. SURVEY ~ SITE PLAN PROVIDED BY ENCOMPASS, 165 NE JUNIPER STREET, SUITE 201, ISSAOUAH, HA CJ8021, (425) 3CJ2-0250. --.... lY " I X, z '5 0. \[) z i== lf\ z " <{ r _J Cl 0. Cl I DL rn w-LL <{ LL :::, :::, _J (ll .z I-Cl I-<{ 1- _J _J \[) ::i 0. z m i-'r' I ()l \() \() Cl <{ <{ I :S: f'i 1.0 z· wzCl Ol <{ I- =, L z \[) Cl w u:: Ol Ol <lh, 0 ,, < ~~ u ~ -l $ -l & 00 i llJ ~ -. ~ ~-·u ;; 0 ~ ~ J -< . ~ ~ ~ -, 0 ~ C: ! C: C E C ~ ~ ~ ~ ,; I ~ C I .!. 1 ,c - ~ ... (ID u INSTALLED PLANT LIST (AREA A) !e;m 0-o:- C. -st TREES - w Lil SCIENTIFIC NAME COMMON NAME DENSITY QTY SIZE (MIN.) NOTES f-' SINGLE TRUNK, HELL BRANCHED () t," ACER MACROPHYLLUM BIG LEAF MAPLE Cj' O.C. Cf 2 GAL. z "'z ~ () ~ ~ () .., PSEUDOTSUGA MENZIESII DOUGLAS FIR Cf' O.C. 10 2 GAL. FULL 4 BUSHY ., \j) '"' I > ~ <( ., -"' " \j) " () 0: THUJA PLICATA HESTERN RED CEDAR Cf' O.C. Cf 2 GAL. FULL 4 BUSHY SHRUBS SCIENTIFIC NAME COMMON NAME DENSITY QTY SIZE (MIN.) NOTES \j) RIBES SANGUINEUM RED CURRANT 6' O.C. 2 I GAL. MUL Tl-CANE (3 MIN.) z () ROSA NUTKANA NOOTKA ROSE 6' o.c. 28 I GAL. MUL Tl-CANE (3 MIN.) f- <( SYMPHORICARPOS ALBUS SNOHBERRY 6' O.C. 22 I GAL. MUL Tl-CANE (3 MIN.) \..) lL CUTTINGS \..) SIZE (MIN.) w SCIENTIFIC NAME COMMON NAME DENSITY QTY NOTES o_ CORNUS SERICEA RED-OSIER DOGHOOD 6' O.C. ICf 4' CUTTING 1/2" DIA. MIN., BARK INTACT \j) "" SALIX SITCHENSIS SITKA HILLOH 6' O.C. ICf 4' CUTTING 1/2" DIA. MIN., BARK INTACT w _J =,Lil D c- INSTALLED PLANT LIST (AREA B) w r- I () \..) () \j) I TREES f-[i) SCIENTIFIC NAME COMMON NAME DENSITY QTY SIZE (MIN.) NOTES z <( <( :::, _J _J THUJA PLICA TA HESTERN RED CEDAR Cf' O.C. 3 2 GAL. FULL 4 BUSHY o_ -z SHRUBS f-f-() _J <( f- -_J \[) SCIENTIFIC NAME COMMON NAME DENSITY QTY SIZE (MIN.) NOTES :::, o_ z ID - RIBES SANGUINEUM RED CURRANT 6' O.C. I GAL. MUL Tl-CANE (3 MIN.) I f-I 12 \j) D!'. \j) ROSA NUTKANA NOOTKA ROSE 6' O.C. 3Cf I GAL. MUL Tl-CANE (3 MIN.) <( () <( . ~ :r SYMPHORICARPOS ALBUS SNOHBERRY 6' o.c. 43 I GAL. MUL Tl-CANE (3 MIN.) [i) - wzZ CUTTINGS D!'. <( (.) =, I: f- SCIENTIFIC NAME COMMON NAME DENSITY QTY SIZE (MIN.) NOTES \Q () iD lL D!'. D!'. CORNUS SERICEA RED-OSIER DOGHOOD 6' O.C. 33 4' CUTTING 1/2" DIA. MIN., BARK INTACT SALIX SITCHENSIS SITKA HILLOH 6' O.C. 33 4' CUTTING 1/2" DIA. MIN., BARK INTACT ,, • SPECIFICATIONS ~ 1~ I. ALL PLANTS SHALL BE HAND-HATERED OR HATERED VIA A TEMPORARY IRRIGATION SYSTEM. HATERING SHOULD OCCUR THICE-HEEKL Y JUNE lr Ji s:: 15-0CTOBER 31 THE FIRST YEAR AFTER PLANTING AND ONCE HEEKL Y JULY I-OCTOBER I THE SECOND YEAR AFTER PLANTING. FLOH SHOULD u t OCCUR AT A RATE OF 1/2" OF HATER DURING EACH HATERING EVENT, ENSURING COMPLETE SATURATION OF THE ROOT ZONE. ...J 2 ....l ' 2. MAINTENANCE SHALL BE IMPLEMENTED ON A REGULAR BASIS ACCORDING TO THE SCHEDULE BELOH. rn" 1 " ' -' ANNUAL MAINTENANCE SCHEDULE .s ~ u • J I A 0 ~ MAINTENANCE ITEM J F M A M J s 0 N D ~ ~ I <( °' ' HEED CONTROL I I I I I I I I I ~ ~ I .~ i ,,i GENERAL MAINT. I I I I I I I I I I I I 0 ; I "' I ' C § ~ I HATERING -YEAR I 4 8 8 8 4 'T HATERING -YEAR 2 I " 4 4 4 E , " -, ., -' I <( ' " 1-8 = NUMBER OF TIMES TASK SHALL BE PERFORMED PER MONTH. -~ Denis Law Mayor February 9, 2016 Dimitu and Adriana Roman 2120 Jones Ave NW Renton,WA 98056 Community & Economic Development Department C.E. 'Chip"Vincent, Administrator Subject: Receipt of 1'' Annual Monitoring Report Roman Short Plat Wetland/Stream Mitigation City of Renton File LUAB-000795 Dear Romans: This letter is to inform you I received the 1" Annual maintenance and monitoring report for the Roman Short Plat mitigation project on January 25, 2016. It appears the maintenance and monitoring project is in compliance. As a reminder, if at any time in the next four years the mitigation project does not meet the established performance standards, the monitoring period will be put on hold until compliance is achieved. Subsequently, the monitoring timeframe will be restarted and you will once again be required to provide quarterly reports for the first year and annual reports thereafter (for a minimum of five years). Please note the 2nd Annual monitoring report should include a follow up statement on recommended actions on page 4 in the "6.0 Maintenance History & Recommendations." I look forward to receiving the 2nd Annual report. Three print copies and an electronic copy of the report are due to the City by January 27, 2017. If you have any questions, I can be reached at {425) 430-6593. Sincerely, Kris Sorensen, Associate Planner Current Planning Section, Planning Division cc: City of Renton File No. LUAB-00725 Simone Oliver, Altmann Oliver Associates, LLC -via email Renton City Hall , 1055 South Grady Way • Renton, Washington 98057 • rentonwa.gov Denis Law. Mayor November 17, 2015 . Dimitu and Adriana Roman 2120 Jones Ave NW Renton, WA 98056 Community & Economic Development Department C.E. "Chi p"Vincent, Administrator Subject: Receipt of Third Quarterly Mo_nitoring Report Roman Short Plat Wetland/Stream Mitigation· City of Renton File LUAB-000795. Dear Romans: This letter is to inform you that on November 4, 2015, the City received the third quarterly · monitoring report for the Rom.an Short Plat mitigation project. Each monitoring report should · be a stand'alon.e document. In addition to the current monitoring results and geneial site · · conditions, each nionitoring report should include sufficient informati6n (monitoring methodology; vicinity map; site map(s) with locations of the mitigation. area, monitoring plots, · photo points, etc.) to allow other biologists to perform the monitoring, and for the City to verify the monitoring. This inforiiiation will ensure accurate continuation of monitoring in .the event of staff turnover in the current applicant's biologist's.firm or if the applicant chooses to change · consulting firms. · · · Thank you for also. including dates and descriptions of maintenance activiti~s and information . on activities during the monitoring period such as weeding, watering,.and placihg··mulch. Please follow the recommendations of Subsection 6.0 of the report in the next few months to ensure continued success of the mitigation areas. These recommendations include adding replacement plants, mulching newly added plants, and removing garbage and invasive plants. The project appears to be meeting performance standards, Three copies of the fourth quarterly monitoring repo(t are due to the City by January 28, 2016. If you have any questions, I can be reached at (425) 430-6593. Sincerely, Kris Sorensen, Associate Planner Current Planning Section, Planning Division cc: City of Renton File No. LUAB-00725 Simone Oliver, Altmann Oliver Associates, LLC -via email Renton City Hall • 1055 South Grady Way • Renton, Washington 98057 • rentonwa.gov 1-<ECEIVED NOV O 4 20'15 OF p•· l~Oi\l AOA Altmann 01~@1i~sociates, LLC PO !\ox !'i7H Carna1io11. WA ~18014 October 30, 2015 Kris Sorensen, Associate Planner Community and Economic Development Renton City Hall -6th Floor 1055 South Grady Way Renton WA 98057 Fa, (42!\l 1:J'l-400\l Environmental Planning & Landscape Architecture AOA-4115 REFERENCE: Roman Short Plat -Renton, WA -LUA13-00795 SUBJECT: Third Quarter Monitoring Report Dear Kris: This report documents the conditions for the Roman Short Plat buffer enhancement area following the third quarter after implementation of the mitigation plan and sign-off from the City, which occurred on 1/9/15. Information in this report is provided per the: conditions of our approved drawings and report (Buffer Averaging and Mitigation Plan - Figures 1-4 dated 9-4-14), The baseline monitoring report was submitted to you on 1/9/15. The first quarter monitoring report was submitted to you on 4/30/15 and approved on 5/27/15. The second quarterly monitoring report was submitted to you on 8/7 /15 and approved on 8/7 /15. 1.0 PROJECT SUMMARY The project is a 2-Jot short plat adjacent Kennydale Creek (Class 3 stream) and Wetland A (Category Ill wetland). Per the approved plan, 4667 sf of buffer was reduced and replaced with 18,232 sf of buffer along with enhancement of the reduced buffer in total of 5606 sf. 2.0 PLAN MODIFICATIONS The project was planted in December of 2014 essentially per plan, We reviewed the project during and after implementation. A few additional dogwood cuttings were added as replacement for a few less red currant. The attached as-built reflects totals of installed plant material along with vegetation sampling transects and photo-points to be utilized during the 5-year performance monitoring period. 3.0 VEGETATION SAMPLING TRANSECT DATA Two permanent 50' Jong vegetation sampling transects were established during the 12/12/14 baseline monitoring assessment and reassessed during our 10/23/15 third quarter monitoring review. Woody vegetation is evaluated through use of the point-intercept Kris Sorensen October 30, 2015 Page 2 of 5 sampling methodology within each of these sampling locations. Herbaceous cover will be visually estimated. Following is the transect data from the baseline assessment compared to the first three quarterly reviews. 2.1 DATA AT FIRST QUARTER Transect# %Woody %Woody %Woody %Woody % Herb. % % Cover at Cover at 1" Cover at Cover at Cover Survival Noxious Baseline Qtr-Yr 1 2nd Qtr-3"' Qtr-Weed Yrl Yrl Cover 1 14.3 16.0 16.8 18.5 90.0 88.5 0.00 2 15.8 19.2 22.0 24.7 90.0 92.1 0.00 Averal!e 15.05 17.6 19.4 21.6 90.0 90.3 0.00 Required at 15.0 20.0 20 20 NA 100.0 Yearl 4.0 PERFORMANCE STANDARDS The monitoring program will be conducted for a period of five years, with quarterly reports submitted during the first year and annual reports for Years 2 through 5. Based on the relatively small size of the enhancement area, the entire area is being reviewed for survival while cover will be assessed through the transects (see Section 3 above). The primary goal of the enhancement plan is to increase the value of the buffer over current conditions. To meet this goal, the following objectives and performance standards were incorporated into the plan: 4.1 Objective A Increase the structural and plant species diversity within the enhancement area. 4.1A Performance Standard A Following every monitoring event for a period of at least 5 years. the enhancement area will contain at least 7 native plant species. In addition. there will be 100% survival of all woody planted species throughout the enhancement area at the end of the first year of planting. Following Year I. success will be based on an 80% survival rate or areal cover of planted or recolonized native species of 15% at construction approval. 20% after Year 1. 30% after Year 2. 40% after Year 3. 50% after Year 4 and 60% after Year 5. 4.1 B Status of Performance Standard A at 3"' Quarter Eight woody species were installed within the mitigation planting areas and present at the 3,d quarterly review. Woody plant coverage averaged 21.6% between the two transects, already exceeding the minimum of 20% coverage requirement at Year 1 therefore this standard is currently being met. We conducted a dead plant count and found the following died: 4 Douglas fir, 1 western red cedar, 10 shrubs and 63 cuttings. These plants will be replaced over the course of the next few months to ensure survival is at 100% at submittal of the Year 1 report in January 2016. 4.2 Objective B Limit the amount of invasive and exotic species within the enhancement area. <10 Kris Sorensen October 30, 2015 Page 3 of 5 ,' 4.2A Performance Standard B After construction and following every monitoring event for a period of at least five years. exotic and invasive plant species will be maintained at levels below 70% total cover in all planted areas. These species include, but are not limited to, Himalayan and evergreen blackberry. reed canarygrass, morning glory, Japanese knotweed, English ivy, thistle, and creeping nightshade. 4.28 Status of Performance Standard Bat 3rc1 Quarter At 3 rd quarter, there was only a trace of Himalayan blackberry. bindweed and reed canarygrass. therefore this standard is currently being met. 5.0 PHOTOS FROM ESTABLISHED PHOTO-POINT LOCATIONS During the baseline monitoring event three photo-points were established . The photos. whose locations are depicted on the attached as -built plan, will continue to be taken throughout the remaining monitoring period to document the general appearance and progress in plant community establishment . Review of the photos over time provides a semi-quantitative representation of success of the planting plan. Following are the photos taken during the third quarter review. Photo-point 1. View looking SE on 10/23/15 Photo-point 2. View looking NW on 10/23/15 Kris Sorensen October 30. 2015 Page 4 of 5 Photo-point 3. View looking north to NE on 10/23/15 6.0 MAINTENANCE HISTORY & RECOMMENDATIONS The following maintenance work was completed during the third quarter: 1. In August. September and October -removed twice monthly the invasive weeds 2. August through October 15th watered all the new plants as needed The following items need to be completed during the ongoing maintenance visits in the fourth quarter to ensure continued success of the mitigation areas. 1. Plant 5 western red cedar (2 gallon) as replacement for the Douglas fir and cedar that died. Install at same locations as dead material. 2. Plant 10 black twinberry (1 gallon) where shrubs died. If dead plant is still present. install new plant adjacent to it, but not in the same hole. If dead plant is not present. plant in the same hole. 3. Plant 63 Scouter willow cuttings (4'xl/2" diameter, all branches removed, install to depth of 18" minimum) at 2' o.c. where cuttings are located along stream. Do not remove dead cuttings in case of regrowth at the base. 4. Mulch all new plantings (except cuttings) and stake cedar if leaning with a single bamboo stake. 5 . Remove all invasive/non-native vegetation through hand-grubbing. Cut back encroaching blackberry along non-enhanced areas adjacent to the mitigation planting area. 6. Remove any garbage and other non-organic debris from the site. 7.0 SUMMARY & MONITORING SCHEDULE Overall, the site is performing well and meeting performance standards. With proper on- going maintenance the site should establish successfully . The next long-term monitoring event is scheduled for January for the Year 1 review followed by submittal of t he Year 1 report. After Year 1. monitoring and reporting will then continue annually with reports submitted to the City annually through at Year 5 (January 2020). Should you have any questions. please call me at (425) 333-4535 or email me at simone@altoliver.com . Kris Sorensen October 30, 2015 Page 5 of 5 Sincerely, ALTMANN OLIVER ASSOCIATES, LLC Simone Oliver Landscape Architect Attachments -Figures 1-3. As-built Wetland Mitigation Plan cc: Ariana and Dimitru Roman -via email l I I l/~ \ I \ i - [81 j 1'1" ~ 11~ ~ I --- ORDINARY HIGH HATER OF KENNYDALE CREEK CLASS 3 STREAM 15' BUFFER 111 I I / .,a ,_/ '" ,;' ,s / ' 0 ~I I 15' I BSBL I : L(j)T 1 I I ( I / I\ I J I !']I i? . I ,, \ . "' 1' : " ;• / I -~ )--- I , // I ell,,. ,, I 9 ~~ .· '/! / E3rn \ \. ,, I • ' r ~ , . -0'· ,,, ~ .._ s· e . ijJ~ .. 0 ~Qs / \ ~ .. I \ U~'d \/ '-'/ .---. \ \ I ... ~j · -~-:'."-. · .. · \. I O \ I rm.:'-··.·-. ··,-. ··""---'\. . ., \ 22· 1 ! . , .--.. I ' HETLAND A. . \· · · \ (s)s' \ W/,,. CATEGORY Ill .~ .. ~·( . \ '' 9 \ //' 25' BUFFER . . . ·. ~ .. (2)8' OS \ //I' ' ' . / \ ,s "'~ '""' . ' . . '" et ~ \ ~" \ \ '--- '° "'~)\ \ \, TRACT A I Q~· · .. l \(CRITICAL AREA\ 2er.\ \ TRACT) I 25' 1 ' ' \ \ \ I " . - L ' -'-!---".a...:--~.:'----::1-'.:..~ ~ --· I 0"' ..,,,.s~, ( \ ' "~ ", I ,,-\ /2, ---·-·' ~ .... l;\', ,f ~:., _.,,,,,·(~" ~ .. 1--~ .. -•. / -·~· '-i '\ I , . . . ® -·. ( 1. 'w '' '8 . ' ' ' 16" .,.,.,... ., · '/ • (2)8 · ,12 · • ' " ../ ' ' . I . . . . O)S' I " / . . / ( '·'E L' AN B/ ··~ ~. . . , ./ ,o, .. n T D .C . a ef g"""'- " 1 • · · ' . r 22· : \C:_ATEGORY Ill w· "°" s®' ./ . . t :' '· . 25' BUFFER \ I" l . . . " .. ,. I ~ ~ ~5·: . I " . 10" , I'"'· . · ,;o / ~w I ® 12 1S :J'S'··... c:19 I / 12~,. ii I ~ 0 I 1 /~,. I 9,1 1 : i / ~ . I 9,.· / , / 1 ·1 1 , ~,s,~ ~ --Cl/ . \ : . \ \ ,,. .I ' \ I --~ __ ~ _ -~--" _ s,o·z,·c,"'.'.. -~-;;l-'°. ____ l.2ec?0 ~--1 I I /'ffi" "', I ~ \ ~ ~ > / " r-----------, I I / " ', I ;; / / \ 'i, I "' u PLAN LEGEND 13 Lf\ --------PROPERTY LINE [;:;:f= -···-· .. -···-ORDINARY HIGH HATER OF KENNYDALE CREEK I__. · . , . · . · . I EXISTING HETLAND --------STANDARD HETLAND/STREAM BUFFER --------AVERAGED STREAM BUFFER -0-------0----0 SPLIT-RAIL FENCE HITH NGPA SIGNS IMPACT LEGEND "'""'""" • .;i MITIGATION LEGEND ~ BUFFER REPLACEMENT I/ $////,2'.//zj BUFFER ENHANCEMENT GRAPHIC SCALE (IN FEET) r-1 { i 0 25 50 15 100 SCALE, 1,50 NOTES , l'.:>0 4,661 SF 18,232 SF 5,606 SF N I. SURVEY 4 SITE PLAN PROVIDED BY ENCOMPASS, 165 NE JUNIPER STREET, SUITE 201, ISSAQUAH, HA Cf8021, (425) 3Cf2-0250. Ci w lf1 f--I C) v " ~ :jz~o; 22 C) ~ \J) ~ ~ ~ " \)) "' <( " C) '" z <( _J Q_ z C) f- <( \[) f- := "' \[) z \[) <( lf1 IL v w i-> C) <( 9 IL I'() w <( LL :::, LL _j :::, -Z (D f-C) f-<( f- _J _J \[) -D-z :::, - (D f-I ' IL \fl \)) C) <( <( II " \)) --z w z C) IL <( f-:::o:,:: z \[) C) w U::: IL IL ...::c::11-~ 0 .~, ___...-4 -~ j § ~11'1"'-..J u ~ _J ' ' < -' vi" l (I) ~ ~ J ·o ~ 0 ' ~ i .,: . ~ "' -;, . ~ i C: C: " E ' ~ f ! '° ~ ' ~ 0 ' 0 ' ~ ' ITT ~ µ I t; r _ PP-I j__h1_______ ~ 1 __ -------------v-,----1 1 ; PLAN LEGEND f~j: / I I JI -------PROPERTY LINE '- , I ~,,, ' / 1 ' -· .. -···-···-KENNYDALE CREEK \I ~ \ //' // ~ --_,,,-J_ ~ //i I I --------STANDARD HETLAND/STREAM BUFFER I I I I I :I /// --------PROPOSED AVERAGED STREAM BUFFER / / :I ~ SPLIT-RAIL FENCE HITH NGPA SIGNS ~! ~ \I PP-# PHOTO POINT LOCATION 1---------1 TRANSECT LOCATION PLANTING AREA A PLANTING AREA B . ' ;W;~ I _-J~ . j_j ' :/ ~ . Pf?-2/ Q / : ""'-=====~C'.==== ·.;,, __ r I \ \ e ... C'..: -.: .C'. '-.'--.: ·.. &,-~~.:.--""~ ,/ \\ ! K2~~~~;~~=2~;~ r·~> _ _::_ ,-····-. :_ \ I I --L ---~ -. --.. II PLANTI~ AREA B .: :: / c_.: :: C'. =~~! \ ------. !ls"" , -' . --s\<Cf ' -· ~ --·-- ~ .. \ =;e~=~=~=~=~ ~ \ --\.'. -_\ ; \\ ::2::2i======~ \ \ ___ '\c __ - \ @ \ '-:: -:: '-::\ C'. :: -:.. -::1. I TRANSECT 2 -50' :: :: :: :: :: :: i = ~- \ , 2 2 2 2 2 2 2 2 ~= '-:: :: ~ ~'. · , ,,, :: ":: '-:: -:: .: :: ~"':: '-:: '-~-, e'--. ..:.-. " -----"'-C --"' .9 / 'I /, ------:-....: --_:_ ---~--:.... -:_: ~--. ..-. --. " --_:-_-_:-_-__ "----. I EE1 \ ii ~ " ' ' ' ' > I ' I I ' I -, /,I ~ \~/ \ ", II \ \ /1\ I --..--.. \ ------- I \t ~:::--~~--, ' --\ , , I . \ " -. PP-3 ,-"~~~~~~ =;; ;; - ........... -...:.:..:_-__ ' \ I 11 , r 0 GRAPHIC SCALE (IN FEET) 10 20 ~ II 30 40 SCALE, 1,20 NOTES , bO N ,,, / 1 \:is \ ' ~ \ ',,:, ' \ s ' '2s " I I. SURVEY a SITE PLAN PROVIDED BY ENCOMPASS, 165 NE JUNIPER STREET, SUITE 201, ISSAQUAH, HA <18021, (425) 3'12-0250. ,.,, . --~ I, ii" z <( .J 0. \/) z i== Ll) z" <( r-- .J C) 0. C) I D'. I'[) w-LL <( LL ::::, ::::, .J [D i-: ~ f--<( f-- .J .J \/) =i 0. z m f--I I [l'. \)) \)) C) <( <(II ~ lfl z· w z C) Cl'. <( f--::::, ::[ z \/) C) w u::: Cl'. Cl'. a < i'& o r~ < ],!] u .J .J ,,; .i u 0 ~ ~ -< ~ <1) ' > I ~ l C: 0 "' E ; ~ f .. " ~ I ~ 0 I 0 I "' .,, I ~ ~ ' ) . e-, u ('{) INSTALLED PLANT LIST (AREA A) ~II', o-"--'" -('{) 0. st - TREES D"---' SIZE (MIN.) w II', SCIENTIFIC NAME COMMON NAME DENSITY OTY NOTES f---' AGER MAGROPHYLLUM 616 LEAF MAPLE '1' O.G. C{ 2 SAL. SINGLE TRUNK, NELL BRANCHED () "Q ~() Ol z r,::J () ~ PSEUDOTSU6A MENZIESII DOUGLAS FIR '1' O.G. 10 2 SAL. FULL 4 BUSHY ~ U) E-< l :> < -'" Cl.fl "'<( Q ()"' THUJA PLIGA TA NESTERN RED CEDAR <1' O.G. C{ 2 SAL. FULL 4 BUSHY SHRUBS SCIENTIFIC NAME COMMON NAME DENSITY OTY SIZE (MIN.) NOTES I.fl RIBES SAN6UINEUM RED CURRANT 6' 0.G. 2 I GAL. MUL Tl-GANE (3 MIN) z () ROSA NUTKANA NOOTKA ROSE 6' O.G. 28 I SAL. MUL Tl-GANE (3 MIN.) f--- <( SYMPHORIGARPOS ALBUS SNONBERRY 6' O.G. 22 I SAL. MUL Tl-GANE (3 MIN.) \.) IL CUTTINGS \.) w SCIENTIFIC NAME COMMON NAME DENSITY QTY SIZE (MIN) NOTES (l_ \JI GORNUS SERIGEA RED-OSIER D06NOOD 6' O.G. 1'1 4' GUTTING 1/2" DIA. MIN., BARK INTACT .,, SALIX SITGHENSIS SITKA NILLON 6' O.G. 1'1 4' GUTTING 1/2" DIA. MIN., BARK INTACT w __J =, II', D " INSTALLED PLANT LIST (AREA B) w r- I () \.) () \JI I TREES f---If) SCIENTIFIC NAME COMMON NAME DENSITY QTY SIZE (MIN.) NOTES z <( <( =, __J __J THUJA PLIGA TA NESTERN RED CEDAR '1' O.G. 3 2 GAL. FULL 4 BUSHY (l_ -z SHRUBS f---f---() __J <( f--- -__J \)) SCIENTIFIC NAME COMMON NAME DENSITY QTY SIZE (MIN.) NOTES =, (l_ z Ill - RIBES SANGUINEUM RED CURRANT 6' O.G. 12 I GAL. MUL Tl-GANE (3 MIN.) I f---I \JI [)" I.fl ROSA NUTKANA NOOTKA ROSE 6' O.G. 3'1 I GAL. MUL Tl-GANE (3 MIN.) <( () <( .. ~ :s: SYMPHORIGARPOS ALBUS SNONBERRY 6' O.G. 43 I GAL. MUL Tl-GANE (3 MIN.) If) • wzZ CUTTINGS [)" <( () =, :I: f--- SCIENTIFIC NAME COMMON NAME DENSITY QTY SIZE (MIN) NOTES \[) () ill IL [)" [)" CORNUS SERIGEA RED-OSIER D06NOOD 6' O.G. 33 4' GUTTING 1/2" DIA. MIN., BARK INTACT SALIX SITGHENSIS SITKA NILLOH 6' O.G. 33 4' GUTTING 1/2" DIA. MIN., BARK INTACT ' SPECIFICATIONS ~ 3 I~ ~ ALL PLANTS SHALL BE HAND-NATERED OR HATERED VIA A TEMPORARY IRRIGATION SYSTEM. NATERING SHOULD OCCUR TNIGE-HEEKL Y JUNE ,rU I. 8~3! 15-0GTOBER 31 THE FIRST YEAR AFTER PLANTING AND ONGE NEEKL Y JULY I-OCTOBER I THE SECOND YEAR AFTER PLANTING. FLOH SHOULD u ! OCCUR AT A RATE OF 1/2" OF NATER DURING EACH HATERIN6 EVENT, ENSURING COMPLETE SATURATION OF THE ROOT ZONE. -l 1 -l " 2. MAINTENANCE SHALL BE IMPLEMENTED ON A REGULAR BASIS ACCORDING TO THE SCHEDULE BELON. "' i ~ . " ' ANNUAL MAINTENANCE SCHEDULE --,;; -~ ~ u ;; 0 !, MAINTENANCE ITEM J F M A M J J A s 0 N D fJ'J • ~ ' <r: . "' • NEED CONTROL I I I I I I I I I ~ " " ' .n GENERAL MAINT. I I I I I I I I I I .2: !! I I I 0 ~ "' " I 0 NA TERI NG -YEAR I 4 8 8 8 4 I C " 0 "' ' NATERIN6 -YEAR 2 4 4 4 E ~ "' -. -< -' I <C ~ ~ 1-8 = NUMBER OF TIMES TASK SHALL BE PERFORMED PER MONTH. ~ Denis Law Mayor • • August 7, 2015 Community & Economic Development Department C.E. "Chip"Vincent, Administrator Dimitu and Adriana Roman 2120 Jones Ave NW Renton,WA 98056 Subject: Dear Romans: Receipt of Second Quarterly Monitoring Report Roman Short Plat Wetland/Stream Mitigation City of Renton File LUA13·000795 This letter is to inform you that on August 7, 2015, the City received the second quarterly monitoring report for the Roman Short Plat mitigation project. Each monitoring report should be a stand-alone document. In addition to the current monitoring results and general site .conditions, each monitoring report should include sufficient information (monitoring methodology; vicinity map; site map(s) with locations of the mitigation area, monitoring plots, photopoints, etc.) to allow other biologists to perform the monitoring, and for the City to verify the monitoring. This information will ensure accurate continuation of mo·nitoring in the event of staff turnover in the current applicant's biologist's firm or if the applicant chooses to change consulting firms. Thank you for including dates and description of maintenance activities and information on activities such as weeding, watering, and placing mulch. Please follow the recommendations of Subsection 6.0 of the report in the next few months to ensure continued success of the mitigation areas. These recommendations include watering, removal of garbage and invasive plants, and replacement of dead plants in the fall. The project appears to be meeting performance standards. Three copies of the third quarterly monitoring report are due to the City by October 28, 2015. If you have any questions, I can be reached at (425) 430-6593. Sincerely, ~~ '-... Kris Sorensen, Associate Planner Current Planning Section, Planning Division cc: City of Renton File No. LUA13·00725 Simone Oliver, Altmann Oliver Associates, LLC -via email Renton City Hall , 1055 South Grady Way • Renton, Washington 98057 • rentonwa.gov f (~&1-S£ Cl J f ~ f/(e LUil 13 ~oo:,cis. "(2_0\fv..[.1V1 5kov-f p(,:,.( '' 11/A·~ ~ '1 cM 1 ~!11,5)• p,,,, °I D111 I )(b7q '3 ·--- Altmann Oliver Associates, LLC C .. arnalion, WA 98014 August 7, 2015 RECEIVED AUG 1 2 20i5 CITY OF Rri:NTON PLANNING DIVISION Kris Sorensen, Associate Planner Community and Economic Development Renton City Hall -6th Floor 1055 South Grady Way Renton WA 98057 REFERENCE: Roman Short Plat -Renton, WA-LUAB-00795 SUBJECT: Second Quarter Monitoring Report Dear Jennifer: AOA Environmental Planning & Landscape Architecture AOA-4115 This report documents the conditions for the Roman Short Plat buffer enhancement area following the second quarter after implementation of the mitigation plan and sign-off from the City, which occurred on 1/9/15. Information in this report is provided per the; conditions of our approved drawings and report (Buffer Averaging and Mitigation Plan - Figures 1-4 dated 9-4-14). The baseline monitoring report was submitted to you on 1/9/15. The first quarter monitoring report was submitted to you on 4/30/15 and approved on 5/27/15. 1.0 PROJECT SUMMARY The project is a 2-lot short plat adjacent Kennydale Creek (Class 3 stream) and Wetland A (Category Ill wetland). Per the approved plan, 4667 sf of buffer was reduced and replaced with 18,232 sf of buffer along with enhancement of the reduced buffer in total of 5606 sf. 2.0 PLAN MODIFICATIONS The project was planted in December of 2014 essentially per plan. We reviewed the project during and after implementation. A few additional dogwood cuttings were added as replacement for a few less red currant. The attached as-built reflects totals of installed plant material along with vegetation sampling transects and photo-points to be utilized during the 5-year performance monitoring period. 3.0 VEGETATION SAMPLING TRANSECT DATA Two permanent 50' long vegetation sampling transects were established during the 12/12/14 baseline monitoring assessment and reassessed during our 7/21/15 second quarter monitoring review. Woody vegetation is evaluated through use of the point-intercept sampling methodology within each of these sampling locations. Herbaceous cover will Kris Sorensen August 7, 2015 Page 2 of 5 be visually estimated. Following is the transect data from the baseline assessment compared to the first two quarterly reviews. 21 DATA AT FIRST QUARTER Transect# %Woody %Woody %Woody % % % Noxious Cover at Cover at 1" Cover at Herbaceous Survival Weed Baseline Qtr-Yr 1 2nc1 Qtr-Cover Cover Yrl 1 14.3 16.0 16.8 90.0 88.5 trace 2 15.8 19.2 22.0 90.0 92.1 0.00 AveraJ;!e 15.05 17.6 19.4 90.0 90.3 0.00 Required at 15.0 20.0 20 NA 100.0 <10 Year 1 4.0 PERFORMANCE STANDARDS The monitoring program will be conducted for a period of five years, with quarterly reports submitted during the first year and annual reports for Years 2 through 5. Based on the relatively small size of the enhancement area, the entire area is being reviewed for survival while cover will be assessed through the transects (see Section 3 above). The primary goal of the enhancement plan is to increase the value of the buffer over current conditions. To meet this goal, the following objectives and performance standards were incorporated into the plan: 4.1 Objective A Increase the structural and plant species diversity within the enhancement area. 4.1A Performance Standard A Following every monitoring event for a period of at least 5 years, the enhancement area will contain at least 7 native plant species. In addition, there will be 100% survival of all woody planted species throughout the enhancement area at the end of the first year of planting. Following Year l, success will be based on an 80% survival rate or areal cover of planted or recolonized native species of 15% at construction approval. 20% after Year l, 30% after Year 2, 40% after Year 3, 50% after Year 4 and 60% after Year 5. 4. 1 B Status of Performance Standard A at 2°d Quarter Eight woody species were installed within the mitigation planting areas. Woody plant coverage averaged 19.4% between the two transects at 2°d quarter of Year 1, well on its way to meeting the 20% coverage requirement at Year 1 therefore this standard is currently being met. 4.2 Objective B Limit the amount of invasive and exotic species within the enhancement area. 4.2A Performance Standard B After construction and following every monitoring event for a period of at least five years, exotic and invasive plant species will be maintained at levels below 10% total cover in all planted areas. These species include, but are not limited to. Himalayan and Kris Sorensen August 7. 2015 Page 3 of 5 evergreen blackberry. reed canarygrass. morning glory. Japanese knotweed. English ivy. thistle. and creeping nightshade. 4.28 Status of Performance Standard B at 2nc1 Quarter At 2 nd quarter. there was only a trace of Himalayan blackberry. bindweed and reed canarygrass. therefore this standard is currently being met. 5.0 PHOTOS FROM EST AB LISH ED PHOTO-POINT LOCATIONS During the baseline monitoring event three photo-points were established. The photos. whose locations are depicted on the attached as-built plan. will continue to be taken throughout the remaining monitoring period to document the general appearance and progress in plant community establishment. Review of the photos over time provides a semi-quantitative representation of success of the planting plan. Following are the photos taken during the second quarter review. Photo-point 1. View looking SE on 7 /21/15 Photo-point 2. View looking NW on 7 /21/15 Kris Sorensen August 7, 2015 Page 4 of 5 Photo-point 3. View looking north to NE on 7/21/15 6.0 MAINTENANCE HISTORY & RECOMMENDATIONS The following maintenance work was completed during the seco nd quarter: 1. In May June and July -removed twice monthly the invasive weeds 2. May through June 15th watered all the new plants once a week 3. June 15th through present -water all plants twice weekly 4. Added mulch around all plants at the end of June. The following items need to be completed during the ongoing maintenance visits in the third quarter to ensure continued success of the mitigation areas. 1. Remove all invasive/non-native vegetation through hand-grubbing. Cut back encroaching blackberry along non-enhanced areas adjacent to the mitigation planting area. 2. Remove any garbage and other non-organic debris from the site. 3. Continue hand-watering 1 to 2-times weekly through the end of the dry season. 4. In the fall of 2015 all dead plants will be replaced with the same species or an approved substitute species that meets the goal of the enhancement plan. Plant material shall meet the same specifications as originally-installed material. Replanting will not occur until after reason for failure has been identified (e.g., moisture regime, poor plant stock, disease, shade/sun conditions, wildlife damage, etc.). Replanting shall be completed under the direction of the AOA. Hold on replacing plant material until the end of this growing season to replace all plants at one time. It was noted during this rev iew that the cedars all are experiencing top die back and will likely need replacement in the fall. 7.0 SUMMARY & MONITORING SCHEDULE Overall , the site is performing well and meeting performance standards. With proper on- going maintenance the site should establish successfully. The next long-term monitoring event is scheduled for October for the third quarterly review followed by submittal of the third quarterly report. At that time, we will conduct the plant mortality assessment to determine if any additional plantings will need to be installed prior to submittal of the Year 1 report to the City. After Year 1. monitoring and reporting will then continue annually with reports submitted to the City annually through at Year 5 (January 2020). Kris Sorensen August 7. 2015 Page 5 of 5 Should you have any questions, please call me at (425) 333-4535 or email me at simone@altoliver.com . Sincerely, ALTMANN OLIVER ASSOCIATES. LLC Simone Oliver Landscape Architect Attachments -Figures 1-3. As-built Wetland Mitigation Plan cc: Ariana and Dimitru Roman -via email I I I J I ... 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I- I J / ( I Q. _J [)__ •. E-u rn INSTALLED PLANT LIST (AREA A) :c; u, 0-"-'" -rn 0." TREES ~ Dr------ SIZE (MIN.) w ll) SCIENTIFIC NAME COMMON NAME DENSITY QTY NOTES f----' ACER MACROPHYLLUM BIG LEAF MAPLE ct' O.C. 2 GAL. SINGLE TRUNK, HELL BRANCHED C) IY" ct ~ ., z .,JC)~ PSEUDOTSUGA MENZIESII DOUGLAS FIR ct' O.C. 10 2 GAL. FULL 4 BUSHY ;:: C) :i I.fl E-I :,. f;i < <:-w Q I.fl Q C)'" THUJA PLICA TA HESTERN RED CEDAR ct' O.C. ct 2 GAL. FULL 4 BUSHY SHRUBS SCIENTIFIC NAME COMMON NAME DENSITY QTY SIZE (MIN.) NOTES I.fl RIBES SANGUINEUM RED CURRANT 6' O.C. 2 I GAL. MUL Tl-CANE (3 MIN.) z C) ROSA NUTKANA NOOTKA ROSE 6' O.C. 28 I GAL. MUL Tl-CANE (3 MIN.) f----< SYMPHORICARPOS ALBUS SNOHBERRY 6' O.C. 22 I GAL. MUL Tl-CANE (3 MIN.) 0 lL CUTTINGS 0 SCIENTIFIC NAME COMMON NAME DENSITY QTY SIZE (MIN.) NOTES w Q_ CORNUS SERICEA RED-OSIER DOGHOOD 6' O.C. let 4' CUTTING 1/2" DIA. MIN., BARK INTACT I.fl "' SALIX SITCHENSIS SITKA HILLOH 6' O.C. I ct 4' CUTTING 1/2" DIA. MIN., BARK INTACT w _j ::, u, D IY INSTALLED PLANT LIST (AREA B) w i-I C) 0 C) I.fl I TREES f----I'(') SCIENTIFIC NAME COMMON NAME DENSITY QTY SIZE (MIN.) NOTES Z<{ < :::, THUJA PLICATA HESTERN RED CEDAR ct' O.C. 3 2 GAL. FULL 4 BUSHY _j _j Q_ .z SHRUBS f----f----C) _j < f---- -_J \)) SCIENTIFIC NAME COMMON NAME DENSITY QTY SIZE (MIN.) NOTES ::, Q_ z ID f----- RIBES SANGUINEUM RED CURRANT 6' O.C. 12 I GAL. MUL Tl-CANE (3 MIN.) Ji Q' J\ ROSA NUTKANA NOOTKA ROSE 6' O.C. 3ct I GAL. MUL Tl-CANE (3 MIN.) < CJ< . J\ ::: SYMPHORICARPOS ALBUS SNOHBERRY 6' O.C. 43 I GAL. MUL Tl-CANE (3 MIN.) {'() . wz= CUTTINGS [i<{C) :::, :,:: f---- SCIENTIFIC NAME COMMON NAME DENSITY QTY SIZE (MIN.) NOTES '.!) C) iii lL Q' [L CORNUS SERICEA RED-OSIER DOGHOOD 6' O.C. 33 4' CUTTING 1/2" DIA. MIN., BARK INTACT SALIX SITCHENSIS SITKA HILLOH 6' O.C. 33 4' CUTTING 1/2" DIA. MIN., BARK INTACT . SPECIFICATIONS d ~ jjf I. ALL PLANTS SHALL BE HAND-HATERED OR HATERED VIA A TEMPORARY IRRIGATION SYSTEM. HATERING SHOULD OCCUR THICE-HEEKL Y JUNE <e:: 15-0CTOBER 31 THE FIRST YEAR AFTER PLANTING AND ONCE HEEKL Y JULY I-OCTOBER I THE SECOND YEAR AFTER PLANTING. FLOH SHOULD u ! OCCUR AT A RATE OF 1/2" OF HATER DURING EACH HATERING EVENT, ENSURING COMPLETE SATURATION OF THE ROOT ZONE. ....l 1 ....l ' 2. MAINTENANCE SHALL BE IMPLEMENTED ON A REGULAR BASIS ACCORDING TO THE SCHEDULE BELOH. vi" E OJ ' ANNUAL MAINTENANCE SCHEDULE .~ ~ J I J Al u ' MAINTENANCE ITEM J F M A M s N 0 ~ 0 D "' ' "' ' I I -< -~ ' HEED CONTROL I I I I I I I I I ~ ~ "' ' " GENERAL MAINT. I I I I I I I I I I I I I I .::: ; I -'-'· o: ~ 418181814 I 0 HA TERI NG -YEAR I " l I I I I 4 I 4 I 4 § ·~ T HA TERI NG -YEAR 2 E , 0 -, .., -' ' <r: ~ " -1-8 = NUMBER OF TIMES TASK SHALL BE PERFORMED PER MONTH. ; Denis Law Mayor May 27, 2015 Dimitu and Adriana Roman 2120 Jones Ave NW Renton, WA 98056 Community & Economic Development Department C.E. "Chip"Vincent, Administrator Subject: Receipt of First Quarterly Monitoring Report Roman Short Plat Wetland/Stream Mitigation City of Renton File LUAB-00795 Dear Romans: . This letter is to inform.you that on April 30, 2015, the City received ·the first quarterly monitoring report for the Roman Short Plat mitigation project. Each monitoring report should be a stand- alone document. In addition to the current monitoring results and general site .conditions, each monitoring report should include sufficient information (monitoring methodology; vicinity map; . site map(s) with locations of the mitigation area, monitoring plots, photo points, etc.) to allow other biologists to perform the monitoring, and for the City to verify the monitoring. This information will ensure accurate continuation of monitoring in the event of staff turnover in the current applicant's biologist's firm or if the applicant chooses to change consulting firms .. In addition to the information currently provided in the 1'' Quarter Monitoring Report, the following information should be included .in future monitoring reports: 1. Please provide a _list of dates and description of maintenance activities including the maintenance recommendations in subsection 6. Include information on activities such· as weeding, watering, placing mulch, plants replaced (numbers, species; sizes, etc.)etc, 2. Please provide the percent cover of invasive species in the mitigation area, and The project appears to be meeting performance standards. Three copies of the second quarterly monitoring report are due to the City by July 28, 2015. If you have any questions, I can be reached at (425) 430-6593. Kris Sorensen, Associate Planner Current Planning Section, Planning Division cc: City of Renton File No. LUAB-00725 Renton City Hall • 1055 South Grady Way • Renton, Washington 98057 • rentonwa.gov r CITY OF RENTON DEPARTMENT OF COMMUNITY & ECONOMIC DEVELOPMENT MEMORANDUM Date: April 11, 2014 To: City Clerk's Office From: Lisa Marie Mcelrea Subject: Land Use File Closeout Please complete the following information to facilitate project closeout and indexing by the City Clerk's Office Project Name: Roman Short Plat LUA (file) Number: LUA-13-000795 Cross-References: AKA's: Project Manager: Jennifer Henning Acceptance Date: June 27, 2013 Applicant: Dumitru & Adriana Roman Owner: Dumitru & Adriana Roman Contact: Tom Redding PID Number: ERC Determination: DNS-M Date: February 24, 2014 Anneal Period Ends: March 14. 2014 Administrative Decision: Approved with Conditions Date: February 24, 2014 Anneal Period Ends: March 14 2014 Public Hearing Date: Date Appealed to HEX: By Whom: HEX Decision: Date: Aooeal Period Ends: Date Appealed to Council: By Whom: Council Decision: Date: Mylar Recording Number: Project Description: The applicant is requesting Environmental (SEPA) Review and Administrative 98,936 square foot (2.27 acres) parcel in the Short Plat approval for the subdivision of a Residential -4 dwelling units per acre (R-4) zone. The current proposal is to subdivide the property into two lots and a Native Growth Protection Area tract using small lot cluster develooment. Location: 2120 Jones Ave NE Comments: Reconsideration Date: March 26, 2014 ERC Determination Types: DNS -Determination of Non-Significance; DNS-M -Determination of Non-Significance-Mitigated; DS -Determination of Significance. PLAN REVIEW COMMENTS (LlJA 13-000795"__'._) __ ===-;::::::;~ "-"'-''-'" PLAN ADDRESS: DESCRIPTION: April 11, 2014 2120 JONES NE AVE RENTON, WA 98056 Revised Description: January 27, 2014 APPLICATION DATE: 06/19/2013 The applicant is requesting Environmental (SEPA) Review and Administrative Short Plat approval for the subdivision of a 98,936 square foot (2.27 acres) parcel in the Residential -4 dwelling units per acre (R-4) zone. The current proposal is to subdivide the property into two lots and a Native Growth Protection Area tract using small lot cluster development Using the small-lot cluster provision allowed to cluster away from environmentally critical areas, proposed Lot 1 would be 5,729 square feet; proposed Lot 2 would be 8,324 square feet and contains an existing house to remain; and the native Growth Protection Area Tract would be 84,883 square feet. Previously, the applicant had requested the subdivision of the property into two lots. Three Category 3 wetlands and Kennydale Creek are located on the proposed project site. As a result of public comment on the original project proposal, a secondary review of the stream study for Kennydale Creek was conducted. That secondary review indicated that Kennydale Creek is a Class 3 stream (on this site) and not a Class 4 stream as currently shown on City of Renton maps. The applicant will be using wetland buffer averaging (to 37.5 feet on a portion of the west side of the creek), enhancement, and replacement to accommodate the proposed project. Access to Proposed lot 1 would be via a new driveway from Jones Avenue NE; access to Proposed Lot 2 would be via the existing driveway from Jones Avenue NE. Original Description: The applicant is requesting Environmental (SEPA) Review and Administrative Short Plat approval for the subdivision of a 98,936 square foot (2.27 acres) parcel in the Residential -4 dwelling units per acre (R-4) zone. Proposed Lot 1 would be 16,603 square feet and Proposed LOt 2 would be 82,333 square feet and would contain the existing single-family house. Three Category 3 wetlands and Kennydale Creek, a Class 4 stream, are located on the project site. Access to Proposed Lot 1 would be via a new driveway from Jones Avenue N; access to Proposed Lot 2 would be via the existing driveway from Jones Avenue N. Recommendations: I have reviewed the .ipplication for the Roman Short Plat located at 2120 -Jones Ave NE and have the following comments: EXISTING CONDITIONS WATER Water service will be provided by the City of Renton. There is an existing a.inch water main in Jones Ave NE. There is an existing o/,. inch domestic meter serving the home at 2120 -Jones Ave NE. SEWER Sewer service will be provided by the City of Renton. There is an 8-inch sewer main in Jones Ave NE and an 8·inch sewer main in an easement along the north property line. The existing home is connected to sewer. STORM There is a drainage conveyance in Jones Ave NE. STREETS There are street frontage improvements along Jones Ave NE. CODE REQUIREMENTS WATER 1. Separate water meters shall be provided to each new lot. 2. System development fees for water are based on the size of the new domestic water meters that will serve the new homes on each new lot. Fee for o/..-inch or 1-inch water meter install is $2,809.00. Credit will be given for the existing home. 3. Fee for a %-inch meter installed by the City is $3,075.00. Fee for a 1-inch meter installed by the City is $3,310.00. 4. All new construction must have a fire hydrant capable of delivering a minimum of 1,000 gpm and must be located within 300 feet of the structures. A minimum of one new hydrant will be required to be installed. SEWER 1. A separate side sewer stub shall be provided to each new lot. Side sewers shall be a minimum 2% slope. 2. System development charge (SOC) for sewer is based on the size of the domestic meter size. Sewer fees for a o/,." meter or 1-inch meter is $2,033.00 per new single-family lot. This ls payable at the time the utility construction permit is issued. Credit will be given to the existing home connected to sewer. 3. This parcel is subject to two Special Assessment Districts. NE 20th & Jones Ave SAD is based on square footage. The rate is site square footage x a rate of 0.27926559 plus interest. West Kennydale SAD is based on a rate of# new lots x $1,050. Payment of these fees will be required prior to issuance of utility construction permit. SURFACE WATER 1. Surtace water system development fee is $1,128.00 per new lot. Fees are payable prior to issuance of the construction permit. Credit will be given to the existing home. 2. Since this is a two lot short plat, this site is subject to Appendix C, Small Site Drainage Review. individual lot BMP 3. A Construction Stormwater General Permit from Department of Ecology will be required if grading and clearing of the site exceeds one acre. TRANSPORTATION/STREET 1. Existing right-of-way width in Jones Ave is 60 feet fronting the site. Jones Ave NE is classified as a residential access road. No street improvements are required for this project. There is a new sidewalk along the east side of Jones Ave SE fronting Uiis site. 2. The current transportation impact fee rate is $1,430.72 per single family house. The transportation impact fee that is current at the time of building permit application will be levied. Payment of the transportation impact fee is due at the time of issuance of the Page 1 of3 Technical Services April 11, 2014 building permit. 3. Street lighting is not r"''-luired for a 2 lot short plat 4. The maximum width of single loaded garage driveway shall not exceed nine feet (9') and double-loaded garage driveway shall not exceed sixteen feet (16'). GENERAL COMMENTS 1. Separate permits and fees for side sewer connection, water meter and storm connection wrn be required. 2. All construction utility permits for drainage and street improvements will require separate plan submittals. All utility plans shall conform to the Renton Drafting Standards. A licensed Civil Engineer shall prepare the civil plans. 3. Rockeries or retaining walls greater than 4 feet in height will be require a separate building permit. Structural calculations and plans shall be submitted for review by a licensed engineer. Special Inspection is required. 4. A tree removal and tree retention/pro! Bob MacOnie Ph: 425-430-7369 email: bmaconie@rentonwa.gov Recommendations: Note the City of Renton land use action number and land record number, LUA13-000795 and LND-20-0585, respectively, on the final short plat submittal. The type size used for the land record number should be smaller than that used for the land use action number. Show two ties to the City of Renton Survey Control Network. The geometry will be checked by the city when the ties have been provided. Provide short plat and lot closure calculations. Note what was found when visiting the existing monuments. Indicate what has been, or is to be, set at the corners of the proposed lots. Note discrepancies between bearings and distances of record and those measured or calculated, if any. 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 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. The City of Renton Administrator, Department of Community and Economic Development, is the only city official who signs the final short plat. Provide an appropriate approval block and signature line. Pertinent King County approval blocks also need to be noted on the drawing. All vested owner(s) of the subject final short plat need to sign the final short plat drawing. Include notary blocks as needed. Include a declaration block on the drawing, titled "OWNERS' DECLARATION" not "CERTIFICATION" or other. Note that if there are easements, restrictive covenants or agreements to others (City of Renton, etc.) as part of this subdivision, they can be recorded concurrently with the final short plat. The final short plat drawing and the associated document(s) are to be given to the Project Manager as a package. The recording number(s) for the associated document(s) are to be referenced on the final short plat drawing. Provide spaces for the recording numbers thereof. 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 permits issuance. No charge for existing home to remain. Code Related Comments: 1. The fire flow requirement for a single family home is 1,000 gpm minimum for dwellings up to 3,600 square feet (including garage and basements). If the dwe\!ing exceeds 3,600 square feet, a minimum of 1,500 gpm fire flow would be required. A Page 2 of3 · Denis Law ·· · _Mayor ·. .. . . ·' ' ·--. ,March2i2014 ... Adriana Romari 2120 Jones Ave NW · .. · Renton; WA 98QS6 . . '.oepartment of Corrnnunity and-Economic.Oevel~pment . . . . . . ,. C.E."Chip;'Vinceni, Adiriinistrator . . . . . . . . . . ' . . .'.-· .. . SUBJECT: Request for Reconsideration ot' Condition.of.Approval N'o. Sfor the Ro111an ·' Sho~ Pl~t {LUA13,000975,'SHPL-A, ECF( · · ·· · ·· · · · · · · · · · · · .·.·,-. . . . . ' ,. Dear Ms. Reiman,· .· We rE!CE!ived yourti~el{request on March 12; 2,b14 for recbrisideratior\ of Condition of .·· ,:.Approval Ncj. ~ofthe Roman Shor:tPlat: Th.e.condition re.qui.red: .:... . . . . . . . '.'' ".' . '' . . -·. .'·· ' . . '•. . ... 5. Thti applicant shail rewrif a Native.Growth PrdtectiqnArea Easemeh,tover the (ritical Areas Ti:ac:t (Tract f',). Eac/jowner ofLots'l and2shali have a fraction;/ .• interestin the Critical AreasTract in ardeita protect the.site iH perpetuity.·. . . . ' . . '. . . ' . . ', You have requ~sted thatthis conilition 6(appro~al be removed and have stated that,· . ·. you w9uld tak.e full respohsibility fo(the Critic;il.Areas Tract ari,d ;,.,ill nbtselLit . ; separately. _The City concurs that theJract·could _be protected via a.deed Jestrjction. · .. •, Therefore, the Cityiswiiling to modify Coridition No.5 as indicat~d inthe ''Decisi;rn'' .. . below.: . . . . . . . . . . . . . .. · . . ,,• . '• i D~i:isi~n: Therefore the de~i~ion to approvl'! the\hort plat V-:.ith·c~~ditions is ~odifi~d to replace Condition No, S'iNith an .amended condition:• .. . 5. The applicant shoiies'toblish cmrf iecOrd a peimoneni: andirtevoccible rieed .. . ;est;i<::tion on theproperty tftie of the CriticalAreas-Tr;d (Tract: A). Cot 2''shal/ have .· ·. on indivisible <fwnership inte~estin Tract A, and theiefore,:.i:he tracicbtiilot be sold. ·•. sepbrately. _A r~stridi~e covenantshaif berecorded ahii a note placed o.n tfiefate of. · 'tlie short piat which states .that the t;act corinot be sold separatelyfroin Lot2,' and . ·. m~st remai~ cis a ~riticdl ar~as tr~i:t in pere~tuity. th~ tanguagefor the restrictiv~ . "' · .. · . covenant.shall be subject ta the appravaiof the City ofRenton, and must be iecarded .· prior to o; c;ncuirent with' the sh'ort plat . . . . . . . . . . . . . . . . . . . . . . ·'·' .. This decisionto amend the co_ndition is subject.to a 14,day appeal period. The above · .. decisions will become. final if not appeal~d in ~riting togeth~r with the required fee ··. to: Hearing.Examiner, City ofR~~ton, 1055 SoiithG,rady W-1y;Rentcm; WA 9g()57 by . . . --. . . . . . . Adriana Roman March 26, 2014 Page 2. · t:ii). .. .,. 5:00 pm on M~nday, April,8, 2014 .. ~MC 4,8°110 gove(~s appeals to the Hearirii Ex.aminer and additicinai information regarding tlie appeal pi"o.cess rnay be:obtain~d · from the City Clerk's Office, Renton City Hall, 7th Floor, (425) 430-6510. . . • • . ' • ' l • • • • C.E. "Chip" Vincent . . . . ' . . , CED Administrator. ·cC: Parties of Recor'd .. DEPARTMENT OF COMMUN I, ( AND ECONOMIC DEVELOPMENT ENVIRONMENTAL REVIEW COMMITTEE REPORT AND ADMINISTRATIVE SHORT PLAT REPORT & DECISION ERC MEETING DATE: Project .Name: Project Number: Project Manager: Owner: Applicant: Contact: Project Location: Project Summary: Exist. Bldg. Area SF: Site Area: STAFF RECOMMENDATION: February 24, 2014 Roman Short Plat LUAB-000795, SHPL-A, ECF Jennifer Henning, Planning Director Dimitu and Adriana Roman 2120 Jones Ave NE Renton,VvA 98056 Same as above Tom Redding Encompass Enginnering and Surveying 165 NE Juniper Street, Suite 201 Issaquah, VvA 98027 2120 Jones Avenue NE Proposal to subdivide an existing 98,936 square foot (2.27 acres) parcel (APN 334390-3203} in the R-4 Zone into two lots and one Critical Areas Tract. Lot 1 would be 5,729 square feet (per the small lot cluster provision of RMC 4-2- llOA} and Lot 2 would be 8,324 square feet. An existing house on Lot 2 would remain, and an existing shed on the west side of Kennydale Creek in Tract A would be removed. Density would be 1.3 dwelling units per net acre. A total of 84,883 square feet of area (1.95 acres) would be protected within a Critical Areas Tract (Tract A}. There are three Category 3 wetlands and a Class 3 stream (Kennydale Creek) located on the parcel. The applicant proposes to average the buffer for Kennydale Creek reducing the buffer on the west side in a portion of the site to 37 .5 feet and compensating by restoring, recreating and enhancing the buffer elsewhere on the site. No trees would be removed as part of the proposal. Access to each lot would be from Jones Ave NE. The applicant has also requested a modification of street frontage improvements along Jones Ave NE as curb, gutter and sidewalk currently exist. 2,662 sf (surveyed) 98.936 sf (2.27 ac) Proposed New Bldg. Area (footprint): N/ A Proposed New Bldg. Area (gross): N/A Total Building Area GSF: 2,662 sf (per survey) Staff Recommends that the Environmental Review Committee issue a Determination of Non-Significance -Mitigated (DNS-M}. ERC & SHPL Report DEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT ERC & SHPL Report --------, City of Renton Department of Community & Et .... ,,omic Development ROMAN SHORT PLAT ERC and Ac.numistrative Short Plat Report & Decision LUA13-000975, SHPL·A, ECF, MOD Report of February 24, 2014 Page 3 of 25 I PART ONE: PROJECT DESCRIPTION/ BACKGROUND A. EXHIBITS: Exhibit 1: Exhibit 2: Exhibit 3: Exhibit 4: Exhibit 5: Exhibit 6: Exhibit 7: Exhibit 8: Exhibit 9: Exhibit 10: Exhibit 11: Exhibit 12: Exhibit 13: Exhibit 14: Exhibit 15: Environmental Review Committee Report and Administrative Short Plat Report and Decision, Roman Short Plat, February 24, 2014 Vicinity Map, Page D4 Zoning Map Site Plan (Short Plat Map), (Encompass Engineering, Sheet 1 of 1, 12/05/2013) Conceptual Landscape Plan (Encompass Engineering, Sheet 1 of 1, no date) Wetland Delineation and Standard Stream Study Report, Roman 2-Lot Short Plat, Altmann Oliver Associates, LLC, May 29, 2013 Wetlands Delineation and Standard Stream Study Report, Altmann Oliver Associates, LLC, July 3, 2013 Stream and Site Assessment, Roman Property, City of Renton, Otak, September 20, 2013 Supplemental Stream Study for Roman Short Plat, Altmann Oliver Associates, LLC, October 30, 2013 Revised Supplemental Stream Study for Roman Short Plat, Altmann Oliver Associates, December 23, 2013 Geotechnical Evaluation, Geospectrum Consultants, Inc, April 5, 2013 Preliminary Technical Information Report for Roman Short Plat, Encompass Engineering and Surveying, May 1, 2013 Citizen Comments (1 letter, 2 emails); Tribal Comments: email from Karen Water, Muckleshoot Indian Tribe, February 10, 2014 Request for Waiver/Modification of Frontage Improvements Figure 1: Buffer Averaging & Mitigation Plan, Sheet 1 of 4, Altmann Oliver Associates, LLC, December 13, 2013 Figures 2, 3, & 4: Buffer Planting Plan (Sheet 2 of 4), Plant Schedule & Specifications (Sheet 3 of 4), Construction Details (Sheet 4 of 4) from Altmann Oliver Associates, LLC, December 13, 2013 Exhibit 16: Conceptual Drainage Control, Tree Cutting/Inventory, Generalized Utility & Grading Plan, (Sheet 1 of 1, Encompass Engineering, 04/30/13) ERC & SHPL Report DEPARTMENT OF COMMUN' AND ECONOMIC DEVELOPMENT B. GENERAL INFORMATION: 1. Owner(s) of Record: 2. Zoning Designation: 3. Comprehensive Plan Land Use Designation: 4. Existing Site Use: 5. Neighborhood Characteristics: Dimitu and Adriana Roman 2120 Jones Ave NE Renton,\NA 98056 Residential 4 DU/AC (R-4) Residential Low Density (RLD) Single family home and vacant a. North: Single family residences (R-4 Zone) b. East: c. South: d. \Nest: 6. Access: 7. Site Area: Vacant and single family residences (R-4 Zone) Single Family residences (R-4 Zone) Single Family reidences (R-4 Zone) via Jones Ave NE 98,936 sf (2.27 Acres) C. HISTORICAL/BACKGROUND: Action Comprehensive Plan Zoning Annexation D. PROJECT NARRATIVE: Land Use File No. N/A Kennydale Blueberry Farm Comp Plan Amendment and Rezone Zirk Annexation Ordinance No. 4924 5256 1818 Date 12/05/01 09/20/05 03/17/1960 The applicant is requesting Environmental (SEPA) Review and Administrative Short Plat approval for the subdivision of a 98,936 square foot {2.27 acres) parcel located at 2120 Jones Ave NE in the Residential -4 dwelling units per acre (R-4) zone (Exhibit 2). Proposed density for the two lots would be 1.3 dwelling units per acre. An existing 2,662 sf home is located on the western portion of the site on what would be future Lot 2 and this home would be retained under the proposal. The subject site is generally flat and slopes gently (about 2%) from the west property line to Kennydale Creek, and about 2% from the eastern property line to the creek. Natural soils underlying the site are most likely recessional outwash sand deposits (Qys). Based on the geotechnical field observations, the natural soils were loose to medium dense within the shallow depths explored. However, the geotechnical engineer surmised that outwash sands become denser with depth and the underlying glacial till soils are expected to be very dense/hard. Site exploration indicates that the natural surface at the site is covered by about 2.5 feet of loose fill soils. The proposal would result in the subdivision of the property into two lots and a Native Growth Protection Area tract using the small lot cluster ERC & SHPL Report City of Renton Department of Community & ft ..... ,omic Development ROMAN SHORT PLAT ERC and Au,,,mistrative Short Plat Report & Decision LUA13-0D0975, SHPL-A, ECF, MOD Report of February 24, 2014 Page 5 of 25 development provision of RMC4-2-110A in order to cluster development away from environmentally critical areas. Therefore, proposed Lot 1 would be 5,729 square feet; and proposed Lot 2 would be 8,324 square feet (which would also contain an existing house to remain and a 327 square foot Native Growth Protection Area Easement); and the Critical Area Tract containing the 3 wetlands, Kennydale Creek, and the majority of the stream buffer would be 84,883 square feet. Three Category 3 wetlands and Kennydale Creek are located on the site. The three wetlands require a 25-foot wide buffer, which is being proposed. A secondary review of the stream study for Kennydale Creek was conducted which concluded that that Kennydale Creek is a Class 3 stream (through the project site) requiring a 75-foot buffer. Elsewhere in this portion of the City, both upstream and downstream, Kennydale Creek is a Class 4 stream requiring a 35-foot buffer. The applicant has proposed stream buffer averaging to 37.5 feet consistent with RMC 4-3-0SOL.5.d, plus buffer enhancement, and buffer replacement to accommodate the proposed project. Access to Proposed Lot 1 would be via a new driveway from Jones Avenue NE; access to Proposed Lot 2 would continue to be via the existing driveway from Jones Avenue NE. The applicant has also requested a waiver of the street frontage requirements (Exhibit 13) as the City recently completed the construction of curb, gutter and sidewalk on this street frontage. No trees would be removed for the short plat and, and no grading is anticipated. The project requires Environmental Review, Short Plat approval, and a waiver/modification of frontage improvements. E. PUBLIC SERVICES: 1. Utilities a. Water: Water service is provided by City of Renton. There is an existing 8-inch water main located in Jones Ave NE. An existing %-inch domestic meter serves the existing home at 2120 Jones Ave NE (proposed Lot 2). b. Sewer: Sanitary sewer service is provided by City of Renton. There is an existing 8-inch main in Jones Ave NE and an 8-inch sewer main in an easement along the north property line. The existing home (2120 Jones Ave NE) is connected to sanitary sewer. c. Surface/Storm Water: Drainage conveyance is located in Jones Ave NE. 2. Streets: Existing street frontage improvements include curb, gutter and sidewalk on Jones Ave NE. The applicant has requested a waiver of additional street frontage improvements. 3. Fire Protection: City of Renton provides fire and emergency services to the subject site. I PART TWO: ENVIRONMENTAL REVIEW In compliance with RCW 43.21C.240, the following environmental (SEPA) review addresses only those project impacts that are not adequately addressed under existing development standards and environmental regulations. A. ENVIRONMENTAL THRESHOLD RECOMMENDATION Based on analysis of probable impacts from the proposal, staff recommends that the Responsible Officials: ERC & SHPL Report City of Renton Deportment of Community & E •mic Development ERC and I 1istrative Short Plat Report & Decision ROMAN SHORT PLAT .• UA13-00097S, SHPL-A, ECF, MOD Report of February 24, 2014 Page 6 of 25 Issue a DNS-M with a 14-day Appeal Period. B. MITIGATION MEASURES 1. The applicant shall provide a revised Buffer Planting Plan (Exhibit 14 and 15, Figure 2 of the Revised Supplemental Stream Study for Roman Short Plat, dated December 23, 2013) correcting the location of the split-rail fence to be west of the NGPE on Lot 2. The plantings, fence and sign age are required to be installed prior to the recording of the short plat. 2. The applicant shall follow the recommendations contained in the Geotechnical Evaluation (Exhibit 10, prepared by Geospectrum Consultants and Earth Sciences, dated April 5, 2013) during site and building construction. C. ENVIRONMENTAL IMPACTS The Proposal was circulated and reviewed by various City Departments and Divisions to determine whether the applicant has adequately identified and addressed environmental impacts anticipated to occur in conjunction with the proposed development. Staff reviewers have identified that the proposal is likely to have the following probable impacts: 1. Earth Impacts: The site is generally flat and slopes from west approximately 3% toward Kennydale Creek which is located near the center of the site, and slopes gently from the east at 2% toward Kennydale Creek. No grading is proposed as part of the development of the new short plat lots. The applicant has provided a Geotechnical Evaluation (Exhibit 10, prepared by Geospectrum Consultants and Earth Sciences, dated April 5, 2013) which included subsurface exploration and engineering evaluations. A site reconnaissance and test pit exploration was accomplished. Soils encountered in the three test pits consisted of fine silty sand and sandy silt with gravel, concrete debris and organics. Fill soils were typically loose to medium dense to the depths explored (2.5 feet). Natural soils observed underlying the fill deposits included a dark brown organic topsoil layer, typically 6 to 12 inches thick overlying fine sand/silty sand soils. The natural soils were generally loose to medium dense to the depths explored. Groundwater seepage was observed in all of the test pits at depths ranging from 4 to 5.5 feet. Natural soils were very moist to wet. The geotechnical report indicates that selection of a foundation system for future structures must consider the potential for site liquefactions and associate induced seismic settlements, possible lateral spread displacements and post-liquefaction foundation stability. The report recommends that the best foundation systems would incorporate a system of stiff grade beams with pile foundations to mitigate vertical settlements expected under static conditions as well as seismically induced vertical settlements from certain magnitude earthquakes. Flexible utility connections should be used at the perimeter of any pile supported structure. Alternatively, stiff grade beams supported on wide, low bearing pressure spread footings or a continuous still mat foundation or supported on a zone of structural fill should be considered. The geotech report also considered the feasibility of onsite stormwater infiltration and found that the site in not suitable for onsite storm water infiltration per the King County Stormwater Design Manual, Appendix C, C2.2.2 and C.2.3.2. ERC & SHPL Report City of Renton Department of Community & Etu,,omic Development ROMAN SHORT PLAT Report of February 24, 2014 ERC and Au111inistrative Short Plat Report & Decision WA13-000975, SHPL-A, ECF, MOD Page 7 of 25 Mitigation Measure: The applicant shall follow the recommendations contained in the Geotechnical Evaluation (Exhibit 10, prepared by Geospectrum Consultants and Earth Sciences, dated April 5, 2013) during site and building construction. Nexus: SEPA Environmental Regulations, Grading and Mining Regulations, RMC4-4-060 2. Water a. Wetland, Streams, Lakes Impacts: Wetlands. The applicant has provided two Wetland Delineation and Standard Stream Study Reports (Exhibits 5 and 6) (Altmann Oliver Associates, LLC, dated May 29, 2013 and July 3, 2013. In addition, a Supplemental Stream Study and a Revised Supplemental Stream Study were provided (Altmann Oliver Associates, LLC, dated October 30, 2013 [Exhibit 8] and December 23, 2013 [Exhibit 9] respectively). City of Renton required a stream and site assessment of the property (Exhibit 7 -Otak, September 20, 2013) to determine the stream.classification of Kennydale Creek on the property. Three wetlands were delineated on the site. Wetland A is 4,835 square feet in size (that includes 771 square feet of the creek). Wetland A consists of a historically excavated pond within the Kennydale Creek riparian corridor. During the biologist's site visit (November 3, 2011), the wetland consisted of several inches of ponded water. Vegetation within the wetland consisted primarily of reed canarygrass (Phalaris arundinacea), scattered water parsley (Oenanthe sarmentosa), and willow saplings (Salix sp.). Black cottonwood (Populus trichocarpa) weeping willow (Salix babylonica), birch (Betula sp.) and red alder (Alnus rubra) were also observed by Altmann Oliver staff along the pond perimeter. This wetland was determined by the biologist to meet the criteria of a Category 3 wetland, requiring a 25-foot wide buffer. The 2S-foot buffer for Wetland A is also contained within the buffer area for Kennydale Creek. A portion of the wetland buffer for Wetland A, located between the existing house and the wetland, would be enhanced in order to mitigate for proposed buffer averaging of the creek. The buffer planting plan proposes adding trees, shrubs and cuttings in this area. Trees would consist of big leaf maple (Acer macrophyllum), Douglas fir (Pseudotsuga menziesii) and Western red cedar (Thuja plicata). Shrubs would consist of red currant (Ribes sanguineum), Nootka rose (Rosa nutkana) and snowberry (Syphoricarpos albus). Cuttings would consist of red-osier dogwood (Cornus sericea) and Sitka willow (Salix sitchensis). A split-rail fence would define the area of the stream/wetland buffer and would be installed beginning at the north property line, along the east edge of proposed Lot 1, then following the eastern boundary of Lot 2 from north to south. However, the proposed split-rail fence does not capture and protect the entire enhancement area, and therefore, would need to be installed atthe edge of the buffer on Lot 2 .. in order to avoid impacts on the buffer area, staff recommends that the applicant be required to provide a revised Buffer Planting Plan (Exhibit 15 -Figure 2, of the Revised Supplemental Stream Study for Roman Short Plat, dated December 23, 2013) correcting the location of the split-rail fence to be west of the NGPE on Lot 2. The plantings and fence would need to be installed prior to the recording of the short plat. Wetland 8/C is described in the Altmann reports (Exhibits 5, 6, 8, 9) as a mosaic of wetland areas that a·ppear to have been historically disturbed through past clearing, grading and stream channelization. This wetland area is located on the southern one-third of the site, with the mosaic located east of Kennydal.e Creek described as Area B, and the mosaic located west of Kennydale Creek described as Area C. Wetland B (aka: Area B) is 9,436 square feet in size. At the time of the biologist's visit (November 3, 2011), Wetland B contained a mix of red alder, willow, Himalayan blackberry, lady fern ERC & SHPL Report City of Renton Deportment of Community & Ecv11omic Development ROMAN SHORT PLAT Report of February 24, 2014 ERC and Ao11,mistrative Short Plat Report & Decision LUAlJ-000975, SHPL-A, ECF, MOO Page 8 of 25 (Athyrium filixfemina) and giant horsetail (Equisetum telmateia). Wetland C (aka: Area C) is 16,187 square feet in size and is dominated by creeping buttercup (Ranunculus repens). Both wetland mosaic areas were determined by the biologist to meet the criteria for Category 3 wetlands and would require a 25-foot wide buffer. No disturbance of this area is proposed by the project and the area within Wetland B/C would be within the Critical Areas Tract A. Therefore, no additional mitigation of Wetland B/C is required. Streams. Kennydale Creek is present on the site. The creek flows from south to north and turns westerly flowing into the pond (Wetland A) then turning north and taking on wetland characteristics on the property immediately to the north. The creek on the subject site is well-defined and appears to have been historically ditched. At the time of the delineation of the creek by the biologist, vegetation along the riparian corridor consisted primarily of a strip of poplar (Populus sp.) and dense Himalayan blackberry (Ru bus armeniacus) and hawthorne (Cretaegus sp.). The existing home has a rear yard that consists of mowed lawn and an orchard. City of Renton Critical Areas maps indicate that Kennydale Creek is a Class 4 stream in this location. Delineation of the creek on other properties in the vicinity previously confirmed that the creek is Class 4 on those properties. However, the City required confirmation of the stream classification on this property, as the stream may have different characteristics on this 2.27 acre site. The additional study was provided by Otak Inc. (Exhibit 7). Biologists from Otak visited the site on August 27, 2013 and viewed the stream and associated wetlands. Otak noted that Renton Municipal Code (RMC) defines Class 4 waters as non-salmonid-bearing intermittent waters during years of normal rainfall, and /or mapped on Figure Q4, Renton Water Class Map, as Class 4; in addition, intermittent is defined as "a condition where water is not present in the channel year-round during years of normal or above normal rainfall." Ota k's report also noted that Class 3 streams as non-salmon id-bearing perennial waters during years of normal rainfall, and/or mapped on Figure Q4, Renton Water Class Map, as Class 3; in addition perennial is defined in RMC as "waters which flow continuously". Otak visited the site at the end of August, during a relatively dry summer. Kennydale Creek on the subject site showed flow upstream and downstream of the ponded wetland and provided inflow and outflow to the wetland. Wetted width at the upstream end of the wetland was 2 feet at the time of the site visit and the wetted depth was 0.25 feet. Stream dimensions measured at the upstream end of the wetland included a bankful width of 7 feet and a bankful depth of approximately 1 foot. Downstream of the wetland, the measured wetted width was 3.5 feet and measured wetted depth was 0.25 feet. Bankful width downstream ofthe wetland was measured at 6 feet, with a measured bankful depth of 1.7 feet. Stream segments both upstream and downstream of the wetland showed no vegetation in the channel; stream energy in the system appeared to be sufficient to form and maintain channel morphology. Substrate in the channel segments were dominated by fine materials and relatively small proportion of gravel was noted as well. Other segments of Kennydale Creek were viewed from the public rights-of-way (upstream and downstream from the subject site) and contained flowing water and also generally lacked vegetation, indicating potentially high velocity flows or impoundment. However, many of these segments were viewed by Otak at or near culvert inlets or outlets, which can influence stream flows, and may not be representative of the stream's characteristics. Otak commented that some portions of Kennydale Creek upstream of 1-405 may lack surface water flow during some portion of the year, based on previous investigations and hydrologic conditions that ERC & SHPL Report City of Renton Department of Community & Ec.u,,omic Development ROMAN SHORT PLAT Report of February 24, 2014 ERC and Au .. ,mistrative Short Plat Report & Decision LUA13·000975, SHPL·A, ECF, MOO Page 9 of 25 vary spatially within the stream system. They concluded that the flow on the subject site appears to be perennial. The presence of the on-site wetland appears to serve as hydrologic reservoir, storing water throughout the year and provide a metered flow in to the downstream portion of the creek. Therefore, the segments of Kennydale Creek on the Roman property would meet the criteria for consideration as a Class 3 stream system per RMC4-3-050.L.l.a.iv. Class 3 streams require a buffer width of 75 feet which can be reduced to 37.5 feet through buffer averaging per RMC4-3-050L.5.d provided that certain criteria are met. The applicant proposed to average the buffer for Kennydale Creek on a portion of the site, east of Lot 1 and Lot 2, and include the stream, wetland, buffer and additional non-constrained areas within Tract A, in order to protect the critical areas. A small portion of the stream buffer (327 square feet) would be included in a Native Growth Protection Area Easement on Lot 2, where the existing home is. The averaged buffer area would be enhanced as described above with big leaf maple, Douglas fir, Western red cedar, red currant, Nootka rose, snowberry, red-osier dogwood and Sitka willow. A total of 5,347 square feet of buffer would be reduced through the buffer averaging on Lots 1 and 2, however, 17,954 square feet of buffer would be replaced on the site primarily in the northeast corner, and 5,921 square feet of buffer would be enhanced. Buffer averaging is allowed per RMC4-3-050L.5.d provided the following criteria are met: (a) The water body and associated riparian area contains variations in ecological sensitivity or there are existing physical improvements in or near the water body and associated riparian area; and (b) Buffer width averaging will result in no net loss of stream/lake/riparian ecological function; and (c) The total area contained within the buffer after averaging is no less than that contained within the required standard buffer width prior to averaging; and {d) The proposed buffer standard is based on consideration of the best available science as described in WAC 365-195-905; or where there is an absence of valid scientific information, the steps in RMC 4-9-250F are followed. With regard to the preceding criteria, (a) is met in that the area of proposed buffer width reduction currently consists of an existing residence and adjacent lawn which does not provide for significant habitat or protection functions to the stream. The area proposed for replacement buffer would provide a more superior habitat east of the stream and within a forested area. Criterion (b) is met in that there is not significant habitat or protection functions to the stream, therefore there would be no anticipated loss in ecological function or overall buffer area. Enhancement proposed in the averaged buffer area would provide improved plant species and structural diversity within the reduced buffer, thereby increasing the habitat value of the riparian corridor. Because of the proposed buffer averaging, Criterion (c) would be met as the 5,374 square feet of buffer would be reduced and 17,954 sf of replaced buffer would be provided (Exhibits 14 and 15, Figure 2 of the Buffer Averaging and Mitigation Plan, Altmann Oliver, December 23, 2013). The plan would provide a net increase of 12,580 square feet of buffer area. Finally, Criterion (d) would be met as the buffer would not be reduced beyond 50% of the standard buffer and would be consistent with best available science. Buffer averaging and enhancement planting would increase the functions and overall area of the stream buffer on the site as opposed to current conditions. ERC & SHPL Report City of Renton Department of Community & Et .... ,Jmic Development ROMAN SHORT PLAT . Report of February 24, 2014 £RC and Au,,,mistrative Short Plat Report & Decision LUA13-00097S, SHPL-A, £CF, MOD Page 10 of 25 Comments received during the course of the public comment period expressed concerns regarding the potential for the project to impact the stream and wetland areas on the site (Exhibit 12). The proposal as provided for the in the Supplemental Stream Study (Exhibit 9) mitigates for impacts of the proposal, provided the split rail fence and critical area sign age is installed along the western edge of the buffer reduction area. This has been recommended as a measure to eliminate the impact of having enhancement area that is outside of the fence which could result the in buffer being further reduced. In addition, the applicant proposes to remove an existing approximate 200 square foot shed located within Tract A and on the west side of Kennydale Creek. In addition, comments were received from the Muckleshoot Indian Tribe (via email, February 10, 2014, Exhibit 12). The email notes that while Otak has determined the stream is a Class 3 stream, non- salmonid bearing perennial water, the stream in The Tribe's opinion has the potential to be salmonid- bearing on the subject property due to bank width and gradient. The Tribe's comments note that there could be natural barrier downstream that could prevent the stream from being salmonid- bearing. In fact, there is a b.arrier downstream within the Clover Creek subdivision. An approximate 12-foot high check dam is located at the upper end of a ravine that Kennydale Creek (aka: Clover Creek in this area) outflows into Lake Washington. Fish are not expected to occur upstream of the location of the check dam. A Native Growth Protection Area Easement for approximately 327 square feet of area contained on Lot 2 is also required and must be recorded on the face of the short plat. Staff will recommend this as a condition of approval for the short plat (later in this report). Mitigation Measure: The applicant shall provide a revised Buffer Planting Plan (Exhibits 14 and 15, Figure 2 of Revised Supplemental Stream Study for Roman Short Plat, dated December 23, 2013) showing the correct location of the split-rail fence along the edge of the Native Growth Protection Area Easement and the rear yard for Lot 2. All required plantings, fence and signage are to be installed prior to the recording of the short plat. Nexus: Critical Area Regulations RMC4-3-050, SEPA Environmental Regulations· D. COMMENTS OF REVIEWING DEPARTMENTS The proposal has been circulated to City Department and Division Reviewers. Where applicable, their comments have been incorporated into the text of this report and/or "Advisory Notes to Applicant." ./ Copies of all Review Comments are contained in the Official File and may be attached to this report. PART THREE: ADMINISTRATIVE SHORT PLAT REVIEW A. 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 ERC & SHPL Report City of Renton Department of Community & Ec1.J11omic Development ROMAN SHORT PLAT ERC and Aammistrative Short Plat Report & Decision LUAl3-000975, SHPL·A, ECF, MOO Report of February 24, 2014 2. Chapter 3 Environmental Regulations and Overlay Districts a. Section 4-3-050: Critical Areas Regulations 3. Chapter 4 Property Development Standards a. Section 4-4-030: Development Guidelines and Regulations 4. Chapter 6 Streets and Utility Standards a. Section 4-6-060: Street Standards 5. Chapter 7 Subdivision Regulations a. Section 4-7-070: Detailed Procedures for Short Subdivisions Page 11 of 25 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 6. Chapter 9 Procedures and Review Criteria 8. APPLICABLE SECTIONS OF THE COMPREHENSIVE PLAN: 1. Land Use Element: 2. Community Design Element: 3. Environment Element: C. DEPARTMENT ANALYSIS: 1. Environmental Review Residential Low Density Natural areas; Established Residential areas; New and Infill Development; Rivers and Streams; Wetlands 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). The site contains wetlands and a stream and therefore, SEPA Environmental Review was conducted. 2. Compliance with ERC Conditions The City of Renton, on February 24, 2014, issued a Determination of Non-Significance, Mitigated (DNS-M) with 2 Mitigation Measures. The applicant will be required to comply with the mitigation measures as specified in the DNS-M. 3. Staff Review Comments Representatives from various city departments have reviewed the application materials to identify and address issues raised by the proposed development. These comments are contained in the official file, and the essence of the comments has been incorporated into the appropriate sections ofthis report and the Departmental Recommendation at the end of this report. 4. Comments from the Public & Agencies Comments from the public were received (Exhibit 12) during the initial comment period which ended in July. The comments expressed concern regarding the classification of Kennydale Creek, ERC & SHPL Report City of Renton Department of Community & Ecv .. vmic Development ROMAN SHORT PLAT Report of February 24, 2014 ERC and Aan,mistrative Short Plat Report & Decision LUA13-00097S, SHPL-A, ECF, MOD Page 12 of 25 the type of environmental impacts that could result from the project both during and following construction. Comments were also received from the Muckleshoot Indian Tribe during a second comment period that ended in February. The Tribe's comments were with regard to the potential for Kennydale Creek being a salmonid-bearing creek, unless downstream structures prevent fish passage. Comments from the public and Tribe have been addressed within the body of this report. 5. Consistency with Short Plat Criteria Approval of a plat is based upon several factors. The following short plat criteria have been established to assist decision-makers in the review of the plat: a) Compliance with the Comprehensive Designation The site is designated Residential Low Density (RLD) on the Comprehensive Plan Land Use Map. Land designated RLD is intended to guide development on land appropriate for low intensity residential development where land is constrained by sensitive areas. 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-157. Within the Residential 4 du/acre zoned area allow a maximum density of 4 units per net acre to encourage larger lot development and increase the supply of upper income housing consistent with the City's Housing Element. X Policy Objective Met D Not Met Policy EN-6. Achieve no overall net loss of the City's wetlands. In no case should development activities decrease net acreage of existing wetlands. X Policy Objective Met D Not Met Policy EN-5. When development may impact wetlands, the following hierarchy should be followed in deciding the appropriate course of action: a. avoid impacts to the wetland, b. minimize impacts to the wetland, c. restore the wetland when impacted, d. recreate the wetland at a ratio which will provide for its assured viability & success, e. enhance the functional values of an existing degraded wetland. X Policy Objective Met D Not Met Policy EN-7. Protect buffers along wetlands to facilitate infiltration and maintain stable water temperatures, provide for biological diversity, reduce amount and velocity of run-off, and provide for wildlife habitat X Policy Objective Met D Not Met Objective CD-A. The City's unique natural features, including land form, vegetation, lakeshore, · river, creeks and streams, and wetlands should be protected and enhanced as opportunities arise. X ERC & SHPL Report Policy Objective Met D Not Met City of Renton Department of Community & Ec,.,,,omic Development ROMAN SHORT PLAT Report of February 24, 2014 ERC and Ao11,mistrative Short Plat Report & Decision LUA13-000975, SHPL-A, ECF, MOD Page 13 of 25 Policy CD-12. 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. X Policy Objective Met D Not Met b) Compliance with the Underlying Zoning Designation The subject site is designated Residential 4 DU/AC (R-4)on the City of Renton Zoning Map (Exhibit 2). Density: The two lots would result in a density of 1.3 dwelling units per acre after the deduction of wetland and stream areas. Lot Dimensions: As demonstrated in the table below, all lots meet the requirements for minimum lot size, depth, and width. Lot 1 would be 5,729 sf which is allowed per RMC 4-2- llOA for small lot cluster development. Small lot clusters of up to a maximum of fifty (50) lots are allowed within the R-4 zone, when at least thirty percent (30%) of the site is permanently set aside as "significant open space." Such open space shall be situated to act as a visual buffer between small lot clusters and other development in the zone. All portions of a site that are not dedicated to platted single family lots or a dedicated right-of-way shall be set in a separate tract and/or tracts to preserve existing viable stands of trees or other native vegetation. Such tracts shall be shown and recorded on the face of the plat to be preserved in perpetuity. Such tracts may be included in contiguous open space for the purposes of qualifying for small lot clustered development. Where trees are removed, they shall be replaced in accordance with RMC 4-4-130H. As proposed, the short plat meets the requirements of RMC 4-2-llOA as 85% (84,883 sf )of the gross site area (98,936 sf) is being retained as permanent critical areas open space and contained within Tract A. Proposed Lot 2 would be 8,324 sf and would contain the existing home. This lot would meet the minimum size requirements of the R-4 Zone. Both lots would meet the minimum width and depth of the R-4 Zone as shown in the table below. As PrDQOSed Lot Size Width DeQ.th 8,000 SF minimum 70 feet required 80 feet required *except for small lot (interior Jots) *except for small lot cluster development •except for small lot cluster development which may be developed cluster development which may be developed at R-8 standards at R-8 standards of 65 which may be developed of 5,000SF. at R-8 standards of 50 feet. feet for interior lots. Lot 1 5,729SF * 70feet 86.Sfeet Lot 2 B,324SF 95feet BB Feet Tract A 84,833SF N/A N/A Setbacks: Front-The minimum front yard setback in the R-4 zone is 30 feet, except for small lot clusters, where R-8 standards are permitted, allowing for a 15-foot front yard setback for the primary structure. The existing home on Lot 2 has a setback of 22 feet from the front ERC & SHPL Report City of Renton Department of Community & Et,.,.,omic Development ROMAN SHORT PLAT Report of February 24, 2014 £RC and Au,,,mistrative Short Plat Rl?port & Decision LUA13-000975, SHPl·A, ECF, MOD Page 14 of 25 proper;ty line. There is sufficient space on Lot 1 to meet the minimum front yard setback of the R-4 Zone as reduced through the small lot cluster provision. However, any garage that accesses from the street should be set back a minimum of 20 feet, in order to prevent vehicles from overhanging the property line or sidewalk. Staff will recommend this as a condition of approval of the short plat. Side/Rear -The minimum side yard setback in the R-4 Zone is 5 feet; and the minimum rear yard is 25 feet, except for small lot clusters, where R-8 standards are permitted. Both lots would meet the minimum 5-foot side yard setback. The existing home on Lot 2 would have a 20-foot rear yard setback, and would meet the rear yard setback of the R-8 Zone as allowed for small lot clusters. Lot 1 would also be subject to a 20-foot rear yard setback per the small lot cluster allowance. Building Standards: The R-4 zone permits one dwelling with one accessory dwelling unit 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. An existing shed is located in the southwest portion of the property west of Kennydale Creek and within the wetland mosaic area. The shed would be located on Tract A, and would no longer be associated with a primary structure. Therefore, staff recommends as a condition of approval that the shed be removed prior to recording of the short plat. If the shed requires a demolition permit in order to be removed, then the permit shall be obtained by the applicant, the shed demolished or removed, and a final inspection conducted prior to recording of the short plat. Height-The maximum building height in the R-4 zone is 30 feet. Building height is based on the measurement of the vertical distance from the grade plane to the average height of the roof surface. The grade plane is the average of existing ground level adjoining the building at exterior walls. Where the finished ground level slopes away from the exterior walls, the reference plane shall be established by the lowest points within the area between the building and the lot line, or where the lot line is more than 6 feet from the building, between the building and a point 6 feet from the building. The existing home complies with height requirements of the R-4 Zone. Building elevations for Lot 1, which would be used to determine building height will be submitted for building permit review, and the height will be evaluated per Code requirements at that time. Building Coverage -The maximum building coverage in the R-4 zone is 35 percent or 2,500 feet, whichever is greater. Building coverage for Lot 2 is 28% based on a 2,350 sf home as described in King County Assessor's Records and information provided on the Master Application. For the 5,729 sf Lot 1, the maximum building coverage would be limited to 2,500 sf and would be verified at the time of building permit review. For the 8,324 sf Lot 1, building coverage would be limited to 2,913 sf. According to information received from the project surveyor, the existing home is actually 2,662 sf in area, which equates to 32% lot coverage. No additional structures would be permitted on Lot 2. Impervious Coverage -The maximum allowed impervious surface area in the R-4 Zone is 55% percent. Therefore, Lot 1 at 5,729 sf would be allowed to have up to 3,151 sf of impervious cover. Lot 2 at 8,324 sf would be allowed to cover 4,578 sf with impervious surfaces. The existing development on Lot 2 appears to exceed this threshold. There are large paved areas ERC & SHPL Report City of Renton Department of Community & fa..,,,omic Development ROMAN SHORT PLAT Report of February 24, 2014 ERC and Au111inistrative Short Plat Report & Decision LUA13-000975, SHPL-A, ECF, MOD Page 15 of 25 including a driveway apron, side yard paved parking area on the North, and a paved patio on the east side of the house, and the building roof area. Rough calculations indicate that approximately 5,400 sf is impervious. This is an existing situation and the process of subdividing the land and creating a Critical Areas Tract results in the excess impervious cover. In order to allow for the creation of the Critical Areas Tract at the size and scale proposed, staff is willing to acceptthe amount of impervious surface on Lot 2, provided each lot has a fractional interest in the ownership and maintenance responsibility of the Critical Areas Tract. In this way, the general lack of impervious surface on nearly two acres of the site would off-set the existing impervious surface on future Lot 2. Therefore, no additional variance is needed. c) Community Assets Site Landscaping -Landscaping is required for all subdivisions, including short plats. A detailed landscape plan must be approved prior to issuance of street or utility construction permits. Ten feet (10') of on-site landscaping is required along all public street frontages, with the exception of areas for required walkways and driveways. Two trees are required in the front yard of each lot if street trees are not provided. The Conceptual Landscape Plan (Exhibit 4) indicates that 5 feet of landscaping will be provided, and will consist of St. John's Wort (Hypericum ascyron) groundcover and 2-gallon White Rock (Cistus albidus) in the planting area. The Landscape Plan also indicates that two street or front yard trees will be planted for each lot and that these trees will be a minimum of 1-1/2" caliper Trident Maple (Acer buerernum) or other approved tree. Staff recommends that the applicant be required to revise the Landscape Plan to show a minimum of 10 feet of landscaping on the property along.Jones Ave NE both in addition to the 5-foot area shown on the Conceptual Landscape Plan. The landscaping shall consist of trees, shrubs and groundcover, consistent with RMC4-4-070. Tree Retention -Existing trees shall be retained where feasible. RMC 4-4-130 requires 30 percent of trees to be retained. If the required number of trees cannot be retained, they must be replaced according to RMC 4-4-130H. The applicant provided a Tree Retention Worksheet that indicates 86 trees are present on the site and that 59 trees are located in critical areas and buffers. City Code requires that a minimum of 8 of the 27 trees be retained. The Tree Retention Plan indicates that 9 of these trees would be retained. However, this form contradicts the narrative provided by the applicant, and the Conceptual Drainage Control, Tree Cutting/Inventory, Generalized Utility & Grading Plan, (Exhibit 16), and the Conceptual Landscape Plan (Exhibit 4) which all indicate that no trees will be removed. Additionally, this drawing was prepared prior to the determination that Kennydale Creek is a Class 3 stream, requiring a larger buffer, and the preparation of the Buffer Averaging and Mitigation Plan (Exhibit 14) which includes existing trees in buffer replacement and enhancement areas. Therefore, all existing trees will be required to be retained on the site, unless determined on a case-by-case basis to be eligible for removal per City Code. Compliance with Subdivision Regulations Streets: Each lot must have access to a public street or road. Access may be by private access easement street per the requirements of the street standards. The new lots would be accessed, as is the existing structure, from Jones Ave NE. Jones Ave NE is a two-lane, paved residential access road street. The right-of-way width is 60 feet fronting the site. There is a new 6-foot wide sidewalk along the east side of Jones Ave NE ERC & SHPL Report City of Renton Department of Community & 1. ,omic Development £RC and ,-..-,flinistrative Short Plat Report & Decision LUA13-000975, SHPL·A, ECF, MOO ROMAN SHORT PLAT Report of February 24, 2014 Page 16 of 25 fronting the site. The project proponent submitted a waiver request for frontage improvements (Exhibit 13). Street standards would require an 8-foot landscaped strip and 6- foot wide sidewalk. The applicant is proposing to provide a 5-foot wide landscape strip within the right-of-way, and this would be planted with White Rock Rose and St. John's Wort, plus a total of two 1-1/2" caliper Trident Maple trees. However, because the street frontage improvements have recently been completed and match the surrounding area, no further constructed street improvements are required at this time. The maximum width of single loaded garage driveway shall not exceed nine feet (9') and double-loaded garage driveway shall not exceed sixteen feet (16'). The existing curb-cut and driveway exceed this; however, no changes are required for the existing home. Curb cuts for the new home on Lot 1 will be verified at the time of building permit. Street lighting is not required for this short plat. Blocks: No blocks are being created as part of this short plat Lots: The two lots would meet the principles of acceptability for a short plat as stated in RMC 4-7-070 B. Each lot would be a legal building site; access to a public road would be created to each legal building lot. The Critical Areas Tract would not have a separate access. The two-lot short plat is the maximum permitted on this 2.27 acre site due to physical characteristics including a stream and wetlands that constrain development on the site. Finally, adequate provision is being made for drainage and utility connections. d} Compliance with Residential Design Standards Residential Design and Open Space Standards (RMC 4-2-115) implement policies established in the Land Use and Community Design Elements of the Comprehensive Plan. The Residential Design Standards also would mitigate impacts of the proposed clustering the residential units. Compliance with Residential Design Standards, as applicable in the Residential 4 Zone and listed below shall be demonstrated prior issuance of building permits for a new home on Lot 1. No changes to the existing home on Lot 2 are contemplated with this proposal. Future renovations or additions, or a new home on Lot 2 would trigger compliance with applicable regulations. Lot Configuration: Not applicable. Standards apply to subdivisions of 4 or more 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 2. Located so the roof extends at least 5 feet (excluding eaves) beyond the front of the garage for at least the width of the garage, plus the porch/stoop area, or 3. Sized so that it represents no greater than 50 percent of the width of the front fa~ade at ground level, or 4. Detached. The portion of the garage wider than 26 feet across the front shall be set back at least 2 feet. These standards apply to the new lot (Lot 1). Building plans, which would be used to determine visual impact of garages, have not been submitted for Lot 1. They would be submitted for building permit review. ERC & SHPL Report City of Renton Department of Community & h ... ,,omic Development ROMAN SHORT PLAT £RC and Au,,1inistrative Short Plat Report & Decision LUAlJ-000975, SHPL-A; ECF, MOD Report of February 24, 2014 Page 17 of 25 Primary Entry: Entrances to houses shall be a focal point and allow space for social interaction. One of the following is required: 1. Stoop: minimum 4 feet by 6 feet and 12 inches above grade, or 2. Porch: minimum 5 feet deep and 12 inches above grade. 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. Fa~ade Modulation: Buildings shall not have monotonous facades along public areas. One of the following is required: 1. An offset of at least one story that is at least 10 feet wide and 2 feet in depth on fa~ades visible from the street, or 2. At least a 2-foot offset of second story from first story on one street-facing fa~ade. Building designs, which would be used to evaluate design of fafades, have not been submitted yet. They would be submitted for building permit review. Windows and Doors: Windows and front doors are an integral part of the architectural character of a house. Windows and doors shall constitute 25 percent of all fa~ades facing street frontage. Building designs, which would be used to evaluate design of windows and doors, have not been submitted yet. They would be submitted for building permit review. Scale, Bulk, and Character: Neighborhoods shall have a variety of home sizes and character. Abutting houses shall have differing architectural elevations. Building designs, which would be used to evaluate scale, bulk, and character of structures, have not been submitted yet. They would be submitted for building permit review. Roofs: Roof forms and profiles are an important architectural component. One of the following is required: 1. Hip or gabled roof with at least a 6:12 pitch for the prominent form of the roof (dormers, etc., may have lesser pitch, or 2. Shed roof. Building designs, which would be used to evaluate roof forms, have not been submitted yet. They would be submitted for building permit review. Eaves: Eaves and overhangs act as unifying elements in the architectural character of a house. Both of the following are required: 1. Eaves projecting from the roof of the entire building at least 12 inches with horizontal fascia or fascia gutter at least 5 inches deep on the face of all eaves, and 2. Rakes on gable ends must extend a minimum of 2 inches from the surface of exterior siding materials. Building designs, which would be used to evaluate design of eaves and overhangs, have not been submitted yet. They would be submitted for building permit review. Architectural Detailing: Architectural detailing contributes to the visual appeal of a house and the community. If one siding material is used on any side of the dwelling that is two stories or greater in height, a horizontal band that measures at least 8 inches is required between the first and second ERC & SHPL Report City of Renton Department of Community & 1: .. ,.,i1omic Development ROMAN SHORT PLAT Report of February 24, 2014 story. Also, one of the following is required: ERC and Awninistrative Short Plat Report & Decision WA13-000975, SHPL-A, ECF, MOD Page 18 of 25 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. 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). e) Reasonableness of Proposed Boundaries Access: A new driveway from Jones Ave NE would serve Lot 1. Lot 2 would continue to be accessed from Jones Ave NE. Topography: The site is relatively flat, sloping toward Kennydale Creek no more than 3% from the west and 3% from the east. Relationship to Existing Uses: Surrounding development is detached single family residential. The proposal would be in harmony with the existing uses. f) Availability and Impact on Public Services (Timeliness) Police and Fire: Service would be provided by the Renton Police Department. The Renton Police Department has commented that the proposed project would have probable minor impacts. Sufficient resources exist to furnish services to the proposed development, subject to the condition that the applicant provides Code required improvements and fees. Fire Department apparatus access roadways appear adequate. The fire flow requirement for a single-family residence is minimum 1,000 gallons per minute (gpm) for structures up to 3,600 sf (including any 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. Adequate fire flow is available at this location. ERC & SHPL Report City of Renton Department of Community & b ... ,A1omic Development ROMAN SHORT PLAT Report of February 24, 2014 ERC and Auministrative Short Plat Report & Decision LUAlJ-000975, SHPL-A, ECF, MOO Page 19 of 25 Fire Impact Fees.shall be paid prior to issuance of building permits. This fee for 2014 is assessed at $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. Schools: The Renton School District has indicated that they have capacity to accommodate students anticipated from this development. Students would attend Kennydale Elementary, McKnight Middle School and Hazen High School. A School Impact Fee would be collected on behalf of the Renton School District for the new residence at the time of building permit issuance. The fee in 2014 is $6,395.00. Parks: Although there would be no significant impacts to the City of Renton Park System anticipated from the proposed project, a Park Impact Fee is required of all new residential development. The _Park Impact Fee in 2014 is $963.01 per new residence and is paid at the time of building permit issuance. Storm Water: The proposal is subject to Appendix C, Small Site Drainage Review. Individual lot BM P's will be required for each lot. The Surface Water System Development Fee is $1,128.00 per new lot and is payable prior to the issuance of the construction permit. Credit will be given for the existing home. Water: City of Renton serves the site with water. Separate water meters are required to be provided to each new lot. System development fees for water are based on the size of the new domestic water meters that will serve the new homes on each new lot. The fee for a %-inch or 1-inch water meter installed is $2,809.00. The fee for a 1-inch meter installed by the City is $3,310.00. Credit will be given for the existing home. The fee for a %-inch meter installed by the City is $3,075.00. All new construction must have a fire hydrant capable of delivering a minimum of 1,000 gpm and must be located within 300 feet of the structures. Sanitary Sewer: Sanitary Sewer service is provided by City of Renton. A separate side sewer stub shall be provided to each new lot. Side sewers shall be a minimum 2% slope. The system development charge (SDC) for sewer is based on the size of the domestic meter size. Sewer fees for a'%'' meter or 1-inch meter is $2,033.00 per new single-family lot. This is payable at the time the utility construction permit is issued. Credit will be given to the existing home connected to sewer. This parcel is subject to two Special Assessment Districts (SAD). The fee for NE 20th & Jones Ave SAD is based on square footage. The rate is site square footage x a rate of $0.27926559 plus interest. West Kennydale SAD is based on a rate of# new lots x $1,050. Payment of these fees will be required prior to issuance of utility construction permit. Transportation: Impacts to the city transportation system are expected due to increased vehicle trips to and from the proposed project. In 2014, traffic impact fees are charged at the rate of $1,430.72 per single family permit and are due at the time of building permit issuance. D. FINDINGS/CONCLUSIONS: Having reviewed the written record in the matter, the City now enters the following: 1. Request: The applicant requests approval of a two-lot short plat and one Critical Areas tract in the R-8 Zone, for APN 334390-3203 located at 2120 Jones Ave NE in the Kennydale neighborhood. The ERC & SHPL Report City of Renton Department of Community & t ... .,,,,omic Development ROMAN SHORT PLAT Report of February 24, 2014 ERC and Awninistrotive Short Plat Report & Decision LUA13-000975, SHPL-A, ECF, MOD Page 20 of 25 site contains three Category 3 wetlands and a Class 3 stream, Kennydale Creek. No trees would be removed, and no grading is anticipated to create the additional lot and tract. 2. Application: The property is currently owned by Dimitru and Adriana Roman. The applicant was deemed complete on June 27, 2013 and a comment period commenced on that day and concluded on July 111h. Comments were received from the public. The project application was placed "On- Hold" on July 15, 2013, pending receipt of additional information. The project was taken "Off- Hold" on January 27, 2014. The project complies with the 120-day review requirement. 3. Environmental Review. Due to the presence of a stream and wetlands, SEPA Environmental Review was conducted on February 24, 2014. A Determination of Non-Significance -Mitigated (DNS-M) was issued, with a 14-day appeal period commencing upon publication on February 28, 2014. 4. Comprehensive Plan: The site is designated Residential Low Density (RLD) in the City of Renton Comprehensive Plan. The project furthers the objectives and policies of the RLD section of the Land Use Element of the Comprehensive Plan. 5. Zoning: The subject site is located in the Residential 4 Dwelling Units per Acre (R-4) zoning designation and complies with the zoning and development standards established with this designation provided the applicant complies with City Code and conditions of approval. 6. Subdivision Regulations: The project as proposed would meet the requirements of RMC 4-7 Subdivision Regulations as established by City Code and state law provided all advisory notes and conditions are complied with. 7. Existing Land Uses: The site has a 2,662 sf single family residence and a freestanding shed on a 2.27 acre lot that includes three Category 3 wetlands and a Class 3 stream. The wetlands require a 25- foot buffer, and the creek requires a 75-foot buffer which can be reduced through buffer-averaging to 37.5 feet. The applicant has designed the project to utilize stream buffer averaging to a minimum of 37 .5 feet on the west side of the stream, buffer enhancement, and buffer replacement. The existing 2,662 sf house would be retained on Lot 2, and the existing shed would be removed. 8. Setbacks: The R-4 Zone allows for the use of R-8 setbacks when small lot cluster development is utilized. The applicant intends to cluster the lots away from the wetland and stream and provide a large Critical Areas Tract. R-8 setbacks for the front, rear, and side yards are proposed. Staff is proposing to require a minimum 20-foot setback for any garages that access from the front yard. 9. Public Utilities System Development Charges: City of Renton serves the development with water, sanitary sewer and stormwater. Utility system development charges are as follows: Surface Water System Development Fee is $1,128.00 per new lot; Water System Development Fees are based on the size of the new domestic water meters that will serve the new homes on each new lot. The fee for a %-inch or 1-inch water meter installed is $2,809.00. Sanitary Sewer System Development Charges are based on the size of the domestic meter size. Sewer fees for a%" meter or 1-inch meter is $2,033.00 per new single-family lot. 10. Street Standards: The proposed . Roman short plat complies with the street standards as established by City Code as approved via modification (see Finding 11, below), provided the project complies with all advisory notes and conditions of approval contained herein. ERC & SHPL Report City of Renton Department of Community & hu,1omic Development ROMAN SHORT PLAT Report of February 24, 2014 ERC and Aun1inistrative Short Plat Report & Decision LUAH-000975, SHPL-A, ECF, MOD Page 21 of 25 11. Modification/Waiver: The applicant has requested a waiver/modification from street standards as existing curb, gutter, and sidewalk exist in the area. The waiver/modification is supported and approved provided the applicant install landscaping behind the sidewalk within the right-of-way as required per conditions of approval. 12. Safe Routes to Schools: There is a safe walking route to Kennydale Elementary School on existing sidewalks along Jones Ave NE. E. DECISION: The Roman Short Plat and Modification, File No. LUA13-000795, SHPL-A, ECF, MOD is approved subject ta the fol/awing conditions: 1. The applicant shall comply with the two Mitigation Measures required as part of the Determination of Non-Significance -Mitigated for the Roman Short Plat, dated February 24, 2013 (below). a. The applicant shall provide a revised Buffer Planting Plan (Exhibit 14 and 15, Figure 2 of the Revised Supplemental Stream Study for Roman Short Plat, dated December 23, 2013) correcting the location of the split-rail fence to be west of the NGPE on Lot 2. The plantings, fence and sign age are required to be installed prior to the recording of the short plat. b. The applicant shall follow the recommendations contained in the Geotechnical Evaluation (Exhibit 10, prepared by Geospectrum Consultants and Earth Sciences, dated April 5, 2013) during site and building construction. 2. Any garage accessing from Jones Ave NE should be set back a minimum of 20 feet from the front property line, in order to prevent vehicles from overhanging the property line or sidewalk. This condition shall be reflected as a note on the face of the short plat. 3. The existing shed located in the southwest quarter of the site shall be removed prior to recording of the short plat. If the shed requires a demolition permit in order to be removed, then the permit shall be obtained by the applicant, and a final inspection conducted prior to recording of the short plat. 4. The applicant shall create and record a Native Growth Protection Area Easement for the area contained within the stream buffer, located on Lot 2, or provide language on the face of the short plat which accomplishes the same purpose. This area is approximately 327 square feet, and must be protected with the split rail fence installed to delineate and distinguish the remainder of the stream and wetland buffer on the west side of the property. Split-rail fencing and sign age must be installed prior to recording of the short plat. 5. The applicant shall record a Native Growth Protection Area Easement over the Critical Areas Tract (Tract A). Each owner of Lots 1 and 2 shall have a fractional interest in the Critical Areas Tract in order to protect the site in perpetuity. 6. All existing trees will be required to be retained on the site, unless determined on a case-by-case basis to be eligible for removal per City Code. 7. The applicant shall submit a revised the Landscape Plan showing a minimum of 10 feet of landscaping on the property along Jones Ave NE both in addition to the 5-foot area shown on the Conceptual Landscape Plan. The landscaping shall consist of trees, shrubs and groundcover, consistent with RMC4-4-070. The plan shall be submitted for review prior to the granting of a ERC & SHPL Report City of Renton Department of Community & Ec.u11omic Development ROMAN SHORT PLAT Report of February 24, 2014 ERC and Av-:-/linistrative Short Plat Report & Decision LUA13·00097S, SHPL·A, ECF, MOD Page 22 of 25 construction permit for on-site utilities. Planting for Lot 2 shall occur prior to the recording of the short plat. Planting for Lot 1 shall be accomplished prior to the final inspection of any building permit granted for Lot 1. DECISION ON LAND USE ACTION: SIGNATURE: C.E. "Chip" Vincent, Administrator Department of Community & Economic Development TRANSMITTED this 27'" day of February 2014 to the Contact/Applicant/Owner(s): Contact: Tom Redding Encompass Engineering and Surveying 165 NE Juniper Street, Suite 201 Issaquah, WA 98027 Applicant: Dimitru and Adriana Roman 2120 Jones Avenue NE Renton, WA 98056 TRANSMITTED this 27th day of February 2014 to the Party(ies) of Record: Maggie Liming 2109 Kennewick Place NE Renton, WA 98056 Karen Wolter Muckleshoot Indian Tribe Fisheries Div. 39015 172"d Ave SE Auburn, WA 98092 Terry Dutro 10711 SE 30'" Street Bellevue, WA 98004 TRANSMITTED this 27th day of February 2014 to the following: Neil Watts, Development Services Director Jennifer Henning, Planning Director Jan Conklin, Development Services Vanessa Dolbee, Current Planning Manager Steve lee, Development Engineer Manager Fire Marshal 2/2.r/1; Date 1 ' Owner(s): Same os Applicant Susan Rider Kennydale Critical Areas Alliance 1835 NE 20'" Street Renton, WA 98056 G. LAND USE ACTION APPEALS, REQUEST FOR RECONSIDERATION, & EXPIRATION The Environmental Determination and the Administrative Short Plat Review decisions will become final if the decisions are not appealed within the 14-day appeal period {RCW 43.21.C.075{3); WAC 197-11-680). Environmental Determination A::,peal: Appeals of the environmental determination must be filed in writing to the Hearing Examiner on or before 5:00 p.m. on March 14, 2013. Administrative Short Plat Approval Appeal: Appeals of the administrative site development plan review decision must be filed in writing to the Hearing Examiner on or before 5:00 p.m. on March 14, 2013. ERC & SHPL Report. docx City of Renton Department of Community & Ecu11omic Development ROMAN SHORT PLAT Report of February 24, 2014 ERC and Acmimistrative Short Plat Report & Decision LUA13-000975, SHPL-A, ECF, MOD Page 23 of 25 APPEALS: The above land use decisions will become final if not appealed in writing together with the required fee to: Hearing Examiner, City of Renton, 1055 South Grady Way, Renton, WA 98057. RMC 4-8- 110 governs appeals to the Hearing Examiner and additional informatiori regarding the appeal process may be obtained from the City Clerk's Office, Renton City Hall -7th Floor, (425) 430-6510. RECONSIDERATION: Within 14 days of the decision date, any party may request that 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. EXPIRATION: The Administrative Short Plat approval 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. THE APPEARANCE OF FAIRNESS DOCTRINE: provides that no ex parte (private one-on-one) communications may occur concerning the land use decision. The Doctrine applies not only to the initial decision, but to Appeals to the Hearing Examiner as well. All communications after the .decision/approval date must be made in writing through the Hearing Examiner. All communications are public record and this permits all interested parties to know the contents of the communication and would allow them to openly rebut the evidence in writing. Any violation of this doctrine could result in the invalidation of the appeal by the Court. ADVISORY NOTES TO APPLICANT The following notes are supplemental information provided in conjunction with the administrative land use action. Because these notes are provided as information only, they a,re not subject to the appeal process for the land use actions. Planning: 1. RMC section 4-4-030.C.2 limits haul hours between 8:30 am to 3:30 pm, Monday through Friday unless otherwise approved by the Development Services Division. 2. Commercial, multi-family, new single family and other nonresidential construction activities shall be restricted to the hours between seven o'clock (7:00) a.m. and eight o'clock (8:00) p.m., Monday through Friday. Work on Saturdays shall be restricted to the hours between nine o'clock (9:00) a.m. and eight o'clock (8:00) p.m. No work shall be permitted on Sundays. 3. Within thirty (30) days of completion of grading work, the applicant shall hydroseed or plant an appropriate ground cover over any portion of the site that is graded or cleared of vegetation and where no further construction work will occur within ninety (90) days. Alternative measures such as mulch, sodding, or plastic covering as specified in the current King County Surface Water Management Design Manual as adopted by the City of Renton may be proposed between the dates of November 1st and March 31st of each year. The Development Services Division's approval of this work is required prior to final inspection and approval of the permit. 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. If any trees are within an area of disturbance during construction activities for site utilities or the new home, the applicant shall erect and maintain six foot (6') high chain link temporary construction fencing around the drip lines of all retained trees, or along the perimeter of a stand of retained trees. Placards shall be placed on fencing every fifty feet (SO') indicating the words, "NO TRESPASSING -Protected ERC & SHPL Report City of Renton Department of Community & r 1mic Development ROMAN SHORT PIAT Report of February 24, 2014 ERCand ·nistrative Short Plat Report & Decision LUA13-000975, SHPL-A, ECF, MOD Page 24 of 25 Trees" or on each side of the fencing if less than fifty feet (SO'). Site access to individually protected trees or groups of trees shall be fenced and signed. Individual trees shall be fenced on four (4) sides. In addition, the applicant shall provide supervision whenever equipment or trucks are moving near trees. 6. Kennydale Creek is a Class 3 stream through the property. City of Renton stream maps will be revised during the annual update to reflect the change in classification for the creek through this property. 7. Mitigation for the stream requires a surety device per RMC 4-3-0SOG; mitigation monitoring, demonstrating that the mitigation performs satisfactorily for a minimum of five (5) years after the enhancement has been completed. Streets/Transportation/Schools/Fire/Parks: 1. A waiver.from construction of street improvements has been requested by the project proponent. This waiver is granted, provided the applicant installs landscaping within the remaining right-of-way. 2. Transportation Impact fees of $1,430.72 per new dwelling unit will be assessed at the time of building permit for the new home. 3. School Impact fees of $6,395.00 per single-family residence will be assessed at the time of building permit for the new home. 4. Fire Impact fees of $479.28 per new single-family residence will be assessed at the time of building permit for the new home. 5. Parks Impact fees of $963.01 per new single-family residence will be assessed at the time of building permit for the new home. 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, submit three (3) copies of the drawings, two (2) copies of the drainage report, permit application, and an itemized cost of construction estimate and application fee at the counter on the sixth floor. 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. Technical Services: 1. Note the City of Renton land use action number and land record number, LUA13-000795 and LND-20- 0585, 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. 2. 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. 3. Provide short plat and lot closure calculations. 4. Note what was found when visiting the existing monuments. 5. Indicate what has been, or is to be, set at the corners of the proposed lots. 6. Note discrepancies between bearings and distances of record and those measured or calculated, if any. 7. The city will provide addresses for the proposed lots as soon as possible. Note said addresses on the final short plat drawing. 8. Do note encroachments, if any. 9. Do include a "LEGEND" block for the short plat drawing, detailing any symbols used thereon. 10. 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. 11. Note all easements, covenants and agreements of record on the drawing. 12. Note any relevant researched resources on the short plat submittal. 13. Note the plat name and lot and tract numbers of the adjoining properties or note as "Un platted". ERC & SHPL Report City of Renton Department of Community & r 'imic Development ROMAN SHORT PLAT Report of February 24, 2014 ERC and, ·'1istrative Short Plat Report & Decision WA13-000975, SHPL·A, ECF, MOD Page 25 of 25 14. Remove the building setback lines noted on the final short plat lots. Setbacks will be determined at the time that building permits are issued. 15. 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. 16. 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. 17. All vested owner(s) of the subject final short plat need to sign the final short plat drawing. Include notary blocks as needed. 18. Include a declaration block on the drawing, titled "OWNERS' DECLARATION" not "CERTIFICATION" or other. 19. Note that if there are easements, restrictive covenants or agreements to others (City of Renton, etc.) as part of this su.bdivision, they can be recorded concurrently with the final short plat. 20. The final short plat drawing and the associated document(s) are to be given to the Project Manager as a package. 21. 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. ERC & SHPL Report .---··-- ----· I_ .. ( __ _ ··--·-··"'. l-1 f :~J'~_i:_:~: ~fi~te i--··-·- I I ··--.. I --, ., ' . ' ·······-, ! r-t~'.::: :..1;::.-h -- '--'------'-'--'--' RM· UC-N2 ZONING MAP BOOK PW TECHNICAL SERVICES PRINTED ON 11/13/09 ................. -....... .-....... , --···-·-·"";, ...... .., ______ ,,, .. __ __ .. _ .. Qty __ ...,. -R4 I ..- l1'r----' -- 1-I _ fli~ J:~--,-j ~-1:L:j_:= :f-j-i .... =j -l ,--__, "---l ~:.::LJ .···-·-·1 -i,'-.1---I ---=--,____. E4 -08 T23N RSE E 1/2 _?10 V' 200 400 I Feet 1:4,800 IPJ, ·- 05 i . I I I i ... .ir_.r~·rr n··r-· "'~Pi ! R-8 j ::_~~-; : I I i ·----,-,--, ' !--' I I i : ·:-"-; Ttr 1~8 : 2 rt t ' . . , . L i (:al+ R-8 EXHIBIT 2 lN 3/1N3i\Y Nl:J!Jij38Y ~· . l•' >-J,C>g a. ~ .. !'-' ~ O'u < :r~~ :::, a >-~ ~ •'s~ ' ~z F ~;~~ • • ~ • 13 •'i" 5 ~a .,,·a' o~§~t; • 'js'' § .. ::iii 9 ~~;: ' " ;m, ll YlSliltNI :; ~z~ ,: ~~8 ui :>~.; "' ~ ....... 0 .,,. 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' • i i l ~~ Ii I a ~ I I ' I • ~ I ~ c 1 • I • ~-I I §~ I .~ z~ I ~' -~ ,. ·~ ~· I •! .. ~! -~ Is "' u z ., .I !EXHIBIT 3 -------------- :cs;:~~ 'a&llil"'i' Q i ~~~i z ,.e;f.!. d~~t • ; ~ !i g " i1 i i1 I "'!~! h,t ' ! • 0 ! ~ 1r:;..:;.. z " • ~ B 1:1 I f i ~ ~~ ~ ; i " ~ ~': ~ ' ' ,. ,, " X c, . ; . "" e Ill! ai ID 0 ' " ~ ~ ' e 'l) ..... ___ "'"'_'""'_ ~ (/) w I f- LL 0 z 0 ~ 0 a. , 3d'r::JS0Nlt1 1-P-nld3::JNO::J HOC·,.!Oml"'!•HIO•r N'rlWOH nlJl/Wna 1..n.~r.- -•·"t -, ...... ,, ...... _'I>• ........... .. ~-;:....,,. ... _,_ ... ,,, ........ -.. .... u, I 0 ,E; l,1 : C >, C I ii' Cu 'r .'!:! 0::: _( -_j (.) = .... :z ::, -, Altmann Oliver Associates, LLC L1rnadn11, \\'.\ !ISO!--J '"'. < rnkt' ( -t~:-,1 '.l:ti-F1iuJty ~0,f 'f{ettta1n · Planning Division JUN 1 9 2013 AOA Environmental Planning & La 11 else ape Architecture IR?~ t ~ aw~ /QJ WETLAND DELINEATION AND STANDARD STREAM STUDY REPORT ROMAN 2-LOT SHORT PLAT RENTON, WASHING TON Prepared For: Dumitru Roman 2120 Jones Ave. NE Renton, WA 98056 May 29, 2013 EXHIBIT 5 Altmann Oliver Associates, LLC l'O lk1x :,7:-; (~1n1atin11, \\'.-\ !)801-1 Ollit"l• (·J'.::"1) :-t\:\..l:"1:,:1 Fax (-l~:J,) :·tt\.··l:"10!1 En\'ironmcntal Planning& La 11 else ape Architecture WETLAND DELINEATION AND STANDARD STREAM STUDY REPORT ROMAN2-LOT SHORT PLAT RENTON, WASHINGTON Prepared For: Dumitru Roman 2120 Jones Ave. NE Renton, WA 98056 July 3, 2013 EXHIIBXT 6 >J<. p~~e I of , k.,\14l+i ~ ,~(, ref°* ~~l-c. ,~ -rw L ~4 USt-f;l,c, . t,L<A 1-,-0001'(,;. ( ( Technical Memorandum 10230 NE Points Drive Suite400 Kirkland, WA 98033 Phone (425) 8224446 Fax (425) 827-9577 To: Dmitru and Adriana Roman From: Jessica Redman, Wetland Scientist Kevin O'Brien, Ph.D., Senior Wildlife Biologist Copies: City of Renton Date: September 20, 2013 Subject: Stream and Site Assessment, Roman Property- City of Renton Project No.: 32335 Otak Inc. biologists were asked to provide a stream and site assessment on the property located at 2120 Jones Ave. NE in the City of Renton, King County, currently owned by Dumitru and Adriana Roman (Figure 1 ). Kennydale Creek, a stream system that drains . Otak biologists conducted their site visit on August 27, 2013, and were able to view the stream and an associated wetland on the subject parcel. Otak biologists also viewed additional segments of Kennydale Creek from public rights-of way upstream of Interstate 405 (l-405), including the intersections of:Jones Avenue NE near NE 24" Street; NE 24" Street near High Avenue NE; and the stream crossing on NE 20" Street. Kennydale Creek is currently categorized by the City as a Class 4 stream upstream of the I-405 crossing (including the subject parcel), and as a Class 3 stream downstream of the I-405 crossing. The City indicates the stream categorizations on their current interactive mapping software (http://rentonwa.gov/government/default.aspx?id=29886) and the stream maps depicted in the City ofRedmond Municipal Code (Figure 4-3-050Q4). Per the Renton Municipal Code (RMC 4-3- 050.L.1.a) Class 3 and 4 streams are defined as: Class 3: Class 3 waters are non-salmonid-bearing perennial waters during years of normal rainfall, and/or mapped on Figure Q4, Renton Water Class Map, as Class 3. (RMC 4-11- 160 defines perennial as "Waters which flow continuous!)?'). Class 4: Class 4 waters are non-salmonid-bearing intermittent waters during years of normal rainfall, and/ or mapped on Figure Q4, Renton Water Class Map, as Class 4. (RMC 4-11-090 defines intermittent as "A condition where water is not present in the channel year-round duringyears of normal or above normal rainfall'). !EXHIBIT 7/ K:\projcct\32300\32335\Rcports\32335_Roman_propcrty_tcch_mcmo.docx I Stream and Site Assessment, Roman Property-City of Renton Page 2 September 20, 2013 Numerous studies have been completed for different segments of Kennydale Creek. These studies include a stream assessment conducted by Jamie Glasgow of Wild Fish Conservancy on September 18, 2008 on segments of Kennydale Creek located upstream of I-405 (Wild Fish Conservancy · memorandum, September 23, 2008). Ms. Glasgow reported observing flow both upstream (near NE 20"' Street) and downstream (near NE 24"' Street) of the subject parcel in the autumn of 2008. Additional studies on upper Kennydale Creek include a stream assessment prepared by Carl Hadley of Cedarrock Consultants, Inc., dated February 17, 2006. Mr. Hadley reviewed the water type classification of upper Kennydale Creek, and recommended maintaining the Class 4 water classification of the stream. A 2013 report prepared by Altmann Oliver Associates LLC also identified Kennydale Creek on and in the vicinity of the Roman property as a Class 4 water. Otak biologists conducted a site visit at the end of August 2013, after a relatively dry summer. At that time, Kennydale Creek on the Roman property showed flow upstream and downstream of a ponded wetland on the property (Figures 2 and 3). The wetland was delineated and rated as a Category III wetland, per Washington Department of Ecology protocols for western Washington wetlands (Altmann Oliver Associates LLC, 2013). The upstream and downstream segments of Kennydale Creek on the subject property provided inflow and outflow to the wetland. Wetted width at the upstream end of the wetland was 2 feet at the time of the site visit; wetted depth was 0.25 feet. Stream dimensions measured at the upstream end of the wetland included a bankful width of 7 feet and a bankful depth of approximately 1 foot. Downstream of the wetland, the measured wetted width was 3.5 feet and measured wetted depth was 0.25 feet. Bankful width downstream of the wetland was measured at 6 feet, with a measured bankful depth of 1. 7 feet. The stream segments upstream and downstream of the wetland showed no vegetation in the channel; stream energy in the system appears to be sufficient to form and maintain channel mowhology. Substrate in the channel segments were dominated by fine materials, with a relatively small proportion of gravel noted as well. The wetland on the Roman property, located between the upstream and downstream property segments of Kennydale Creek, appeared to be comprised of a fine, silty substrate and contained 0.1-0.5 feet of water at the time of the site visit. Riparian vegetation on the site generally consisted of ah herbaceous layer of grass species, creeping buttercup (Ranunculus repens), and horsetail (Eqilisetum spp). An open tree canopy in the vicinity was comprised of black cottonwood (Populus balsamifera), willow (Salix spp), Lombardy poplar (Populus nigra), and fruit trees. Dominant vegetation associated with the wetland included reed canary grass (Phalaris arundinacea), cattail (Typha latifolia), and duckweed (Lemna minor). Other segments of the stream channel that we were able to view from public rights-of-way (both lip- and downstream of the subject parcel) contained flowing water and also generally lacked vegetation, indicating potentially higher velocity flows or impoundment. However, many of these segments K.:\project\32300\32335\Rcports\32335_Roman_propcrty_tech_mcmo.docx Stream and Site Assessment, Roman Property-City of Renton Page 3 September 20, 2013 were viewed at or near culvert inlets or outlets, which can influence stream flows, _and may not be representative of the stream's characteristics. While some portions ofKennydale Creek upstream ofl-405 may lack surface water flow during some portion of the year, based on previous investigations and hydrologic conditions that may vary spatially within the stream system, it appears that flow on the Roman property is perennial. The presence of the on-site wetland appears to serve as hydrologic reservoir, storing water throughout the year and providing a metered flow into the downstream portion of Kennydale Creek on the Roman property. The stream segments of Kennydale Creek on the Roman property would technically meet the criteria for consideration as a Class 3 stream system per RMC 4-3-050.L.1.a.iv. Per RMC RMC 4-3-050.L.5a, the buffer width for a Class 3 stream is 75 feet, measured landward from the ordinary high water mark. The City of Renton provides for buffer reductions for Class 3 streams to 50 feet (RMC 4-3-050.L.5c) in some cases, as well as a stipulation that buffer averaging- should it be possible-may reduce buffers for a Class 3 stream to 37.5 feet in places if the criteria for buffer averaging are met (RMC 4-3-050.L.5d). Finally, ·existing legal lots may receive a variance for construction of single family homes per RMC 4-9-250.B.1 if conditions for buffer reduction or averaging cannot be met. K:\project\32300\32335\Reports\32335_Roman_propc1ty_tcch_mcmo.docx Stream and Site As sessment, Roman Property-City of Renton Figure 1. Project Vicinity Map. K:\project\32300\32335\Rcpons\32335.Jloman....propeny_ccch_mcmo.doa Page4 September 20, 2 01 3 .. Stream and Site Assessment, Roman Property-City of Renton Page 6 September 20, 2013 Figure 3. View of Upstream Portion ofKennydale Creek on Property. Note flow in system. K: \projcct\32300\32335\Rcports\32335_Rom1ULpropcny_tcch-mcm o.docx Stream a nd Site Assessment, Roman Property-City of Renton Page 5 S eptember 20, 2 0 13 Figure 2. Stream Outlet and Property Wetland. View is towards downstream bridge. K: \projcct\32300\32335\Rcpons \3233S_Roman_propcrty_tcch_mcmo.docx Altmann Oliver Associates, LLC AOA l'O Box :'178 C;mia1io11. \\',.\ ~JSO 14 F;o, (·I~:,) :1:1:H:iO!I Environmental l!i~"iv Planning & Landscape Architecture October 30, 2013 Dumitru Roman · 2120 Jones Ave. NE Renton, WA 98056 AOA-4115 SUBJECT: Supplemental Stream Study for Roman Short Plat City of Renton File No. LUA13-00795 Dear Dumitru: 1.0 INTRODUCTION This report is the result of a wetland and stream study on a 2.27-acre site located in the City of Renton, Washington. As part of the current project the site would be subdivided into two lots. The purpose of this report is to: 1) describe and classify the wetlands and stream delineated on the property, 2) describe how the project meets the criteria for proposed stream buffer averaging, and 3) describe the stream buffer enhancement that will be conducted in conjunction with the buffer averaging. 2.0 GENERAL PROPERTY DESCRIPTION AND LAND USE The site consists of tax parcel 334390-3203 located at 2120 Jones Ave. NE in the City of Renton, Washington. It is found within the SW Y. of the NE Y. of ~ection 5, Township 23 North, Range 5 East, W.M. · The site is currently developed with your single-family residence and several associated out-buildings. The remainder of the property is undeveloped and consists of a mix of small forested areas, dense brush, and yard/orchard. Kennydale Creek drains from south to north through the central portion of the property. IEXIHIIIBI"f 8 Altmann Oliver Associates, LLC AOA PO Box :HS Can1:1tio11. W . .\ 9801-l. F;1x (-1~:),1 :trn--1:>on Environ111cntal December 23, 2013 Dumitru Roman 2120 Jones Ave. NE Renton, WA 98056 Planning & Landscape Architecture AOA-4115 SUBJECT: Revised Supplemental Stream Study for Roman Short Plat City of Renton File No. LUA13-00795 Dear Dumitru: 1.0 INTRODUCTION This report is the result of a wetland and stream study on a 2.27-acre site located in the City of Renton, Washington. As part of the current project the site would be subdivided into two Jots. The purpose of this report is to: 1) describe and classify the wetlands and stream delineated on the property, 2) describe how the project meets the criteria for proposed stream buffer averaging, and 3) describe the stream buffer enhancement that will be conducted in conjunction with the buffer averaging. 2.0 GENERAL PROPERTY DESCRIPTION AND LAND USE The site consists of tax parcel 334390-3203 located at 2120 Jones Ave. NE in the City of Renton, Washington. It is found within the SW Y. of the NEY. of Section 5, Township 23 North, Range 5 East, W.M. The site is currently developed with your single-family residence and several associated out-buildings. The remainder of the property is undeveloped and consists of a mix of small forested areas, dense brush, and yard/orchard. Kennydale Creek drains from south to north through the central portion of the property. !EXHIBIT 9 Dumitru Roman December 23, 2013 Page 2 3.0 METHODOLOGY On November 3, 2011 a wetland reconnaissance and delineation was conducted on the subject property utilizing the methodology outlined in the 1997 Washington State Wetlands Identification and Delineation Manual and the May 201 O Regional Supplement to the Corps of Engineers Wetland Delineation Manual: Western Mountains, Valleys, and Coast Region (Version 2.0). The ordinary high water (OHW) of both sides of Kennydale Creek was delineated during the November 2011 field investigation. Additional site reviews l,l(ere conducted on May 28, 2013 and in October and November 2013 to review current property conditions. 4.0RESULTS Kennydale Creek drains from south to north through the central portion of the property. In addition, a small pond (Wetland A) was delineated along the stream corridor to the east of the residence. A wetland mosaic (Areas B and C) was also delineated throughout the southern portion of the site. All of the wetland and stream boundaries were subsequently surveyed by Encompass Engineering & Surveying (Figure 1). Each of these critical areas is further described below. 4.1 Kennydale Creek Kennydale Creek on the site consists of a well-defined channel that appears to have been historically ditched. At the time of the delineation, vegetation along the riparian corridor consisted primarily of a strip of poplar (Populus sp.) and dense Himalayan blackberry (Rubus armeniacus) and hawthorne (Crataegus sp.) adjacent periodically mowed yard and orchard. Kennydale Creek has recently been determined to be a perennial stream and is now considered a Class 3 stream according to the City of Renton classification system. Class 3 streams require a 75-foot standard buffer. 4.2 Wetland A Wetland A consists of a historically excavated pond within the Kennydale Creek riparian corridor. At the time of the field investigations, the entire wetland contained several inches of ponding. Vegetation within the wetland consisted primarily of reed canarygrass (Phalaris arundinacea) with scattered water parsley (Oenanthe sarmentosa) and willow (Salix sp.) saplings. Black cottonwood (Populus trichocarpa),weeping willow (Salix babylonica), birch (Betula sp.), and red alder (A/nus rubra) were observed along the pond perimeter. Wetland A appears to meet the criteria for a Category 3 wetland and would require a 25-foot buffer per RMC 4-3-0SOM.6.c. Dumitru Roman December 23, 2013 Page 3 4.3 Wetland B/C Mosaic The southern portion of the site contains. a mosaic of wetland areas. The area appears to have been disturbed through historic clearing, grading, and likely stream channelization. At the time of the delineation, the eastern portion of the wetland mosaic (Area B) contained a mix of red alder, willow, Himalayan blackberry, lady fern (Athyrium filix-femina) and giant horsetail (Equisetum telmateia). The western portion of the mosaic (Area C) was dominated by creeping buttercup (Ranuncu/us repens). Both Wetland Areas B and C appear to meet the criteria for Category 3 wetlands and would require 25-foot buffers. 5.0 WETLAND/STREAM FUNCTIONS AND VALUES Wetlands, in general, provide many valuable ecological and social functions, including stormwater storage, water quality protection, groundwater recharge and discharge, and wildlife habitat. Although historically disturbed, the wetlands on the site do continue to provide many of these functions. The wetlands provide some limited stormwater storage areas that trap sediments and other pollutants. The trapping of sediments and pollutants within the wetlands helps maintain water quality in downstream areas. The wetlands may also provide further benefit to wildlife by releasing water slowly during the summer months, thereby contributing to the base flow of the stream. In addition to its hydrologic functions, the wetlands also provide biological functions. As components of the riparian corridor, the wetlands and stream provide habitat for a variety of wildlife species. Another biologic function of the wetlands is the transport of nutrients (via Kennydale Creek) to downstream areas. Nutrients transported to downstream areas provide biological support for fish and other aquatic wildlife. Although privately owned, the on-site wetlands do provide some limited cultural wetland functions as part of the overall open space associated with the Kennydale Creek riparian corridor. The wetlands also contains some passive recreational opportunities such as wildlife viewing. 6.0 HABITAT ASSESSMENT As part of the wetland and stream study, the WA Department of Fish and Wildlife's Priority Habitats and Species (PHS) database was reviewed. This database did not indicate the presence of any threatened, endangered, sensitive, monitored, or priority habitats or species on or adjacent to the property. While the site does likely provide habitat for a variety of birds, small mammals, reptiles, and amphibians typically found within suburban environments, no threatened, endangered, sensitive, monitored, or priority species were identified on or adjacent the site during the field investigations. Dumitru Roman December 23, 2013 Page4 As defined in RMC 4-11-030.C, Critical Habitat is an area associated with threatened, endangered, sensitive, monitored, or priority species of plants or wildlife and which, if altered, could reduce the likelihood that the species would maintain and reproduce over the long term. Since no critical habitat has been identified on the site, no Habitat Data Report is required. 7.0 PROPOSED PROJECT As part of the proposed 2-lot short-plat, a new lot would be created in the northwest portion of the site. It is anticipated that a future single-family residence would be constructed within the western portion of the lot adjacent Jones Ave. NE. This portion of the site currently consists of a periodically mowed lawn. In preparation of construction of this new residence, a stream buffer averaging and mitigation plan has been prepared (Figures 1 through 4). Stream Buffer Averaging Stream buffer averaging is allowed by the City of Renton if the following criteria are met: (a) The water body and associated riparian area contains variations in ecological sensitivity or them are existing physical improvements in or near the water body and associated riparian area; and The area of proposed buffer reduction currently consists of your existing residence and an adjacent lawn and this portion of the buffer 'does not currently provide any significant habitat or protection functions to the stream. The area of the proposed buffer replacement is much larger in size and most of the area is currently well vegetated. This buffer replacement would provide a larger habitat area on the eastern forested side of the stream. (b) Buffer width averaging will result in no net loss of stream/lake/riparian · ecological function; and Since the area of proposed buffer reduction does not currently provide any significant habitat or protection functions to the stream, there is no anticipated loss in ecological function or overall buffer area. Furthermore, implementation of the proposed buffer enhancement plan (see below) will significantly improve the plant species and structural diversity within the reduced buffer, thereby increasing the habitat value of the riparian corridor. The plantings and split-rail fence will also provide a visual and physical screen to the stream from the proposed and existing residences. (c) The total area contained within the buffer after averaging is no less than that contained within the required standard buffer width prior to averaging; and Dumitru Roman December 23, 2013 Page 5 Under the proposed buffer averaging plan, 5,374 s.f. of buffer area would be reduced and 17,954 s.f. of buffer area would be provided. The plan would therefore result in a net gain of 12,580 s.f. of buffer area. (d) The proposed buffer standard is based on consideration of the best available science as described in WAC 365-195-905; or where there is an absence of valid scientific information, the steps in RMC 4-9-250F are followed. The proposed buffer would not be reduced beyond 50% of the standard buffer and would be consistent with best available science. Implementation of the buffer averaging and enhancement plan would increase the functions and overall area of the stream buffer on the site over current conditions. 8.0 STREAM BUFFER ENHANCEMENT As part of the proposed stream buffer enhancement plan, the reduced buffer lawn area to the east of the existing and proposed residences would be planted with a variety of native tree and shrub species to increase the plant species and structural diversity of the buffer. These plantings and the split-rail fence would also provide a physical and visual screen to the stream from the residences and would significantly increase the habitat and protection functions of the buffer over current conditions. 8.1 Goal, Objectives, and Performance Standards for Enhancement Area The primary goal of the enhancement plan is to increase the value of the buffer over current conditions. To meet this goal, the following objectives and performance standards have been incorporated into the design of the plan: Objective A: Increase the structural and plant species diversity within the enhancement area. Performance Standard: Following every monitoring event for a period of at least five years, the enhancement area will contain at least 7 native plant species. In addition, there will be 100% survival of all woody planted species throughout the enhancement area at the end of the first year of planting. Following Year 1, success will be based on an 80% survival rate or areal cover of planted or recolonized native species of 15% at construction approval, 20% after Year 1, 30% after Year 2, 40% after Year 3, 50% after Year 4 and 60% after Year 5. Objective B: Limit the amount of invasive and exotic species within the enhancement area. Performance Standard: After construction and following every monitoring event for a period of at least five years, exotic and invasive plant species will be maintained at levels below 10% total cover in all planted areas. These species include, but are not limited to, Himalayan and evergreen blackberry, reed canarygrass, morning glory, Japanese knotweed, English ivy, thistle, and creeping nightshade. Dumitru Roman December 23, 2013 Page 6 8.2 Construction Management Prior to commencement of any work in the enhancement area, the clearing limits will be staked and any existing vegetation to be saved will be clearly marked. A pre- construction meeting will be held at the site to review and discuss all aspects of the project with the landscape contractor and the owner. A consultant will supervise plan implementation during construction to ensure that objectives and specifications of the enhancement plan are met. Any necessary significant modifications to the design that occur as a result of unforeseen site conditions will be jointly approved by the City of Renton and the consultant prior to their implementation. · 8.3 Monitoring Methodology The monitoring program will be conducted for a period of five years, with quarterly reports submitted during the first year and annual reports for Years 2 through 5. Based on the relatively small size of the enhancement area, the entire area will be reviewed and vegetation sampling plots will not be established. A record will be kept of all plant species found. Vegetation will be recorded on the basis of relative percent cover of the dominant species within the vegetative strata. Photo-points will be established from which photographs will be taken throughout the monitoring period. These photographs will document general appearance and progress in plant community establishment in the enhancement area. Review of the photos over time will provide a visual representation of success of the enhancement plan. 8.4 Maintenance Plan · Maintenance will be conducted on a routine, year round basis. Additional maintenance needs will be identified and addressed following periodic maintenance · reviews. Contingency measures and remedial action on the site shall be implemented on an as-needed basis at the direction of the consultant or the owner. Routine removal and control of non-native and other invasive plants (e.g., Himalayan and evergreen blackberry, Scot's broom, reed canarygrass, Japanese knotweed, English ivy, morning glory, thistle, clematis, and creeping nightshade) shall be performed by manual means. Undesirable and weedy exotic plant species shall be maintained at levels below 10% total cover within any given stratum at any time during the five-year monitoring period. Routine maintenance of planted trees shall be performed. Measures include resetting plants to proper grades and upright positions. Tall grasses and other competitive weeds shall be weeded at the base of plants to prevent engulfment. Woody plants shall only be pruned at the direction of the consultant or to remove pest infestations. Dumitru Roman December 23, 2013 Page 7 8.5 Contingency Plan All dead plants will be replaced with the same species or an approved substitute species that meets the goal of the enhancement plan. Plant material shall meet the same specifications as originally-installed material. Replanting will not occur until after reason for failure has been identified (e.g., moisture regime, poor plant stock, disease, shade/sun conditions, wildlife damage, etc.). Replanting shall be completed under the direction of the consultant, City of Renton, or the owner. 8.6 As-Built Plan Following completion of construction activities, an as-built plan for the enhancement area will be provided to the City of Renton. The plan will identify and describe any changes in relation to the original approved plan. If you have any questions, please give me a call. Sincerely, ALTMANN OLIVER ASSOCIATES, LLC John Altmann Ecologist ""- u] z w -r-1g I " ~ I. '1~ 1 C; l\gLr_ --} 0 \ r ' ·,_ , .• 11 \ '·. ~;....._ ~ ' ~11 ' --._i[l 'I ----Le, I ...., ::::::: :::: \ I \ I ' , HS8'09'49"E 2!.5.l4_ / ~--' _______ ::_ ' ' I ' ' r-----------, ' ORDINARY HIGH HATER OF KENNYDALE GREEK GLASS 3 STREAM 15' BUFFER ' l -~•~·u1UI..~ / ' ' ! ;: PLAN LEGEND --------PROPERTY LINE -···-···-···-ORDINARY HIGH HATER OF KENNYDALE GREEK ~:. · .. · _ ·. ·. •. '. 1 EXISTING HETLAND ------------STANDARD HETLAND/STREAM BUFFER -·-------PROPOSED AVERAGED STREAM 6.JFFER --0----0------0 SPLIT-RAIL FENGE HITH NGPA S16NS IMPAC.T LEGEND j·r~.'?.,,_(1';l1i:-l~;n;~,,t,;1 BUFFER REDIJG TJON MITIGATION LEGEND @z«x>;,_':\@yj BUFFER REPLACEMENT [-/,/fl/1,;'./ffij BUFFER ENHANGEHENT GRAPHIC. 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"' z u--,: r . -' Cl Q_ Cl <Jl in z--< I-=> z-' :S 1-·z Q_ < Cl O'. i[ tn ti: 1-Z LL O'. I iii Cl 'll .crix ~~is ijl f 1z ii: i's g/ ~ I .., ' ..,; j ~ i ·g i O I < - .~ i5 j < t; -st PLANT SCHEDULE 3!!.. '-!J rn TREES c;r-- SGIENTIFlG NAME SIZE (MINJ w "' KEY COMMON NAME · DENSITY QTY NOTES I-- AGER MAGROPHYLLUM Cl "'e AM BIG LEAF MAPLE C.,' 0.G. 15 2 6AL. SINGLE TRUNK, WELL BRANCHED I: ~z l'.:~5! PM PSEUDOTSUGA MENZIESII DCXJ6LAS FIR q• O.G. 16 ,2 GAL. FULL 4 BUSHY l;l~ ;:lN:l w THUJA PLIGATA HESTERN RED CEDAR q• O.G. II> 2 6AL. FULL 4 BUSHY SHRUBS KEY SGIENTIF!G NAME GOMHON NAME DENSITY QTY SIZE (MINJ NOTES RS RIBES SAN6UINEUM RED CURRANT b' 0.G. 11 . I GAL. MUL Tl-GANE (3 MIN) R ROSA NUTKANA NOOTKA ROSE b' O.G. 61 I GAL. MJL Tl-GANE (3 MIN.) s 5YMPHOR1GARP0S ALBUS SNOHBERRY b' O.G. 64 l GAL. MUL Tl-GANE (3 MIN) "' z Cl ;:: < " CUTTINGS ii: KEY SGIENTIFIG NAME COMMON NAME DENSITY QTY SIZE (MlNJ NOTES "'" WO- C. GORNUS SERIGEA RED-OSIER DOGHOOD b' O.G. 51 4' GUTT!N6 1/2" DIA. MIN., BARK INTACT 3\5 H SALIX SITGHENSIS SITKA HILLOH b' O.G. 51 4' GUTTING 1/2" DIA. M!N., BARK INTACT ~ 'i' NOTE V'IILLOVII QUANTITIES BASE ON 3 CUTTINGS PER SYMBOL w!') -'< is 3 w . I 1-Z SPEGIFIGATIONS :il<O -' I- I. ALL PLANTS SHOULD BE INSTALLED BETHEEN DECEMBER 1ST AND MARGH 15TH, JF POSSIBLE. I-Q. \!l z I-~ 2. PRIOR TO INSTALLATION OF PLANT MATERIAL, ALL NON-NATIVE VE6ETATION HJTHIN THE ENHANCEMENT AREA SHALL BE GRUBBED (ROOTS AND < ll' Ji GANE.SJ BY HAND OR VIA A SMALL B08GAT. THESE PLANTS INCLUDE: HIMALAYAN AND EVERGREEN BLACKBERRY, ENGLISH HOLLY, ENGLISH IVY, ii'~< REED CANARYGRASS, THISTLE, JAPANESE KNOTV'IEED, NIGHTSHADE, :SCOT'S BROOM, PURPLE L005ESTRIFE AND HED6E BINDWEED. .. \fl:{ 3. ALL PLANTS SHALL BE PIT-PLANTED IN PLANTING -PITS EXCAVATED 2X THE DIAMETER OF THE PLANT. PITS SHALL BE BACKFILLED HITH A 30/10 ;~is MIX Of PACIFIC GARDEN MULCH (PGM) TO NATIVE SOIL. PITS SHALL BE AMENDED HITH A HYDRATED SOIL POLYMER (INSTALLED AT RATES PER MANUFACTURER'S SPECIFICATION). PLANTS SHALL BE INSTALLED 2" HIGH AND SURFACED MULCHED TO A DEPTH OF 2• HITH MEDlUM-COJRSE BARK (il x 'z MULCH PLACED CONTINUOJSL Y THROUGHOUT THE PLANTING BED. ii: is ili 4. ALL PLANTS SHALL BE NURSERY GROHN (IN H. HA OR OR) FOR AT LEAST I YEAR FROM PURCHASE DATE, FREE FROM DISEASE OR PESTS, - HELL-ROOTED, BUT NOT ROOT-BOJND AND TRUE TO SPECIES. 5. PLANT LAYOUT SHALL BE APPROVED BY AOA PRIOR TO INSTALLATION AND APPROVED UPON COMPLETION OF PLANTING. • 6. UPON APPROVAL OF PLANTING INSTALLATION BY AOA, THE CITY OF RENTON HILL BE NOTIFIED TO CONDUCT A SITE REVJEH FOR FINAL APPROVAL ~ IHI OF CONSTRUCTION. 1. ALL PLANTS SHALL BE HAND-HATERED OR ~TERED VIA A TEMPORARY IRRIGATION SYSTEM. V'IATE'RING SHOULD OCCUR THICE-HEEKLY JJNE 15-0GTOBER 31 THE FIRST YEAR AFTER PLANTING AND ONGE WEEKLY JULY I-OCTOBER I THE"SEGOND YEAR AFTER PLANTIN6. FLOH SHOULD u I OCCUR AT A RATE OF 112• OF V'IATER DURING EAGH HATERING EVENT, ENSURING COMPLETE SATURATION OF THE ROOT ZONE. .., ' B. MAINTENANCE SHALL BE IMPLEMENTED ON A REGULAR BASIS ACCORDING TO THE SCHEDULE BELOH. .., ! . ' ANNUAL MAINTENANCE SCHEDULE .~ I g ! MAINTENANCE ITEM j F M A M j j A 5 0 N D ~ I V'IEED CONTROL I I I I I I I I I .~ i GENERAL MAINT. I I I I I I I I I I I I a ; HA TERI NG -YEAR 1 4 I> I> I> 4 2 l V'IATERJNG -YEAR 2 4 .4 4 § ' -j < • 1-1> = NUMBER OF TIMES TASK SHALL BE PERFORMED PER MONTH. H.I..C.H9" DE!:F' .:24' DIA RIN6 O_;,,, !,J)'~,:.V SET R.ANT STAAl6HT AHO PLAc.E ROOTBALL ON SOLID 6ROOND OR ON COMP>C..TED ElAGl<FILL. BAGl<FILL PLAATING HOL.E lf.2 RJLL V'IITH NATIVE SOIL, TAMP 5011.. TO STABU .. IZE ROOTBA!..L. DO NOT D15~ !WQTBALL. BAC.KFILL REMAININ6 PLANTINc:, HOLE PER 5PEC.tFIC.ATION5. AM:ND BAGl<FILL AS NOTED IN THE INSTALLATION NOTES. BACKFIU. PLANTING HOLE 1/2 FU..L V'llTH NATIVE SOIL, L16HTLY WMPAC..T SOIL AROUND ROOTS ANO ALLOY\ AATER TO SETTt.E. DO NOT LEAVE AIR POC:.KET5. EIAGl<f!LL REMAIN.ING PLANTIN6 HOLE ~ 5PEGIFIGATION$. AMEND EIAGKFILL AS NOTED IN THE INSTALLATION NOTES. W~=i I ;Jii I i=i I j:_ FINISH 6RADE. SGAAIFY 510ES OF Pl.ANTIN6 HOLE. MAKE ~ HOLE HAS 6000 DRAINA6E. !:GAAIPf SIDES a' PI..ANTIN6 HOLE. MAKE ~ ROOT BALL DI~ FOR BARE ROOT PLANTIN6 ON 51..0PES, IHST,t.J..L PLANT ll'Rl6HT ON t£VEL SOIL TO~ GOVER OF ROOTS ON OOYH-IIU. 51DE OF F'L.ANT. COMPAGT SOIL l.NDER ROOT MA55 EX1ST!N6 NATIVE SOIL. CONTAINER TREE/SHRUB PLANTING DETAIL (t .) 2 BARE-ROOT TREE/SHRUB PLANTING DETAIL (t ) N.T.S. V USE A 24' STEEL BAR OR MARLIN SPIKE AT LEAST 1/2" DIA. AS A PILOT I-IHEN PLANTING CUTIING5 IN DENSE OR 6RAVELY 5011..5. INSERT SPIKE TO A MIN. OF 1e,•, INSERT GUTTING AND TAMP 5011.. AROUND BASE. INSERT WTTJN65 MAN.JAL!. Y ---- INTO PILOT HOLE TO A DEPTH a1,-""Sl~,I-h-=-=•i c"'f AT LEAST 1e,•. LEAVE A ~111=1 I I -111~ MIN. OF 30• OF C.VTTIN5 --• ABOVE 6ROUMD Sl.lRFAGE "'111 1 I l_c_ TO ALLOW FOR SXOESSR!_ -=1 :-I' 5PROJT!N6 OF LEAVES. -:::11· @<'.°:~TTING DETAIL NOTES, 1. CIJTTIN6S SHALL BE SPECIES AS NOTED IN THE PLANT 5GHEIJlJL..E. 2. WTTINGS SHALL BE AT LEAST 1/2" DIA. AND 4' (mmJ IN LENGTH. N.T.5. 3. CUTTINGS MJST BE ALIVE HITH SIDE BRANCHES C.LEARL Y REMOVED AND 6ARK INTACT. WTTIN65 SHALL BE PLANTED HITHIN 24 HOURS OF C.UTTIN6. " " ¥-----------8'-0"----------,/' CHAMFER TOP OF POST 45 DEGREES TO A DEPTH OF I" ON ALL FOUR SIDES GOAT W2S-YEAR. SEALANT 4 x 4' PRES9.JRE-TREATED FIR POST v-111'1FR. TREATED END (oo ,;Jte GUt':>) 4. THE BJTT ENDS SHOULD BE CLEANLY OJT AT AN AN6LE FOR EASY INSERT!ON INTO THE SOIL. THE TOP SHOULD BE OJT 5GlJARE OR 6LUNT. 24' MJN 5. CUTTINGS l'-"UST BE FRESH AND KEPT MOIST AFTER C.UTTIN6. THEY 51-\0ULD EIE PRUNED AND INSTALLED THE SAME DAY. 6. DIP OOTTOM OF GUTTING !N A PLANT ROOTIN6 HORMONE PRIOR TO INSERTION INTO THE SOIL. t ' 1~~;t,·~;cj-;---BAGKFILL 1-"!ITH NATIVE ':;OIL •4• -COMPACTED 6RAlt!LAR SUB-BASE J.-12· _J. NOTB, I. RAIL FENCE TO ALl6N WITH LAND GRADIENT. 6.ITT-JOINT FASTENED HITHREE-3' 12d OOX HEAD NAILS POST/RAIL CONNECTION 2. TREAT HITH CLEAR PRESERVATIVE UPON COMPLETION OF INSTALLATION. 3. ALL FASTENERS TO BE 6ALVANIZED STEEL. @ ~_f'.'LIT-RAIL FENGE DETAIL I a 1 D \"G 1\)1" rn" ~Zi'.Jr;i~ ~~~~<>: "' "'U' _J ,--a t9 w"' D-z; G -l i== 1-'z 0 < G ~ r[ In I.I) I-~ Z Q' I () () ~ ~ iTI:s:: :~~- (t !::: 1-'C>:,: z \!l~w ii: Dct -< l•j! ~ le-r i l < ~ ~ ~-i ·g ~ ~ l -~ 0 I ~ / Geotechnical Engineering and Earth Sciences April 5, 2013 Mr, Dumitru Roman 2120 Jones Avenue NE Renton, WA 98506 SUBJECT: GEOTECHNICAL EVALUATION Proposed Residence 2120 Jones Avenue NE Renton, Washington Project No. 13-111-01 Dear Dumitru, JUN 1 ,9 20/J This report presents our geotechnical evaluations and recommendations for foundation construction for your proposed new residence on the subject property. Our work was performed in accordance with the scope and conditions of our proposal dated March 11, 2013. Encompass Engineering provided a property survey to us (see Figure 2) which indicates the subdivision of your existing property to create a new lot (Lot 1) north of your existing house. We understand that the new residence will be constructed within the new Lot 1 in the area west of Kennydale Creek. The survey of Figure 2 was used as a reference for our field explorations, evaluations and recommendations. ' i I I ! 1· Based on our understanding of the proposed development plans and our experience, · [ . we have assumed that the structure will likely be two stories in height with a slab-on-1, grade garage but the remainder of the house will be raised floors with crawl space. Wall loads are expected to be in the range of about 1 to 3 kif and maximum column 1 loads are expected to be in the range of about 1 O to 20 kips. If actual structural loads exceed these values by more than 25%, this office should be notified. PO. Box 276, Issaquah, WA 98027-0276 • Phone: (425) 397-4; EXHIBIT 10 ./ JPRJEJL][M][NARY TECHN][CAJL ][NFORMAT:n:ON REJPORT FOR ROMAN SHORT PLAT May 1,2013 Encompass Engineering Job No. 11612 Prepared For Dumitru & Adriana Roman 2120 Jones Ave NE Renton, WA 98056 !EXHIBIT 11 Western Washington Division Eastern Washington Division 165 NE Juniper St., Ste 201, Issaquah, WA 98027 108 East2"' Street, Cle Elum, WA 98922 Phone: (425) 392-0250 Fax: (425) 391-3055 Phone: (509) 674-7433 Fax: (509)'674-7419 www.EncompassES.net Gerald Wasser From: Sent: To: Karen Walter <KWalter@muckleshoot.nsn.us> Monday, February 10, 2014 9:57 AM Gerald Wasser Subject: Roman Short Plat, LUA 13"000795, ECF, SH PL-A, Revised Notice of Application and Proposed Determination of Non-Significance, Mitigated Follow Up Flag: Follow up Flag Status: Flagged Categories: Red Category Gerald, · We have reviewed the Revised Notice of Application materials, including the environmental checklist and the Stream and Site Assessment Technical Memorandum (dated September 20, 2013) for the proposed Roman Short Plat. We offer the following comments in the interest of protecting and restoring the Tribe's treaty-protected fisheries resources: Water typing of Kennydale Creek Per the Stream and Site Assessment Technical Memorandum, Otak scientists conducted a site visit of Kennydale Creek at the subject property in August 2013 and determined that the stream was flowing on the property and should be considered perennial where it flows on site. This would make the Stream a Type 3 stream, non-salmonid bearing perennial water, per Renton's municipal code. However, based on the stream data provided in this technical memorandum, this stream has the potential to be salmonid-bearing on the subject property. For example, on page 2, the Tech memo notes that the stream has a bankfull width of 6 and 7 feet wide up and downstream of the ponded wetland on the property. A bankfull width of 2 feet or more meets one of two criteria from WAC 222-16-031 for presumed fish use. The second criterion, or stream gradient=< 16% stream gradient is also likely met on site based on the elevation data available for the site from King County's IMAP sensitive areas layer which shows that conditions are less than 16% slope for the subject property. Unfortunately, the Otak report did not provide stream gradients for the surveyed portions of the Kennydale Creek to verify the onsite stream gradient. If we are correct, and both the bankfull width and stream gradient criteria from WAC 222-16-031 are met, then this portion of Kennydale Creek should be considered potential fish bearing, unless there is a natural barrier downstream. We do not know of any natural barriers to fish passage downstream. We are aware that the existing 1-405 culvert is a fish passage barrier per environmental documents generated by WSDOT for the 1-405 Renton to Bellevue project. They identified Kennydale Creek as "Clover Creek" in these materials and note that the 1-405 culvert on this stream is a 24" concrete undersized culvert with a 2 foot at the grated inlet. With this known culvert barrier downstream (and there may be others) of the project site, it is essential to assess the upstream areas of Kennydale Creek using the physical criteria from WAC 222-16-031 to determine areas of potential fish habitat. WAC 222-16-031(3)(b)(i)(a) presumes that all streams in Western Washington that are at least 2' at bankfull width, and 16% gradient or less are potentially fish-bearing particularly when there is a known fish passage barrier downstream (or in the case at least the 1-405 culvert). This criteria is based on hundreds of data points where streams were electroshocked and physical habitat conditions documented to determine a consistent approach for determining potential fish habitat. Also, please note that we expect the 1-405 culvert downstream to be made fish passable consistent with the 2013 Federal Court injunction regarding state-owned culverts as part of U.S. v. Washington. Further, unless there is a documented natural fish passage barrier downstream (that is consistent with WDFW's fish passage barrier assessment manual), this portion of Kennydale Creek should be considered potential fish-bearing waters. Please let me know if you have any questions. Thank you, Karen Waiter Watersheds and Land Use Team Leader Muck/eshoot Indian Tribe Fisheries Division 39015172nd Ave SE IEXIHIIBlIT 12 1 RE: Roman Short Plat LUA 13-000795 2120 Jones Ave NE JUL 11 2013 Renton City Council July 8, 2013 . Once again, we object to the misclassification of Kennydale Creek as a Class IV stream, as referenced in the current application. Last October, several neighbors in the area took photos of the creek in the exact area being proposed for subdivision. The water was flowing and knee deep after 88 days without rain. Since this proposal is being put forward at the height of summer, it would seem to be the perfect time for a definitive study of the stream, which the City has every legal right to require from the applicant. Unfortunately, we have seen little effort from Planning and Development to obtain any studies during the driest part of the year. A timely assessment would provide undeniable proof that the creek is actually a Class Ill, which would mandate larger buffer requirements. We are hoping that the environmental concerns outweigh the politics inherent in such a decision. Respectfully, Susan Rider, Pres. Kennydale Critical Areas Alliance 1835 NE 20 St Renton, WA Gerald Wasser From: Sent: To: Gerald Wasser Monday, July 08, 2013 11 :26 AM 'Kevin Fullen' Subject: RE: LUA 13-000795, Roman Short Plat Hello Mr. Fullen: Thank you for your comments. The applicant for this proposed project is requesting that approval be given for a 2-lot subdivision of his property located at 2120 Jones Avenue North. The application states that the applicant would retain the existing house on one lot and the proposed new lot would be developed with a single-family house in the future. You are correct in stating that the City believes that significant environmental impacts will not occur if appropriate mitigation measures are implemented. Two such possible mitigati~n measures were stated in the Notice of Application including a split rail fence with appropriate signage around the wetland/stream buffer areas and the creation of a Native Growth Protection Easement (NGPE) around the wetlands, stream and their buffer areas. These measures in conjunction with the City's Critical Areas regulations are intended to aid in the protection of wetlands and streams. The studies submitted with the application include: Wetland Delineation and Standard Stream Study Report, Roman 2- Lot Short Plat; Geotechnical Evaluation; and Preliminary Technical Information Report for Roman Short Plat. These studies are part of the project file. The project file for this proposed project is available for your review in the Planning Division offices on the 5th floor of Renton City Hall. If you would like to review the file, please call or email me so that I can be sure to have it available for you. Proposed projects are considered on a case by case basis and the photograph you attached to your email with various features identified appears to primarily reference offsite areas. · I will place a copy of your email and this response to it in the official project file. However, if you would like to be a Party of Record for this project, please send your mailing add.ress to me. Please contact me if have additional questions. Jerry Gerald C. Wasser, Associate Planner Department of Community & Economic Development City of Renton 1055 South Grady Way Renton, WA 98057 (425) 430-7382 FAX (425) 430-7300 gwasser@rentonwa.gov From: Kevin Fullen [mailto:kevinfullen@me.com] Sent: Wednesday, July 03, 2013 7:38 AM To: Gerald Wasser Subject: LUA13-000795, Roman Short Plat Dear Mr. Wasser, 1 I am a resident (home owner) resiuu1g at the Westchester Development located behind the proposed land use. I am inquiring about the Application and Proposed Project Plan, LUA13-000795, Roman Short Plat located at 2120 Jones Avenue NE. After reviewing the posted sign as well as the flyer received in the mail I have some questions regarding this proposed project as the initial posting is unclear. According to the flyer received, the City of Renton (the lead agency), "has determined that significant. environmental impact are unlikely to result from the proposed project." • • • ' What environmental studies have been conducted? Are the results of the environn1ental study available for review? What was the timeframe the environmental study took place and what was the duration of the study? I propose these questions to you because significant damage had occurred during (within or after) year 2005 - 2007 when the individual who or currently has property rights to the remaining wetland area (see attached) brought in trucks to dump top soil in hopes of building homes on this land. _The result of his actions wiped out the native plants that were growing there. Within the past two to three years, the remaining wetland area has finally once again become a vibrant habitat for native plants, and animals. The remaining wetlands area is the home of bald eagles, wondering deer, rabbits, and other native species that use this area as a home. • What reassurance can the city provide the residents. of this area that further damage will not take place? • "has determined that significant environmental impact are unlikely to result .... " -what is the city's definition of "significant?" • Is the city going to restore the poplar trees, the Kennydale Creek that was almost destroyed by previous attempts to build on this land? • What environmental impacts will this have in regards to the noise level for construction? I would also like to know more about the housing plan on this proposed land as this may impact my property, in value and current views. I have attached the photo the city provided of the proposed land. I have also included markers for additional questions regarding this proposed land. Attachment Markers: • Dash Red Line: Once the land is primed for development: o Will a fence be built surrounding the development? • If yes, what type offence and what will the height be? • If no, what will prevent the future residents from accessing the remaining wetlands? • Blue Two Way Arrow: What impacts will this development have on the remaining wetlands, specifically the existing tree lines (yellow dotted line)? 2 • Green Arrow: Will constructions crews be accessing the the proposed land development via 20th Ave? o If yes, what steps will the city take to ensure this remaining wetlands will not be destroyed by motor vehicles and other construction equipment as well as human traffic? My concern is he environmental impacts, future impacts on the existing residents who have homes aligned along the proposed land use. My hope the city would consider of purchasing lot 2 and keeping that stretch (runs north and south) of the remaining wetlands as a protected wetland. Thank you in advance for your assistance and time. Sincerely, Kevin Fullen Attachment: .. ,. ......... t.~i: .,..,~ •fv1:1,.· .. ~*.!\"?· -~~:.u_ri.1, v.•r1 lt1:11_.com1'l'H.•n;s. win ·a1..1HHrioitiCJil/ l:i:i:..:imi: a ~-;;.n;y Qf .rbc~d ~nd ',Nitl br. r1.::i1;~;l ,.,i .lf'ly.dec1J1cu,on this pro;~cf. · : :·. . · . , -._ . -·· · \or.if ACT PE~~pr{ Ge~~ldWasser, AssociateP1a;:iner; Tel: (425) 430-7382; Eml: gw~sser@)renfpnwa ... goy . • . . ·. •. .· . . . ·.... . . . . . . . . ·.·. t .. ;,,.;;;.; .. 'f Wi:tl1:nd~ : . /: .·· We.!t[h,ester ·. E~lsting fence· ·. Llne ... · ... :· ;. ,;j··~-~~}~/-.· 3 Gerald Wasser From: Sent: Maggie Liming <maggie.liming@continentalmills.com> Tuesday, July 02, 2013 9:43 AM To: Gerald Wasser Subject: RE: LUA 13-000795, Roman Short Plat I will stop in before noon. Thank you so much! From: Gerald Wasser [mailto:GWasser@Rentonwa.gov] Sent: Tuesday, July 02, 2013 9:28 AM To: Maggie Liming Subject: RE: LUA13-000795, Roman Short Plat City offices are open on Friday, July 5, and I will be working that day. Jerry Gerald C. Wasser, Associate Planner Department of Community & Economic Development City of Renton 1055 South Grady Way Renton, WA 98057 (425) 430-7382 FAX (425) 430-7300 gwasser@rentonwa.gov From: Maggie Liming [mailto:maqqie.liming@continentalmills.coml Sent: Tuesday, July 02, 2013 9:09 AM To: Gerald Wasser Subject: RE: LUAB-000795, Roman Short Plat Thank you for the details. Is the office opened this Friday so I can come in and request the records? Please add my name to the request for the Party of Record list. Have a great day, Maggie liming 2109 Kennewick PL NE Renton, WA 98056 206-816-7101 From: Gerald Wasser [mailto:GWasser@Rentonwa.gov] Sent: Tuesday, July 02, 2013 9:03 AM To: Maggie Urning Subject: RE: LUAB-000795, Roman Short Plat Hello Ms. Liming: Thank you for your comments. 1 Tt)e applicant for this proposed proJect is requesting that approval be given for a 2-lot subdivision of his property at 2120 Jones Avenue North. The application states that the applicant would retain the existing house on one lot and the proposed new lot would be developed with a single-family house in the future. You are correct in stating that the City believes that significant environmental impacts will not occur if appropriate mitigation measures are implemented. Two such possible mitigation measures were stated in the Notice of Application including a split rail fence with appropriate signage around the wetland/stream buffer areas and the creation of a Native Growth Protection Easement (NGPE) around the stream/wetland buffer. These measures in conjunction with the City's Critical Areas regulations are intended to aid in the protection of wetlands and streams. The Washington Administrative Code defines "significant" adverse environmental impact as "a reasonable likelihood of more than a moderate adverse impact on environmental quality." What is considered significant will vary from one site to another and from one jurisdiction to another, both because of the conditions surrounding the proposal to a particular location, and because of the judgment of the responsible official. The file for this proposed project is available for your review in the Planning Division offices on the 61h floor of Renton City Hall. The file includes the proposed site plan which shows the lot design. If you would like to review the file, please call me first so that I can be sure. to have it available for you. At this point in time the applicant has not submitted house plans for the proposed lot. If the short plat is approved, it would then need to be recorded. After recording, the owner of the lot may then apply for a building permit; during building permit review, conformance with the City's development standards and residential design standards would be verified. I will place a copy of your email and this response to it in the official file. However, if you would like to be a Party of Record for this project, please send me your mailing address. Jerry Gerald C. Wasser, Associate Planner Department of Community & Economic Development City of Renton 1055 South Grady Way Renton, WA 98057. (425) 430-7382 FAX (425) 430-7300 gwasser@rentonwa.gov From: Maggie Liming [mailto:maggie.liming@continentalmills.com] Sent: Monday, July 01, 2013 12:34 PM To: Gerald Wasser Cc: Edward Liming (eliming@me.com) Subject: LUA13-000795, Roman Short Plat Good afternoon, I am inquiring about the application posted for the Roman Short plat LUAB-000795, ECF, SHPL-A off of Jones Avenue. The initial posting was very unclear as to what the end use of land was. An updated application has been posted on 6/27. I would like to understand more details about the project. I am a concerned resident living in a neighborhood behind the land. Please provide more detail. The application states only that "The City of Renton had determined that significant environmental impacts are unlikely to result from the proposed project." Please define "significant". What impact will the future development have on the wetlands surrounding it? What specific steps are being taken now to ensure further 2 d11mage is not done to the environment, including the stream, loss of sound barrier trees and habitat for bald eagles and other rare native species. I'd also like further details on the future housing plan in order to evaluate possible impact to our property. Thank you, Maggie Liming 0: 206-816-7101 C: 206-962-9540 This email (and any attachments) contains information which is private and confidential and intended for the address( return email. This email (and any attachments) contains information which is private and confidential and intended for the address( return email. This email (and any attachments) contains information which is private and confidential and intended for the address< return email. 3 I I { J City Of r-, P1 rref1t APPLICATION FOR CITY OF RENTON c/1Jnin9 Div/ Or, RIGHT OF WAY USE -DEFERRALS :... WAIVERS -VARIANCES -FEE IN LIEU Slon ~5SouthGradyWay,Renton, WA98055 JUN I (425) 430-7216 9 20/J PROJECT NAME: Roman Short Plat (R1~ , re !Eff w~ !!JJ SITE ADDRESS: __ 2_1_2_o_J_o_n_e_A_v_e_N~·E-----------------~--- LEGALDESCRJPTIONOFPROPERTY: Por Lot 2, SHPL-060-87, Rec. 8805099006, KC Include King County As;essors Parcel No: _3_3_4_3_9_0_-_3,..2_0_3 ________________ _ APPLICANT: Dumitru Roman PHONE: 206-816-2124 Contact: Tom Reddinq, ·425-392-025 . Encompass Engineering & Surveying CELL: _______ _ BUSINESSADDRESS: 165 NE Juniper St., Suite 201, Issaquah, WA 98027 ATTACH A SEPARATE LEITER WITH THCS APPLICATION STATING IN DETAIL: Zip Code I . The request 2. Applicable City Code 3. Items and quantities involved 4. Justification for request 5. Aniountoftinierequested 6. Provide vicinity map (8-1/2 x 11 inches) Attach a drawing or sketch of your proposal. Mail or drop off the completed application and map to: CITY OF RENTON Development Services Division Jan Illian, Coordinator 1055 -S. Grady Way 6"' Floor Renton, WA 98057 · 425-430-7216 Completed applications will be reviewed and a written determination issued approximately 3-4 weeks from date of receipt of application. You will be contacted if application is incomplete or ifadditional information is required. APPLICANT'S SIGNATURE: _______________ ,DATE:----''------ OFFICE USE ONLY OFFICE USE ONLY DEFERRAL ( ) New ( ) Extension Offsite _· ------------- Onsite_--c-c------------ OFFICE USE ONLY OFFICE USE ONLY VARIANCE ( ) New ( ) Extension ( ) Underground ( ) Slope Grades ( ) . Driveway ( ) Noise · · EXCESS R/W y FEE IN LIEU ( ) WAIVER () H:\Fi1e Sys\BPW -Board of Public Works\APPLICATION\BPW2007.doc !EXHIBIT 13 / ) N3'Ttt ST / t N )'.!KO Pa.. ., N :SlQ.~ ST 2' ~ ,,. N if.ios,-•( " .-~ ~·-N 31ST ST ::,• " N !•~·TH ST· Lake Washington + • ~ ~ ~ !I. ~ N 28TH Sf k 2¢T11 sT • ··~·· t ( Vicinity Map 'kE 2ST11 Pt.. T'" •• i NEUTH ST NE 1.1n1 ST 0 N( 12TH ST SEOOTHST ..... --.J., ; ·, -: . '' \ !. I ( ( Justification for Waiver of Frontage Improvements This is a request for the waiver of frontage improvements for the proposed 2-lot Roman Short Plat project. The site is located at 2120 Jones Avenue NE. There is an existing, newly constructed curb/gutter and 6' concrete sidewalk along the frontage with 16' of paving from the street centerline to the existing face of curb, with a 32' total paving width. This road section extends from about 35' south of the $Outh property line of the subject property, north approximately Y, mile to beyond the NE 281h Street/Jones Avenue intersection. This street section meets the Residential Access street standards. Because the existing road fronting the project provides the Residential Access street functions, it is justified to request that frontage improvements be waived as outlined in RMC 4-9-250. ,. ,, ~ ,. .. e ;O ' ; ' • :""~_,><>w.· 0, -_ ,'.' I'<>-~~. . 6> ' & ; . . . Rc-pc-r1 a prntiem Existing Frontage Improvements ,\:,, t~\fl~l:_, ' ~·11-1 ,J::';., 0 ,, -._,, m >< :c 1-11 ffl ~ .... ~ -::: :~\ I \ I 155.00' --------- ... '"~ ..... -------------i ORDINARY HIGH WATER OF KENNYDALE GREEK GLASS 3 STREAM 15' !3UFFER / Ii I I \ I / ' ' J ' \ ' PLAN LEGEND --------PROPERTY LINE -···-··--···-ORDINARY Hl6H HATER OF KENNYDALE GREEK i.'. · ........ ·. ·. t EXISTING V'IETLAND --------STANDARD WETLAND/STREAM BUFFER --------PROPOSED AVERAGED STREAM BUFFER ~---~-~SPLIT-RAIL FENGE V>llTH NGPA SIGNS IMPACT LEGEND f¥-, ~~...,J@\j BUFFER REDLJGTION MITIGATION LEGEND ~ BUFFERREPLAGEMENT ~/j BUFFER ENHANCEMENT GRAPHIC SCALE (IN FEET) M ~'"··1 I' ' -I M ·.····· o 2s so ,s 1cio 150 SCALE,l,50 NOTES 5,314 SF 11,<:J54 SF 5,C!21 SF N I. SURVEY 4 SITE PLAN PROVIDED BY ENCOMPASS, 165 NE J.JNIPER STREET, SUITE 201, ISSAQUAH, HA '18021, (425) 3CJ2-0250. 6 ~ ~ o rn~ ;; ::sz~~~ ~~~~~~~ z < u' 6 i t: If\ :qr ~ () <D'i' z,n ~~ " --' I.J..l 1-·z ~ :5 ~ O'. 0. ~ w f--"-Ci I "-()"' iili!if ~ilz' ~t: ~ '>:,:z ~8~ ~ u • .., ' .., ' . ' .j f ~ i < ~ ! C I a § ' -. <' !--( I I ' ~1· ' ' ___ L-, - ' r------~ I ' I ' : ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' L ___ _ I ----T ,-L--------t--------J ' --~-J_ ___ _ ___ -:2 -~~~-----r--~ -' I : I : I : I : I : I IL ______ _ I : I ' I I ' I : I i ! -----i-------r /i\1 ' I : l\ \1 : i : cp i I i I I i I i 1---\ : 1-t-~' -,---i 1 h I · :-I / ~ "' /L I I I \ \ I I I \ \ \ \ \ \ I EE I ' ' ' ' ' ' ffi >< :c !mt ~ m,,,a ~ ..,. U'i %i ---t ,, : ' ' ' : ' ' ' I l ' ' L ' --;~~i~-~;:_------~-~ '\ ' ~,S '°s '°s '° "' " ' ' ' ' ' _..,_ __ , ' i ' L • -hf}------- / fl/ 1,I I ,/1 I 1 'I I 1 f / / I' I I 1/ I I • • v • I 1-/ J I I I I I ::.-···--....!i:..---- • • • • v • • • • • . • • • . • ., • • • • \ ,... ...- \ . . .,.,, ...-.... -"-" -• • ' " "..--e--·· .. \_-,,:.. .- "' -,._ .. _ 'y .-·" =---""\ \ :1, I PLAN LEGEND --------PROPERTY LINE -···-···-···-KENNYDALE GREEK --------STANDARD HETLAND/STREAM BUFFER --------PROPOSED AVERAGED STREAM BUFFER ---0----------0 SPLIT-RAIL FENGE HITH NGPA SIGNS PLANT LIST (SEE FIGURE 3 FOR COMPLETE SCHEDULE) TREES KEY AM PM TP SGIENTIFIG NAME AGER MAGROPHYLLUM PSEUDOTSl.kSA MENZIESII THUJA PLIGATA COMMON NAME BIG LEAF MAPLE DOUGLAS FIR WESTERN RED GEDAR SHRUBS KEY SGIENTIFIG NAME GOMMON NAME RS RIBES SANGUINEUM RED CURRANT R ROSA NUTKANA NOOTKA ROSE s SYMPHORIGARPOS ALBUS SNOWBERRY GUTTINGS KEY G H SGIENTIFIG NAME GQRNUS SERIGEA SALIX SITCHENSIS GOMMON NAME RED-OSIER DOG!AIOOD SITKA HILLOH NOTE, HILLOH QUANTITIES BASE ON 3 CUTTINGS PER SYMBOL GRAPHIC SC.ALE (IN FEET) M· ~··· ""'I F'4 ' 0 10 20 30 40 60 SC.ALE, l,20 NOTES N I. SURVEY 4 SITE PLAN PROVIDED BY ENCOMPASS, 165 NE JJNIPER STREET, SUITE 201, ISSAQUAH, HA qe,021, (425) 3q2-02so. ::t ~ ~ D~C'l 0 ' ~ ::lz:.i~ ~ ()l;j lfl~ I "'ll) "'.1."' ~ "' zcy-<5 n' 0 ' <!l"' ~< C' =, z-' :5 t-' z Q. < 0 Cl ([ tii w C' z IL (t- LL () ~ iilI< .. ll) 3: ~&z· Cl t-~ (ll'i'z iL is &I ~ u j "' ~ "i < ~ 5 !i l! ;; PLANT SGHEDULE TREES KEY SGIENTIFIG NAME AM AGER MAGROPHYLLUM PM PSEUD0TSU6A HENZIESII TP THUJA PLIGATA SHRUBS KEY SGIENTIFIG NAME RS RIBES SANGUINEUM R ROSA l'VTKAAA s SYMPHORIGARP05 ALBUS GUTTINGS KEY C, H SGIENTIFIG NAME GORNUS SERIGEA SALIX S1TGHENSIS GOMMON NAME BIG LEAF MAPLE D0U6LAS FIR WESTERN RED GEDAR GOMMON NAME RED GURRANT NOOTKA ROSE SNOWBERRY GOMMON NAt::1E RED-OSIER DOGWOOD SITKA HILLOH NOTE: HILLOH QUANTITIES BASE ON 3 CUTTINGS PER SYMBOL SPEGIFIGATIONS DENSITY 'l'O.G. Cl' O.G. 'l' O.G. DENSITY b' O.G. b' O.G. 6'0.G. DENSITY b' OL. 6'0.G. QTY 15 16 ,e, QTY 11 61 64 QTY 51 51 SIZE (MIN) 2 GAL. 2 GAL. 2 GAL. S1ZE (MJNJ I GAL. I GAL. 1 GAL. SIZE (MIN.) 4' GUTTING 4' GUTTING l. ALL PLANTS SHOULD BE INSTALLED BETHEEN DECEMBER 1ST AND MARCH 15TH, IF POSSIBLE. NOTES SINGLE TRUNK, HELL 6RANGHED FULL 4 BUSHY FULL 4 BUSHY NOTES MUL Tl-GANE (3 MIN) MJL Tl-GANE (3 HIN) MUL Tl-GANE (3 MIN) NOTES 1/2" DIA. MIN., BARK INT AG T 1/2" DIA MIN., BARK INT AG T 2. PRIOR TO INSTALLATION OF PLANT MATERIAL, ALL NON-NATIVE VEGETATION HITHIN THE ENHANCEMENT AREA SHALL BE GRUBBED (ROOTS AND GANES) BY HAND OR VIA A SMALL BOBGAT. THESE PLANTS INGLUDE: HIMALAYAN AND EVERGREEN BLACKBERRY, ENGLISH HOLLY, ENGLISH IV(, REED GANARYGRAS5, THISTLE, -1APANESE KNOTHEED, NIGHTSHADE, SCOT'S BROOM, AJRPLE LOOSESTRIFE AND HEDGE BlNDHEED. 3. ALL PLANTS SHALL BE PIT-PLANTED IN PLANTING PITS EXCAVATED 2X THE DIAMETER Of THE PLANT. PITS SHALL BE BACKFILLED HITH A 30no MIX OF PAGIFIG GARDEN MULCH (PGHJ TO NATIVE SOIL PITS SHALL BE AMENDED HITH A HYDRATED SOIL POLYMER (lNSTALLED AT RATES PER MANUFACTURER'S SPEGIFICATIONJ. PLANTS SHALL BE INSTALLED 2" HIGH AND SURFACED MULCHED TO A DEPTH OF 2" HITH MEDIUM-COURSE BARK MULGH PLACED CONTINUOUSLY THROUGHOUT THE PLANTING BED. 4. ALL PLANTS SHALL BE NURSERY GROHN (IN H. NA OR OR.) FOR AT LEAST I YEAR FROM A.JRGHASE DATE, FREE FROM DISEASE OR PESTS, HELL-ROOTED, BUT NOT ROOT -BOUND AND TRUE TO SPECIES. 5. PLANT LAYOUT SHALL BE APPROVED BY AOA PRIOR TO INSTALLATION AND APPROVED UPON COMPLETION OF PLANTIN6. 6. UPON APPROVAL OF PLANTING INSTALLATION BY AOA, THE GITY OF RENTON HILL BE NOTIFIED TO GONDUGT A SITE REVIEH FOR FINAL APPROVAL OF GONSTRUGTION. 1. ALL PLANTS SHALL BE HAND-NATERED OR HATERED VIA A TEMPORARY IRRIGATION SYSTEM. HATERING SHOJLD OGCUR THIGE-HEEKLY ..1.JNE 15-0GTOBER 31 THE FIRST YEAR AFTER PLANTIN6 AND ONGE WEEKLY JULY I-OCTOBER I THE SECOND YEAR AFTER PLANTING. FLOH SHOULD OGOJR AT A RATE OF 1/2" OF HATER DURING EAGH HATERING EVENT, ENSURING COMPLETE SATURATION OF THE ROOT ZONE. 8. MAINTENANCE SHALL BE IMPLEMENTED ON A REGULAR BASIS AGGORDING TO THE SCHEDULE BELOW. ANMJAL MAINTENANCE SCHEDULE MAINTENANCE ITEM j F M A IMIJIJIAI s 0 N D NEED GONTROL I 11 6ENERAL MAINT. NA TERI NG -YEAR I 41£>1£>1£> 4 NATERING -YEAR 2 4 I 4 4 l-8 = NUMBER OF TIMES TASK SHALL BE PERFORMED PER MONTH. ltJ st [!] m § !!} a " '~::lzi,,~ ~ ~~~N 0 - '!I a ~ 0 ii: 0,o ""' ~5 ~ \l w'!) ---'< =, =, cu L!J -I ~z 0<(0 "'---'~ ~ <LI!) z I-~ <( {)'I ---' a.n {L ifii ff\ =, - LU D' Z "'~a (i, f 'z u::B~ -< l'" o ra < ~:H '-' ! ...J::; ---' ri f 'la ~ ·u ,-o • ~ ! ~ ! a ! l1 ' -' < ' I 2 ~ • . MJ..GH ;1• OEl:P 24" DIA RIN6 " ~ FLANT 51RAl6HT AND PL~ ROOTBA!..L ON SOLID 6R0..1NP OR ON GOMFAC,TEO BAGKFILL. BAC.KFILL PLANTIH6 HOLE 1/.2 R.lLL V11TH NATIVE SOIL, TAM? 5011.. TO ST"61LIZE ROOTBALL. DO NOT DISTURB ROOTBALL. BAGKFILL RfMAININ6 PLANTlN6 HOLE PER SF'EC.IFICATIONS. AMEND BAC.KFILL ,'6 NOTEO IN THE INST,o.J..LATION NOTES. FINISH 6RAOE. !:GAAIPI' SIDES CS'-FV.N'TIN6 HOLE. MME 9.RE HOLf HAS 600D ~IN>.6f. BAGKFlll PLANTIH6 HOLE l/2 FU..L l"ilTH NATIVE SOIL, Ll6HTLY GOMF'Ac.T SOIL AROUND ROOT;, AND ALLOl"i ~TER TO SETTLE. DO NOT LEAVE AIR POCKETS. BAGKFILL REMAININ6 PLANTING HOLE PER Sf'EGIFIC.ATIONS. AMEND BAc.KFILL AS NOTED IN Tl-If INSTALLATION t-t::lTES. SC.AAIFY ~DES OF PL.ANTIN6 1-i:X.f. MAKE ~ HOLE HAS 600D DAAINA6E. ~ BARf ROOT PLANTIN6 ON 5l0f'E5, tN5TALL PLANT l..f'Rl6HT ON LEVEL SOIL TO A59JRE GOVER. Of ROOTS ON OOl'ff-!ILL 5/DE OF PLANT. GOMPAC.T ~IL LINDER ROOT KASS EXISTIN6 NATIVE 501L. CONTAINER TREE/SHRUB PLANTING DETAIL (t l 2 BARE-ROOT TREE/SHRUB PLANTING DETAIL (t ) N.T.5 NT.S. V LJ5E A 24" STEEL BAR OR MARLIN SPIKE AT LEAST 1/2' DIA. AS A PILOT vll-lEN FLANTlN6 GUTTINe6 IN DEN5E OR 6RAV'EL Y SOILS. INSERT SPIKE TO A MIN. OF 18". INSERT CJ.ITIIN6 ANO TAMP SOIL AAO.JNO BASE. NOTcS, 1. GUTTING5 SHALL BE 5PEGIES AS NOTED IN THE PLANT SC,HEDI.JLE. 2 OJTTINGS SHALL BE AT LEAST t/2' DIA NO 4' (minJ IN LEN6TH. 3. GUTTIN65 t-VST BE ALIVE HITH SIDE ~HES GLEARL Y REMc::)\,,1:D ANO BARK INSERT GUTTIN65 MAt>I.JALL Y ---~ INTO PILOT HOLE TO A DEPTH INT.A.GT. WTTJN€6 SHALL BE PLANTED HITHIN 24 HQ.IRS OF WTTIN6. 4. THE BJTT ENDS SHCOLD BE GLEANL Y aJT AT AN AN6LE FOR EASY 1HSERTION INTO TI-IE _ _ AT LEAST 1e,•. LEAV'E A -=111 I -w1 cc M,N. OF ,a• OF mrn,G --A60Vc 6ROtJND SURFAC.E ':cl 11 111= ,o ALLOW FOR SOCGESSF\L -:I I I! SPROLITIN6 OF LEAVES. _11·· 'ljLl..!-3El.!...!.lfT SOIL. THE roP SHOULD BE wr sauARE OR Ii' I IIVJWI,. 5. ~~ "-'5T BE FRES,, AND KEPT M0'5T -ffT::_Jfl= ~~~L~ ri:;~f/3 1: PRL.t£D """;j j 1:-" b. DIP BOTTOM OF GUTTING IN A PLANT ROQT!N6 HORMONE PRIOR TO INSERTION INTO THE SOIL <j, <j, ¥-----------e,·--o·-----------.r b' rr oo• t I ,b 24' MIN GHAMFER TOP OF POST 45 DEGREES TO A DEPTH OF I" ON ALL FOUR SIDES WAT H/25-YEAR SEALANT 4 x 4" PRES5URE-TREATED FIR P05T W/HFR.. TREATED END (no 5lte wt5) 2 x t,• PRE55URE TREATED FIR RAILS, SF'AC,ED l'-b' O.C. J t lTI: -~-:1;:fT--BAGKFILL WITH NATIVE SOIL I 4• ~~--COMPACTED 6RANJI...AR 5UB-BA5E J._ ,2· _J. NOTES, I. ~IL FENGE TO AL16N l-"41TH LANO 6RAOIENT. BUn-.JOINT FASTENED WTHREE-3" 12d BOX HEAO NAILS POST/RAIL CONNECTION 2. TREAT HITH GLEAR PRESERVATIVE UPON GOMPl..ETION OF INSTALLATION. B. ALL FASTENERS TO BE 6ALVANIZED STEEL @~~TTING DETAIL 0 SPLIT-RAIL FENCE DETAIL ~,. "' '"<T _j r--o <o >-' w"' ~~ i= 1--·z 0 <(O ~ _j >-~ ~ ~ :z ()'I Oo<n 0I1 .. '" ;~~ ~ :,::z ~ is~ ~ l · ,, if !l u .., .., "' -~ £ , 3,lfN/lfl:IO 11tnld3:>No:> NIIWOIJ n1111wna ,._ ........... _ .. ~ ... . -----.. •R• ---·----R~ I I I I I ii ! ! ! C 0 ..., r:: 0) 0: C g (f) :~. 0 ~. Cl ........ s 0 C >, C .... (IJ ·-5: (..) 1----· I I !EXHIBIT 16 _-Denis Law May9r _ April 10, 2014 _ Adriana Roman · 2120 Jones Ave ~W Renton, WA 98056 "Qepartmei:it ~/Community ahd Economic Development _ · .-C.E."Chip"Vincent,Administrator . . . -. . . . . ' .. SUBJECT: _-.. Final No Appeals Letter Re>;,,anShort Plat LU_Al.3-000795 --. -- Dear Ms. Roman: · ':1 ... This letter. is to inforn:, you ttiat the" appeal° period ended April a; 2014 few the Administrative Short Plat approval; -No appeals were filed; therefqre, this decision is -. , . Jina1 and you may proceed with" tlie. next step of the short plat process: i-iie enclosed·_ - -ha.ndout, titled.Short Plat Recording, provides d~tailed information for this proc~ss. _ -The advisory. n'otes and con'ditions li?ted_ in the Cit/ 0 of Renton Report & Decision dated .. -- February 24 as well as the revised conditici~ #5 (base·d on the°rec:onsideration response-_ ietter dated March 26, 2014) m'ust be_ satisfied before the short plat can' be recorded .. In_ additicin, cbniments receivea from the Technical$e~vices0epartmenUn regard to the final plat submittal are being forwarded.frir your consideration. These comments. will guide you in the prepa~atio11 of the-short plat for recording. -. - . -.Furthe'rmore, the Admiriist~ati_ve Short Plat deci~ion ·wrn expire two (2) y~ars from.the ' -date of approval. 1fymi'are unable to file for.recording' within the two-year ti~e-frame: '. a single one (-l)year extension may beretjuested_in writing, pursuant'to RMC 4~7-070. For questio_ns regarding filing for recoraing of-your short plat,. as well _iis for submitti~g _revised plans, you may contact Jennifer Henning at (425) 430,7286. . -- lfyciu have any questions regarding the report and dedsion i;sued for this short pla( _- proposal, please callm~ at (425) 430-6581. . . . . . . _ Sin(erely, Jenriif!!; Hennihg Planning Director Enclosure(s) Cc: . · · ·. ,tom Redd_ing /contact Party(ie.s) of Record_ Renton City Hall • 1055 South G(ady Way'• Renton, Wa;hington 980Si • ren,tonV'1a.go~ DEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT DATE: TO: FROM: SUBJECT: MEMORANDUM July 11, 2013 Jerry Wasser Bob Mac Onie Roman Short Plat, LUA13-00079S Form and Legal Description Format I have reviewed the above referenced preliminary short plat submittal and have the following comments: Information needed for final short plat approval includes the following: Note the City of Renton land use action number and land record number, LUA13-000795 and LND-20-0585, respectively, on the final short plat submittal. The type size used for the land record number should be smaller than that used for the land use action number. Show two ties to the City of Renton Survey Control Network. The geometry will be checked by the city when the ties have been provided. Provide short plat and lot closure calculations. Note what was found when visiting the existing monuments. Indicate what has been, or is to be, set at the corners of the proposed lots. Note discrepancies between bearings and distances of record and those measured or calculated, if any. 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. h:\file sys\lnd -land subdivision & surveying recordsllnd-20 -short plats10585(roman)lrvl30711.doc Addressee Name Page 2 of2 Date of Memo Do include a "LEGEND" block for the short plat drawing, detailing any symbols used thereon. Do not include topography and utility infrastructure as they are only part of the initial submittal requirements unless they have a direct influence on the subdivision. Note ill! easements, covenants and agreements of record on the drawing. Note any relevant researched resources on the short plat submittal. Note the plat name and lot and tract numbers of the adjoining properties or note as "Unplatted.". 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. The City of Renton Administrator. Department of Community and Economic Development, is the only city official who signs the final short plat. Provide an appropriate approval block and signature line. Pertinent King County approval blocks also need to be noted on the drawing. All vested owner(s) of the subject final short plat need to sign the final short plat drawing. Include notary blocks as needed. Include a declaration block on the drawing, titled "OWNERS' DECLARATION" not "CERTIFICATION" or other. Note that if there are easements, restrictive covenants or agreements to others (City of Renton, etc.) as part of this subdivision, they can be recorded concurrently with the final short plat. The final short plat drawing and the associated document(s) are to be given to the Project Manager as a package. The recording number(s) for the associated document(s) are to be referenced on the final short plat drawing. Provide spaces for the recording numbers thereof. h:lfile sysllnd -land subdivision & surveying records\lnd-20 -short plats\0585(roman)\rv13071 l.doc March 12, 2014 From: Dumitru and Adriana Roman To: City of Renton Re: Roman Short Plat, LUAB-000795 This letter is a request for reconsideration regarding the decision on the above file. Specifically we would like to address Item# 5 in the Report and Decision dated February 141 h 2014. Please remove the condition that "Each owner shall have a fractional interest in the Critical Areas Tract in order to protect the site in perpetuity" and tie the Tract to lot #2. We take full responsibili_ty of the Critical Areas Tract in regards to maintaining, paying taxes and assure City of Renton that the tract will not be sold separately. Than~z Adriana Roman 2120 Jones Ave NE Renton WA 98056 (206) 816-2126 OF ENVIRONMENTAL DETERMINATION ISSUANCE OF A DETERMINATION OF NON•SIGNlFICANCE. MITIGATED (ONS.M) POSTI:D TO NOTIFY INTERESTED PtRSONS OF AN ENVIRONMENTAL ACTION PROJECT NAME: PROJECT NUMBER: LOCATION: Ramon Short Plat LUA1].-0()(J795 Z120 Jane, Avo NE DESCRIPnON: Th• oppllunt Is reque1tl"1 Envlronmontal [SfPAI !11vl1w and Admlnl1tratlv1 Short Plat approval fM the ,ubdlvl,ian of a 98,936 "IUare foot (2.27 acres) parcol In th• Ra1!d1nt11I -4 dw~llln1 unlU par acr• (R.() ,an1. Tho cum,nt propoul /1 t<> 1ubdlvld1 tho prnporty (nto two lot> and I Na!lv1 lirnwth Protoctlon Arn iract u1/n1 ,mall let durter develcpmont. Uiln1 t/'11 im1ll-lat clullor provlslcn 1llow1d tc clu11or away frcm 1nvlrcnm1ntally critical 1ro11, propo11d Lot 1 w0<0ld be 5,729 1quar1 fHt: prcpo1od Lot 2 w01Jld bt 1,324 1quar1 lut and ccntaln, an exlstln1 hou11 to romaln; and th• nau .. Growth Prct•ctlon A...1 Tract would Iii, 14,Bll 1quaro !1et. Prevlou,ly, the 1pplk1nt had reque,tod tho rubdlvl,lon al tho proporty ln!a two lots. Throe Cate1ory 3 wttl1nd1 ind K•nnydalo Cruk art locattd on the propo11d pra/1Cl 1111. As a rHult of public comment an tho orlclnal pra/ect proposal, 1 11candary rovlow of tho 1tr•1m ltudy far K1nnyd1lo Cruk w11 conducted. Th•t 1ocandary revl•w Indicated that Konnydale Cruk 11 a Cl111 l mum (an !hi, 111•) ind Ml a Cl111 4 strum ot ourronlly shewn on City of Ront<>n mapt, Tho applicant will bo uolnl wotland hff•r ovorailni (t<> 37.5 fHt an I portion of tho wen 1ldt of the ,, .. k), enhanc•mont, ond repl1c1m1nl ta acoammodat• 1ho propoHd proJoct. Accos, ta Proposed LG! 1 would bo via I now driveway trom JanH A,vonuo NE; ICCHI ta Prnpc<cd lot 2 would bo via the oxl,tins drtvew1y fromJ<>nu Annue NE, THE CITY OF RENTON ENVIRONMENTAL REVIEW COMMITIEE (ERC) HAS DETERMINED THAT THE PROPOSED ACTION DOES NOT HAVE A SIGNIFICANT ADVERSE IMPACT ON THI.: ENVIRONMENT, Appnls ol the envtronmental d~erminatlon mu,t be flied ln wrltln1 on or before 5:00 p.m. on March 14, 2014, toctther with the required fee with: Hnrln1 Eumlner, City of Renton, 1055 South Grady Way, Renton, WA 98057. Appeals to the EKamlner ue 1overned by C!ty of RMC 4·8-110 ind Information re1;ardln1 the appeal proces, may be obta!ntd tram the Renton City Clerk'• O!llu, (42$1 430.6510. IF THE ENVIRONMENTAL DETERMINATION IS APPEALED, A PUBLIC HEARING WILL 8E SH ANO ALL PARTIES NOTlflEO. FOR FURTHE~gtJ~~~IW'rE!6~~~1~0oNl,AEfoi~EE~I'A?~4~wi~~:7%b~RTMENT OF DO NOT REMOVE THIS NOTICE WITHOUT PROPER AUTHORIZATION PLEASE INCLUDE THE PROJECT NUMBER WHEN CALLING FOR PROPER FILE IDENTIFICATION. CERTIFICATION I, · k:,l/\ 's 5~ . hereby certify that ? copies of the above document were posted in__}_ conspicuous places or nearby the described property on Date: 2-f Z..-=,.. / I if I f Signed:_~~<-,--"-"'--"---'-----------v STATE OF WASHINGTON ss COUNTY OF KING I certify that I know or have satisfactory evidence that \<,.-,f, .:'>bre;" :;e,,--., signed this instrument and acknowledged it to be his/her/their free and voluntary act for the uses and purposes mentioned in the instrument. Notary (Print): My appointment expires: __ __.4,_,,_,.0 ....... , ,,_s:"-.l-"'ix'-'~-"';;i-=o-'-/_,_] _____ _ -, ,. • j )J .• ~;t -j, '' -: ,;: ·:: ·:.; i.~' .," i'... -.,, . ' .. -~---,: • ,• .. --,,-. . ' ' •• :iji .i ·:1 • ',1 i · .GIT!iY OFRENliON . -·-· -- : )~,ltl,EP1RJr0 _ : :~:~qfy1MlJ~!J:~iil/il~!lP~0MIC QE\;,,i~!)RMENT, PLANl'.fl,~G DIVISION -_ -· " ' ... : .\'., -: ' , ' ''Ai;~rdAV!cil'6F'5ERViC:E svlil\?l'AitlNG' -· ' - • • ,, .. " • w , --· ,. , , 1 '' .,, ,. , On the 2lOf:y of February, 2014, I deposited in the mails of the United States, a sealed envelope containing Notice of ERC Determination documents. This information was sent to: ~~Ill~ -' Repres~11tlng Agencies See Attached Dimitru & Adriana Roman Owner Tom Redding Contact Susan Rider, Terry Dutro Parties of Record Maggie Redding, Karen Walter Parties of Record (Signature of Sender): ~ \.)r1.t,~ STATE OF WASHINGTON ) ) ss Dated: Notary (Print): ____ ~~\"'l---~-'-"'e-"1,.,_2«3~S::L----------- My appointment expires: , --.,a ;:::J (,L \; ,--ol t, ry.,0 / ProjectName: Roman Short Plat Project Number: LUAB-000795 template -affidavit of service by mailing Dept. of Ecology •• Environmental Review Section PO Box 47703 Olympia, WA 98504-7703 WSDOT Northwest Region • Attn: Ramin Pazooki King Area Dev. Serv., MS-240 PO Box 330310 Seattle, WA 98133-9710 US Army Corp. of Engineers * Seattle District Office Attn: SEPA Reviewer PO Box C-3755 Seattle, WA 98124 Boyd Powers ... Depart. of Natural Resources PO Box 47015 Olympia, WA 98504-7015 KC Dev. & Environmental Serv. Attn: SEPA Section 900 Oakesdale Ave. SW Renton, WA 98055-1219 Metro Transit Senior Environmental Planner Gary Kriedt 201 South Jackson Street KSC-TR-0431 Seattle, WA 98104-3856 Seattle Public Utilities Real Estate Services Attn: SEPA Coordinator 700 Fifth Avenue, Suite 4900 PO Box 34018 Seattle, WA 98124-4018 AGENCY (DOE) LEITER MAILING (ERC DETERMINATIONS) WDFW -Larry Fisher* 1775 12th Ave. NW Suite 201 Issaquah, WA 98027 Duwamish Tribal Office • 4717 W Marginal Way SW Seattle, WA 98106-1514 KC Wastewater Treatment Division• Environmental Planning Supervisor Ms. Shirley Marroquin 201 S. Jackson ST, MS KSC-NR-050 Seattle, WA 98104-3855 City of Newcastle Attn: Steve Roberge Director of Community Development 13020 Newcastle Way Newcastle, WA 98059 Puget Sound Energy Municipal Liaison Manager Joe Jainga PO Box 90868, MS: XRD-01 W Bellevue, WA 98009-0868 Muckleshoot Indian Tribe Fisheries Dept.• Attn: Karen Walter or SEPA Reviewer 39015 -172"" Avenue SE Auburn, WA 98092 Muckleshoot Cultural Resources Program• Attn: Ms Melissa Calvert 39015 172"' Avenue SE Auburn, WA 98092-9763 Office of Archaeology & Historic Preservation* Attn: Gretchen Kaehler PO Box 48343 Olympia, WA 98504-8343 City of Kent Attn: Mr. Fred Satterstrom, AICP Acting Community Dev. Director 220 Fourth Avenue South Kent, WA 98032-5895 City of Tukwila Steve Lancaster, Responsible Official 6200 Southcenter Blvd. Tukwila, WA 98188 *Note: Jf the Notice of Application states that it is an "Optional DNS", the marked agencies and cities will need to be sent a copy of the Environmental Checklist, Site Plan PMT, and the Notice of . Application. **Department of Ecology is emailed a copy of the Environmental Checklist, Site Plan PMT, & Notice to the following email address: sepaunit@ecy.wa.gov ***Department of Natural Resources is emailed a copy of the Environmental Checklist, Site Plan PMT, & Notice the following email address: sepacenter@dnr.wa.gov template. affidavit of service by mailing Deni~·LayV .. . Mayo( · February 27, 2014 Department of Comm~nity a~q Economic Development . . . C.E."Chip"itincent, Administrator : · · · Tom Redding . · . . . · · .. · . Encornpas; Er;igine~ririg & Surveying 165 NE Juniper Street .· . ·· .· lssa.quah, V,,A 98027 : . . . ,· .. ··, ' . _SUBJECT: •.. Er'iVIRONMENTAL (SEPAi THRESHOLD DETERMINATION . Roman Short Plat, LUA13-000795 Dear IVfr. Reddi~g:. • ·. This letter is written on behalf of the.Environmental Review Committee·(ERC) to advise .•. '{OU that th'ey have completed their review of the subject projec::t a~d have issued a . . ·\hi-eshold Determination of NcinaSignificance 0 Mitigated with Mitigation Measures .. Ple~se:refer to the endosed ER(Report, for~ list of.the Mitig'ation Measures: .·· AppE!als of the environmental determination must be filed in writing on or before 5:00 . . · p.m. on March 14, 2014: togei:h_er withttie required fee with:.Hearing Examiner, City of. Renton, 1055 South Grady Way, Renton; WA 98057. Appeals tri the Examiner are·. . . ... gci~erned by RMC 4~8:110 and information regarding the appeal 'process may be . obtained fro;,, the City ¢1erk's O~fice, (425} 430:6510: . .. . . . . ·•. If the:Envirnnm.ent~I Determin~tion is app~aled, a publichea'ring·clate ~ill ti~ set anq all . ' ' . ' . . . . . . ·' parties notified .. I 1fyou tiave any further question~, please call i:ne at (425) 430-7286. · . ' . ' ' . -... ·•. For the Environmentai Review.Committee,. '•' ' . . ',~'~dfu~~ Jennifer Henning .• Planning Director Encl6sur~ cc: •. · Dimitru & Adriana Roman /Owner(s) . : . "Maggie Urning, T!~:Y o_~tro, s·usari Rider/ P.irty{ies) of Record Re.~ton City Hall· • . 1 oss_South Gr~dy Way .• Renton, \(l/ashin9ton 98057 • reiitonw3.gov . . -. : -. ,. . . Denis Law Mayor , February 27, 2014 Community and Economic Development Department C. E. 'Chip"Vincent, Administrator Washington State Department of Ecology Environmental Review Section PO Box 47703 Olympia, WA 98504-7703 Subject: ENVIRONMENTAL (SEPAi THRESHOLD DETERMINATION Transmitted herewith is a copy of the Environmental Determination for the following project reviewed by the Environmental Review Committee (ERC) on February 24, 2014: SEPA DETERMINATION: Determination of Non-Significance Mitigated (DNSM) PROJECT NAME: Roman Short Plat PROJECT NUMBER: LUA13-000795 Appeals of the environmental determination must be filed in writing on or before 5:00 p.m. on March 14, 2014, together with the required fee with: Hearing Examiner, City of Renton, 1055 South Grady Way, Renton, WA 98057. Appeals to the Examiner are governed by RMC 4-8-110 and information regarding the appeal process may be obtained from the City Clerk's Office, (425) 430-6510. Please refer to the enclosed Notice of Environmental Determination for complete details. If you have questions, please call me at (425) 430-7219 For the Environmental Review Committee, Jennifer Henning Planning Director Enclosure cc: King County Wastewater Treatment Division Boyd Powers, Department of Natural Resources Karen Walter, Fisheries, Muckleshoot Indian Tribe Melissa Calvert, Muckleshoot Cultural Resources Program Gretchen Kaehler, Office of Archaeology & Historic Preservation Ramin Pazooki, WSDOT, NW Region Larry fisher, WDFW Duwamish Tribal Office US Army Corp. of EngineE!rs Renton City Hall • 1055 South Grady Way • Renton, Washington 98057 • rentonwa.gov DEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT ENVIRONMENTAL (SEPA) DETERMINATION OF NON-SIGNIFICANCE -MITIGATED (DNS-M) PROJECT NUMBER: APPLICANT: PROJECT NAME: LUAB-000795 Tom Redding, Encompass Engineering & Surveying Roman Short Plat PROJECT DESCRIPTION: The applicant is requesting Environmental (SEPA) Review and Administrative Short Plat approval for the subdivision of a 98,936 square foot (2.27 acres) parcel in the Residential -4 dwelling units per acre (R-4) zone. The current proposal is to subdivide the property into two lots and a Native Growth Protection Area tract using small lot cluster development. Proposed Lot 1 would be 5,729 square feet; Proposed Lot 2 would be 8, 324 square feet and contains an existing house to remain; and the native Growth Protection Area Tract would be 84,883 square feet. Previously, the applicant had requested the subdivision of the property into two lots. Three Category 3 wetlands and Kennydale Creek are located on the proposed project site. As a result of public comment on the original project proposal, a secondary review of the stream study for Kennydale Creek was conducted. That secondary review indicated that Kennydale Creek is a Class 3 stream (on this site) and not a Class 4 stream as currently shown on City of Renton maps. The applicant will be using wetland buffer averaging, enhancement, and replacement to accommodate the proposed project. Access to Proposed Lot 1 would be via a new driveway from Jones Avenue NE; access to Proposed ,Lot 2 would be via the existing driveway from Jones Avenue NE. PROJECT LOCATION: LEAD AGENCY: 2120 Jones Ave NE City of Renton Environmental Review Committee Department of Community & Economic Development The City of Renton Environmental Review Committee has determined that it does not have a probable significant adverse impact on the environment. An Environmental Impact Statement (EIS) is not required under RCW 43.21C.030(2)(c). Conditions were imposed as mitigation measures by the Environmental Review Committee under their authority of Section 4-9-070D Renton Municipal Code. These conditions are necessary to mitigate environmental impacts identified during the environmental review process. Because other agencies of jurisdiction may be involved, the lead agency will not act on this proposal for fourteen (14) days. Appeals of the environmental determination must be filed in writing on or before 5:00 p.m. on March 14, 2014. Appeals must be filed in writing together with the required fee with: Hearing Examiner, City of Renton, 1055 South Grady Way, Renton, WA 98057. A~peals to the Examiner are governed by RMC 4-8-110 and more information may be obtained from the Renton City Clerk's Office, (425) 430-6510. DATE Of OECISIO~O 2', 2014 ¥-~~"f-/;,~e~r::::;ia~nL,A4 dLm£,4inLis~t~ra~to~r(.L~-'-~~7___/-2,~/Jc/-~~f--',~-*-~~ml-in-is~t~ra~t-o-r~~~ ~ Public ks Department ~~ Fire & Emergency S Date PUBLICATION DATE: February 28, 2014 SIGNATURES: 'j L----, v--- Terry Higashiyama, Administrator Community Services Department Date C.E. "Chip" Vincent, Administrator Department of Community & Economic Development Date DEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT DETERMINATION OF NON-SIGNIFICANCE-MITIGATED (DNSM) MITIGATION MEASURES AND ADVISORY NOTES PROJECT NUMBER: APPLICANT: PROJECT NAME: LUA13-000795 Tom Redding, Encompass Engineering & Surveying Roman Short Plat PROJECT DESCRIPTION: Proposal to subdivide an existing 98,936 square foot (2.27 acres) parcel (APN 334390-3203) in the R-4 Zone into two lots and one Critical Areas Tract. Lot 1 would be 5,729 square feet (per the small lot cluster provision of RMC 4-2-llOA) and Lot 2 would be 8,324 square feet. An existing house on Lot 2 would remain, and an existing shed on the west side of Kennydale Creek in Tract A would be removed. Density would be 1.3 dwelling units per net acre. A total of 84,883 square feet of area (1.95 acres) would be protected within a Critical Areas Tract (Tract A). There are three Category 3 wetlands and a Class 3 stream (Kennydale Creek) located on the parcel. The applicant proposes to average the buffer for Kennydale Creek reducing the buffer on the west side in a portion of the site to 37.5 feet and compensating by restoring, recreating and enhancing the buffer elsewhere on the site. No trees would be removed as part of the proposal. Access to each lot would be from Jones Ave NE. The applicant has also requested a modification of street frontage improvements along Jones Ave NE as curb, gutter and sidewalk currently exist. PROJECT LOCATION: LEAD AGENCY: MITIGATION MEASURES: 2120 Jones Ave NE The City of Renton Department of Community & Economic Development Planning Division 1. The applicant shall comply with the two Mitigation Measures required as part of the Determination of Non-Significance -Mitigated for the Roman Short Plat, dated February 24, 2013 (below). a. The applicant shall provide a revised Buffer Planting Plan (Exhibit 14 and 15, Figure 2 of the Revised Supplemental Stream Study for Roman Short Plat, dated December 23, 2013) correcting the location of the split-rail fence to be west of the NGPE on Lot 2. The plantings, fence and signage are required to be installed prior to the recording of the short plat. b. The applicant shall follow the recommendations contained in the Geotechnical Evaluation (Exhibit 10, prepared by Geospectrum Consultants and Earth Sciences, dated April 5, 2013) during site and building construction. 2. Any garage accessing from Jones Ave NE should be set back a minimum of 20 feet from the front property line, in order to prevent vehicles from overhanging the property line or sidewalk. This condition shall be reflected as a note on the face of the short plat. 3. The existing shed located in the southwest quarter of the site shall be removed prior to recording of the short plat. If the shed requires a demolition permit in order to be removed, then the permit shall be obtained by the applicant, and a final inspection conducted prior to recording of the short plat. 4. The applicant shall create and record a Native Growth Protection Area Easement for the area contained within the stream buffer, located on Lot 2, or provide language on the face of the short plat which accomplishes the same purpose. This area is approximately 327 square feet, and must be protected with the split rail fence installed to delineate and distinguish the remainder of the stream and wetland buffer on the west side of the property. Split-rail fencing and sign age must be installed prior to recording of the short plat. 5. The applicant shall record a Native Growth Protection Area Easement over the Critical Areas Tract (Tract A). Each owner of Lots 1 and 2 shall have a fractional interest in the Critical Areas Tract in order to protect the site in perpetuity. 6. All existing trees will be required to be retained on the site, unless determined on a case-by-case basis to be eligible for removal per City Code. 7. The applicant shall submit a revised the Landscape Plan showing a minimum of 10 feet of landscaping on the property along Jones Ave NE both in addition to the 5-foot area shown on the Conceptual Landscape Plan. The landscaping shall consist of trees, shrubs and groundcover, consistent with RMC4-4-070. The plan shall be submitted for review prior to the granting of a construction permit for on-site utilities. Planting for Lot 2 shall occur prior to the recording of the short plat. Planting for Lot 1 shall be accomplished prior to the final inspection of any building permit granted for Lot 1. ADIVISORY NOTES: The following notes are supplemental information provided in conjunction with the administrative land use action. Because these notes are provided as information only, they are not subject 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 seven o'clock (7:00) a.m. and eight o'clock (8:00) p.m., Monday through Friday. Work on Saturdays shall be restricted to the hours between nine o'clock (9:00) a.m. and eight o'clock (8:00) p.m. No w9rk shall be permitted on Sundays. 3. Within thirty (30) days of completion of grading work, the applicant shall hydroseed or plant an appropriate ground cover over any portion of the site that is graded or cleared of vegetation and where no further construction work will occur within ninety (90) days. Alternative measures such as mulch, sodding, or plastic covering as specified in the current King County Surface Water Management Design Manual as adopted by the City of Renton may be proposed between the dates of November 1st and ERC Mitigation Measures and Advisory Notes Page2of4 March 31st of each year. The Development Services Division's approval of this work is required prior to final inspection and approval of the permit. 4. The applicant may not fill, excavate, stack or store any equipment, dispose of any materials, supplies or fluids, operate any equipment, install impervious surfaces, or compact the earth in any way within the area defined by the drip line of any tree to be retained. s. If any trees are within an area of disturbance during construction activities for site utilities or the new home, the applicant shall erect and maintain six foot (6') high chain link temporary construction fencing around the drip lines of all retained trees, or along the perimeter of a stand of retained trees. Placards shall be placed on fencing every fifty feet (SO') indicating the words, "NO TRESPASSING -Protected Trees" or on each side of the fencing if less than fifty feet (SO'). Site access to individually protected trees or groups of trees shall be fenced and signed. Individual trees shall be fenced on four (4) sides. In addition, the applicant shall provide supervision whenever equipment or trucks are moving near trees. 6. Kennydale Creek is a Class 3 stream through the property. City of Renton stream maps will be revised during the annual update to reflect the change in classification for the creek through this property. 7. Mitigation for the stream requires a surety device per RMC 4-3-0SOG; mitigation monitoring, demonstrating that the mitigation performs satisfactorily for a minimum of five (5) years after the enhancement has been completed. STREETS/TRANSPORTATION/SCHOOLS/FIRE/PARKS: 1. A waiver from construction of street improvements has been requested by the project proponent. This waiver is granted, provided the applicant installs landscaping within the remaining right-of-way. 2. Transportation Impact fees of $1,430.72 per new dwelling unit will be assessed at the time of building permit for the new home. 3. School Impact fees of $6,39S.OO per single-family residence will be assessed at the time of building permit for the new home. 4. Fire Impact fees of $479.28 per new single-family residence will be assessed at the time of building permit for the new home. 5. Parks Impact fees of $963.01 per new single-family residence will be assessed at the time of building permit for the new home. 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, submit three (3) copies of the drawings, two (2) copies of the drainage report, permit application, and an itemized cost of construction estimate and application fee at the counter on the sixth floor. 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. TECHNICAL SERVICES: 1. Note the City of Renton land use action number and land record number, LUAB-000795 and LND-20- 0SBS, 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. 2. 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. 3. Provide short plat and lot closure calculations. 4. Note what was found when visiting the existing monuments. 5. Indicate what has been, or is to be, set at the corners of the proposed lots. 6. Note discrepancies between bearings and distances of record and those measured or calculated, if any. 7. The city will provide addresses for the proposed lots as soon as possible. Note said addresses on the final short plat drawing. 8. Do note encroachments, if any. 9. Do include a "LEGEND" block for the short plat drawing, detailing any symbols used thereon. ERC Mitigation Measures and Advisory Notes Page 3 of 4 10. 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. 11. Note all easements, covenants and agreements of record on the drawing. 12. Note any relevant researched resources on the short plat submittal. 13. Note the plat name and lot and tract numbers of the adjoining properties or note as "Unplatted". 14. Remove the building setback lines noted on the final short plat lots. Setbacks will be determined at the time that building permits are issued. 15. 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. 16. 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. 17. All vested owner(s) of the subject final short plat need to sign the final short plat drawing. Include notary blocks as needed. 18. Include a declaration block on the drawing, titled "OWNERS' DECLARATION" not "CERTIFICATION" or other. 19. 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. 20, The final short plat drawing and the associated document(s) are to be given to the Project Manager as a package. 21. 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. ERC Mitigation Measures and Advisory Notes Page 4 of 4 . " · ·C11FY OF RENTON . -~ • : .: ' . • r ~ ... • • . . • • DEPAR'l"MENT OF COMMUNITY & ECONOMIC DEVELOPMENT· PLANNING DIVISION , } ' I " .,.. -, _,. , " " • ·" ' ' ••• } • " . ,'. • ' ' .. ·.. .· : .,; :· AFFIDAVIT' OF SERVICE BY.MAILING,-·: · . . . • ,,, h," .!*'·'·~·,,,fr., .. : ..•.•.. ,, •. ' •. -,, .. ~ ..•. On the 28th day of January, 2014, I deposited in the mails of the United States, a sealed envelope containing Notice of Application documents. This information was sent to: Na111e Agencies See attached Maggie Liming, Terry Tutro, Susan Rider • C/n1 ;t ,1Ao1 on (Signature of Sender): ;-i ~ 1 QY, STATE OF WASHINGTON COUNTY OF KING ) ) ss ) .. Re.presenting See Attached 300' surrounding property owners Parties of Record , Notary (Print): ___ ....;\\,:uin~:,,,,~>.1.>y~-5...,_"'e..::W"'Y5""-'------------ My appointment expires: 0 -~\;._c,\ ~C( I o-0\1: ' i>r~Ject Namg:; ROMAN SHORT PLAT -m•--~• " •Projeirt:NJmbJtl ' " ," (( -~'"\),,;,, M LUAB-000795, ECF, SHPL-A template -affidavit of service by mailing Dept. of Ecology ** Environmental Review Section PO Box 47703 Olympia, WA 98504-7703 WSOOT Northwest Region • Attn: Ramin Pazooki King Area Dev. Serv., MS-240 PO Box 330310 Seattle, WA 98133-9710 US Army Corp. of Engineers • Seattle District Office Attn: SEPA Reviewer PO Box C-3755 Seattle, WA 98124 Boyd Powers 0 • Depart. of Natural Resources PO Box 47015 Olympia, WA 98504-7015 KC Dev. & Environmental Serv. Attn: SEPA Section 900 Oakesdale Ave. SW Renton, WA 98055-1219 Metro Transit Senior Environmental Planner Gary Kriedt 201 South Jackson Street KSC-TR-0431 Seattle, WA 98104-3856 Seattle Public Utilities Real Estate Services Attn: SEPA Coordinator 700 Fifth Avenue, Suite 4900 PO Box 34018 Seattle, WA 98124-4018 AGENCY ([?OE} LETTER MAILING (ERC DETERMINATIONS) WDFW -Larry Fisher• Muckleshoot Indian Tribe Fisheries Dept.• 1775 12th Ave. NW Suite 201 Attn: Karen Walter or SEPA Reviewer Issaquah, WA 98027 39015 -172"d Avenue SE Auburn, WA 98092 Duwamish Tribal Office • Muckleshoot Cultural Resources Program • 4717 W Marginal Way SW Attn: Ms Melissa Calvert Seattle, WA 98106-1514 39015 172nd Avenue SE Auburn, WA 98092-9763 KC Wastewater Treatment Division • Office of Archaeology & Historic Preservation• · Environmental Planning Supervisor Attn: Gretchen Kaehler Ms. Shirley Marroquin PO Box 48343 201 S. Jackson ST, MS KSC-NR-OSO Olympia, WA 98504-8343 Seattle, WA 98104-3855 City of Newcastle City of Kent Attn: Steve Roberge Attn: Mr. Fred Satterstrom, AlCP Director of Community Development Acting Community Dev. Director 13020 Newcastle Way 220 Fourth Avenue South Newcastle, WA 98059 Kent, WA 98032-5895 Puget Sound Energy City of Tukwila Municipal liaison Manager Steve Lancaster, Responsible Official Joe Jainga 6200 Southcenter Blvd. PO Box 90868, MS: XRD-OlW Tukwila, WA 98188 Bellevue, WA 98009-0868 *Note: If the Notice of Application states that it is an "Optional DNS", the marked agencies and cities: .. ·. will need to be sent a copy of the Environmental Checklist, Site Plan PMT, and the Notice of Application. **Department of Ecology is emailed a copy of the Environmental Checklist, Site Plan PMT, & Notice to the following email address: sepaunit@ecy.wa.gov •••oepartment of Natural Resources is emailed a copy of the Environmental Checklist, Site Plan PMT, & Notice the following email address: sepacenter@dnr.wa.gov template -affidavit of service by mailing REVISED NOTICE OF APPLICATION AND PROPOSED DETERMINATION OF NON-SIGNIFICANCE-MITIGATED {DNS-M) #,Ma...,Applb-MOIIHo!llodOM....,p1od-lMO.,,,,,,_.tofean-lty•'-ml<~•t (ClDJ•l'l.o"""" Dhlslaftoflho City ofbrffitn, n,o/,,llowl,\I brlofty~-tho oppll<alloo, or,d u,.,,._...ry P\lblle...,pra .. lo, Ro""'n Sho,t Pio\ PIIOUt'TDfSCJUl'TIOH: Tho opplitlm " '"""Sllni Eo«OIIIMflta! IS(PAJ -.... odm.,~rau., S""'1 ~ot •PprOYo! forlht oubdlvlslon of, 9',9l6 squoro toot 12.17 ocrn) pot<fl"' tho llnldontla!·• <tw<,lllnl units po, me lR-411ono. l1a currtot proVo,.11110 subdr..;, tho p,-ny lnlo rw,, loU and• rtotMI Grawtt, Protoctk>n ..,,, troct ullnf, omo! lot cluolor dovolopmon!. PropOHd lot i "'ould DI S,719 "l"'"' !tot; Pro1><11•d Let 1 -"" I, UI ""'"'" '"' .... a>ol>ltu '" toi>tlna "°" .. "' ..... ,In; ..... "'' .. ,r., Growth Pratoakl• ....... fra,:1 wwldbe1'4Hl1<1Utrtr.ot. ~.IN1~n1hod,-olf<ltM.,bdMslonoflMP"OPffll"lnlo,_lim. Th,.,. C1to1~"1 l w,,\laodo 1r>d ll<""'fO•lo Crt•~ Ori k>c:o!od on I~ pro-d projod 11to. IA> o ro11Jft or ~ubll< common\ on tOo orlilnol p«>J1<t propo .. l, o Mcondao, .. .i • ., of ti>< w .. m "udy lor konnydolo c .. ok "'" conducted. That oecondorv -lncllcotod 1110\ Kom,ydoio c, .. , lo, 011, J otroam and not• Clo,s • wum 11cu<rontly oho'\"' "" City of ~"'°" null'-n., ,pplbnt _.. 1>o ...,. -lond outh< •-•n 1Mllocemcn~ otlCI ,.ptocomont to ,.:a,mmo<loto tho pn,p01od p•o)<Kt. ,.... .. to Prop<1,od I.ct I .,.u1c1 bo .i. • "*'" cr.lffwoy....,, -..... """ Nf; ,a:m ,o Propo,od I.ct l wciuld ~ val tho oxl,~n, a,w ... .,. !Tom JoMI .,,,,onuo NE, nzo;one,,. .. ..,,Nt OPTION ... L ont•MINATIDN OI' t,iOl'HIGNll'l(;ANCL MmGATl.D (ONs-NI~ IA> .... tud ..... nq. tt>o City of •onion"'' dotum1""d thot ~ll""cont 0,w~onmontol ""poet,,,.., unli~ly LO "'"It from tho p<opo,od proltCL n,,,.ro,e. H pom,ltted undu 11>1 RCW OJ.llC.110, tho Otv of ••nto,n lo u~n1 tOO OpUoool ONS·M pro~" to 11"" notlco thot I OtlS- M 1, r,.ty 10 bo luwd. t;omn,<nt porlo<h ror tho pn>JKI ,nc1 tM pr_,i Df<S.M ,,.. lnto.,-o\Od Jnto • ~nJI< comrnont petlOd. n,,,ro _... bo oo (Gffl.rnont period fo~ tho \uUan<t of mo 1llrflho,ld Dltonnnl..,,,of '"°"" Silnlflu""·Mltlptod (0"5-MI, A 14"dov oppeol po<1od wllt follow tho~"''"" oftlll Of<S.M. NOTIC'I o, COMPUT'l ..... rLIC,O.nON: ,...,.Uc.o.NT~•OJlCT CONTACT P11150Nc llo<!UH\od st,,,dlH: 11 ... 11.1013 Juno 17, 20U y..,. ••ddin1, Encomp, .. ,.,1 ... ~ •• & s., .. ,yr." IU N! .... ,,, .. Strffll 1....,.Hh. WA 9IOJ7 lulldlfll or,d CamtN<lion Pormlt,, Drtlnop ••port, Goo,o<hnluol IIO,art. •tN•m/l-lff ,.....,. W•"""" AIH11n>on< 0.,,-,,...n\ of C.O,,,""""" & U_.k Qnolopmn,\ \aD). ,-..,i .. Dlvltlon, Sl""' Floor"-Oty Holl, 10/U $<,uth G'"I' W•V, Ron\O<I, WA UOj7 tt '°" -,kl IQ"'"" fflOdo • party of ,..eord to ""'lvt /unhOf "'torm,tlon.., th!< pn,po .. d l""')Ki. <01111>loto this form ... Ntllm to: City or 11,onton, a:o • Plannlr>I ~ !,OSS So. G~ Wq, RoRton. WA 91(157. N,mo/FII• No., """''" Short Plat/LU ... 13-00019!, Rf,SHPl·A NAM[:---~-------------------M,llUtlG~OOUSS: ___________ Clty/Sloto/ZIP· _______ _ TELEPliON!NO.: ---------- CONSlfflN(Y OVHllllW: lonlnlfL..n<IU,01 1 .. 1run,,,.n\olDacu'"'n"that E•ll"lttth•PropcNodProJ,ct, Dovolopmon\ Ra1u1,11..,, UMmjKt M/tlpUan: .{_ho ,ubloct ,Ito ~ do,l1n•tod R.,ldontlol Low Don,ll'f IRLOI on tho Cllv '""""'" Com,.-,honllvt Land U.. Mop ond llo1klonlloj -4 lft-41 on tho '•ZonlrcM,p. sm.m•nd'lltt,...._~ """'"'"-otv-0.Vot11on-. p,opo,odt,yO,.k,do!od!op!OIM01'10,1Cll R'"ls<d S..pplom•n,.I $tro1m Sl<>Cfy Jar ~om,n ShO<t Pio~ CJl'f ol l\rnton FIio ,..,LUAl)-00079~-ml llyAltrnoMOlwo,-ADc,clotn. u.c, do<od O...mbcr n.101, Th< ""'J•ct wlll bo >Ubjoc, to tho CJty'1 $EPA onll<>1nn, '-MC •·Z·IIOA. 4-J-(171) •fld Othoff Oppilcablo c,,doo ofld ............ H Opp,optloto, Th< followln1 Mltl1"lon Mouuroo .. 111 llkol'( l>o lmpo,od on i.t,0 ptopoHd P"'/rtl. TIIIH Neommonaod Mltlptlon M,.,.,., oddrou pn)jcct imporu not ..,...,.,. Irv ul'°"I eoc1 .. ,fld ,qvlo!lan, 11 <ltod ·-· n.o oppllaMr 11ro/1 ln,"211 o ,pNt '"" f<nco wit~ appropri,11~ ~ (f!o~ ,,,. -.rom b•flor b"""d"'l' of ,i,. ,rnoa,rvwr-e,/fle<J! onm. eo,,,""""' on th• •-• ,,,nc,,,.,, ·,.. .. "" wbmlnod m .....,. .. to Go,al<I w,..,,, ...._.... """"''• ao. Plonnln1 DM,lon, 10SS Sout!, Grady \Vay, Ron\on, WA 11051, bv 1:00 PM o• ,obNO!Y 10, lOH, ii 'fOV h.ove q.,.,tlono ,bout thl1 prooo,.I, o, wl•h to bo mlclo I p1rty o! ,o<O/O o<>d ,.,.;., -~l0<>ol """""'""' oy molt contoa !ho Projoct MaMpt . ....._ who "1bmltl Wfltt•• <O....,.ntl wll 111\0motitojly N<Offlo 1 ~rty of -o<>d wll t,o notillod ol •"Y do<>llon on thb pn,ject. CONTACT PERSON: Ger;ild Wi1Sser, Associate Planner; Tel: (42S) 430.7382; Eml: gwasser~rentonwa.gov PU:ASE INCLUDE THE PROJECT NUMBER WHEN CALLING FOR PROPER FllE IDENTIFICATION L CERTIFICATION I ~4<-0,~~-&/F?, hereby certify that --f ~ted in3 conspicuous places or nearby the d Date: L,/€,7 k1q. Signed.._· ...>-<..C.~ STAT~6F WASZNGTON i ) ss COUNTY OF KING ) I certify that I know or have satisfactory evidence that r..,. .. ..g l Wo ss-er signed this instrument and acknowledged it to be his/her/their free and voluntary act for the uses and purposes mentioned in the instrument. &"~"''~"•• Dated: "' 0 for the State of Washington Notary (Print): Altmann Oliver Associates, LLC AOA PO l\ox !178 Cm11a1io11, \\'A ilSOM Oflin: (4~5) 33:l-4Mlf1 Fa, (4i,,J 3!1~450\> Environmental December 23, 2013 Dumitru Roman 2120 Jones Ave. NE Renton, WA 98056 Planning& Landscape Architcclllrc AOA-4115 SUBJECT: Revised Supplemental Stream Study for Roman Short Plat City of Rentori File No. LUA13-00795 ---- Dear Dumitru: 1.0 INTRODUCTION This report is the result of a wetland and stream study on a 2.27-acre site located in the City of Renton, Washington. As part of the current project the site would be subdivided into two lots. The purpose of this report is to: 1) describe and classify the wetlands and stream delineated on the property, 2) describe how the project meets the criteria for proposed stream buffer averaging, and 3) describe the stream buffer enhancement that will be conducted in conjunction with the buffer averaging. 2.0 GENERAL PROPERTY DESCRIPTION AND LAND USE The site consists of tax parcel 334390-3203 located at 2120 Jones Ave. NE in the City of Renton, Washington. It is found within the SW'/., of the NE'/., of Section 5, Township 23 North, Range 5 East, W.M. The site is currently developed with your single-family residence and several associated out-buildings. The remainder of the property is undeveloped and consists of a mix of small forested areas, dense brush, and yard/orchard. Kennydale Creek drains from south to north through the central portion of the property. Dumitru Roman December 23, 2013 Page 2 3.0 METHODOLOGY On November 3, 2011 a wetland reconnaissance and delineation was conducted on the subject property utilizing the methodology outlined in the 1997 Washington State Wetlands Identification and Delineation Manual and the May 201 O Regional Supplement to the Corps of Engineers Wetland Delineation Manual: Western Mountains, Valleys, and Coast Region (Version 2.0). The ordinary high water (OHW) of both sides of Kennydale Creek was delineated during the November 2011 field investigation. Additional site reviews were conducted on May 28, 2013 and in October and November 2013 to review current property conditions. 4.0RESULTS Kennydale Creek drains from south to north through the central portion of the property. In addition, a small pond (Wetland A) was delineated along the stream corridor to the east of the residence. A wetland mosaic (Areas B and C) was also delineated throughout the southern portion of the site. All of the wetland and stream boundaries were subsequently surveyed by Encompass Engineering & Surveying (Figure 1). Each of these critical areas is further described below. 4.1 Kennydale Creek Kennydale Creek on the site consists of a well-defined channel that appears to have been historically ditched. At the time of the delineation, vegetation along the riparian corridor consisted primarily of a strip of poplar (Populus sp.) and dense Himalayan blackberry (Rubus armeniacus) and hawthorne ( Crataegus sp.) adjacent periodically mowed yard and orchard. Kennydale Creek has recently been determined to be a perennial stream and is now considered a Class 3 stream according to the City of Renton classification system. Class 3 streams require a 75-foot standard buffer. · · 4.2 Wetland A Wetland A consists of a historically excavated pond within the Kennydale Creek riparian corridor. At the time of the field investigations, the entire wetland contained several inches of ponding. Vegetation within the wetland consisted primarily of reed canarygrass (Phalaris arundinacea) with scattered water parsley (Oenanthe sarmentosa) and willow (Salix sp.) saplings. Black cottonwood (Populus trichocarpa), weeping willow (Salix baby/onica), birch (Betula sp.), and red alder (A/nus rubra) were observed along the pond perimeter. Wetland A appears to meet the criteria for a Category 3 wetland and would require a 25-foot buffer per RMC 4-3-050M.6.c. Dumitru Roman December 23, 2013 Page 3 4.3 Wetland B/C Mosaic The southern portion of the site contains a mosaic of wetland areas. The area appears to have been disturbed through historic clearing, grading, and likely stream channelization. At the time of the delineation, the eastern portion of the wetland mosaic (Area B) contained a mix of red alder, willow, Himalayan blackberry, lady fern (Athyrium filix-femina) and giant horsetail (Equisetum telmateia). The western portion of the mosaic (Area C) was dominated by creeping buttercup (Ranuncutus repens). Both Wetland Areas Band C appear to meet the criteria for Category 3 wetlands and would require 25-foot buffers. 5.0 WETLAND/STREAM FUNCTIONS AND VALUES Wetlands, in general, provide many valuable ecological and social functions, including stormwater storage, water quality protection, groundwater recharge and discharge, and wildlife habitat. Although historically disturbed, the wetlands on the site do continue to provide many of these functions. The wetlands provide some limited stormwater storage areas that trap sediments and other pollutants. The trapping of sediments and pollutants within the wetlands helps maintain water quality in downstream areas. The wetlands may also provide further benefit to wildlife by releasing water slowly during the summer months, thereby contributing to the base flow of the stream. In addition to its hydrologic functions, the wetlands also provide biological functions. As components of the riparian corridor, the wetlands and stream provide habitat for a variety of wildlife species. Another biologic function of the wetlands is the transport of nutrients (via Kennydale Creek) to downstream areas. Nutrients transported to downstream areas provide biological support for fish and other aquatic wildlife. Although privately owned, the on-site wetlands do provide some limited cultural wetland functions as part of the overall open space associated with the Kennydale Creek riparian corridor. The wetlands also contains some passive recreational opportunities such as wildlife viewing. 6.0 HABITAT ASSESSMENT As part of the wetland and stream study, the WA Department of Fish and Wildlife's Priority Habitats and Species (PHS) database was reviewed. This database did not indicate the presence of any threatened, endangered, sensitive, monitored, or priority habitats or species on or adjacent to the property. While the site does likely provide habitat for a variety of birds, small mammals, reptiles, and amphibians typically found within suburban environments, no threatened, endangered, sensitive, monitored, or priority species were identified on or adjacent the site during the field investigations. Dumitru Roman December 23, 2013 Page 4 As defined in RMC 4-11-030.C, Critical Habitat is an area associated with threatened, endangered, sensitive, monitored, or priority species of plants or wildlife and which, if altered, could reduce the likelihood that the species would maintain and reproduce over the long term. Since no critical habitat has been identified on the site, no Habitat Data Report is required. 7.0 PROPOSED PROJECT As part of the proposed 2-lot short-plat, a new lot would be created in the northwest portion of the site. It is anticipated that a future single-family residence would be constructed within the western portion of the lot adjacent Jones Ave. NE. This portion of the site currently consists of a periodically mowed lawn. In preparation of construction of this new residence, a stream buffer averaging and mitigation plan has been prepared (Figures 1 through 4). Stream Buffer Averaging Stream buffer averaging is allowed by the City of Renton if the following criteria are met: (a) The water body and associated riparian area contains variations in ecological sensitivity or there are existing physical improvements in or near the water body and associated riparian area; and The area of proposed buffer reduction currently consists of your existing residence and an adjacent lawn and this portion of the buffer does not currently provide any significant habitat or protection functions to the stream. The area of the proposed buffer replacement is much larger in size and most of the area is currently well vegetated. This buffer replacement would provide a larger habitat area on the eastern forested side of the stream. (b) Buffer width averaging will result in no net loss of stream/lake/riparian ecological function; and Since the area of proposed buffer reduction does not currently provide any significant habitat or protection functions to the stream, there is no anticipated loss in ecological function or overall buffer area. Furthermore, implementation of the proposed buffer enhancement plan (see below) will significantly improve the plant species and structural diversity within the reduced buffer, thereby increasing the habitat value of the riparian corridor. The plantings and split-rail fence will also provide a visual and physical screen to the stream from the proposed and existing residences. (c) The total area contained within the buffer after averaging is no less than that contained within the required standard buffer width prior to averaging; and Dumitru Roman December 23, 2013 Page 5 Under the proposed buffer averaging plan, 5,374 s.f. of buffer area would be reduced and 17,954 s.f. of buffer area would be provided. The plan would therefore result in a net gain of 12,580 s.f. of buffer area. (d) The proposed buffer standard is based on consideration of the best available science as described in WAC 365-195-905; or where there is an absence of valid scientific information, the steps in RMC 4-9s250F are followed. The proposed buffer would not be reduced beyond 50% of the standard buffer and would be consistent with best available science. Implementation of the buffer averaging and enhancement plan would increase the functions and overall area of the stream buffer on the site over current conditions. 8.0 STREAM BUFFER ENHANCEMENT As part of the proposed stream buffer enhancement plan, the reduced buffer lawn area to the east of the existing and proposed residences would be planted with a variety of native tree and shrub species to increase the plant species and structural diversity of the buffer. These plantings and the split0 rail fence would also provide a physical and visual screen to the stream from the residences and would significantly increase the habitat and protection functions of the buffer over current conditions. 8.l Goal, Objectives, and Performance Standards for Enhancement Area The primary goal of the enhancement plan is to increase the value of the buffer over current conditions. To meet this goal, the following objectives and performance standards have been incorporated into the design of the plan: Objective A: Increase the structural and plant species diversity within the· enhancement area. Performance Standard: Following every monitoring event for a period of at least five years, the enhancement area will contain at least 7 native plant species. In addition, there will be 100% survival of all woody planted species throughout the enhancement area at the end of the first year of planting. Following Year 1, success will be based on an 80% survival rate or areal cover of planted or recolonized native species of 15% at construction approval, 20% after Year 1, 30% after Year 2, 40% after Year 3, 50% after Year 4 and 60% after Year 5. Objective B: Limit the amount of invasive and exotic species within the enhancement area. Performance Standard: After construction and following every monitoring event for a period of at least five years, exotic and invasive plant species will be maintained at levels below 10% total cover in all planted areas. These species include, but are not limited to, Himalayan and evergreen blackberry, reed canarygrass, morning glory, Japanese knotweed, English ivy, thistle, and creeping nightshade. Dumitru Roman December 23, 2013 Page 6 8.2 Construction Management Prior to commencement of any work in the enhancement area, the clearing limits will be staked and any existing vegetation to be saved will be clearly marked. A pre- construction meeting will be held at the site to review and discuss all aspects of the project with the landscape contractor and the owner. A consultant will supervise plan implementation during construction to ensure that objectives and specifications of the enhancement plan are met. Any necessary significant modifications to the design that occur as a result of unforeseen site conditions will be jointly approved by the City of Renton and the consultant prior to thei.r implementation. 8.3 Monitoring Methodology The monitoring program will be conducted for a period of five years, with quarterly reports submitted during the first year and annual reports for Years 2 through 5. Based on the relatively small size of the enhancement area, the entire area will be reviewed and vegetation sampling plots will not be established. A record will be kept of all plant species found. Vegetation will be recorded on the basis of relative percent cover of the dominant species within the vegetative strata. Photo-points will be established from which photographs will be taken throughout the monitoring period. These photographs will document general appearance and progress in plant community establishment in the enhancement area. Review of the photos over time will provide a visual representation of success of the enhancement plan. 8.4 Maintenance Plan Maintenance will be conducted on a routine, year round basis. Additional maintenance needs will be identified and addressed following periodic maintenance reviews. Contingency measures and remedial action on the site shall be implemented on an as-needed basis at the direction of the consultant or the owner. Routine removal and control of non-native and other invasive plants (e.g., Himalayan and evergreen blackberry, Scot's broom, reed canarygrass, Japanese knotweed, English ivy, morning glory, thistle, clematis, and creeping nightshade) shall be performed by manual means. Undesirable and weedy exotic plant species shall be maintained at levels below 10% total cover within any given stratum at any time during the five-year monitoring period. Routine maintenance of planted trees shall be performed. Measures include resetting plants to proper grades and upright positions. Tall grasses and other competitive weeds shall be weeded at the base of plants to prevent engulfment. Woody plants shall only be pruned at the direction of the consultant or to remove pest infestations. Dumitru Roman December 23, 2013 Page 7 8.5 Contingency Plan All dead plants will be replaced with the same species or an approved substitute species that meets the goal of the enhancement plan. Plant material shall meet the same specifications as originally-installed material. Replanting will not occur until after reason for failure has been identified (e.g., moisture regime, poor plant stock, disease, shade/sun conditions, wildlife damage, etc.). Replanting shall be completed under the direction of the consultant, City of Renton, or the owner. 8.6 As-Built Plan Following completion of construction activities, an as-built plan for the enhancement area will be provided to the City of Renton. The plan will identify and describe any changes in relation to the original approved plan. If you have any questions, please give me a call. Sincerely, ALTMANN OLIVER ASSOCIATES, LLC John Altmann Ecologist t~\1:1\ "'™"'00 ' J ~ .v;; ~~-0 I ~.~1' -'= --~ -~\ I \ I " ~-----------~~~ ' ' I ' ' r-----------! ORDINARY Hl&H WATER OF KENNYDALE GREEK GLASS 3 STREAM 15' BUFFER / ;f I I I I / ' ', J PLAN LEGEND --------PROPERTY LINE -···-···-···-ORDINARY HIGH WATER OF KENNYDALE GREEK 1.·. ·.-·. ·. · .. ·_ · .-i EXISTING "'1ETLAND --------STANDARD WETLAND/STREAM BUFFER --------PROPOSED AVERAGED STREAM BUFFER ----0---0--0---SPLIT-RAIL FENGE WITH N6PA 516N5 IMPACT LEGEND I j· BUFFER REDUGTION MITIGATION LEGEND ~ BUFFER REPLACEMENT ~A BUFFER ENHANGEMENT GRAPHIC SCALE /IN FEET) -:1 SGALE:l:50 1'l_QTE5 5;)14 SF 11,Cl54 SF 5,'i2J SF N I. SURVEY t. SITE PLAN PROVIDED BY ENGOMPAS5, 165 NE .JUNIPER STREET, SUITE 201, ISSAGUAH, WA 'i0021, (425) 3Cf2-0250. <O z ~ ~fl • "'l wN,,, ~()31.f)!:c,,!.,t ,:qj")<n <{ c, !....:! ..: ~ u' Q ~ Ell'I :5 j1 ~ ~~ ~ !iis '..Jf-"IL <I) w I-~ u. "iii ~~~ -"~z-~Z~ ~B~ 23 hi! < .!i~jJ ::l l ~~ i -~ ~ ~ I ~ ! ~ j 0 ~ C I a . ! i ' >--( I I ' 1, jl ' ___ IL....- ' ' ' ~----·--: I ' I I ' I ' ' ' ' ' ' ' ' ' ' ' ' ' ' T /I, L ___ _ / \i \ I \1 11 co ' ' I ' ' I : ~---\--i / ' ' / ' \ EE : \ \. : ' I ,, : \ r ..... .. ' ' : ' '----r ------ "'L--------1--------, ' ---~A J_____ -""> /I ----~-r-r--~~~-----1,o,M..,........ ' I ' ' I ' ' I / I / I ' ' I IL ______ _ /, : I ' I i I : I : ! --------t-----1--~ ','. ' 1· · I I ' ' / I : ' I ' ' ' - I ,-, J I I I I I ™ ! 'V w -~~-~-· ---~--•. v •. \ ., \ ' ~- '~ .... . ... '0-V ,-. • • ' ., • -, '"\ .j,, _,:..-\ ,. -?I:\ ~-z--: µ.,..;; .. ,_ ?;......--· ----. / I' I' ' ' -/ t ' -.........._ ' I I/ \ t' ....... -.. L----------~-----------__1_ __ , '-, -----""~-~;-----~t---=------= ---------~----"--~ -, I , \ \ ' \ I \ ' ' '°s ' ' '° '°.s. '°v' ' ~ 17,. ~ / ' :1, I PLAN LEGEND --------PROPERTY LINE -···-···-···-K.ENNYDALE GREEK --------STANDARD WETLAND/STREAM BUFFER --------PROPOSED AVERAGED STREAM BUFFER --~~--SPLIT-RAIL FENCE HITH N6PA SIGNS PLANT LIST (SEE Fl6URE 3 FOR GOMPLETE SGHEDULE) TREES KEY SGIENTIFIG NAME AM AGER MAGROPHYLLUM PM P5BJDOTSU6A MENZIESJ I TP THU.JA PLIGATA SHRUBS KEY SGIENTIFIG NAME RS RIBE5 SANGUINEUM R ROSA NUTKANA 5 SYMPHORIGARPOS ALBIJ5 CUTTINGS KEX SGIENTIFIG NAME G GORNUS SERIGEA W SALIX SITGHENSIS _GOMMOt:,l NAME BIG LEAF MAPLE DOUGLAS FIR WESTERN RED GEDAR GOMMON NAME RED GURRANT NOOTKA ROSE SNOWBERRY GOMMON NAME RED-OSIER D05v,V0D SITKA WILLOW NOTE, WILLOW QUANTITIES BASE ON 3 GUTTIN65 PER SYMBOL N GRAPHIC. SC.ALE (IN PEET) n-,~ 0 10 20 H™''"'"'I 30 40 60 SGALE,1,20 NOTES I. SURVEY ! SITE PLAN PROVIDED BY ENCOMPASS, 16S NE ...l.JNlPER STREET, SVITE 201, 155.A.QIJAH, HA C!8021, (425) 3Gl2-02SO. "' ~~ i[8 ' <!)!!) ~~ Z-' <,-c i[<5 I)'-' f- ill 0.. <D "-.-z u..O::I iil Cl"' ..crif ~~~ ijl~z [ ci&J -«: 1·, 0 'l -«: l, ::! ! _, ' ,Ji i .B ! g ~ ~ e < - ] ! ~ i a - .§ i <' .r: .; 7 * ~ • PLANT 5C.HEDULE ij~ ~ ~- TREES ~ \lJ {() KEY SGIENTIFJG NAME COMMON NAME DENSIT'r' QTY SIZE (MIN) NOTES 0 ~6 AM AGER MAGROPHYLLUM BIG LEAF MAPLE c:f' 0.G. 15 2 6AL. 51N6LE TR!JNK, WELL BRANCHED is ~z ~~i PM PSEUD0T5UGA MENZIESll DOI.J6LA5 FIR '1' O.G. 16 2 SAL. FULL 4 BlJSHY ~' ~N~ TI' THJ.JA PLIGATA WESTERN RED CEDAR c:f' O.G. 18 2 GAL. FULL .f. BUSHY' 5HRUB5 KEY SGIENTIFJC NAME COMMON NAME DENSITY QTY SIZE (MIN) NOTES RS RIBE5 SAN6UINEUM RED CURRANT 6' O.G. 11 I 6AL. MUL Tl-GANE (3 MINJ R ROSA t-1.JTKANA NOOTKA ROSE 6' O.G. 61 I GAL. KJLTI-GANE (3 MIN) s SYMPHORIGARPOS ALBUS SNOHBERRY 6' O.G. 64 I.GAL. MULTI-GANE (3 MIN) '" z 0 ~ <J C.UTTIN65 ii: KEY SGIENTJFJG NAME GOMMON NAME DENSIT'r' QTY SIZE (MIN) NOTES \)"' C, GORNUS SERIGEA RED-OSIER D06HOOD 6' O.G. 51 4' GVTTINe 1/2" DIA. MIN., BARK INTACT I!' ic <110 H SALIX SITGHENSIS SITKA HILLOH 6' 0.G. 51 4' GLJTTIN6 l/2" DIA. MIN., BARK INTAGT ~'i' NOTE WILLOW GIUANTIT!ES BASE ON 3 GUTTlN65 PER SYMBOL w!!) ---' <( 53 w -:n-z 5PEC.IFIC.ATION5 ~:'i~ I. ALL PLANTS SHOULD BE INSTALLED BETWEEN DECEMBER 1ST AND MARCH 15TH, IF POSSIBLE. >-Q_ lQ 2. PRIOR TO INSTALLATION OF PLANT MATERIAL, ALL NON-NATIVE VEGETATION WITHIN THE ENHANGEMENT AREA SHALL BE GRUBBED (ROOTS AND H,~ GANES) BY HAND OR VJA A SMALL BOBGAT. THESE PLANTS INGLUDE, HIMALAYAN AND EVERGREEN BLAGKBERRY, EN6LISH HOLLY, EN6L15H IVY, ii' 0 REED GANARY6RAS5, THISTLE, JAPANESE KNOTWEED, Nl6HTSHADE, SGOT'S BROOM, AJRPLE LOOSESTRIFE AND HEDGE BINDWEED. --~ 3. ALL PLANTS SHALL BE PIT-PLANTED IN PLANTIN6 PITS EXGAVATED 2X THE DIAMETER OF THE PLANT. PITS SHALL BE BACKFILLED WITH A 30no ;~~ MIX OF PAGIFIG 6ARDEN MJLGH (P6M) TO NATIVE SOIL. PITS SHALL BE AMENDED WITH A HYDRATED SOIL POLYMER (INSTALLED AT RATES PER ifi-f-MANUFAGTURER'S SPEGIFIGATIONJ. PLANTS SHALL BE INSTALLED 2• HIGH AND SURFACED MULGHED TO A DEPTH OF 2• WITH MEDIUM-GOURSE BARK :,:z MULGH PLACED GONTINUOUSLY THROlJGHOUT THE PLANTIN& BED. u:5il! 4. ALL PLANTS SHALL BE NURSERY 6ROWN (IN W. Y'IA OR OR) FOR AT LEAST I YEAR FROM AJRGHASE DA TE, FREE FROM DISEASE OR PESTS, WELL-ROOTED, BUT NOT ROOT-BOUND AND TRUE TO SPEGIES. • ••• 5. PLANT LAYOUT SHALL BE APPROVED BY AOA PRIOR TO INSTAL.l.ATION AND APPROVED UPON GOMPLETION OF PLANTIN6. .. . 6. UPON APPROVAL OF PLANTIN6 INSTALLATION BY AOA, THE GIT( OF RENTON WILL BE NOTIFIED TO GONDUGT A SITE REV!EV'l FOR FINAL APPROVAL ~ !HI OF GONSTRUCTION. 1. ALL PLANTS SHALL BE HAND-Y'IATERED OR Y'IATERED VIA A TEMPORARY IRRl6ATJON SYSTEM. w.ATERIN6 SHOULD oc..GUR TWIGE-WEEKLY ..1JNE 15-0GTOBER 31 THE FIRST YEAR AFTER PLANTIN6 AND ONGE WEEKLY JULY 1-0GTOBER I THE SEGOND YEAR AFTER PLANTJN6. FLOW SHOULD u ! OGGUR AT A RATE OF 112• OF w.ATER DURING EAGH w.ATERING EVENT, ENS1JRIN6 GOMPLETE SATURATION OF THE ROOT ZONE. ~ ' 8. MAINTENANGE SHALL BE IMPLEMENTED ON A REISULAR BASIS AGGORDIN6 TO THE SC:.HEDULE BELOv,1. 1I ANNUAL MAINTENANGE SGHEDULE .g i MAINTENANGE ITEM j F M A M j j A 5 0 N D ::l ~ . <. ! WEED CONTROL I I I I I I I I I . ' .:: t ; 6ENERAL MAINT. I I I I I I I I I I I I 5 •. $ ' Y'IA TERIN6 -YEAR I 4 8 e, 8 4 " ' " ' " ~ HATERIN6 -YEAR 2 4 4 4 .§ j < ' 1-8 = NUMBER OF TIMES TASK SHALL BE PERFORMED PER MONTH. Q. " ROOT 6"U.. DL,1,l,£;"fR SET f\.ANT STRAl6HT AND PL..ACE ROCTB,l,U. ON SOUP 6RaM, OR ON GOl'PAG1ED BAGKFILL BAC+;:FIL.L PI..ANTIH6 HOl.E 1/2 R.n..1. Y'IITH NATIVE SOIL, TAI-P SOtL TO 5TABILIZE ROOlBAU... DO NOT D15TLRB ROOnV1U.. 6,lr,G.KFIU. R&1A.IN!H6 PI.ANTIN5 HOLE~ SPfG1FIC:.AT10N5. Al-£NC) B,A,,C.KFIU. AS NO'TED IN TIE INSTALLATION NOTEi. FIKISH 6RAtlE. 5CAAIP1' SIDfS Cf' FI.AKT1H6 HOLE. MAKE 9.Rf ~ HAS 6000 DAAINA6E. EX15T1H6 NATIVE SOIL. ~Q, EW:.KFILL PI..ANT1Nl5 HOLE 1/2 Rl.L HITI-1 NATIVE SOIL, Ll6Hi1..l' GOMP>GT SOIL AROUND ROOTS AND AU.Ot1 HA'lBt TO 5ETTLE.. DO MOT LEAVE AIR POC.KET5. BAGKFH. .. L REMAIN!N6 PI..ANTIH6 HOLE ~ 5f'ECIFIC:.ATION5. AMEND EIACl<f!L.L >,5 H01ED lN TI£ INSTAU.ATION NOTES. --------FINISH 6'VIDE.. !:GARIPI' SIDf5 Of F'I..ANTIN6 HOLE. MAA:E 9.Rf tt,Lf HAS 600D DAAIN.16E. FOR 6AAf ROOT RJrriN'TIH6 ON Si..OF6, INST.AU. f'LJ,HT Lffl6HT ON Lf'V'EL SOIL TO AsaRf GOVER Gf' ROOrS ON DOrN-IILL 5ltlE OF Pl.A'(T_ GOMPAGT SOIL l.taJER !WOT MASS EXIST!NIS NATIVE SOIL. CONTAINER TREE/SHRUB PLANTING DETAIL (t, .) 2 BARE-ROOT TREE/SHRUB PLANTING DETAIL (t .) N..T.S. V l.,5E A 24" STEEL BAR OR HARLIN SPIKE AT LEAST 1/2" DIA. AS A PILOT l+iEN PLANTIN6 GUTTIN65 IN DENSE OR GRAVELY 5011..5. · INSERT SPIKE TO A MIN. OF I&'. INSERT CJJTTING ANO TAJ-F> SOIL AROUND BASE. :=~~~~~~ ~) --rr=S"Tr<l"',-,r,-,. OF AT LEAST It>". LEAVE A -=I i= -"'I' I!=-M11< OF ao· oe wrnN& :::::::i ____:j 11: ABOVE l9RC\IND SURF AGE :::11 E 111= TO ALLOI< FOR= -~ El I Sf'!WUTII .. OF LEAVES. '-!I' @CUTTING DETAIL w1 IU.5. H01E5, 1. GUTTlNGS 5HALl.. SE 5R:GIE5 AS liOTED IN THE PLANT 5c.HEDLLE. 2. GUTTlNGS 5HALl.. SE AT LEA5T 1/2" DIA. AND 4' (mrnJ IN U:N6TH. N..T.5. 3. GUTTINGS HJ5T SE ALIVE WITH SIDE 6RANC.HE5 GL.EARt. Y REMOVED AND BARK INTAC,T. GUTTINGS 5HAll. SE PLANTED WITHIN 24 HClllRS OF GIJTTIN6. '< '< ,,_ _________ e,•-o••---------,f CHAMFER ToP OF P05T 45 DESRf:ES TO A DEPTH OF I" ON ALL FOLR SIDE, COAT W25-YEAR 5EALANT 4 x 4" PRE55URE-TREATEP FIR POST K1'1FR. TREATED E1'D (no !iolto Gl.lt5) 2 x t,• PRE56l,RE TREATED FIR RAILS, 5PAGED l'-6' O.C.. Fll'lAL GRADE 4. THE l9UTT ENOS 5HCU..D SE c.L.EAN1... Y GUT AT AN ANGLE FOR EASY INSERTION INTO TH:E SOIL. THE TOP 5HOIA...D SE GllT 5GlJARE OR BUJNT. 24" MIN ==FOOTIN6 5. GUTTINGS MJST SE FRESH AND l'EPT MOIST AFTER GVTTIN5. THEY 5HOULD 6E PR1..t1ED ANO INSTALLED THE SAME DAY. b. D!P 60TTOM OF aJTTIN5 IN A PLANT ROOTIN5 HORMONE PRIOR TO INSERTION INTO THE SO!L. J I '4• ~--WMPAGTED 6RAf.ULAR 5U&-BA5E J.-,, . .J NOTES, I. RAIL FENC.E TO ALISN WITH LAND 6RADIENT. anT-JCllNT FA51BEO WlriREE-3" 12d B?X t£AD NAILS POST/RAIL CONNECTION 2. TREAT ~ITH GLEAR PRESERVATIVE UPON GOMPLETION OF INSTALLATION. 3. ALL FA5TBER5 TO SE 5AI...VANIZED SlEEL. @) ;;.LIT-RAIL FENCE DETAIL "' <lllr ::::!() ;<:o w' (l !!) z~ 0-' i= • . ~~5 ~-' I-"'~ ~ z "JC So"' .. Ji~ ~~6- ijl j' 1z ii: iS ili «: l •• ~Hf! u ! -' ' ....l ~ ,,,·' ~ ~ ] i -~ f 6 ~ § j § < . ~ I !lo ::; ~t ~ z z r==1r=j;flis.J:~~~J.LJ ~ JN JnNl',V SJNOI' ' " u. 0 z 0 ~ 0 a. z 0 " 0 I < • ~ ~ 0 z m ~ " ~~ iii I I I I I L Denis La,;_,. Mayot . Dej,_artme~t of Community and ~c~no,;,ic De~elopment .•.. -·. . . . . -. ---. t.E."Chii:i"Vincent,Administrator ... J~nµary 27, 2014 Tom Redding ·· Encompass Engineering and Surveying .165 Jupiper Str~et, Suite 201 issaquah, ·wA. 98027 . 'SUBJECT: _·. · "OffHoJd".,N'otice Roman Short Plat/ LUA13-000795 _ Dear.MLReddil)g: · - -_-.Thank y~u for submitting the additionalrilateriais req~ested in the July 15, 2014 fetter from-the· __ . -City .. Your project has ,been ;t~ken off hold and the City will ·contirj\Je review of the Roman . Shcirt Plat project, . -. . . ' . . . . . . . . .. ', . . ·'· ' . . . . . .· ,· .... ·-. ,' .... ·: ' . ' . . . The short plat has been :rescheduled. for the Environmental Reviev.i Committee (EJ\C) ori .· Febr~ary 24, 2014. If you have any 9uestioris, please i:onfactme at (425) 430°7382. -- · .. _ Assoc:iat~ Planner ··-.. Cc:· Dum'itr~ & Adri~na Ro~an / o;_..,rier(s)> · . ~ Ma~gie' Linlirig; T~ri-y Dutrci;, Sus·a·n .~·icier/ Party{jesi ·or R'ecoid~ . : . . . ' ' ' ' . ' . ' . _ Rento~ City Hall • 1055 South G;ady Way.• Renton, Washi~gto~ 98057: • ;entonv(a.gov • Technical Memorandum 10230 NE Points Drive Suite 400 Kirklond, WA 98033 Phone (425) 8224446 Fox (425) 827-9577 To: Dmitru and Adriana Roman From: Jessica Redman, Wetland Scientist Kevin O'Brien, Ph.D., Senior Wildlife Biologist Copies: City of Renton ' Date: September 20, 2013 Subject: Stream and Site Assessment, Roman Property- City of Renton Project No.: 32335 Otak Inc. biologists were asked to provide a stream and site assessment on the property located at 2120 Jones Ave. NE in the City of Renton, King County, currently owned by Dumitru and Adriana Roman (Figure 1). Kennydale Creek, a stream system that drains. Otak biologists conducted their · site visit on August 27, 2013, and were able to view the stream and an associated wetland on the subject parcel. Otak biologists also viewed additional segments of Kennydale Creek from public rights-of way upstream oflnterstate 405 (I-405), including the intersections of: Jones Avenue NE near NE 24"' Street; NE 24"' Street near High Avenue NE; and the stream crossing on NE 20"' Street. Kennydale Creek is currently categorized by the City as a Class 4 stream upstream of the I-405 crossing (including the subject parcel), and as a Class 3 stream downstream of the I-405 crossing. The City indicates the stream categorizations on their current interactive mapping software Q1tt;p://rentonwa.gov/government/default.aspx?id=29886) and the stream maps depicted in the City of Redmond Municipal Code (Figure 4-3-0SOQ4). Per the Renton Municipal Code (RMC 4-3- 050.L.1.a) Class 3 and 4 streams are defined·as: Class 3: Class 3 waters are non-salmonid-bearing perennial waters during years of normal rainfall, and/or mapped on Figure Q4, Renton Water Class Map, as Class 3. (RMC 4-11- 160 defines perennial as "Waters which flow continuous!j'). Class 4: Class 4 waters are non-salmonid-bearing intermittent waters during years of normal rainfall, and/ or mapped on Figure Q4, Renton Water Class Map, as Class 4. (RMC 4-11-090 defines intermittent as "A condition where water is not present in the channel year-round duringyears of nonnal or above normal rainfall') . • • -·· ••• -·--• .J •••• Stream and Site Assessment, Roman Property-City of Renton Page 2 September 20, 2013 Numerous studies have been completed for different segments of Kenny dale Creek. These studies include a stream assessment conducted by Jamie Glasgow of Wild Fish Conservancy on September 18, 2008 on segments of Kennydale Creek located upstream of I-405 (Wild Fish Conservancy memorandum, September 23, 2008). Ms. Glasgow reported observing flow both upstream (near NE 20" Street) and downstream (near NE 24" Street) of the subject parcel in the autumn of 2008. Additional studies on upper Kennydale Creek include a stream assessment prepared by Carl Hadley of Cedarrock Consultants, Inc., dated February 17, 2006. Mr. Hadley reviewed the water type classification of upper Kennydale Creek, and recommended maintaining the Class 4 water classification of the stream. A 2013 report prepared by Altmann Oliver Associates LLC also identified Kennydale Creek on and in the vicinity of the Roman property as a Class 4 water. Otak biologists conducted a site visit at the end of August 2013, after a relatively dry summer. At that time, Kennydale Creek on the Roman property showed flow upstream and downstream of a ponded wetland on the property (Figures 2 and 3). The wetland was delineated and rated as a Category III wetland, per Washington Department of Ecology protocols for western Washington wetlands (Altmann Oliver Associates LLC, 2013). The upstream and downstream segments of Kennydale Creek on the subject property provided inflow and outflow to the wetland. Wetted width at the upstream end of the wetland was 2 feet at the time of the site visit; wetted depth was 0.25 feet. Stream dimensions measured at the upstream end of the wetland included a bankful width of 7 feet and a bankful depth of approximately 1 foot. Downstream of the wetland, the measured wetted width was 3. 5 feet and measured wetted depth was 0.25 feet. Bankful width downstream of the wetland was measured at 6 feet, with a measured bankful depth of 1.7 feet. The stream segments upstream and downstream of the wetland showed no vegetation in the channel; stream energy in the system appears to be sufficient to form and maintain channel morphology. Substrate in the channel segments were dominated by fine materials, with a relatively small proportion of gravel noted as well. The wetland on the Roman property, located between the upstream and downstream property segments of Kennydale Creek, appeared to be comprised of a · fine, silty substrate and contained 0.1-0.5 feet of water at the time of the site visit. Riparian vegetation on the site generally consisted of an herbaceous layer of grass species, creeping buttercup (&inunculus repens), and horsetail (Equisetum spp). An open tree canopy in the vicinity was comprised of black cottonwood (Populus balsamifera), willow (Salix spp), Lombardy poplar (Populus nigra), and fruit trees. Dominant vegetation associated with the wetland included reed canary grass (Phalaris arundinacea), cattail (Typha latifolia), and duckweed (Lemna minoi). Other segments of the stream channel that we were able to view from public rights-of-way (both up- and downstream of the subject parcel) contained flowing water and also generally lacked vegetation, indicating potentially higher velocity flows or impoundment. However, many of these segments Stream and Site Assessment, Roman Property-City of Renton Page 3 September 20, 2013 were viewed at or near culvert inlets or outlets, which can influence stream flows, and may not be representative of the stream's characteristics. · While some portions ofKennydale Creek upstream ofl-405 may lack surface water flow during some portion of the year, based on previous investigations and hydrologic conditions that may vary spatially within the stream system, it appears that flow on the Roman property is perennial. The presence of the on-site wetland appears to serve as hydrologic reservoir, storing water throughout the year and providing a metered flow into the downstream portion of Kennydale Creek on the Roman property. The stream segments of Kennydale Creek on the Roman property would technically meet the criteria for consideration as a Class 3 stream system per RMC 4-3-050.L.1.a.iv. Per RMC RMC 4-3-050.L.5a, the buffer width for a Class 3 stream is 75 feet, measured landward from the ordinary high water mark. The City of Renton provides for buffer reductions for Class 3 streams to 50 feet (RMC 4-3-050.L.Sc) in some cases, as well as a stipulation that buffer averaging- should it be possible-may reduce buffers for a Class 3 stream to 37.5 feet in places if the criteria for buffer averaging are met (RMC 4-3-050.L.Sd). Finally, existing legal lots may receive a variance for construction of single family homes per RMC 4-9-250.B.1 if conditions for buffer reduction or averaging cannot be met. Stream and Site Assessment, Roman Property-City of Renton Figure 1. Project Vicinity Map. ·--'· ----:i~~- Page 4 September 20, 2013 Stream and Site Assessment, Roman Property-City of Renton Figure 1. Project Vicinity Map . . ... \. ---~ .... ,..., P age4 Sep tember 20, 20 13 Stream and Site Assessment, Roman Property-City of Renton Page 5 September 20) 201 3 Figure 2. Stream Outlet and Property Wetland. View is towards downstream bridge. Stream and Site Assessment, Roman Property-City of Renton Page6 September 20, 2013 Figure 3. View of Upstream Portion ofKennydale Creek on Property. Note flow in system. Altmann Oliver Associates, LLC AOA PO Box 578 Camatio11 , \\'A !)8014 Ofllc~ (•125) 33~535 fax (42:,) 33~509 Environmental October 30, 2013 Dumitru Roman 2120 Jones Ave. NE Renton, WA 98056 SUBJECT: Supplemental Stream Study for Roman Short Plat City of Renton File No. LUA 13-00795 Dear Dumitru : 1.0 INTRODUCTION Planning & Landscape Architecture AOA-4115 This report is the result of a wetland and stream study ·on a 2 .27-acre site located in the City of Renton , Washington. As part of the current project the site would be subdivided into two lots. The purpose of this report is to: 1) describe and classify the wetlands and stream delineated on the property, 2) describe how the project meets the criteria for proposed stream buffer averaging, and 3) describe the stream buffer enhancement that will be conducted in conjunction with the buffer averaging. 2.0 GENERAL PROPERTY DESCRIPTION AND LAND USE The site consists of tax parcel 334390 -3203 located at 2120 Jones Ave. NE in the City of Renton, Washington . It is found within the SW ~ of the NE ~ of Section 5, Township 23 North, Range 5 East, W .M . The site is currently developed with your single-family residence and several associated out-buildings . The remainder of the property is undeveloped and consists of a mix of small forested areas, dense brush, and yard/orchard . Kennydale Creek drains from south to north through the central portion of the property. Dumitru Roman October 30, 2013 Page2 3.0 METHODOLOGY On November 3, 2011 a wetland reconnaissance and delineation was conducted on the subject property utilizing the methodology outlined in the 1997 Washington State Wetlands Identification and Delineation Manual and the May 2010 Regional Supplement to the Corps of Engineers Wetland Delineation Manual: Western Mountains, Valleys, and Coast Region (Version 2.0). The ordinary high water (OHW) of both sides of Kennydale Creek was delineated during the November 2011 field investigation. Additional site reviews were conducted on May 28, 2013 and October 22, 2013 to review current property conditions. 4.0RESULTS Kennydale Creek drains from south to north through the central portion of the property. In addition, a small pond (Wetland A) was delineated along the stream corridor to the east of the residence. A wetland mosaic (Areas B and C) was also delineated throughout the southern portion of the site. All of the wetland and stream boundaries were subsequently surveyed by Encompass Engineering & Surveying (Figure 1). Each of these critical areas is further described below. 4.1 Kennydale Creek Kennydale Creek on the site consists of a well-defined channel that appears to have been historically ditched. At the time of the delineation, vegetation along the riparian corridor consisted primarily of a strip of poplar (Populus sp.) and dense Himalayan blackberry (Rubus armeniacus) and hawthorne (Crataegus sp .) adjacent periodically mowed yard and orchard . Kennydale Creek has recently been determined to be a perennial stream and is now considered a Class 3 stream according to the City of Renton classification system. Class 3 streams require a 75-foot standard buffer. 4.2 Wetland A Wetland A consists of a historically excavated pond within the Kennydale Creek riparian corridor. At the time of the field investigations, the entire wetland contained several inches of ponding. Vegetation within the wetland consisted primarily of reed canarygrass (Phalaris arundinacea) with scattered water parsley (Oenanthe sarmentosa) and willow (Salix sp.) saplings. Black cottonwood (Popu/us trichocarpa), weeping willow (Salix babylonica), birch (Betula sp .), and red alder (A/nus rubra) were observed along the pond perimeter. Wetland A appears to meet the criteria for a Category 3 wetland and would require a 25-foot buffer per RMC 4-3-0SOM.6.c. Dumitru Roman October 30, 2013 Page 3 4.3 Wetland B/C Mosaic The southern portion of the site contains a mosaic of wetland areas. The area appears to have been disturbed through historic clearing, grading, and likely stream channelization. At the time of the delineation, the eastern portion of the wetland mosaic (Area B) contained a mix of red alder, willow, Himalayan blackberry, lady fern (Athyrium filix-femina) and giant horsetail (Equisetum telmateia). The western portion of the mosaic (Area C) was dominated by creeping buttercup (Ranuncu/us repens). Both Wetland Areas B and C appear to meet the criteria for Category 3 wetlands and would require 25-foot buffers. 5.0 WETLAND/STREAM FUNCTIONS AND V ALOES Wetlands, in general , provide many valuable ecological and social functions, including stormwater storage, water quality protection, groundwater recharge and discharge, and wildlife habitat. Although historically disturbed , the wetlands on the site do continue to provide many of these functions . The wetlands provide some limited stormwater storage areas that trap sediments and other pollutants . The trapping of sediments and pollutants within the wetlands helps maintain water quality in downstream areas. The wetlands may also provide further benefit to wildlife by releasing water slowly during the summer months, thereby contributing to the base flow of the stream . In addition to its hydrologic functions, the wetlands also provide biological functions . As components of the riparian corridor, the wetlands and stream provide habitat for a variety of wildlife species. Another biologic function of the wetlands is the . transport of nutrients (via Kennydale Creek) to downstream areas. Nutrients transported to downstream areas provide biological support for fish and other aquatic wildlife. Although privately owned, the on-site wetlands do provide some limited cultural wetland functions as part of the overall open space associated with the Kennydale Creek riparian corridor. The wetlands also contains some passive recreational opportunities such as wildlife viewing . 6.0 HABITAT ASSESSMENT . As part of the wetland and stream study, the WA Department of Fish and Wildlife's Priority Habitats and Spec ies (PHS) database was reviewed. This database did not indicate the presence of any threatened, endangered, sensitive, monitored, or priority habitats or species on or adjacent to the property. While the site does likely provide habitat for a variety of birds, small mammals, reptiles, and amphibians typi cally found within suburban environments, no threatened, endangered, sensitive , monitored , or priority species were identified on or adjacent the site during the field investigations. Dumitru Roman October 30, 2013 Page4 As defined in RMC 4-11-030.C, Critical Habitat is an area associated with threatened, endangered, sensitive, monitored, or priority species of plants or wildlife and which, if altered, could reduce the likelihood that the species would maintain and reproduce over the long term . Since no critical habitat has been identified on the site, no Habitat Data Report is required. 7.0 PROPOSED PROJECT As part of the proposed 2-lot short-plat, a new lot would be created in the northwest portion of the site . It is anticipated that a future single-family residence would be constructed within the western portion of the lot adjacent Jones Ave. NE. This portion of the site currently consists of a periodically mowed lawn . In preparation of construction of this new residence, a stream buffer averaging and mitigation plan has been prepared (Figures 1 through 4). Stream Buff er Averaging Stream buffer averaging is allowed by the City of Renton if the following criteria are met: (a) The water body and associated riparian area contains variations in ecological sensitivity or there are existing physical improvements in or near the water body and associated riparian area; and The area of proposed buffer reduction currently consists entirely of lawn to the edge of the creek and this portion of the buffer does not currently provide any significant habitat or protection functions t~ the stream. The area of the proposed buffer replacement is currently vegetated and would provide a larger habitat area on the eastern forested side of the stream . (b) Buffer width averaging will result in no net loss of stream/lake/riparian ecological function ; and Since the area of proposed buffer reduction does not currently provide any significant habitat or protection functions to the stream, there is no anticipated loss in ecological function or overall buffer area. Furthermore, implementation of the proposed buffer enhancement plan (see below) will significantly improve the plant species and structural diversity within the reduced buffer, thereby increasing the habitat value of the riparian corridor. The plantings and split-rail fence will also provide a visual and physical screen to the stream from the proposed residence. (c) The total area contained within the buffer after averaging is no less than that contained within the required standard buffer width prior to averaging; and Dumitru Roman October 30, 2013 Page 5 Under the proposed buffer averaging plan, 2,651 s.f. of buffer area would be reduced and 2,701 s.f. of buffer area would be provided . The plan would therefore result in a net gain of 50 s.f. of buffer area. (d) The proposed buffer standard is based on consideration of the best available science as described in WAC 365-195-905; or where there is an absence of valid scientific information, the steps in RMC 4-9-250F are followed. The proposed buffer would not be reduced beyond 50% of the standard buffer and would be consistent with best available science. Implementation of the buffer averaging and enhancement plan would increase the functions and overall area of the stream buffer on the site over current conditions. 8.0 STREAM BUFFER ENHANCEMENT As part of the proposed stream buffer enhancement plan, the entire reduced buffer lawn area would be planted with a variety of native tree and shrub species to increase the plant species and structural diversity of the buffer. These plantings and the split-rail fence would also provide a physical and visual screen to the stream from the p~oposed residence and would significantly increase the habitat and protection functions of the buffer over current conditions . 8.1 Goal, Objectives, and Performance Standards for Enhancement Area The primary goal of the enhancement plan is to increase the value of the buffer over current conditions . To meet this goal, the following objectives and performance standards have been incorporated into the design of the plan: Objective A: Increase the structural and plant species diversity within the enhancement area . Performance Standard: Following every monitoring event for a period of at least five years, the enhancement area will contain at least 7 native plant species. In addition, there will be 100% survival of all woody planted species throughout the enhancement area at the end of the first year of planting. Following Year 1, success will be based on an 80% survival rate or areal cover of planted or recolonized native species of 15% at construction approval, 20% a,fter Year 1, 30% after Year 2, 40% after Year 3, 50% after Year 4 and 60% after Year 5. Objective B: Limit the amount of invasive and exotic species within the enhancement area . Performance Standard: After construction and following every monitoring event for a period of at least five years, exotic and invasive plant species will be maintained at levels below 10 % total cover in all planted areas. These species include, but are not limited to, Himalayan and evergreen blackberry, reed canarygrass, morning glory, Japanese knotweed, English ivy, thistle, and creeping nightshade . Dumitru Roman October 30, 2013 Page 6 8.2 Construction Management Prior to commencement of any work in the enhancement area, the clearing limits will be staked and any existing vegetation to be saved will be clearly marked. A pre- construction meeting will be held at the site to review and discuss all aspects of the project with the landscape contractor and the owner. A consultant will supervise plan implementation during construction to ensure that objectives and specifications of the enhancement plan are met. Any necessary significant modifications to the design that occur as a result of unforeseen site conditions will be jointly approved by the City of Renton and the consultant prior to their implementation . 8 .3 Monitoring Methodology The monitoring program will be conducted for a period of five years, with quarterly reports submitted during the first year and annual reports for Years 2 through 5. Based on the relatively small size of the enhancement area, the entire area will be reviewed and vegetation sampling plots will not be established . A record will be kept of all plant species found . Vegetation will be recorded on the basis of relative percent cover of the dominant species within the vegetative strata. Photo-points will be established from which photographs will be taken throughout the monitoring period. These photographs will document general appearance and progress in plant community establishment in the enhancement area. Review of the photos over time will provide a visual representation of success of the enhancement plan. 8.4 Maintenance Plan Maintenance will be conducted on a routine, year round basis . Additional maintenance needs will be identified and addressed following periodic maintenance reviews. Contingency measures and remedial action on the site shall be implemented on an as-needed basis at the direction of the consultant or the owner. Routine removal and control of non-native and other invasive plants (e.g., Himalayan and evergreen blackberry, Scot's broom, reed canarygrass , Japanese knotweed , English ivy, morning glory, thistle, clematis , and creeping nightshade) shall be performed by manual means. Undes irable and weedy exotic plant species shall be maintained at levels below 10% total cover within any given stratum at any time during the five-year monitoring period. Routine maintenance of planted trees shall be performed. Measures include resetting plants to proper grades and upright positions. Tall grasses and other competitive weeds shall be weeded at the base of plants to prevent engulfment. Woody plants shall only be pruned at the direction of the consultant or to remove pest infestations . I I I I I I I I I I I ORDINARY HIGH HATER OF KENNYDALE GREEK GLASS 3 STREAM 15' BUFFER ) ~ / !' /,ti> WHr1~---L-----~----. II ~,. ,.J. _:;:,.;;~~-~ ~ ..V-24.1.~ (l*PC-~ I 9" \ A"' r I rl .. ~ G. I ~~~ .... '. ,.,~--,~, '~-~~ : I Q .... -;c. _.,.e I~ ,r' I / --· . --=-. ' ', ~"""#~!"~~'· I cr r I 1, ' '-, 1 t r· H • .. ,~ .. _,.,..._._ ~ • '\ ,,. \ I I\ \ '-1 ~ -,r.-r-•..• ·-~" ... j _, \ f-..-' I .~A.·."\·· \ I<• \ \ I \ ..,C~Tl;G.01:<Y. tU;_,.; ·... · ... \~ ~ .~ \ '~~~ r=-.... , ':.. -I I \ ~ I ~' I '-\ "' ~·~·. I I \ I \'\' \ \ 1:,, ··. ··'l \ 'iii::: or ,... ·H .... I' \ I -.. ;N ;! \ •=uu , · ) , T.L. 33<4J90-J20j\ ; l I \ \ '-\ Pl I~ 'f $ I .1---V ..... ~~-..,..~~ ... \ ~ \ ,,. t ' . .J.J, ... 1:r · ... 'it .\ I r '°' .,. ...._.I. • • • • • • • I \. I '' -· ->I, • . • • • I ' ... __.. .• • 1 ,., • l ~· . ~-. . • k \ I ~·. ·:r ...... ·,y... I ' ' •• •• •• ", • ~ WETI:.AND.S~-r '-' ~. •• •• · [· · 1· >~TEGORY II\ , ', ' '' e', · · · . I • 2 ' • ,._,. BUFFER 1 ~ ... /.~ .•.•..••. !!. . . • ""1 ) ' ' ;:;; .dlboa . • • • i • ~ I I / ,.-1 l3 ~ J'V. • • · • · ,I, , .....Q•G" z ., .... " '!I ... ,.... l 21:::i9i.• / ,·I 9r l I I ~ -----------~~- ... D ':!: t1' / /,,/~~~-9 .. · ( r, --.. -./ t \ I ~ \ I ·1L......... u i ! .l ._ __ ~.:.~--t ~~, .. \ I !.¥ I \ 11,..iv; " ..... I I I I r-----------~ 1~ 1 I I -- I 1 1 I I I I I I 11 I I I I I I I I I I I I I ! PLAN LEGEND --------PROPERTY LINE _ ... -... -... -ORDINARY HIGH HATER OF KENNYDALE GREEK ~.-. · .. ·. ·. ·. ·. ·. i EXISTING HETLAND --------STANDARD WETLAND/STREAM BUFFER --------PROPOSED AVERA6ED STREAM BUFFER -o---o---<>--SPLIT-RAIL FENGE i-llTH N6PA Sl6N5 IMPACT L EGEND I J BUFFER RED\JG TION MITIGATION LEGEND ~ BUFFER REPLAGEMENT ~/ffeffe,01 BUFFER ENHANGEMENT NOTES 2,651 5F 2,101 5F 2,651 5F I. SURVEY 4 SI TE PLAN PROVIDED BY ENGOMPA55, 165 NE .J.JNIPER STREET, SUITE 201, IS5AGlUAH, WA qe,o21, (425) 3'12-0250. GRAPHI C SCALE (IN FEET) SGALE,1,50 N ,1 z < ..J D. z () j::: < ll) Elf\ LIT r--c ~~ iii< ~3 ~ 1-·z <:58 O'. D. ll) UJ I-,?; ~~~ -= ii1 :z ~ i-C -1- iL~~ ---.. , r i.. ~hu ~ t ,-I t :i 1 .-~ i 8 ! ~ t ·< ... ~ ! ~ j 8 t .::: l < • -----=-T----~--=-- ' / l -~J ----_ ~---=-_:-_ -----~ ---I - I ' ' ' /1, / \j ' I \1 PLANT SCHEDULE TREES KEY SC.IENTIFIC. NAME AM AGER MAGROPHYLLUM PM PSEUDOTSUGA MENZIESII TP TI-l.lJA PLIC.ATA SHRUBS KEY SC.IENTIFIC. NAME RS RIBES SANGUINEUM R ROSA NJTKANA 5 SYMPHORIC.ARPOS ALBUS G UTTINGS KEY SC.IENTIFIC. NAME G, c.oRNU5 SERlc.EA w SALIX SITC.HENSIS I I I I I I I I I C.OMMON NAME BIG LEAF MAPLE DOUGLAS FIR WESTERN RED C.EDAR C.OMMON NAME RED GURRANT NOOTKA ROSE SNOWBERRY C.OMMON NAME RED-OSIER DOGWOOD SITKA HILLOH NOTE: WILLOW QUANTITIES BASE ON 3 c.uTTINGS PER SYMBOL / / / DENSITY q• o.c.. q• o.c.. q• o.c.. DENSITY b' o.c.. b' OL. b' o.c.. DENSITY b' o.c.. b' o.c.. QTY SIZE (MIN) 10 2GAL. 10 2 GAL 12 2 GAL. QTY SIZE (MINJ 5 I GAL. 31 I GAL. 25 I GAL. QTY SIZE (MJNJ 21 4' GUTTING 15 4' GUTTING PLAN LEGEND --------PROPERTY LINE -···-· .. -···-KENNYDALE GREEK --------STANDARD V'IETLAND/STREAM BUFFER --------PROPOSED AYERA6ED STREAM BUFFER o---SPLIT-RAIL FENC.E WITH NGPA Sl6N5 GRAPHI C. SC.AL E (IN FEET) SGALE,1,20 NOTES 1 N I. SURVEY t SITE PLAN PROVIDED BY ENC.OMPAS5, 165 NE JUNIPER STREET, SUITE 201, 155AGlUAH, WA qoo21, (425) 3<'12-0250. NOTES SIN5L.E TRUNK, HELL BRANCHED FULL 4 BU5HY FU..L 4 BU5HY NOTES M.JLTI-C.ANE (B MINJ M.JL TI-C.ANE (B MIN) MJL TI-C.ANE (B MINJ NOTES 1/2' D IA. MIN., BARK INTAGT 1/2' DIA. MIN., BARK INTAC.T ti'\ z IT <5 ir 9 ~!!2 -< ~3 < 1-·z Ir :5 ~ Q'.'.ll.~ UJ f-- lL O'.'.~ ~~~ ~~z· li!E~ ~8~ -~hH ~ l ..J ' l'.i I :~ 1 8 I ~. .~ j § i E C = ~ < • SPEG IF IGATIO NS I. ALL Pl.ANTS 5HCtll..D BE INSTALLED BETHEEN DECEMBER 1ST AND MARCH 15TH, IF P0551BLE. 2. PRIOR TO INSTALLATION OF PLANT MATERIAL, ALL NON-NATIVE VE6ETATION HITHIN THE ENHANCEMENT AREA SHALL BE GRUBBED (ROOTS AND C.ANESJ BY HAND OR VIA A SMALL BOBCAT. THESE PLANTS INC.LUDE, HIMALAYAN AND EVER6REEN BLAC.KBERRY, EN6LISH HOLLY, ENGLISH IVY, REED C.ANARYGRA55, THISTLE, JAPANESE KNOTWEED, NIGHTSHADE, SCOT'S BROOM, PURPLE L005ESTRIFE AND HEDGE BINDHEED. 3. ALL PLANTS SHALL BE PIT-A-ANTED IN PLANTIN6 PITS EXGAVATED 2X THE DIAMETER OF THE PLANT. PITS SHALL BE BAC.KFILLED HITH A 30no MIX OF PACIFIC GARDEN MJLC.H (PGM) TO NATIVE SOIL. PITS SHALL BE AMENDED H I TH A HYDRATED SOIL POLYMER (INSTALLED AT RATES PER MAl'UFACTURER'5 5PECIFIC.ATION). PLANTS SHALL BE INSTALLED 2' HIGH AND SURFACED MULCHED TO A DEPTH OF 2" HITH MEDIUM-C,OURSE BARK MULC.H PLAGED C.ONTINUOI.J5L Y THROU6HOUT THE PLANTING BED. 4. ALL PLANTS SHALL BE t-lJR5ERY 6ROl"IN (IN 1--1. HA OR ORJ FOR AT LEAST I YEAR FROM PURGHASE DATE, FREE FROM DISEASE OR PESTS, WELL-ROOTED, BUT NOT ROOT-BOUND AND TRUE TO SPEC.IE5. 5 . PLANT LAYOUT SHALL BE APPROVED BY AOA PRIOR TO INSTALLATION AND APPROVED UPON C.OMPLETION OF PLANTING. 6 . UPON APPROVAL OF PLANTING INSTALLATION BY AOA, THE C.ITY OF RENTON Y'llLL BE NOTIFIED TO C.ONOUC.T A SITE REVIEY'l FOR FINAL APPROVAL OF C.ONSTRUGTION. 1 . ALL PLANTS SHALL BE HAND-HATERED OR HATERED VIA A TEMPORARY IRRIGATION SYSTEM. WATERING SHOULD OGGUR TWIGE -1-1!:EKL Y .IJNE 15-0C.TOBER 31 THE FIRST YEAR AFTER PLANTING ANO ONGE HEEKLY ..JJLY I-OCTOBER I THE SEC.ONO YEAR AFTER PLANTING. FLOH 5HOULO OC.C.UR AT A RATE OF 1/2' OF HATER DURIN6 EACH HATERIN6 EVENT, ENSURING C.OMPLETE SATURATION OF THE ROOT ZONE. e,. MAINTENANGE SHALL BE IMPLEMENTED ON A REGULAR BASIS Ac.GORDING TO THE SC.HEOULE BELOY'l. ANNUAL MAINTENANGE SC.HEDULE MAINTENANC.E ITEM j F M A M j j A s 0 N I D WEED C.ONTROL I I I I I I I I I GENERAL MAINT. I I I I I I I I I I I I I WATERING -YEAR I 4 e, e, e, 4 WATERING -YEAR 2 4 4 4 t-e, = 1-VMBER OF TIMES TASK SHALL BE PERFORMED PER MONTH. l~J t [!I rn D ti:! !!} ~ ~ ... 2~ ! ~~~gS II\ IT 5 () ' If) 11)-z <( () 3 i= 1-:z <( <( () I.) ...J 1-~ff~~ O'.'.;Ji ~<( •• II) :r lfl::, • LUO'.'.Z O'.'.t:8 ~!:Z rr: is &t ) 1----... , ~ u ' ..J ! ..J I fj I .. ! -~H ~ C .h 0. ~ f s ( -l <: • ! . l J ~ ~ ;; Altmann Oliver Associates, LLC AOA l'O no, 578 C',n111a1io11 , \\'A 98014 Fa>-(425} 3:i:\-4509 Environmental October 30, 2013 Dumitru Roman 2120 Jones Ave . NE Renton, WA 98056 SUBJECT: Supplemental Stream Study for Roman Short Plat City of Renton File No. LUA 13-00795 Dear Dumitru: 1.0 INTRODUCTION Planning& Landscape Architecture AOA-4115 This report is the result of a wetland and stream study on a 2 .27-acre site located in the City of Renton, Washington . As part of the current project the site would be subdivided into two lots. The purpose of this report is to: 1) describe and classify the wetlands and stream delineated on the property, 2) describe how the project meets the criteria for proposed stream buffer averaging, and 3) describe the stream buffer enhancement that will be conducted in conjunction with the buffer averaging. 2.0 GENERAL PROPERTY DESCRIPTION AND LAND USE The site consists of tax parcel 334390-3203 located at 2120 Jones Ave. NE in the City of Renton, Washington . It is found within the SW 11. of the NE 11. of Section 5, Township 23 North, Range 5 East, W.M . The site is currently developed with your single-family residence and several associated out-buildings. The remainder of the property is undeveloped and consists of a mix of small forested areas, dense brush, and yard/orchard. Kennydale Creek drains from south to north through the central portion of the property. Dumitru Roman October 30, 2013 Page 2 3.0 METHODOLOGY On November 3, 2011 a wetland reconnaissance and delineation was conducted on the subject property utilizing the methodology outlined in the 1997 Washington State Wetlands Identification and Delineation Manual and the May 2010 Regional Supplement to the Corps of Engineers Wetland Delineation Manual: Western Mountains, Valleys, and Coast Region (Version 2.0). The ordinary high water (OHW) of both sides of Kennydale Creek was delineated during the November 2011 field investigation . Additional site reviews were conducted on May 28 , 2013 and October 22, 2013 to review current property conditions . 4.0RESULTS Kennydale Creek drains from south to north through the central portion of the property. In addition , a small pond (Wetland A) was delineated along the stream corridor to the east of the residence. A wetland mosaic (Areas B and C) was also delineated throughout the southern portion of the site . All of the wetland and stream boundaries were subsequently surveyed by Encompass Engineering & Surveying (Figure 1). Each of these critical areas is further described below. 4.1 Kennydale Creek Kennydale Creek on the site consists of a well-defined channel that appears to have been historically ditched . At the time of the delineation , vegetation along the riparian corridor consisted primarily of a strip of poplar (Populus sp .) and dense Himalayan blackberry (Rubus armeniacus) and hawthorne (Crataegus sp.) adjacent periodically mowed yard and orchard. Kennydale Creek has recently been determined to be a perennial stream and is now considered a Class 3 stream according to the City of Renton classification system. Class 3 streams require a 75-foot standard buffer. 4.2 Wetland A Wetland A consists of a historically excavated pond within the Kennydale Creek riparian corridor. At the time of the field investigations , the entire wetland contained several in c hes of ponding . Vegetation within the wetland consisted primarily of re ed canarygrass (Pha/aris arundinacea) with scattered water parsley (Oenanthe sarmentosa) and willow (Salix sp .) saplings . Black cottonwood (Populus trichocarpa), weeping willow (Salix babylonica), birch (Betula sp.), and red alder (A/nus rubra) were observed along the pond perimeter. Wetland A appears to meet the criteria for a Category 3 wetland and would requ ire a 25-foot buffer pe r RMC 4 -3-0SOM.6.c . Dumitru Roman October 30 , 2013 Page 3 4.3 Wetland B/C Mosaic The southern portion of the site contains a mosaic of wetland areas. The area appears to have been disturbed through historic clearing, grading, and likely stream channelization. At the time of the delineation, the eastern portion of the wetland mosaic (Area B) contained a mix of red alder, willow, Himalayan blackberry, lady fern (Athyrium filix-femina) and giant horsetail (Equisetum telmateia). The western portion of the mosaic (Area C) was dominated by creeping buttercup (Ranunculus repens). Both Wetland Areas B and C appear to meet the criteria for Category 3 wetlands and would require 25-foot buffers. 5.0 WETLAND/STREAM FUNCTIONS AND VALUES Wetlands, in general , provide many valuable ecological and social functions, including stormwater storage, water quality protection, groundwater recharge and discharge, and wildlife habitat. Although historically disturbed, the wetlands on the site do continue to provide many of these functions . The wetlands provide some limited stormwater storage areas that trap sediments and other pollutants . The trapping of sediments and pollutants within the wetlands helps maintain water quality in downstream areas . The wetlands may also provide further benefit to wildlife by releasing water slowly during the summer months, thereby contributing to the base flow of the stream. In addition to its hydrologic functions, the wetlands also provide biological functions . As components of the riparian corridor, the wetlands and stream provide habitat for a variety of wildlife species. Another biologic function of the wetlands is the . transport of nutrients (via Kennydale Creek) to downstream areas. Nutrients transported to downstream areas provide biological support for fish and other aquatic wildlife. Although privately owned, the on-site wetlands do provide some limited cultural wetland functions as part of the overall open space associated with the Kennydale Creek riparian corridor. The wetlands also contains some passive recreational opportunities such as wildlife viewing. 6.0 BABITA T ASSESSMENT . As part of the wetland and stream study, the WA Department of Fish and Wildlife's Priority Habitats and Species (PHS) database was reviewed . This database did not indicate the presence of any threatened, endangered, sensitive, monitored , or priority habitats or species on or adjacent to the property. While the site does likely provide habitat for a variety of birds, small mammals , reptiles, and amphibians typically found within suburban environments, no threatened, endangered, sensitive , monitored, or priority species were identified on or adjacent the site during the field investigations. Dumitru Roman October 30, 2013 Page 4 As defined in RMC 4-11-030.C, Critical Habitat is an area associated with threatened, endangered , sensitive, monitored, or priority species of plants or wildlife and which, if altered, could reduce the likelihood that the species would maintain and reproduce over the long term. Since no critical habitat has been identified on the site, no Habitat Data Report is required. 7.0 PROPOSED PROJECT As part of the proposed 2-lot short-plat, a new lot would be created in the northwest portion of the site. It is anticipated that a future single-family residence would be constructed within the western portion of the lot adjacent Jones Ave. NE. This portion of the site currently consists of a periodically mowed lawn. In preparation of construction of this new residence, a stream buffer averaging and mitigation plan has been prepared (Figures 1 through 4). Stream Buff er Averaging Stream buffer averaging is allowed by the City of Renton if the following criteria are met: (a) The water body and associated riparian area contains variations in ecological sensitivity or there are existing physical improvements in or near the water body and associated riparian area; and The area of proposed buffer reduction currently consists entirely of lawn to the edge of the creek and this portion of the buffer does not curr~ntly provide any significant habitat or protection functions to. the stream. The area of the proposed buffer replacement is currently vegetated and would provide a larger habitat area on the eastern forested side of the stream. (b) Buffer width averaging will result in no net loss of stream/lake/riparian ecological function; and Since the area of proposed buffer reduction does not currently provide any significant habitat or protection functions to the stream, there is no anticipated loss in ecological function or overall buffer area. Furthermore, implementation of the proposed buffer enhancement plan (see below) will significantly improve the plant species and structural diversity within the reduced buffer, thereby increasing the habitat value of the riparian corridor. The plantings and split-rail fence will also provide a visual and physical screen to the stream from the proposed residence. (c) The total area contained within the buffer after averaging is no Jess than that contained within the required standard buffer width prior to averaging; and Dumitru Roman October 30, 2013 Page 5 Under the proposed buffer averaging plan, 2,651 s.f. of buffer area would be reduced and 2,701 s.f. of buffer area would be provided. The plan would therefore result in a net gain of 50 s.f. of buffer area. (d) The proposed buffer standard is based on consideration of the best available science as described in WAC 365-195-905; or where there is an absence of valid scientific information, the steps in RMC 4-9-250F are followed. The proposed buffer would not be reduced beyond 50% of the standard buffer and would be consistent with best available science. Implementation of the buffer averaging and enhancement plan would increase the functions and overall area of the stream buffer on the site over current conditions. 8.-0 STREAM BUFFER ENHANCEMENT As part of the proposed stream buffer enhancement plan, the entire reduced buffer lawn area would be planted with a variety of native tree and shrub species to increase the plant species and structural diversity of the buffer. These plantings and the split-rail fence would also provide a physical and visual screen to the stream from the proposed residence and would significantly increase the habitat and protection functions of the buffer over current conditions. 8.1 Goal, Objectives, and Performance Standards for Enhancement Area The primary goal of the enhancement plan is to increase the value of the buffer over current conditions. To meet this goal, the following objectives and performance standards have been incorporated into the design of the plan: Objective A: Increase the structural and plant species diversity within the enhancement area. Performance Standard: Following every monitoring event for a period of at least five years, the enhancement area will contain at least 7 native plant species. In addition, there will be 100% survival of all woody planted species throughout the enhancement area at the end of the first year of planting. Following Year 1, success will be based on an 80% survival rate or areal cover of planted or r ecolonized native species of 15% at construction approval, 20% after Year 1, 30% after Ye ar 2, 40% after Year 3, 50% after Year 4 and 60% after Year 5. Objective B : Limit the amount of invasive and exotic species within the enhancement area . Performance Standard: After construction and following every monitoring event for a period of at least five years, exotic and invasive plant species will be maintained at levels below 10 % total cover in all planted areas. These species include, but are not limited to, Himalayan and evergreen blackberry, reed canarygrass, morning glory, Japa n ese knotwe ed, English ivy, thistle, and creeping nightshade. Dumitru Roman October 30, 2013 Page 6 8.2 Construction Management Prior to commencement of any work in the enhancement area, the clearing limits will be staked and any existing vegetation to be saved will be clearly marked. A pre- construction meeting will be held at the site to review and discuss all aspects of the project with the landscape contractor and the owner. A consultant will supervise plan implementation during construction to ensure that objectives and specifications of the enhancement plan are met. Any necessary significant modifications to the design that occur as a result of unforeseen site conditions will be jointly approved by the City of Renton and the consultant prior to their implementation. 8.3 Monitoring Methodology The monitoring program will be conducted for a period of five years, with quarterly reports submitted during the first year and annual reports for Years 2 through 5 . Based on the relatively small size of the enhancement area, the entire area will be reviewed and vegetation sampling plots will not be established. A record will be kept of all plant species found . Vegetation will be recorded on the basis of relative percent cover of the dominant species within the vegetative strata. Photo-points will be established from which photographs will be taken throughout the monitoring period . These photographs will document general appearance and progress in plant community establishment in the enhancement area . Review of the photos over time will provide a visual representation of success of the enhancement plan. 8.4 Maintenance Plan Maintenance will be conducted on a routine, year round basis. Additional maintenance needs will be identified and addressed following periodic maintenance reviews . Contingency measures and remedial action on the site shall be implemented on an as-needed basis at the direction of the consultant or the owner. Routine removal and control of non-native and other invasive plants (e.g., Himalayan and evergreen blackberry, Scot's broom, reed canarygrass, Japanese knotweed, English ivy, morning glory, thistle, clematis, and creeping nightshade) shall be performed by manual means. Undesirable and weedy exotic plant species shall be maintained at levels below 10% total cover within any given stratum at any time during the five-year monitoring period. Routine maintenance of planted trees shall be ·performed. Measures include resetting plants to proper grades and upright positions. Tall grasses and other competitive weeds shall be weeded at the base of plants to prevent engulfment. Woody plants shall only be pruned at the direction of the consultant o r to remove pest infestations. Dumitru Roman October 30, 2013 Page 7 8.5 Contingency Plan All dead plants will be replaced with the same species or an approved substitute species that meets the goal of the enhancement plan. Plant material shall meet the same specifications as originally-installed material. Replanting will not occur until after reason for failure has been identified (e.g ., moisture regime, poor plant stock, disease, shade/sun conditions, wildlife damage, etc .). Replanting shall be completed under the direction of the consultant, City of Renton, or the owner. 8.6 As-Built Plan Following completion of construction activities, an as-built plan for the enhancement area will be provided to the City of Renton. The plan will identify and describe any changes in relation to the original approved plan. If you have any questions, please give me a call. Sincerely, ALTMANN OLIVER ASSOCIATES, LLC John Altmann Ecologist I I I 1 I 1 I I I I I ORDINARY Hl61-1 HATER OF KENNYDALE C.REEK C.LASS B STREAM 15'BUFFER --/ 25$.14' } __ .:.L-----,-... / tr~ ,,11 / er , _ L / r 8 •~cit\' 1 I r ,. _""" z 0. ~ / :;(.i; .,,..,, '~' ,r , I , .,, ...ft -,. ' '\ • -7!1.S.4' \ ,_ I I . -~-.. ..,.· ..... ...;. \ u \ ' .. . • .. ,-.. _,~ '\ • " ,r \ I I I 'I "' -or-. • • • • ·-. .:\'\\. • j r> \ ~ -, I -..~NOA.:-:\:. \ I<•-'\ \ I , ~CP.-TcG.0~1u_.... ... , .. 1 ~I .~ , , \ !t".-:),.';' .1'1Jl"f~ • -~ '\,'\ 'f. <?F Jit1 r ~ ..._ I \.jiih: .· ... · ... ;...? --~~~I I \ ,__ I lf"Pt....· ...--.;;:~ ... 'I. :--\.. \ ,..._~-;.:.a .-· ~" ·"-I\ I -.-. 2 \ ' ""-... ~-" ·. I \l I I £"'-. .' \ I \. '~ O,,.~ ,.lr, .. 1'\ I -. ~=i T.L 334390-320 ; I i \ \ '-\ ::! .~ "f $ I .1--V_.....~-...... ~..f" .. , \ '1l I ,,. ' ' .J.·,.·-~· .· .'11:·\ I °' ~ r:;:-J.· .. ·• . . . I ' I SI>' _..... ._ • • • • • • ' " ... ..... .•• i ,., -1~· · .. e. · · -~ , , ,, y.• .. .j, . . .... ·,r .. , \ / ' ••.••. ",, • ~ J,iEl[AN0.6.IC. r'-, ~. ·. ·. · r · . ,. ~WJEGORY 111 , ', I , -~ ~ · · · .1-,, f .,...,....BUFFER 1 ~ $'/. '1" • • • • • • • • • !!. • • • "1 ) I I ;;; _.,., . . • • i • ~I I / ,.. / 8 .. r-,. · · · · · 11, , ....Q•r z .,,. . . . . . • • _.,,.-... , ''te,,· / L.__J. ; ·, 9r / I I f---------. ---~~- r;;. r,, =rn t' / ///~\ .. l~-9 .. -( •• ---../ r, h \ I ~J~-==~~~--t I !.Y I \ ii,>"; t--I I I ' I L-----------1 I I 1i 1 1 I ... I I I I I I I I I I I I I 1 1 I I I I I I I I I PLAN LEGEND --------PROPERTY LINE -.. ·-···-···-ORDINARY Hl61-1 HATER OF KENNYDALE C.REEK i:. · ........ • ... i EXISTING V'IETLAND --------STANDARD WETLAND/STREAM BUFFER --------PROPOSED AVERAGED STREAM BUFFER ---0---0--0----SPLIT-RAIL FENC-E WITH NGPA S l 6NS IMPAC.. T LEGEND j , ] BUFFER REOUC. TION MITIGATIO N LEGEND ™™ BUFFER REPLAC-EMENT ~~~ BUFFERENHANC.EMENT NOTES 2,651 SF 2 ,101 SF 2,651 SF I. SURVEY 4 S ITE PLAN PROVIDED BY ENC-OMPASS, 165 NE .JJNIPER STREET, SUITE 201, ISSAGUAH, WA <!0021, (425) BCl2-0250. GRAPHI C.. SC.ALE (IN FEET) SC.ALE, 1,50 N 11 z -<( _J 0. z <) i== < CJ) EU'\ LIT r- ... <) ~~ i~ w i-:z ~:SQ I}:'. 0. I[) l1J 1-:i: 11-n:'.~ ~<)< ~3: -=~z· &/ !: Q ~~~ --~ •'II :.. : ~hu ~ I ..J I :i 1 .~d ~ £ ·< i ~ I ;:: ' ~ j 1l ' -I < ' Ir-'-~---, -----~ \ .,, . L ---.J_ -----\~ ___ -:2~_:-_-_____ _ -I ' ' ' /1, / \ I \ I \1 PLANT SCHEDULE TREES KEY SGIENTIFIG NAME AM AGER MAGROPHYLLUM PM P5EUD0TSIJ6A MENZIESII TP TifJ.JA PUGA TA SHRUBS KEY 5GIENTIFIG NAME RS RIBES SANGUINEUM R ROSA IVTKANA s SYMPHORIGARPOS ALEll/5 CUTTINGS KEY 5GIENTIFIG NAME G CORNUS SERIGEA "" SALIX SITGHENSIS I I I I I I I I I I GOMMON NAME Bl6 LEAF MAPLE DOUGLAS FIR l"IESTERN RED GEDAR GOMMON NAME RED GURRANT NOOTKA ROSE SNOY'IBERRY GOMMON NAME RED-OSIER D06i,,IOOD SITKA lrllLLO!rl NOTE, lrllLLOV'I QUANTITIES BASE ON 3 GUTTINGS PER SYMBOL / / / DENSITY '1'0.G. q• O.G. q• O.G. DENSITY 6'0.G. 6'0.G. 6'0.G. DENSITY 6' O.G. 6'0.G. GTY 10 10 12 GTY 5 31 25 GTY 21 15 SIZE (MINJ 2 <SAL. 2 GAL. 26AL. SIZE (MINJ I 6AL. I 6AL. I <SAL. S IZE (MINJ 4' GUTIING 4' GUTIING PLAN LEGEND -------PROPERTY LINE -···-···-···-KENNYDALE GREEK --------ST AND ARD HETLAND/STREAM BUFFER --------PROPOSED AVERA6ED STREAM BUFFER --.o--SPLIT-RAIL FENC.E l,,IITH NGPA Sl<SNS GRAPH IC SCALE (IN FEET) 5GALE,h20 NOTES l N I. SURVEY 4 SITE PLAN PROVIDED BY ENGOMPA55, 165 NE ..lJNIPER STREET, SUITE 201, 155AGlUAH, l,,IA <l0021, (425) :3<'12-0250. NOTES S IN6LE TRUNK, HELL BRANGHED FULL ( BUSHY FULL 4 BUSHY NOTES MUL T l-GANE (3 MINJ ·MJL Tl-GANE (3 MINJ MUL Tl-GANE (3 MINJ NOTES 1/2' DIA. MIN., BARK INTAGT 1/2' DIA. MIN., BARK INTAGT 11'1 ZIT <5 i[ 9 I.Din ~~ 1--=> z _J <i--"z i[<C) Ck' i[ to W1--Z li:O'.'~ ~~:{ ~~~ i5-1- u: ~ ~ -~hu ::l I ...J I .; I -~ t g ' ~ f ] ! 0 • § j ~ j < • SPEGIFI GATI ONS I. ALL PLANTS SHaJLD BE INSTALLED BETHEEN DECEMBER 1ST AND MARCH 15TH, IF POSSIBLE. 2 . PRIOR TO INSTALLATION OF PLANT MATERIAL, ALL NON-NATIVE VEGETATION WITHIN THE ENHANGEMENT AREA SHALL BE GRlJBBED (ROOTS AND GANES) BY HAND OR VIA A SMALL BOBG.AT. THE5E PLANTS INCLUDE: HIMALAYAN AND EYER6REEN BLAC.K8ERRY, ENGLISH HOLLY, ENGLISH IVY, REED C..ANARYGRASS, THISTLE, JAPANESE KNOTWEED, NIGHTSHADE, SC..OT'S BROOM, AJRPLE LOOSESTRIFE AND HED6E BINDWEED. 3. ALL PLANTS SHALL BE PIT-PLANTED IN PLANTING PITS EXCAVATED 2X THE DIAMETER OF THE PLANT. PITS SHALL B E BACKFILLED WITH A 30no MIX OF PACIFIC GARDEN MJLCH (PGM) TO NATIVE SOIL. PITS SHALL BE AMENDED WITH A HYDRATED SOIL POLYMER (INSTALLED AT RATES PER MAl'lJFAGnJRER'S SPECIFIC..ATION). PLANTS SHALL BE INSTALLED 2' HIGH AND SURFACED MULCHED TO A DEPTH OF 2' WITH MEDIUM-c.otJRSE BARK MULC..H PlAC,ED C..ONTlt,AJOUSL Y THROUGHOUT THE PLANTING BED. 4. ALL PLANTS SHALL BE NURSERY GROWN (IN W. Y'IA OR OR) FOR AT LEAST I YEAR FROM PURCHASE DATE, FREE FROM D ISEASE OR PESTS, WELL-ROOTED, BUT NOT ROOT-Ba.JNO ANO TRUE TO SPECIES. 5. PLANT LAYOUT SHALL BE APPROVED BY AOA PRIOR TO INSTALLATION AND APPROVED UPON C..OMPLETION OF PLANTING. 6. UPON APPROVAL OF PLANTING INSTALLATION BY AOA, THE CITY OF RENTON WILL BE NOTIFIED TO C..ONOUC.T A SITE REVIEW FOR FINAL APPROVAL OF C..ONSTRUGTION. 1. ALL PLANTS SHALL BE HAND-WATERED OR WATERED VIA A TEMPORARY IRRIGATION SYSTEM. WATERING SHOULD OC..C..UR TWICE-WEEKLY .JJNE IS-OCTOBER 31 THE FIRST YEAR AFTER PLANTIN5 AND ONGE WEEKLY JJLY I-OCTOBER I THE SEC..OND YEAR AFTER PLANTING. FLOW SHOULD OC,C,UR AT A RATE OF 1/2' OF WATER DURING EAGH WATERING EVENT, ENSURING C..OMPLETE SATURATION OF THE ROOT ZONE. 8. MAINTENANCE SHALL BE IMPLEMENTED ON A REGULAR BASIS AGc..ORDING TO THE SC..HEDULE BELOW. ANNUAL MAINTENANCE SC..HEDULE MAINTENANC..E ITEM J F M A M J J A s 0 NID WEED C..ONTROL I I I I I I I I I 5ENERAL MAINT. I I I I I I I I I I I I I Y'IATERIN5 -YEAR I 4 e, e, e, 4 WATERING -YEAR 2 4 4 4 1-8 = i'IJMBER OF TIMES TASK SHALL BE PERFORMED PER MONTH. a " l9 5 9 ff) ~< c3 i== 1-·z <<c ~~~ ~~~ J~ m ~z· UJ I!: C) ~-1-ijp:ij'j u::~~ J-- .d ~ ~ l ..l ( ij ·g ' ~ C .h ~ i a .S C -J < r Altmcmn Oliver AsSociates, LLG AQA ...... . . P9."Box. S'i$ ~,ru ~ti.~·~· \<\'tH)~O l ~ O~icc { 42~)..3_3}.4~35 P.1.>,: (1~5) ~.ll3-'loQ9: En vi romne n t..tl .Plano.jug:&. Landscape· .Arcbi tectur~· WETLAND DELINEATION AND STANDARD STREAM STUDY REPORT ROMAN 2-LOT SHORT PLAT RENTON, W ASIDNGTON Prepared For: Dumitru Roman 2120 Jones Ave. NE Renton, WA 98056 July 3, 2013 / / Table Of Contents 1.0 INTRODUCTION 2.0 GENERAL PROPERTY DESCRJPTION AND LAND lJSE 3.0 METHODOLOGY 4.0RESULTS 4.t' Kennydale Creek 4.2 Wetland A 4.3 Wetland B/C Mosaic 5.0 WETLAND/STREAM FUNCTIONS AND VALUES . 6.0 HABITAT ASSESSMENT 7.0 PROPOSED PROJECT List of Attachments Attachment A:.OTAK ~tream Typing Technical Memorandum Attachment B: Wetland Data Sheets Page 1 1 1 1 2 2 2 3 3 4 ROMAN 2-LOT SHORT PLAT KENT, WASWNGTON WETLAND DELINEATION AND STANDARD STREAM STUDY REPORT PRE12-032 July 3, 2013 1.0 INTRODUCTION This report is the result of a wetland and stream study on a 2.27-acre site located in the City of Renton, Washington. As part of the proposed project the site would be subdivided into two lots. The purpose of this report is to describe and classify the wetlands and stream delineated on the property. Information in this report is intended to satisfy the gen·eral reporting requirements of RMC 4-8-1200 for wetland and stream assessments. 2.0 GENERAL PROPERTY DESCRIPTION AND LAND USE The site consists of tax parcel 334390-3203 located at 2120 Jones Ave. NE in the City of Renton, Washington . It is found within the SW X of the NE Y. of Section 5, Township 23 North, Range 5 East, W .M . The site is currently developed with a single-family residence and several associated out-buildings. The remainder of the property is undeveloped and consists of a mix of small forested. areas, dense brush, and yard/orchard . Kennydale Creek drains from south to north through the central portion of the property. 3.0 MEIBODOLOGY On November 3, 2011 ~ wetland reconnaissance and delineation was conducted on . the subject property utilizing the methodology outlined in the 1997 Washington State Wetlands Identification and Delin~ation Manual and the May 2010 Regional · Supplement to the Corps of Engineers Wet/and Delineation Manual: Western Mountains, Valleys, and Coast Region (Version 2.0). The ordinary high water (OHW) of both sides of Kennydale Creek was delineated during the November 2011 field investigation. An additional site review was also conducted on May 28·, 2013 to review current property conditions . · 4.0RESULTS Kennydale Creek drains from south to north through tlie central portion of the property. In addition, a ·small pond (Wetland A) was delineated along the stream corridor to the east of th~ residence. A wetland mosaic (Areas B and C) was also preliminarily delineated throughout the southern portion of the site. All of the wetland and stream boundaries were subsequently surveyed by Encompass Engineering & Surveying (see survey drawing). Roman Short Plat July 3, 2013 1 Each of these critical areas is further described below. 4.1 Kennydale Creek . Kennydale Creek on the site consists of a well-defined channel that appears to have been historically ditched. At the time of th~ delineation, vegetation along the riparian corridor consisted primarily of a strip of poplar (Populus sp.) and dense Himalayan blackber ry (Rubus armeniacus) and hawthome (Crataegus sp.) adjacent periodically mowed yard and orchard. Portions of the stream channel on the project were well -vegetated with herbaceous species and cond itions were generally similar tp that as described in the stream typing review that was ·conducted by Otak biologists in October of 2011 for the Joey's Short Plat project site located immediately downstream to the north .· As part of the Otak report (Attachment A), Kennydale Creek on th~ Joey's Short Plat project site was considered a Class 4 stream as defined in RMC 4 -3-050.L.1 .a . This . Class 4 stream classification was upheld by the Hearing Examiner as part of an appeal of the Joey's Short Plat. Sir,ce: 1) the Roman Short Plat project site is located immediately upstream and adjacent to the Joey's Short Plat site, and 2) l_andscape and topographic conditions were generally similar on both sites, the same Class 4 stream rating as previously approved by the Hearing Examiner would apply to both sites. Therefore, Kennydale Creek on the Roman Short Plat is considered a Class 4 stream according to the City of Renton classification system and would require a 35-foot standard buffer. 4.2 Wetla~d A Wetland A consists of a historically excavated pond within the Kennydale Creek riparian corridor. At the time of the site visit, the entire wetland contained several inches of ponding. Vegetation within. the wetland consisted primarily of reed . canarygrass (Pha/aris arundi(Jacea) with scattered water p1;1rsley (Oenanthe sarmentos a) and willow (Salix sp.) saplings. Black cottonwood (Popu/us trichocarpa), weeping willow (Sa/ix b aby/onica), birch (Betula sp.), and red alder (A/nus rubra) were observed along the pond perimeter. Attachment B contains data sheets prepared for a representative location in both the upland and wetland adjacent Wetland A. These data sheets document the vegetation , soils, and hydrology information that aided in the wetland boundary determination. Wetland A appears to meet the criteria for a Category 3 wetland and would require a 25-foot buffer per RMC 4-3-050M .6 .c. 4.3 Wetland B/C Mosaic The southern portion of the site contains a mosaic of wetland areas that were preliminarily delineated during the field investigation. The area appears to have been disturbed through historic clearing, grading, and likely stream channelization and if any future development is proposed for this area it is our recommendation that a wet season review be conducted . · Roma n Short Plat July 3, 2013 2 "· At the time of the site visit, the eastern portion of the wetland mosaic (Area B) contained a mix of red aide~. willow, Himalayan blackberry, lady fem (Athyrium filix- femina) and giant horsetail (Equisetum .telmateia). The western portion of the mosaic (Area C) was dominated by creeping buttercup (Ranuncu/us repens). Both Wetland Areas B and C appear to meet the criteria for Category 3 wetlands and would require 25-foot buffers. · 5.0 WETLAND/STREAM FUNCTIONS AND VALUES Wetlands; in general, provide many valuable ecological and social functions, including stormwater storage , water quality protection, groundwater . recharge and discharge, and wildlife habitat. Aithough historically disturbed, the wetlands on the site do continue to p~ovide many of these fun.ctions . The wetlands provide some limited stormwater storage areas t~at trap sedim·ents and other pollutants. The trapping of sediments and pollutants within the wetlands h_elps maintain water quality in downstream areas. The wetlands may also provide further benefit to wildlife by releasing water slowly during the summer months, thereby contributing to the base flow of the stream. In .addition to its hydrologic functions, the wetlands also provide biological functions . As components of the riparian corridor, the wetlands and stream provide habitat for a variety.of wildlife species. Another biologic function of the wetlands is the transport of nutrients (via Kennydale Creek) to downstream areas . Nutrients transported to downstre~m areas provide biological support for fish and other aquatic wildlife. Although privately owned, the on-site wetlands do provide some limited · · cultural wetland functions as part of the overall open space associated with the Kennydale Creek riparian corridor. The wetlands also contains some passive recreational opportunities such as .wildlife viewing. 6.0 HABITAT ASSESSMENT As part of the wetland and stream study, the WA Department of Fish and Wildlife's Priority Habitats and Species (PHS) database was reviewed . This database did not indicate the presence of any threatened , endangered, sensitive, monitored, or priority habitats or species on or adjacent to the property. While the site does likely provide habitat for a variety of birds, small ma·mmals, reptiles, and amphibians typically found within suburban environments, no threatened, endangered, sensitive, monitored, o'r priority species were identified on or adjacent the site during the field investigations. As defined in RMC 4-11 -030.C, Critical Habitat is an area associated with threatened, endangered, sensitive, monitored, or priority species of plants or wildlife and which, if altered, could reduce the likelihood that the species would maintain and reproduce over the l~>ng term . Since no critical habitat has been identified on the site, no Habitat Data Report is required. Roman Short Plat July 3, 2013 3 7.0 PROPOSED PROJECT As part of the proposed 2-lot short-plat, a new lot would be created in the northwest portion of the site . It is anticipated that a future single -family residence would be constr:ucted within the western portion of the lot adjacent Jones Ave . NE. Th is portion of the site currently consists of a periodically mowed pasture (Photo 1 ). It is our understanding that this new future residence could be constructed outside of the ·re quired 35-foot stream buffer and that no impacts to Kennydale Creek, the deline~ted wetlands, or their required buffers are proposed. Photo 1: View of future home-site on w~stem portion of proposed Lot 1. Roma n Short Pl at · July 3 , 201 3 4 .----"---------------- l. Attachment A . · ·OTAK Technical Memo·randum Kennydale Gre~k Stre~m Typing \., Technical Memorandum· 10230 NE Point1 Dn·ve SNi1e4fJO Kir~land, WA 9803~ Phone (42f) 822-4446 Fax (42f) 827-9>77 To: From: Copies: Chip V1.0cent, Planning Director, City of Renton Jennifer Henning, Pla.nni.ng Manager, City of Renton Stephanie Smith, Wetland Biologist Kevin O'Brien, Ph.D., Senior Wtldlife Biologist SU2anne Anderson, Ph.D., Senior Wetland Biologist Date: October 20, 2011 Subject: Kennydale Creek Stream Typing Project No.: 31821C Otak Inc. biologist's were asked by the City of Renton (City) to confirm the stream typing of Kennydale Creek (also called Oover Creek) in the vicinity of 2208 Jones Avenue NE (Parcel# 3343903602), which has been approved as a two-lot short plat Q"oey's Short Plat). Otak biologists conducted their site visit on October 6, 2011, ancl were able to view the stream o~ the subject parcel. How~ver, because Otak biologists lacked property access to any other parcels, they were unable to observe the stream in its· entirety. Otak biologists were ~mly able to view additional segments of Kennydale Creek from public rights-of way upstream of Interstate 405 (I-405), including the intersections of:Jones Avenue NE neat NE 24th Street; NE 24th Street near High Avenue NE; and the stream crossing on NE 20th Street. Keonydale Creek is currently categorized by the City as a Class 4 stream upstream of the I-405 crossing (10cludiog the subject parcel), and as a Class 3 stream downstream of the I-405 crossing. Per the Renton Municipal Code (RMC 4-3-050.L.1.a) Class 3 and 4 streams are defined as: Class 3: Class 3 waters are. non-salmooid-bearing perennial waters during years of normal .cainfall, and/ or mapped on Figure Q4, Renton Water Class Map, as Class 3. (RMC 4-11- 160 defines perennial as "Waters whi~h fow contin11011sfj"). Class 4: Class 4 waters are non-salmooid-bea.ring intermittent waters during years of normal rainfall, and/ or mapped on Figure Q4, Renton Water Class Map, as Class 4. (RMC 4-) 1-090 defines intermittent as "A condition whm water is not premrt in the channel year-round dJlringyears of nowal or above nowal rainfall'). Numerous studies have been completed for different segments ofKennydale Creek. These studies include~ stream assessment conducted by Jamie Glasgow ofWtld Fish Conservancy on SeP.tembe.r K:\pmjcu\31800\31821C\Reports\31821C rcchmcmo S,\JCOB.doa: Chip Vincent, Planning Director, City of Renton &n1!Jdak Creek Stream Typing Page2 October 20, 2011 18, 2008 on segments of Kenny~ale Creek located upstream ofI-405 (Wild Fish Conservancy memorandum, September 23, 2008). Ms. Glasgow reported observing flow both upstream (near NE 20th Street) and·downstream (near NE 24th Street) of the subject parcel in the autumn of 2008. However, since she did not assess the entire reach of Kennydale Creek located upstream ofl-4-05, s he did not have sufficient infottruttio~ to determine whether any section of the stream lacks continuous flow during the summ~r. Additional studies on upper Kennydale <;reek include a stream assessment prepared by Carl Hadley of Cedarrock Consultants, Inc., dated February 17, 2006. Mr. Hadley reviewed the wat~ type classification of upper Kennydale Creek, and recommended maintaining the Class 4 water classification of the stream. Otak biologists were asked to determine whether the current Class 4 categorization for Kennydale Creek on the subject parcel is correct, or if the stream meets the definition-of a Class 3 stream. The subject parcel has been approved for a two-lot short plat, and currently has a house on the · northern portion of the prope.rty. The southern portion of the parcel consists of a mowed field dominated by creeping buttercup (Ranunculus repens), and the western portion of the parcel fronts Jones Aven1:1e NE. Kennydale Creek flows from south to north on the subject parcel, and it is located.approximately 125 feet east of Jones Avenue NE, essentially bisecting the parcel. On the subject parcel, the creek channel is densely vegetated, is approximately four feet wide, and had between five and eight inches of very slo:wly flowing water at the time of the site visit -see the photo attached to the end of this memorandwn. It is important to note that the Otak site visit occurred on October 6, 2011 after several days of rain. Vegetation in the creek was dominated' by watercress (]Jasturtium officinale), American speedwell (Veron'icaAmericana), with some reed canarygrass (Phalaris arundinacea). The two dominant species in the creek (watercress and speedwell) are both obligate wetland species, meaning that 99-percent of the time, these plants are found in wetland habitats. Vegetation completely filled the stream channel, growing from the channel bed and banks of the stream. The density of the vegetation indicates that water does not flow through this segment of the stream at a sufficiently high velocity to prevent plants from becoming established. The dense vegetation also indicates that this segment of the stream may lack surface water flow during the summer, but it likely has high enough groundwater to support the hydrophytic (water- loving) vegetation. Looking upstream (to the south) from the sub ject parcel, the stream bed appears to generally lack vegetation, indicating water may flow through that segment at a higher v elocity than on the subject parcel, thereby precluding vegetation establishment Other segments of the stream channel that we were able to view from public rights-of-way (both up-and downstream of the subject parcel) ~o generally lacked vegetation, indicating potentially higher v:elocity flows or impoundment However, many of these segments were viewed at or near culvert inlets or outlets, which can influence stream flows, and may not be representative of the stream's characteristics. Downstream (north) from the subject parcel, there is a p~nd on a parcel adjacent to Jones Avenue NE, just south of the NE 24th K:\projca\31800\31821C\R.cpotts\3182tC rwunemo SAJ<OB.doa Chip Vincent, Planning Di.rector, City of Renton Kennydak Creek S /ream Typing Page3 October 20, 2011 Street It appears that Kennydale Creek eaters and exits the pond via culverts prior to crossing beneath Jones Avenue NE. While our s'ite visit and data collection was limited by property access and time of year, it is our best professional judgment that some portions ofKennydale Creek upstream ofI-405, particularly in the vicimty of 2208 Jones Avenue NE, may lack surface water flow during some portion of the year, thereby meeting the d~fioition of a Class 4 water per RMC 4-3-050.L.1.a.iv. While it is likely that some segments ofKennydale Creek located upstream ofI-405 remain inundated throughout the year; the heavilyvegetated nature of the stream channel on the subject parcel suggests that a combination of evapotraospiration and infiltration during at least a portion of the summer may result in a lack of surface water flow in this segm~nt of the stream. Photo looking downstream (towards the north) at Kennydale Creek on the Joey's Short Plat parcel. Note the dense vegetation in the str~am channel. · K:\projcct\31800\31821C\R.cpo<u\31821C t.cchmcmo SAJ(OB.doo: ' ' Attach ·ment B Data Sheets ' • • I I I . I ·, ) 8·2 . DATA FORM ROUTINE ONSITE DETER.MINATION METHOo1 Field lnvestr.1alor(s): AL-TMA°t-J J Date; i:(z..u 13 Projec:'JShe: ·£..\?-o :r~.,.1i:-S AJ\i.. ·, Slate: ~A County: -~--'1'-'-,J-'b"'·------ Appuc.anl/Owner: . P:i>!"'AJ Plant Community t:n'1ame: ----------- Noto .: If a more detailed site descriplion is n ecessary, use Iha back ol dala form or a fi131d nolebook. Do normal environmental conditions exist at the plant communhy? Yes _,X_No_· _ (II no, explain on back) Has the vegetation, soils, and/or hydrology bean significanlly disturbed? Yes .2::__ No_· __ err yes, explain on back) 1-\ \ s,o fl., ( (,tf,,c'O IN(:> fol-Yo,Ji> . . . . --------------------------------------------------- VEG~TATION lndic.alor Dominant P la nt Spscies Indicator Slatus l",c."'1 ,1-f>..~ Stratum Dominant Plant Species Slat us Slratum f°'C 5. ---,-------- 6. ---------- 7. ---------- 8 . ----------9. __ __._ ______ _ 10. -------~-- 0 . 11. ---------- 6 1~----------'4 13. ---------- 14. ---------- 15. ---------- 16. ----------- 17. --------'-'---- 18. -·-------,----- 19. ---------- 20.'---------- Percent of dordnanl sp;3cies \hat ar~ OBL, FACW, and/or FAC_· ~l_o_i::I ____ _ Is Lie hydrophylic vegetation crherion met? Yes~ No_._ Rationale: 4/ Cr . · '> S"o. 1 9 r n._ o (L · w~ 'i'T~l'-- SOILS Serias/phas~: ----------------Subgroup:2 ------------ rs the soil on the hydric soils list? Yes . No Undetermined _·_· ------ Is the soil a Hislosol?· Yes ..25._ No _ Histic epipedon present? Yes __ No __ rs the soil : ).5ottled~ Yesl__ No~ Gleyed? Yes__ No _L_ Matrix Color: tc)_1"L 't.,.d · Moi11e Colors:------..------------ Other hydric son indicalors: ----------------------~----- ls the hydric son criterion met? Ye.s ..:f:_ No __ Rationale: . u CJ C ~'""-A -() P-.f:t:rJ \C.. HYDROLOGY Is the ground surface inundated? Yss __ · No~ Surface water dapJh: ---------- Is the soil salurated? Yes -.../. No // Depth to free-standing waler in pit/soil p~ofe: --'-L------------------- Ust olher field evidence cl surface inundalion or soil saturalion. Is the wetfand hydrology crilerion met7 Yes )( No Rationale:· · . --.-- 6 t. S i;,f:v ok'h .;;:l d (-.5...\ h .... · S: A-'Tvft. A'1,,) ,J JURJSDICTIOHAL DETERMINATION AND .RATIONALE Is the plant community a w_i,tland7 Yes~ N.o __ Rationale lor'jurisdictional decision: --.------------------------- Avl-~ C.b"'"~~1at. ~l-T· . . 1 This dala form can bo used lor the ·Hydric Soii Ass'essment Procedure and the Planl Communhy Assessment Pioe'ldu10. 2 Classification accordino lo ·soil Taxonomy: ' ' ·, i- 8·2 DATA FORM , ROUTINE ONSJTE DETERMINATION METHOD1 ·FIGld lnvesl~alo((s): tlh.,'\""""k.-1~ Date; __ ~,_/_l.-.::,.g/L......;..l.;...'S ____ _ P,01"ee'/Si1e: '1..-\'1..() jfur,1(.s' Av'{.. Slate·. \t!~ County·. \c=-1rSl:> {l.)_~Arl ' ---'------Appficant,Owner: -Plan! Community :/Name:----------- Nole~ If a more detailed s~e descrip:ion is ryecessa,y, use lhe back of data form or a lield not~book. Do norm~I environmental conditions ~xisl at the pl2n1 community? Yes ~No __ {If no, explain on back) Has the v~etation, soils, and/or hydr9logy been significantly disturbed? Yes __ Nt;> ..L.. (II yes, explain on back) . Dorninanl Plan! Species 1• ~Ce.r M.e,,c.r.f::y\l.,1<-- ;: t),."~~~~~"~:1. kdl,c, 4. l!> :<: n \c.r,·s. · c.0:-,ti ~""~r ~: . ~~!~j;~:';;{;~l~ 7. ~""' c...t JJ NW-"~ a. __ ..,.........:.... _____ _ 9: ---------- 10. ---------- Indicator Stalus fAco ~c. ~ r .... ,.., VEGETATION St12tum Dominant Plant Species _--r __ 11. ----------+ 12. ---------- ---13. -----------_.s __ .14. ----------- nA.cu \~J e,-c. . ,_5_ 15 . --------- _s __ 1s. ----------- G 17. ---------- 1a. ----------- 19. ----------- 20.'---------- ·.LI'?.. o;o lndic.ttor St2tus Stratum Percent o( dominant spades that are OBL, FACW, and/or FAC __ , __ ..7'-------- ls the hydrophytic vegetation crtteriory mel7 Yes_·_ No ....c...._ Rationale:----.------------------------------- Nol > ~0% fk o(L Wt::T't E(t SOILS Series/phas~: ----------------Subgroup:2 ------------ Is Iha soil on the hydric soils !isl? Yes No Undelermined _··----~- ls the soil a Histosol? Yes No K Hislic epipedon presenl 7 Yes __ No ~ Is the soil: ~ol11ed7 Y!1 No _x_ Gleyed? Yes __ No _x __ Matrix Color: \ Q YR !::/3= Monie Colors:---------'-------- Other hydric soil indicators:---------------------------- Is the hydric soil criterion met? Yes No~ Rationale:----------+--------------------------C...tt~A o ~ '-·W/o (l-~2,i)(\W\C<Z.?\-\1<:.. f{::k\vl'lf. ~ HYDROLOGY Is the ground surface inund2led? Yes No .LS._ Surface water depth: ---------- Is the soil salurated? Yes__ No~ Deplh lo frae -slanding waler fn pit/soil probe hofe:---------------------- List other field evidence ol surface inundation or soil saluralion. Is the wetland hydrology criterion met? Yes __ . No ..c...._ Rationale:---------------------------------- r,.JJ.. 06Stp.yA1\o,.J oR.. \fv, 't>C:.;..Jc:~ o it-E't...Lor-1<,.~ .S<11t-.r.-..w,r..~Tl.i-' JURISDICTIONAL DETERMINATION AND .RATIONALE Is lhe plant community a wetland? Yes__ No ..15:.._ Rationale forjurisdictional decision: -------------------------- ",[ J C.(l. C N l Ir ,v\ (c:\' . . 1 This data lorm can bo used for the ·Hydric Soil Assessment Procedµre and the Plan! Communhy Assessment Procoduro. · 2 Classific.a:tion according lo ·Soil Taxonomy: Gerald Wasser From: Sent: To: Cc: Subject: Gerald Wasser Tuesday, October 22, 2013 10:04 AM john@altoliver.com Attachments: Chad Allen (callen@encompasses.net) Roman Short plat, LUA 13-000795 Otak Secondary Review 13-00795.pdf Hello John: This email is a follow-up to our telephone conversation of October 18, 2013. A Supplemental Stream Study is required to proceed with the project. I have cited sections of the Code below to which you should pay particular attention. I am also attaching a copy of the Otak secondary review. RMC4-3-0SOL.3c.ii (e) Equivalent or Greater Biological Functions: The Administrator shall utilize the report "City of Renton Best Available Science Literature Review and Stream Buffer Recommendations" by AC Kindig & Company and Cedarock Consultants, dated February 27, 2003, unless superseded with a City-adopted study, to determine the existing or potential ecological function of the stream or lake or riparian habitat that is being affected. Mitigation shall address each function affected by the alteration. Mitigation to compensate alterations to stream/lake areas and associated buffers shall achieve equivalent or greater biologic and hydrologic functions and shall include mitigation for adverse impacts upstream or downstream of the development proposal site. No net loss of riparian habitat or water body function shall be demonstrated; and (f) Minimum Mitigation Plan Performance Standards: See Subsection F8 of th is Section. (g) Additional Conditions of Approval: The Administrator shall condition approvals of activities allowed within or abutting a s tream /lake or its buffers, as necessary to minimize or mitigate any potential adverse impacts. Conditions may include, but are not limited to, the following : (1) Preservation of critically important vegetation and/or habitat features such as snags and downed wood; (2) Limitation of access to the habitat area, including fencing to deter unauthorized access; (3) Seasonal restriction of construction activities; and (4) Establishment of a duration and timetable for periodic review of mitigation activities. (h) Based on Best Available Science: The applicant shall demonstrate that the mitigation is based on consideration of the best available science as described in WAC 365-195-905; or where there is an . absence of valid scientific information, the steps in RMC 4-9-250F are followed . RMC 4-3-0SOL.5.c.iv iv. Criteria for Approval of Reduced Buffer Width: The following criteria in subsections L5c{iv)(a} and (c) through (f), or criteria (iv){b) through (f} of this Section shall be met: 1 (a) Buffer Condition: Either subsection (1) and (3) through (5) shall be met or subsection (2) through (5) shall be met: (1) The buffer area land is extensively vegetated with native species, including trees and shrubs, and has less than five percent (5%) non-native invasive species cover, and has less than fifteen percent ( 15%) slopes; or (2) The buffer can be enhanced with native vegetation and removal of non-native species per criteria in subsection L5c(iv)( c) of this Section, and has less than fifteen percent ( 15%) slopes; and (3) The width reduction will not reduce stream or lake functions, including those of anadromous fish or nonfish habitat; and (4) The width reduction will not degrade riparian habitat ; and (5) No direct or indirect, short-term or long-term, adverse impacts to regulated water bodies, as determined by the C ity, will result from a regulated activity. The City's determination shall be based on specific site studies by recognized experts , pursuant to subsection F3 of this section and RMC 4-8-120; or (b) The proposal includes daylighting of a stream, or removal of legally installed, as determined by th e Administrator, salmonid passage barriers ; and (c) The project includes a· buffer enhancement plan using native vegetation and substantiates that the enhanced area will be equal to or improve the functional attributes of the buffer; or in the case of existing developed sites where a natural buffer is not possible, the proposal includes on-or off-site riparian/lakeshore or aquatic enhancement proportionate to its project specific or cumulative impact on shoreline ecological functions; and (d) The proposal will result in, at minimum , no net loss of stream/lake/riparian ecological function; and (e) The proposal does not result in increased flood hazard risk; and (f) The proposed buffer standard is based on consideration of the best available science as described in WAC 365-195-905; or where there is an absence of valid scientific information, the steps in RMC 4-9- 250F are followed . RMC 4-3-0SOL.5.d.iii, iv, and v iii. Criteria for Approval : Buffer width averaging may be allowed by the Administrator on ly where the applicant demonstrates all of the following : (a) The water body and associated riparian area contains variations in ecological sensitivity or there are existing physical improvements in or near the water body and associated riparian area; and (b) Buffer width averaging will result in no net loss of stream/lake/riparian ecological function; and 2 (c) The total area contained within the buffer after averag!ng is no less than that contained within the required standard buffer width prior to averaging; and (d} The proposed buffer standard is ~ased on consideration of the best available science as described in WAC 365-195-905; or where there is an absence of valid scientific information, the steps in RMC 4-9- 250F are followed. iv. Buffer Enhancement May be Required: Where the buffer width is reduced by averaging per this subsection , buffer enhancement shall be required where appropriate to site conditions, hab itat sensitivity, and proposed land development characteristics . v. Notification: Notification may be required consistent with subsection F8 of this Section. RMC4-3-050L.6 6. Stream or Lake Buffer Use Restrictions and Maintenance: Any activity or proposal subject to this subsection L shall comply with the ·following standards within required buffer areas: a. Preservation of Native Vegetation: Existing native vegetation shall be preserved to the extent possible , preferably in consolidated areas. b. Revegetation Required: Where water body buffer disturbance has occurred in accordance with exemption or development permit approval or other activities, revegetation with native vegetation shall be required. c. Use of Native Species: When revegetation is required, approved native species, or other appropriate species naturalized to the Puget Sound region shall be used. A variety of species shall be used which serve as food or shelter from climatic extremes and predators, and as structure and cover for reproduction and rearing of young . (Ord . 5676, 12-3-2012} d . Removal of Noxious Spe'cies: When required as a condition of approval, noxious or undesirable species of plants shall be removed or controlled so as to not compete with native vegetation . RMC 4-3-050L .7 7. Criteria for Permit Approval -Class 2 to 4: Permit approval for projects on or near regulated water bodies shall be granted only if the approval is consistent with the provisions of this subsection L, and complies with the following : a. Creation of Native Growth Protection Areas Required: As a cond ition of any approval for any development permit issued pursuant to this Section, the property owner shall be required to create a native growth protection area containing the stream/lake area and associated buffers based upon field investigations performed pursuant to subsection E4 of this Section; and b. At least one of the following conditions must apply: i. A proposed action meets the standard provisions of this Section and results in no net loss of regulated riparian area or shoreline ecological function in the drainage basin where the site is located; or 3 ii. A proposed action meets alternative administrative standards pursuant to this Section and the proposed activity results in no net loss of regulated riparian area or shoreline ecological function in the drainage basin where the site is located; or iii. A variance process is successfully completed and the proposed activity results in no net loss of regulated riparian area or shoreline ecological function in the drainage basin where the site is located. (Ord. 5676, 12-3-2012) Please contact me if you have any questions. Jerry Gerald C. Wasser, Associate Planner Department of Community & Economic Development City of Renton 1055 South Grady Way Renton, WA 98057 (425} 430-7382 FAX (425} 430-7300 gwasser@rentonwa.gov 4 PL,.N REVIEW COMMEN". PLAN ADDRESS: 2120 JONES NE A V E RENTON, WA 98056 (LUA 13-000795) 7 -~-----...... APPLICATION DATE: 06119/2013 DESCRIPTION: The applicant is requesting Environmental (SEPA) Review and Administrative Short Plat approval for the subdivision of a 98,936 square foot (2.27 acres) parcel In the Residential -4 dwelling units per acre (R-4) zone. Proposed Lot 1 would be 16,603 square feet and Proposed Lot 2 would be 82,333 square feet and would contain the existing single-family house. Three Category 3 wetlands and Kennydale Creek , a Class 4 stream, are located on the project site. Access to Proposed Lot 1 would be via a new driveway from Jones Avenue N; access to Proposed Lot 2 would be via the existing driveway from Jones Avenue N . Fire Review -Cons t r u ction Corey Thomas Ph : 425-430-7024 email : cthomas@rentonwa .gov Recommendations: Environmenta l Impact Comments: 1. The fire impact fees are applicable at the rate of $4 79.28 per single family unit. This fee is paid at time of building permits issuance. No charge for existing home to remain. Code Related Comments: 1. The fire flow requirement for a single family home is 1,000 gpm minimum for dwellings up to 3,600 square feet (includin g garage and basements). If the dwelling exceeds 3,600 square feet, a minimum of 1,500 gpm fire flow would be required. A minimum of one fire hydrant is required within 300-feet of the proposed buildings and two hydrants if the fire flow goes up to 1,500 gpm. There appears to be one existing fire hydrant within 300 feet of proposed Lot 1. This hyd rant is required to be retrofitted with a 5-inch storz fitting . 2 . Fire department apparatus access roadways are 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, LUA13-000795 and LND-20-0585, respectively, on the final short plat submittal. The type size used for the land record number should be smaller than that used for the land use action number. Show two ties to the City of Renton Survey Control Network . The geometry will be checked by the city when the ties have been provided . Provide short plat and lot closure calculations. Note what was found when visiting the existing monuments . Indicate what has been , or Is to be , set at the corners of the proposed lots. Note discrepancies between bearings and distances of record and those measured or calculated , if any. 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 i nclu de 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 re quirements unless they have a direct in flue nce 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 Protect ion Area , the Aquifer P rote ction Not ice 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. J uly 12, 2013 Page 1 of 2 ~ ,, Note that if there are easements, re' · · 'tive covenants or agreements to others (City of Rew etc.) as part of this subdivision , they can be ~ecr rded concurrently with the final~ < plat. The final short plat drawing and the associat.. JCument(s) are to be given to the Proje ct 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. · Police Review Cyndie Parks Ph: 425-430-7521 ema il: cparks@rentonwa.gov Recommendations : Minimal impact on police services. July 12, 2013 Page 2 of 2 C DATE: TO: FROM: SUBJECT: DEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT MEMORANDUM December 3, 2013 Gerald Wasser, Planner Jan Illian, Plan Review g,Q, Utility and Transportation Comments for the Roman Short Plat 2120 -Jones Ave NE LUA 13-000795, ECF, SHPL-A I have reviewed the application for the Roman Short Plat located at 2120-Jones Ave NE and have the following comments : EXISTING CONDITIONS WATER Water service will be provided by the City of Renton. There is an existing 8-inch water main in Jones Ave NE. There is an existing % inch domestic meter serving the home at 2120 -Jones Ave NE . SEWER Sewer service will be provided by the City of Renton. There is an 8-inch sewer main in Jones Ave NE and an 8-inch sewer main in an easement along the north property line. The existing home is connected to sewer. STORM There is a drainage conveyance in Jones Ave NE . STREETS There are street frontage improvements along Jones Ave NE . CODE REQUIREMENTS WATER 1. Separate water meters shall be provided to each new lot. 2. System development fees for water are based on the size of the new domestic water meters that will serve the new homes on each new lot. Fee for %-inch or 1-inch water meter install is $2,809.00. Credit will be given for the existing home. 3. Fee for a %-inch meter installed by the City is $3,075.00. Fee for a 1-inch meter installed by the City is $3,310.00. 4 . All new construction must have a fire hydrant capable of delivering a minimum of 1,000 gpm and must be located within 300 feet of the structures. There is a hydrant within 300 feet of the new lot. H:/CED/Planning/Current Planning/PROJECTS/13-000795.Jerry/Plan Review Comments LUA 13-000795.doc Roman Short Plat -LUA13-00079S Page 2 of 3 December 3, 2013 SEWER 1. A separate side sewer stub shall be provided to each new lot. Side sewers shall be a minimum 2% slope. 2. System development charge (SDC} for sewer is based on the size of the domestic meter size . Sewer fees for a%'' meter or 1-inch meter is $2,033 .00 per new single -family lot. This is payable at the time the utility construction permit is issued. Credit will be given to the existing home connected to sewer. 3. This parcel is subject to two Special Assessment Districts. NE 20th & Jones Ave SAD is based on square footage. The rate is site square footage x a rate of 0.27926559 plus interest. West Kennydale SAD is based on a rate of# new lots x $1,050. Payment of these fees will be required prior to issuance of utility construction permit. SURFACE WATER 1. Surface water system development fee is $1,128.00 per new lot. Fees are payable prior to issuance of the construction permit. Credit will be given to the existing home. 2. Since this is a two lot short plat, this site is subject to Appendix C, Small Site Drainage Review . Individual lot BMP will be required for the new lot 3. A Construction Stormwater General Permit from Department of Ecology will be required if grading and clearing of the site exceeds one acre. TRANSPORTATION/STREET 1. Existing right-of-way width in Jones Ave is 60 feet fronting the site. Jones Ave NE is classified as a residential access road. No street improvements are required for this project. There is a new sidewalk along the east side of Jones Ave SE fronting this site. 2. The current transportation impact fee rate is $1,430.72 per single family house. The transportation impact fee that is current at the time of building permit application will be levied . Payment of the transportation impact fee is due at the time of issuance of the building permit. 3. Street lighting is not required for a 2 lot short plat. 4 . The maximum width of single loaded garage driveway shall not exceed nine feet (9 ') and double- loaded garage driveway shall not exceed sixteen feet (16'). GENERAL COMMENTS 1. Separate permits and fees for side sewer connection, water meter and storm connection will be required. 2. All construction utility permits for drainage and street improvements will require separate plan submittals. All utility plans shall conform to the Renton Drafting Standards. A licensed Civil Engineer shall prepare the civil plans. 3. Rockeries or retaining walls greater than 4 feet in height will be require a separate building permit. Structural calculations and plans shall be submitted for review by a licensed engineer. Special Inspection is required . 4. A tree removal and tree retention/protection plan shall be included with the civil plan submittal. H:/CED/Planning/Current Planning/PROJECTS/1 2-018.Vanessa/Plan Review Comments LUA 12-018.doc --- Denis·Law Mayor ' I • •• • . ·. Jan,uary 27, 2014. Tom Redding · • · .. Dep.~rtmeht of Community and Econo111icDevelopment ··.· ·.... . . . C.E."Chip"Vincent,Administrator .Encompass Engineering and Surveying .. 165Juniper Street, Suite 201 · issaquati, ·wA. g·so2.7 · SUBJECT: . "Off Hold"·Notice Roll)iln Short Plat/ LUA13~000795 . . .· . Dear Mr. Redding: Thank y~u fpr SU bmitting the additionai rilate'rials requested in the July 15, 2014 letter frorri the · City. Your project has been taken off hold and the City will contirJue revi~w of the Roman . ShorfPlat. project: · · · · · ' The short. plat has been ~res~heduled for the Environmental Review Committee (ERC) on · February 24,.2014. lfyo~ have ariy question's, pll'>asei:onfactme at (425) 4:30,7382: ·· •.. . . ' ' - . Ass~ciate Planner Cc:· ~um.itrU & Adri~n·a Roma~/ ~~ri.er{~).: ·. · .. -. · .· :: . ·· .. · : Maggie Uffiing; T~rrY Dutr6;. s·Usan ~-i~e_r / Party(ies} ·o~ Re~prd_ Rerito~ City Haff • 1 Os5 South G~ady 'way •· Re"nton, W21shing·ton. 98057 -• ;entOnW_a.goV· : -. . . . . . . . . . . • REVISED NOTICE OF APPLICATION AND PROPOSED DETERMINATION OF NON-SIGNIFICANCE-MITIGATED {DNS-M) A Master Application has been filed and accepted with the Department of Community & Economic Development (CED) -Planning Division of the City of Renton. The following briefly describes the application and the necessary Public Approvals. DATE OF NOTICE OF APPLICATION: LAND USE NUMBER: PROJECT NAME: January 27, 2014 LUA13·000795, ECF, SHPL-A Roman Short Plat PROJECT DESCRIPTION: The applicant is requesting Environmental (SEPA) Review and · Administrative Short Plat approval for the subdivision of a 98,936 square foot (2.27 acres) parcel in the Residential -4 dwe!!ing units per acre (R-4) zone. The current proposal is to subdivide the property into two lots and a Native Growth Protection Area tract using small lot cluster development. Proposed lot 1 would be 5,729 square feet; Proposed lot 2 would be 8, 324 square feet and contains an existing house to remain; and the native Growth Protection Area Tract would be 84,883 square feet. Previously, the applicant had requested the subdivision of the property into two lots. Three Category 3 wet!ands and Kennydale Creek are located on the proposed project site. As a result of public comment on the original project proposal, a secondary review of the stream study for Kennydale Creek was conducted. That secondary review indicated that Kennydale Creek is a Class 3 stream and not a Class 4 stream as currently shown on City of Renton maps. The applicant will be using wetland buffer averaging, enhancement, and repla'cement to accommodate the proposed project. Access to Proposed lot 1 would be via a new driveway from Jones Avenue NE; access to Proposed lot 2 would be via the existing driveway from Jones Avenue NE. PROJECT LOCATION: 2120 Jones Avenue NE OPTIONAL DETERMINATION OF NON-SIGNIFICANCE, MITIGATED (ONS-M): As the Lead Agency, the City of Renton has determined that significant environmental impacts are unlikely to result from the proposed project. Therefore, as permitted under the RCW 43.21C.110, the City of Renton is using the Optional DNS-M process to give notice that a DNS- M is likely to be issued. Comment periods for the project and the proposed DNS-M are integrated into a single comment period. There will be no comment period following the issuance of the Threshold Determination of Non- Significance-Mitigated (DNS-M). A 14-day_appeal period will follow the issuance of the DNS-M. PERMIT APPLICATION DATE: NOTICE OF COMPLETE APPLICATION: APPLICANT/PROJECT CONTACT PERSON: Permits/Review Requested: Other Permits which may be required: Requested Studies: Location where application may be reviewed: June 19, 2013 June 27, 2013 Tom Redding, Encompass Engineering & Surveying; 165 NE Juniper Street; Issaquah, WA 98027 Environmental (SEPA) Review, Administrative Short Plat Review Building and Construction Permits Drainage Report, Geotechnical Report, Stream/Lake Study, Wetland Assessment Department of Community & Economic Development (CED)-Planning Division, Sixth Floor Renton City Hall, 1055 South Grady Way, Renton, WA 98057 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, CEP-Planning Division, 1055 So. Grady Way, Renton, WA 98057. Name/File No.: Roman Short Plat/LUAB-000795, ECF, SHPL-A NAME:~--------------------------------- MAILING ADDRESS: ________________ City/State/Zip:----------- TELEPHONE NO.: --------------- CONSISTENCY OVERVIEW: Zoning/Land Use: Environmental Documents that Evaluate the Proposed Project: Development Regulations Used For Project Mitigation: Proposed Mitigation Measures: The subject site is designated Residential Low Density (RLD) on the City of Renton Comprehensive Land Use Map and Residential -4 {R-4) on the City's Zoning Map. Environmental (SEPA) Checklist Stream and Site Assessment, Roman Property-City of Renton, prepared by Dtak, dated September 20, 2013 Revised Supplemental Stream Study for Roman Short Plat, City of Renton File No. LUA13-000795, prepared by Altmann Oliver Associates, LLC, dated December 23, 2014 The project will be subject to the City's SEPA ordinance, RMC 4-2-llOA, 4-7-070 and other applicable codes and regulations as appropriate. The following Mitigation Measures will likely be imposed on the proposed project. These recommended Mitigation Measures address project impacts _not covered by existing codes and regulations as cited above. The applicant shall install a split rail fence with appropriate signoge along the western buffer boundary of the stream/wetlands critical areas. Comments on the above application must be submitted Jn writing to Gerald Wasser, Associate Planner, CED - Planning Division, 1055 South Grady Way, Renton, WA 98057, by 5:00 PM on February 10, 2014. If you have questions about this proposal, or wish to be made a party of record and receive additional notification by mail, contact the Project Manager. Anyone who submits written comments will automatically become a party of record and will be notified of any decision on this project. CONTACT PERSON: Gerald Wasser, Associate Planner; Tel: (425) 430-7382; Eml: gwasser@rentonwa.gov PLEASE INCLUDE THE PROJECT NUMBER WHEN CALLING FOR PROPER FILE IDENTIFICATION , Denis Law )V'iay~'r · .. . .. :; -. I -. ' DepartmentofCommunity ~nd Economic. Developme.nt · · · C.E.''.Chip';Vincent, Administrator • July 15, 2013 ··. ' <. -,, ·' . . . . . . .. " .• . Toni Redding · · ... Encompass (ngine~ring & Surveying 145 NE)uniper Street . . . Issaquah, WA 98027 .· . ·. SUBJECT: . : "Ori Hold" Notice·• · Roman. Short/ LUAi'3,00079s, ECF, SHPL,~ · . ' . ·-. ,, ' ' Dear Mr. Redding: ··· .. ! . ,. ' . • ' J : . ·. < ! . The Plarmihg DiJisicin of the City of RElnton 'accepted the abq~e master appli.cati6n for .. · review on .June i9, 2013. bu ring, our ·review, st1i'ff has determined that additiohal \nforhiation is necessaiyi~ cirder tci pr6c~;d furi:he/ .· .. · . . ! • ' · rh~fc1100i~il inform~tion will n~ed to be subrnitted.sd t.hat ~e mav continue the review . of the above subJei:tappli2ation: · . · .· . · . . . · · .. . • . A secondary review of. the. sfreain d~s~ifii:ation of Kenriydale Creek on the .. •'subj~ct property located at212dJcines Avenue NI;. •Suchs~condary review shall· be corid~cted by·a cci~sult~nt selected by the City of Renton 'and paid for b~·the. applica11ts, D!mitru and Adriana R.6rnan. . . . ... . . . ,-·. . , ' ':. >· _.; _. __ .. · . _' .. ·-...... (<·-. ~ :>·· '.' ··., :.· ... < . ·. -~-:>-.... -.-,, . -. ··._ ··. ,.· ;, ::-', --__ · :· :· ,. : .·· ·. _--~--.-. ···,.At this "time, .your project has been· placed !'.on hold" pending receipt of_ the requested ihformatiOn, Please contact me i(425) 430-7382 if you.have a·ny qu 0 estiOhs: . . . . ,·~·····~·.· ... ·· ........ ·.· .................. . . ·.·.r.:.~ -·, . . "· ' i ,, . . . .. · . ; Associate Plann~r .. . cc:· Dimit·r~ & Adria·ri; ·Ro-~a-n/ O~ner(s) ·.-: ·· ·: .. Susan.Ridef';,Maggie ·li"ming/ Paf"ty(ies.l of R·ec6r'd · Je~rlife"r Henriing, <;:ur_rent Pianning Marla¢er ,_· Reritorl City Ha11 .• : 1055 South Gra9yWay"'";. ·Rentoii,Washirigton 98057. • "reiitoiiwa.Qov .. ~ . . . ,-. . ,. ' ' -·. . ' . . . ~··.·· -. -;. ·:- . Denistaw .. ' May~r: '.' · ~: . ' .. : .· SLis~_n Rider . .··. .··.·· . . 18~5 NE 201h 9 ? 8 t~ 0 ,e 5 e 6 t • ·· . . Renfon,.WA '· .· ~ . . . . ':: .• Depairtmentof(omin~nity and Economic Deyelopm,ent .. . .. . . . c.E.';ChiJ>"Viilcent,Administratcir SUBJECT: tuA13:00019s,c ECF, SHPL"A · .. Roman Short Plat .· ,21,20 Jcinesil.ve~ue !'ii;_ ·. , · .Ren~qn; WA 9~05~. · . · Dear' Ms: ~idet:··• . . . ·:-'·. :.: .·. iNe h~~e received a copy6fvour letter dahidJi.Jly8, 2oi3, cornmeriti~g on the pr<:iposed . . . , Roman Short Plat, LUA13~000795,. ECF, SHPL~A, which was submitted to the Renton City .CoynciCIAle appreciate yourcotmnents or this pioposecl pFOjE?~t ...•.. . . -. . . ' -~ . :, : ·. ·. . . . . . . . . _. ·. :>. '. ~ . --'. . .·. ' . ' I inv\teyo~to vlsi~ the Planning·OivisibnoffiCe~on the 5ih floo;of Renton City Hall in.: . ' . . •. ~rderto revie;,: th.e Romari Short Plat:fiie. The file contains a' Wetla~d Delineation ·and . ·:·,·-.. . -·--. .· .--.. -•"' ' .• .. ·-.· . . . ' --··, ... . Staridard Stream Repo,rt tor the Rpm an 2~Lot,Short Plat,.preparea by Altmarn Oliver·' Associates; LLC, dated'July 3; ?Ol3i That report.~onqludes th~t K~nhydaie Cr~ek on th'e sLibje~t;ite is atlas54stream.· " -.. • .. ,. . . . . ... . . . . ' .· -,, . ·, ' ~ . . . . , •• ' . . ' • r-· • Y6ur letter and,this ~esp_onse.to lt'VJjll be added tot~e R~rnan Short Plat project, fiie, will a)so',ad~ yo'u as a party ofrecord.(POR). ' · • • · , ' · ·, .• · .. ··•· .. · • · . . · . -. . . . ·i . . . . . . ' . . . Please rti·e~tJ425) 43Ch7382orgwasser@r~ntonwa:g6~ ifvou have any irnestio~s. • . . -. . . . . ': . -. . . .-' . . ' . . , -... -. . -. . . . . ,. . . . . ' . . _. ~;4·· -u\,t··· ·' . ·, - . •·. Associate Planner ··'·· , '· :, . Renton City H~li ;. 1oss· Sou\h.'GradyWay • Renton,W~shington 98057 : rentonwa:gov . -. . ., --. . : . ' . -. . . . -' . . . ., : .. -.. i· <. July 8, 2013 RE:-Roman-Short Plat0 CITY OF RENTON "I_ /I ;07r LUA 13-000795 0 JUL 11 2013 c;Jfi"- 2120 Jones Ave NE REcE1vEo CITY CLERK'S OFFICE Once again, we object to the misclassification of Kennydale Creek as a Class IV stream, as referenced in the current application. Last October, several neighbors in the area took photos of the creek in the exact area being proposed for subdivision. The water was flowing and knee deep after 88 days without rain. Since this proposal is being put forward at the height of summer, it_ would seem to be the perfect time for a definitive study of the stream, which the City has every legal right to require from the applicant. Unfortunately, we have seen little effort from Planning and Development to obtain any studies during the driest part of the year. A timely assessment would provide undeniable proof that the creek is actually a Class Ill, which would mandate larger buffer requirements. We are hoping that the environmental concerns outweigh the politics inherent in such a decision. Respectfully, Susan Rider, Pres. Kennydale Critical Areas Alliance 1835 NE 20 St Renton, WA '\ Gerald Wasser From: Sent: To: Gerald Wasser Monday, July 08, 2013 11 :26 AM 'Kevin Fullen' Subject: RE: LUA 13-000795, Roman Short Plat Hello Mr. Fullen: Thank you for your comments. The applicant for this proposed project is requesting that approval be given for a 2-lot subdivision of his property located at 2120 Jones Avenue North. The application states that the applicant would retain the existing house on one lot and the proposed new lot would be developed with a single-family house in the future. You are correct in stating that the City believes that significant environmental impacts will not occur if appropriate mitigation measures are implemented. Two such possible mitigation measures were stated in the Notice of Application including a split rail fence with appropriate signage around the wetland/stream buffer areas and the creation of a Native Growth Protection Easement (NGPE) around the wetlands, stream and their buffer areas. These measures in conjunction with the City's Critical Areas regulations are intended to aid in the protection of wetlands and streams. The studies submitted with the application include: Wetland Delineation and Standard Stream Study Report, Roman 2- Lot Short Plat; Geotechnical Evaluation; and Preliminary Technical Information Report for Roman Short Plat. These studies are part of the project file. The project file for this proposed project is available for your review in the Planning Division offices on the 6" floor of Renton City Hall. If you would like to review the file, please call or email me so that I can be sure to have it available for you. Proposed projects are considered on a case by case basis and the photograph you attached to your email with various features identified appears to primarily reference offsite areas. I will place a copy of your email and this response to it in the official project file. However, if you would like to be a Party of Record for this project, please send your mailing address to me. Please contact me if have additional questions. Jerry Gerald C. Wasser, Associate Planner Department of Community & Economic Development City of Renton 1055 South Grady Way Renton, WA 98057 (425) 430-7382 FAX (425) 430-7300 gwasser@rentonwa.gov From: Kevin Fullen [mailto:kevinfullen@me.com] Sent: Wednesday, July 03, 2013 7:38 AM To: Gerald Wasser Subject: LUA13-000795, Roman Short Plat Dear Mr. Wasser, 1 •.. I am a resident (home owner) residing at the Westchester Development located behind the proposed land use. I am inquiring about the Application and Proposed Project Plan, LUA13-000795, Roman Short Plat located at 2120 Jones Avenue NE. After reviewing the posted sign as well as the flyer received in the mail I have some questions regarding this proposed project as the initial posting is unclear. According to the flyer received, the City of Renton (the lead agency), "has determined that significant. environmental impact are unlikely to result from the proposed project." • What environmental studies have been conducted? • Are the results of the environmental study available for review? • What was the timeframe the environmental study took place and what was the duration of the study? I propose these questions to you because significant damage had occurred during (within or after) year 2005 - 2007 when the individual who or currently has property rights to the remaining wetland area (see attached) brought in trucks to dump top soil in hopes of building homes on this land. The result of his actions wiped out the native plants that were growing there. Within the past two to three years, the remaining wetland area has finally once again become a vibrant habitat for native plants, and animals. The remaining wetlands area is the home of bald eagles, wondering deer, rabbits, and other native species that use this area as a home. • What reassurance can the city provide the residents of this area that further damage will not take place? • "has determined that significant environmental impact are unlikely to result. ... " -what is the city's definition of "significant?" • Is the city going to restore the poplar trees, the Kennydale Creek that was almost destroyed by previous attempts to build on this land? • What environmental impacts will this have in regards to the noise level for construction? I would also like to know more about the housing plan on this proposed land as this may impact my property, in value and current views. I have attached the photo the city provided of the proposed land. I have also included markers for additional questions regarding this proposed land. Attachment Markers: • Dash Red Line: Once the land is primed for development: o Will a fence be built surrounding the development? • If yes, what type of fence and what will the height be? • If no, what will prevent the future residents from accessing the remaining wetlands? • Blue Two Way Arrow: What impacts will this development have on the remaining wetlands, specifically the existing tree lines (yellow dotted line)? 2 ,· • • Green Arrow: Will constructions crews be accessing the the proposed land development via 20th Ave? o If yes, what steps will the city take to ensure this remaining wetlands will not be destroyed by motor vehicles and other construction equipment as well as human traffic? My concern is he environmental impacts, future impacts on the existing residents who have homes aligned along the proposed land use. My hope the city would consider of purchasing lot 2 and keeping that stretch (runs north and south) of the remaining wetlands as a protected wetland. Thank you in advance for your assistance and time. Sincerely, Kevin Fullen Attachment: • '<, ... ; ··, 1<<" I' J J,' I i ,I,,; " ... "° t ""'· "" "" t '""'""'" ii:~mail'W'lg 1 Westchester Fencina 7 Wetl.1nd1 . E_xlstinc Fence ,Ubting Wetl11nd1 Une ''f"'i/!i 1' ·i·-;Hf::;·:J -~-·t,.\ ,,_ -· _ --·-· ,~,,. · --... .,:..,..... -·-· ------· ~-·- ·, ~I £:mtin& Tn'!i= UM 1; .. 3 Gerald Wasser From: Sent: To: Gerald Wasser Tuesday, July 02, 2013 9:03 AM 'Maggie Liming' Subject: RE: LUA 13-000795, Roman Short Plat Hello Ms. Liming: Thank.you for your comments. The applicant for this proposed project is requesting that approval be given for a 2-lot subdivision of his property at 2120 Jones Avenue North. The application states that the applicant would retain the existing house on one lot and the proposed new lot would be developed with a single-family house in the future. You are correct in stating that the City believes that significant environmental impacts.will not occur if appropriate mitigation measures are implemented. Two such possible mitigation measures were stated in the Notice of Application including a split rail fence with appropriate signage around the wetland/stream buffer areas and the creation of a Native Growth Protection Easement (NGPE) around the stream/wetland buffer. These measures in conjunction with the City's Critical Areas regulations are intended to aid in the protection of wetlands and streams. The Washington Administrative Code defines "significant" adverse environmental impact as "a reasonable likelihood of more than a moderate adverse impact on environmental quality." What is considered significant will vary from one site to another and from one jurisdiction to another, both because of the conditions surrounding the proposal to a particular location, and because of the judgment of the responsible official. The file for this proposed project is available for your review in the Planning Division offices on the 61 h floor of Renton City Hall. The file includes the proposed site plan which shows the lot design. If you would like to review the file, please call me first so that I can be sure to have it available for you. At this point in time the applicant has not submitted house plans for the proposed lot. If the short plat is approved, it would then need to be recorded. After recording, the owner of the lot may then apply for a building permit; during building permit review, conformance with the City's development standards and residential design standards would be verified. I will place a copy of your email and this response to it in the official file. However, if you would like to be a Party of Record for this project, please send me your mailing address. Jerry Gerald C. Wasser, Associate Planner Department of Community & Economic Development City of Renton 1055 South Grady Way Renton,WA 98057 (425) 430-7382 FAX (425) 430-7300 gwasser@rentonwa.gov From: Maggie Liming (mailto:maggie.liming@continentalmills.com] Sent: Monday, July 01, 2013 12:34 PM To: Gerald Wasser 1 ~ Cc: ~dward Liming (eliming@me.co ... J Subject: LUA13-000795, Roman Short Plat Good afternoon, I am inquiring about the application posted for the Roman Short plat LUA13-000795, ECF, SHPL-A off of Jones Avenue. The initial posting was very unclear as to what the end use of land was. An updated application has been posted on 6/27. I would like to understand more details about the project. I am a concerned resident living in a neighborhood behind the land. Please provide more detail. The application states only that "The City of Renton had determined that significant environmental impacts are unlikely to result from the proposed project." Please define "significant". What impact will the future development have on the wetlands surrounding it? What specific steps are being taken now to ensure further damage is not done to the environment, including the stream, loss of sound barrier trees and habitat for bald eagles and other rare native species. I'd also like further details on the future housing plan in order to evaluate possible impact to our property. Thank you, Maggie Liming 0: 206-816-7101 C: 206-962-9540 This email (and any attachments) contains infonnation which is private and confidential and intended for the address( return email. 2 ' Denislaw . ·:Mayor. · . June 21, 2013 Nancy_ Rawls, . Department ofTr.irisportation .. Renton Sch\)OI District . ·420 Park-Aven·ue N · ·. Renton,.WA._98055 · · Subject: .. Roman Short Plat· 'LUAB~00.0795,' ECF, SHPL-A' The Clty of Renton's Department i:>f Co;,:,munity and Economic Deve1opmerit {CED) has received · ~n 'application for·a 2-lot singie-family subdivisio'r,1 loca't.ect at 2120 Jones Av'enue NE. Please see the enclos~d Notice qfApplication fcir tur:ther details> . . ·. . . . ·• . . . In order to process· this ·applii:atio~; ·cED needs to: kri'ow which Rento~ ·schools ~ould be attended: by children living. in .residences at .the lpcation indicated above. Pf.ease'. fill in 'the . apprbpliate schocils' on. the iist below and retu'rn ttiis letter to .;,y •atterifion, via email at . gwasser@rentori~a.gov;' or;· mail at',c:ity of Renton, CED, Planning Division, 1055 ·south Grady . . Way; Renton, Washington 980S7·cir-fax to 425) 430-730Q, by July 11, 2013. . . · · E_l!!i'nentary School:_..c....c~~~~~e/l:~~:'.d.-~.:__.:.,._,.-"--~.:__:_...:__:..:..__~ Middle School: ,......:'---'--+,l,l>d::.;:;,s..,&0-..a1,"-"'-,-~.....:...--'----'--'-~-~.,..c..---- High School: --,-~.....:...~-'-fll:l:ll~A'='...;:----'---,---.....:..._:_-,--:~~--'-_:.,_-'-..:,._ . . .. : Will 'the schools 0 ybu have indicat~d b able to hl!'ndle the impact of the additi~naFstudents . estimated to come from the proposed development? Yes · .. No . . . . . ' · .. -. . . . : . Ariy Comm~rits: ___ ~--e------'---.;-~-~---~----~--~· Tha~k yo~ foi providing ttiis im.portant i~forn,atio.n .. 'If you have any ~µes~ions r~ga~ding t~is project, please.conta,ct me a((425) 430-7382. · · · · Gerald C, '_Nasser Associate Planner · Enclosure.· . Renton City H·an • ,1055 South Grady Way • Renton;Washingto_ri 98057 ." rentonwa.gov . . . . . . ' . . . NOTiCE OF APPLICATION AND PROPOSED DETERMINATION OF NON-SIGNIFICANCE-MITIGATED (DNS-M) A Mnt•• Appllcatlcm hu bo•n flied and 1ccepto<! with th• D•p•rtm~nt of Community • Etonomlc Devolopment (CED)-Plonnlni Dlvl,lon al tho City ofJ11nton. Thi followln1 briefly de1crlbu lh1 app\lcatlon ind lhl n1cnA,Y Public A1>prov1II. oAn OF NOTia OF APl'llCATION: LAND USE NUMllER: PROJECT NAME: June27.10U LUA1Hl0079S, ECF, SHPL·" Rom1n Shon Plat PROJECT OUCRlP110N: The 1ppllc1nt ks requntlns Envlronment1I ISEPA) Review a~d AdmlnlmatWe Shon p\11 apprcval for the subdM<lon of 198,936 square fool (l.27 •••••) parcel In the ~esldentlal 4 dwelllna 11<1IU per 1 on, (II..() ione. l'ropcm,d LDt 1 would M 16,603 sq..are foet 1nd Propoied lot 1 would be 82,333 squ.,e fnt anol would contain t"-uist"'C slngle·f•mlly """"'· lh,H Cate1ory J wetland, and ~eMvdale C,.ek, • Clan 4 ,1..,,m, ire ioa,t~d on the projKt slle. Ao;eH to ProJ)O~ Lot 1 would be vii I new d~V from Jone, A...,nue N: 1 ,;cus to Propand Latz would be viii the e,lstlr>I; drtwwav from Jones Aven.,. N. PROJECT LOCATION: 2120Jonu Av,,nue NE OPTIONAL DETERMINATION OF NON.-SIGNIFICANCE, MITIGATED (DN$-M): Al the te1d Agen~, the City of Renton hH dtlermlned \NI slgnlftcailt environmental Impacts '"' unlikely \o result from the proposed project. Therefore, 11 I ed rd r the RCW O.ZlC.110 th• City ol Renton busing the Op\lOMI ONH,1 procU< ID'"'" notice that I OffS- perm n u " ed Common\' rlodl for the pro~ct ind the propa~d ONS-M "e Integrated Into I sln&le ::~~~lly ~~-15;,,; wlU bl no :mment period followlrl& the 1s,u1nt1 °01 lht Thruhold Oe\e,mlnatlon of Non- Slgn!ncinte-Mltlglled (ONS-M). A 14-day ~ppeol period wlll lollowtM 1,suance DI the ONS-M. PERMIT AP PU CATION DATE: NOTICE OF COMPl.tTt APPLICATION: APPLICANT/PROJECT CONTACT PERSON: Permlu/Rnlew Requested: Other P•rmlts which m1y bl required: R1qu1necl Studies: L~tlon wh.r• 1ppl\t1tlon may be rnlowed: PUIUC MEARING: June 19, 2013 JuM27,ZOU Tom ko,ddln&, Encompus E111inlfflnJ • Surwvln&: 165 NE Junlpu WHti 1-qual\, WA H027 Envlronment1t (SEPA) R1vlew, Administrative Short PIii R1vltw BulldlnJ 1nd Conrttuctlon PtrmlU Onln11e Report. Gtolf<llnl<al Repart, Strum/like Study, Wtililnd Assnsment o,1,.rtment of Community • Et~nomle Oovelopm1n1 (CEO)-Plannlnf ohrlslon, Sl•th Fl<><1r Renton City Hell, 1055 South Gr•dv way, Renton, WA tl057 11 ou W<>uld like lo be made, party of ll:CDrd 10 ll:(Rlve funher lnformeUon on thl1 propa"'d pro)•a. "?mplet• this lo:... 1r,c1 return to: City ol Renton, CED-Pllnnln1 Dlvl1lon, 1055 So. GradyW1y, Renton, WA 9!057. Name/flit No.: Romon Short Pl1t/tUA1Hl0079S, ECF, SHPt·A . NAME:----------------::--::---.:::---------- MAILINGAD0RESS: _____________ Clty/5t1\e/Zip: ________ _ TElEPHONENO: ------------ CONSIST't:NC't' OVERVIEW: Ionln&/l.lnd U•e: Environmental DocumenU tho! Ev•luate tho Propostd P,oject: O....,lopment Re1ulatlono · U1td For P10Jtct Mltllatlon: Proposed M!tlptlon M1uuru: ! sullj«t ,1te lsdts1Jn1ted Resldentlal tow OlftSlty (RtD) on tho City ..: Renton Ccmprehen,lw Lor.d Use Map ind Rnlden\lal -4 (11-4) on the Clty'1 Zonlnt M1p Environmental !SEPA) CheckllJt TM J>l'O)KI wiU be subject ID !he City', SEPA ordinante, II.MC 4·2-110A. 4-7.()701nd other applicablt codes end re1ul11lons as 1pproprl11e. The following Mltl1atlon Measures wlll l\kely bo Imposed on the proposed project. The1e retommer>ded Mltlf;otlon Musures •ddrou project lmp1cti not co~tred by exl1t1n1 cod11 end re1ul1tlons H cited ,..,,. J'lw 0pplkont rhc/1 /mtaU a split roll fenct with oppropriott 1/g~ along tht OllltrmDlt buf!tr boundoty a/ tM streom/wfllond, cr/1/rol ortm; and A Noflvt Growfh Protrctlon Ea!fmtnt (NGPE) shall br rnabl/Jhod for tht or,o oncompoutd within fht ouformo,I ,tn'am/wotlondr buffer bo,mdr,rh,1. Comments on the 1 \>o'A, 1ppllaitlon must bo «illmltted In writln1 to Gerald W,soor, AIIDcllle Pl•nner, CEO - Pt•nnlng Division.. 10S5 South G .. dy Way, Renton, WA !IOSl, by 5:00 PM on luly 11, 201l. If '(OIi have quefllon1 aboul 0,1, propaH~ orWh ID be made I portyol record and re,;,ilve 1dd1tloru,! nat~latlon by man, contaa 1he Project M,na,er. Anyone who 1ubm~ wrlnen comments will 1u\omatlcal~ become I party ol record 1r.d wlH be notlned of 1ny decision on this project. CONTACT PERSON: Gerald Wasser, Associate Planner; Tel: (425) 430-7382; Eml: gwasser@rentonwa.gov PLEASE INCLUOETHE PROJECT NUMBER WHEN CALLING FOR PROPER FILE IOENT1FICATION CERTIFICATION 1~e4~ u~hereby certify that_;.__..,..~ were posted in 3 conspicuous places or nearby the d Date:~2~::3'. Signed:, STATE OF WASii'NGTON ) ) ss COUNlY OF KING ) I certify that I know or have satisfactory evidence that· G:e ce-ld Lva $Sf, signed this instrument and acknowledged it to be his/her/their free and voluntary act for the· uses and purpos~s mentioned in the instrument. Dated: Notary Public inandfor the State of Washington -"""tlt:f? ·,, -u :-..'"""'"''' 1,, ( ) {,. -. --'o" Ex,...,~,,, t,. Notary Print : 1, , ' J s.-y,-·~ 't ~ ----""'-"A::i..._=C.1.G'""'o'-"e{r_ ________ _ . f ~~R>' • \ -8-~ ::: :x: i 3 . · ~ g ~My appointment expires: Au~, d-Jg ae)(0 ~ \ 0 .. 't = ~ . -----''--'-"'l,l'l.'-->-:L--~_;_~, .... ....1. ... :.L1>->--------- ~ ~i.> Pu'&" ~; ~ ;: ,': .,,. n.,=!11,."-,,. ,,,, 8• ?."' ,$ 3:S : ;,,. ·" .... :-..'-' ~ --,,. v-,.. '"""'"'''"' .,:-"' -li,,,, ..q 7"£ Of ,ti ,../ hhh\\\\.\.."-''''~ ( 1 \ CITY OF RENTON DEPARTMENT OF COMMUNITY & ECONOMIC DEVELOPMENT -PLANNING DIVISION AFFIDAVIT OF SERVICE BY MAILING On the 27th day of June, 2013, I deposited in the mails of the United States, a sealed envelope containing Acceptance Letter, Notice of Application, Environmental Checklist, Reduced Site Plan documents. This information was sent to: Name Agencies Dimitru & Adriana Roman Tom Redding 300' Surrouding Property Owners (Signature of Sender): STATE OF WASHINGTON COUNTY OF KING ) ) ss ) -· See Attached Owner Contact See attached Representing . ,·""(\"'" GRA&~111t \>-· ,--:Si..~ ,,,. ~;,.i'"\Ol'l ~ \ -s 0 1A11~ ~ \ _::.,, to ;II!: ~ iu -• -I . ~ i .. ~ rls! · I certify that I know or have satisfactory evidence that Stacy M. Tucker ~ ~'\ 8~~'\'?> S,,i signed this instrument and acknowledged it to be his/her/their free and voluntar~'f.~itlii ~urposes mentioned in the instrument. 1'11111 OF •tJ'~,'o ,...., ""'"'"''''" Dated: Notary (Print): ___ ..... w4--.l"A._.,___:G,._,_,cOL-.o."'b"'~"'i{'------------- My appointment expires: AIA.~t Jq I ~C) 13 Project Name: Roman Short Plat Project Number: LUAB-000795, ECF, SHPL-A template • affidavit of service by mailing Dept. of Ecology •• Environmental Review Section PO Box47703 Olympia, WA 98504-7703 WSDOT Northwest Region • Attn: Ramin Pazooki King Area Dev. Serv., MS-240 PO Box 330310 Seattle, WA 98133-9710 US Army Corp. of Engineers • Seattle District Office Attn: SEPA Reviewer PO Box C-3755 Seattle, WA 98124 Boyd Powers • Depart. of Natural Resources PO Box47015 Olympia, WA 98504-7015 KC Dev. & Environmental Serv. Attn: SEPA Section 900 Oakesdale Ave. SW Renton, WA 98055-1219 Metro Transit Senior Environmental Planner Gary Kriedt 201 South Jackson Street KSC-TR-0431 Seattle, WA 98104-3856 Seattle Public Utilities Real Estate Services Attn: SEPA Coordinator 700 Fifth Avenue, Suite 4900 PO Box 34018 Seattle, WA 98124-4018 AGENCY (DOE) LETTER MAILING (ERC DETERMINATIONS) WOFW -Larry Fisher• 1775 12th Ave. NW Suite 201 Issaquah, WA 98027 Duwamish Tribal Office • 4717 W Marginal Way SW Seattle, WA 98106-1514 KC Wastewater Treatment Division • Environmental Planning Supervisor Ms. Shirley Marroquin 201 S. Jackson ST, MS KSC-NR-050 Seattle, WA 98104-3855 City of Newcastle Attn: Steve Roberge Director of Community Development ' 13020 Newcastle Way Newcastle, WA 98059 Puget Sound Energy Municipal Liaison Manager Joe Jainga PO Sox 90868, MS: XRD-01 W Bellevue, WA 98009-0868 Muckleshoot Indian Tribe Fisheries Dept. • Attn: Karen Walter or SEPA Reviewer 39015 -172"d Avenue SE Auburn, WA 98092 Muckleshoot Cultural Resources Program • Attn: Ms Melissa Calvert 39015 172"' Avenue SE Auburn, WA 98092-9763 Office of Archaeology & Historic Preservation* Attn: Gretchen Kaehler PO Box 48343 Olympia, WA 98504-8343 City of Kent Attn: Mr. Fred Satterstrom, AiCP Acting Community Dev. Director 220 Fourth Avenue South Kent, WA 98032-5895 City of Tukwila Steve Lancaster, Responsible Official 6200 Southcenter Blvd. Tukwila, WA 98188 *Note: If the Notice of Application states that it is an "Optional DNS", the marked agencies and cities will need to be sent a c~py of the Environmental Checklist, Site Plan PMT, and the Notice of Application. **Department of Ecology is emailed a copy of the Environmental Checklist, Site Plan PMT, & Notice to the following email address: sepaunit@ecy.wa.gov template· affida"'.'it of service by mailing ,• TORBENSON WILLADENE M PO BOX 59984 RENTON, WA 98058 NGUYEN TINH V+PHAN AN THI 1824 NE 20TH ST RENTON, WA 98056 WILMOT KENTON JOHN 2017 KENNEWICK PL NE RENTON, WA 98056 BUEHLER THOMAS PO BOX 2861 RENTON, WA 98056 HA CELINA+HO CYNTHIA 2033 JONES AVE NE RENTON, WA 98056 SPARROW WILLIAM M 2115 JONES AVE NE RENTON, WA 98056 WALSH JAMES+ELIZABETH 2121 KENNEWICK PL NE RENTON, WA 98056 MILLER ANTONIO+CARMEN 2132 HIGH AVE NE RENTON, WA 98056 STEWART HUGH J 8024 255TH AVE NE REDMOND, WA 98053 VELEZ JUAN A 1705 NE 23RD ST RENTON, WA 98059 WICKS MARK N+JULIE M 2007 LINCOLN PL NE RENTON, WA 98056 CHOI JAE HO+BONG HEE 2011 KENNEWICK PL NE RENTON, WA 98056 SCHUMSKY DONALD 2019 JONES AVE NE RENTON, WA 98055 KOHLMEIER RONALD &ANNETIE M 2420 NE 25TH ST RENTON, WA 98056 BLACKMAN STEVE D+DENISE DE 2100 JONES AVE NE RENTON, WA 98056 BRENDEMIHL FRITZ W 1203 N 38TH ST RENTON, WA 98056 ULRICH DANIEL E+SUSAN 12641 SE 68TH PL BELLEVUE, WA 98006 TASS! BADREDDINE 2209 JONES AVE NE RENTON, WA 98056 WOLFE JUSTIN F+PAMELA SANS 2231 KENNEWICK PL NE RENTON, WA 98056 LAGE ALICE+WILLIAMS COLLIN 1711 NE 23RD ST RENTON, WA 98056 DOBAK ROBERT M 1700 NE 20TH ST RENTON, WA 98056 BRESLOW STEVEN G & JENNIFER 2013 LINCOLN PL NE RENTON, WA 98056 WESTCHESTER KENNYDALE HOA 2019 LINCOLN PL NE RENTON, WA 98056 FANNING GEORGE A 2021 JONES AVE NE RENTON, WA 98056 MCELMURRY DAVID R 2100 HIGH AVE NE RENTON, WA 98056 DUTRO TERRY+SIRI C 10711 SE 30TH ST BELLEVUE, WA 98004 GRAPES NATHAN D+ARCELIE 2124 HIGH AVE NE RENTON, WA 98056 PRESTON VIRGINIA C 2217 JONES AVE NE RENTON, WA 98056 HANSON JAMES R+MARGARET L 2225 JONES AVE NE RENTON, WA 98055 LEE YONG J+PAULINE J CHO 2103 KENNEWICK PL NE RENTON, WA 98056 , VANDERMEULEN JON J+NICOLE M 1816 NE 21ST ST RENTON, WA 98056 RIAL! CHARLES M 2126 KENNEWICK PL NE RENTON, WA 98056 SMITH MICHAEL A+SEBERO JER 2115 KENNEWICK PL NE RENTON, WA 98056 WILSON ALAN 2029 KENNEWICK PL NE RENTON, WA 98056 SHAN TONY Y K+SHU-JEN 2127 KENNEWICK PL NE RENTON, WA 98056 DOLLAR CHRISTOPHER 13755 INTERURBAN AVES SEATTLE, WA 98168 MCLEOD CHRIS TINA 2224 HIGH AVE NE RENTON, WA 98056 ROMAN DUMITRU+ADRIANA 2120 JONES AVE NE RENTON, WA 98056 LIMING EDWARD+MAGGIE 2109 KENNEWICK PL NE RENTON, WA 98056 SCHOVILLE KURT W+DEBRA A 2200 KENNEWICK PL NE RENTON, WA 98056 MORRIS JONATHON L+JENNIFER 2207 KENNEWICK PL NE RENTON, WA 98056 GERKING LYNN+JEREMY 2213 KENNEWICK PL NE RENTON, WA 98056 KNIRK ERIN L+CHRISTOPHER C 2219 KENNEWICK PL NE RENTON, WA 98056 DENZLER CHRISTIAN R 1800 NE 20TH ST RENTON, WA 98056 CAVE ROBERT N 12518 SE 17TH ST BELLEVUE, WA 98004 STEARNS BRIAN & JEAN 2216 JONES AVE NE RENTON, WA 98056 TAT RAEANNE 2114 KENNEWICK PL NE RENTON, WA 98056 SEYFER BRAD+KARIN 2206 KENNEWICK PL NE RENTON, WA 98056 WONG THOMAS J+ANN G 2225 KENNEWICK PL NE RENTON, WA 98056 NGUYEN HUNG+MYANH DOAN 1465 EVERGREEN POINT RD MEDINA, WA 98039 ENDURE INVESTMENTS LLC 5603 SE 2ND CT RENTON, WA 98059 UDEZE IKEMEFUNA 0 2004 JONES AVE NE RENTON, WA 98056 WH HUGHES JR CO INC 14401 ISSAQUAH-HOBART RD SE #130 ISSAQUAH, WA 98027 ' ,-.·-.~. C:ty· f . . p .. 1 o{' ... J{C~]fJl!@lOl, NOTICE OF APPLICATION AND PROPOSED DETERMINATION OF NON-SIGNIFICANCE-MITIGATED (DNS-M) A Master Application has been filed and accepted with the Department of Community & Economic Development (CED)-Planning Division of the City of Renton. The followlng briefly describes the appllcatlon and the necessary Public Approvals. DATE OF NOTICE OF APPLICATION: LAND USE NUMBER: PROJECT NAME: June 27, 2013 LUAB-000795, ECF, SHPL·A Roman Short Plat PROJECT DESCRIPTION: The applicant is requesting Environmental (SEPA) Review and Administrative Short Plat approval for the subdivision of a 98,936 square foot (2.27 acres) parcel in the Residential -4 dwelling units per acre (R-4) zone. Proposed Lot 1 would be 16,603 square feet and Proposed Lot 2 would be 82,333 square feet and would contain the existing single-family house. Three Category 3 wetlands and Kennydale Creek, a Class 4 stream, are located on the project site. Access to Proposed Lot 1 would be via a new driveway from Jones Avenue N; access to Proposed Lot 2 would be via the existing driveway from Jones Avenue N. PROJECT LOCATION: 2120 Jones Avenue NE OPTIONAL DETERMINATION OF NON-SIGNIFICANCE, MITIGATED {DNS-M): As the Lead Agency, the City of Renton has determined that significant environmental impacts are unlikely to result from the proposed project. Therefore, as permitted under the RCW 43.21C.110, the City of Renton is using the Optional DNS-M process to give notice that a DNS- M is likely to be issued. Comment periods for the project and the proposed DNS-M are Integrated into a single comment period. There will be no comment period following the issuance of the Threshold Determination of Non- Significance-Mitigated {DNS-M). A 14-day appeal period will follow the issuance of the DNS-M. PERMIT APPLICATION DATE: NOTICE OF COMPLETE APPLICATION: APPLICANT/PROJECT CONTACT PERSON: Permits/Review Requested: Other Permits which may be required: Requested Studies: Location where application may be reviewed: PUBLIC HEARING: June 19, 2013 June 27, 2013 Tom Redding, Encompass Engineering & Surveying; 165 NE Juniper Street; Issaquah, WA 98027 Environmental (SEPA) Review, Administrative Short Plat Review Building and Construction Permits Drainage Report, Geotechnicat Report, Stream/Lake Study, Wetland Assessment Department of Community & Economic Development (CED) -Planning Division, Sixth Floor Renton City Hall, 1055 South Grady Way, Renton, WA 98057 N/A If you would like to be made a party of record to receive further information on this proposed project, complete this form and return to: City of Renton, CED-Planning Division, 1055 So. Grady Way, Renton, WA 98057. Name/File No.: Roman Short Plat/LUA13-000795, ECF, SH PL-A NAME:------------------------------------ MAILING ADDRESS: __________________ City/State/Zip:------------ TELEPHONE NO.: ---------------- CONSISTENCY OVERVIEW: Zoning/land Use: Environmental Documents that Evaluate the Proposed Project: Development Regulations· Used For Project Mitigation; Proposed Mitigation Measures: The subject site is designated Residential Low Density (RLD) on the City of Renton Comprehensive Land Use Map and Residential -4 (R-4) on the City's Zoning Map. Environmental (SEPA) Checklist The project will be subject to the City's SEPA ordinance, RMC 4-2-llOA, 4-7-070 and other applicable codes and regulations as appropriate. The following Mitigation Measures will likely be Imposed on the proposed project. These recommended Mitigation Measures address project impacts not covered by existing codes and regulations as cited above. The applicant shall install a split rail fence with appropriate sign age along the outermost buffer boundary of the stream/wetlands critical areas; and A Native Growth Pratectian Easement (NGPE) shall be established for the area encompassed within the outermost stream/wetlands buffer boundaries. Comments on the above application must be submitted In writing to Gerald Wasser, Associate Planner, CED - Planning Division, 1055 South Grady Way, Renton, WA 98057, by 5:00 PM on July 11, 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. Anyone who submits written comments will automatically become a party of record and will be notified of any decision on this project. CONTACT PERSON: Gerald Wasser, Associate Planner; Tel: (425) 430-7382; Eml: gwasser@rentonwa.gov ~ PLEASE INCLUDE THE PROJECT NUMBER WHEN CALLING FOR PROPER FILE IDENTIFICATION P~rii_s· Law', MaYor ·· June 27, 2oi3 . Depariment of <:ommu~ity and Economic Development ·. . . ' • CE:'thip'.'Viricent, Administrator . . . ' . -. Tom Redding _ Encompass Engineering & Surveying·· 145 IIIE Ji.mip~r Street .-. · · Jssaquah, WA 98027 · Sul:>ject: _ -Notice of.Compl~t~Applicatio~< .-_ Roman Short Plat, LUAB-000795; ECF, SHPL,A Dear Mr. Redding: . -·· The ~larining Division ofthe City of Rentqn .has .determined that the sub]ect applkatjon •. is ccimplete·according to submittal ~equireme~ts and; therefore, is ~ccepted for re~iew, ·. •. . . . . . '· . ' . . . . ,· . ·' . . . ' . . . . ; . . . ltis tentativelyscheduied. fat ci:rnsider~tiori by the Environ~en~al Revie\i.!Corrimittee cin -July 22, 1013.· Priqr to thatteview, you'.will be notified if any additio~al information is ,required to'continue pro!=essingyour:'application.. . . .-, .· , ', .· ,.· Please Contact me at (425) 430-7382 if you have any questions. ~--~~- Gerald C. Wasser · · Assb~i~fa Planner . . ' . ' . , cc: Dumitru .&,A~ria·na. ~oman /,O·~·m~r{s) Denis Law . · ,Mayor. June 27,2013 DepartrJ]ento{ Community_ and Economic D<avelopment . . . ·. C:E,'Chip"Vincent,"Adnifnistratcir." Nancy RaV:.1s ... • · · · . . . Department 'ofTransportatici~ . Re.nton Sch9ol-C>i;trict . 420 Park."Av~nue N · Renton, WA98055 . ·: : _Sublect: . Roman Short Pl'at ··. · · ' · . . . LUA13~000795, ECF, SH PL-A. . ' . . . ' . . . The'City of Renton's Department of Community and Econcimit Development (CED)has received. ~ri application for a 2-lot singie-farriiiy subdiJision located at 2120 Jones Avenue NL Ple~se· see the enclosed Notice of)l.pplication for further details: . . . . . . . . . . In order to process.this applii:atio~; CED ·n~eds to ·know ·which Renton .-schools wo.uld _be attended by children. living in residenc~s at .the location in'dkated above. Please fill in the 'apprbp~iate si:h~ols'on the list below and retum this letter t,; ,;,y ·attention, via email at gw~·s;er@rentori~a.gov'. oc· mail \it.City of Renton; CED, Planning Division: l.055 South Graciy .. . Way; Renton: Washington 980?7 cicfa>< to (425) 430-7300, by July 11, 2013.: . .• .· . Eler'nentarySchool: ___ ~~_._-'-_._~~---~----'-------'------- Middle School: -'--'---'--'---'---'-~~-'--~------'-----'------ . High Scho'ol: ----~~--'---~-----------'---'---'----~~- · Will the' schools you have indicated be able toJ1anple the impact of the additionai'students . ·. estimated to come from the proposed development? Yes .. No . . Any.comments:_. _ _._ ___ ..._ _____ ~ _ _._ __ ~-~---'-------~ Thank you for providing ttiis importan_t information. 'if you have_ any questions reg~~ding t~is . project, please ~ontact me af'(425) 430-7382 . ."Sincere! ~-?:.~.~_ ...... · ... _ .. > Gerald C_. Wasser Associate Planner · . "Enclosure . Renton City Hall ,_,1055 Souih Grady Way , Renton, Washington 98057 ," rentonwa,gov . -. . '· .. •, "--uA-l 3 -Ooo 7 C;-.'f L,.' --. . I .. <'• I._ ,,, City Of ! • City of Renton Ptann1n l'ior,ro,, LAND USE PERMIT 9 Dillis; On JUN 19 MASTER APPLICA TIO~/§'~-- 2013 -.., L, /f'J /{"')) I I I = I PROPERTY OWNER(S) PROJECT INFORMATION PROJECT OR DEVELOPMENT NAME: NAME: Dumitru & Adriana Roman Roman Short Plat PRDJECT/ADDRESS(S)/LOCATION AND ZIP CODE: ADDRESS: 2120 Jones Ave NE 2120 Jones Ave NE CITY: Renton, WA ZIP: 98056 Renton, WA 98056 KING COUNTY ASSESSOR'S ACCOUNT NUMBER(S): TELEPHONE NUMBER: 334390-3203 I APPLICANT (if other than owner) I EXISTING LAND USE(S): NAME: Same as owner SFR PROPOSED LAND USE(S): COMPANY (if applicable): SFR EXISTING COMPREHENSIVE PLAN MAP DESIGNATION: ADDRESS: RSF PROPOSED COMPREHENSIVE PLAN MAP DESIGNATION CITY: ZIP: (if applicable) RSF EXISTING ZONING: TELEPHONE NUMBER: R-4 I CONTACT PERSON I PROPOSED ZONING (if applicable): R-4 SITE AREA (in square feet): NAME: Tom Redding 98,936 SQUARE FOOTAGE OF PUBLIC ROADWAYS TO BE COMPANY (if applicable): Encompass Engineering and DEDICATED: Surveying 0 SQUARE FOOTAGE OF PRIVATE ACCESS EASEMENTS: ADDRESS: 165 NE Juniper St., Suite 201 0 PROPOSED RESIDENTIAL DENSITY IN UNITS PER NET CITY: Issaquah, WA ZIP: 98027 ACRE (if applicable) 1.3 TELEPHONE NUMBER AND EMAIL ADDRESS: NUMBER OF PROPOSED LOTS (if applicable) 2 (425) 392-0250 tredding@encompasses.net NUMBER OF NEW DWELLING UNITS (if applicable): 1 Y:Vobs (J)\11\11612 Dumitru Roman\DOCS\Other\11612 masterapp.doc -I -03111 ' ... Pi,JECT INFORMAT,.:..10=-:N:...:..-'-' tc::..::o:..:.:n:..:::bc.:..:, ~-=-Lle::::..:d::LI) _______ ~ NUMBER OF EXISTING DWELLING UNITS (if applicable): 1 SQUARE FOOTAGE OF PROPOSED RESIDENTIAL BUILDINGS (if applicable): N/A SQUARE FOOTAGE OF EXISTING RESIDENTIAL BUILDINGS TO REMAIN (if applicable): SQUARE FOOTAGE OF PROPOSED NON-RESIDENTIAL BUILDINGS (if applicable): N/A SQUARE FOOTAGE OF EXISTING NON-RESIDENTIAL BUILDINGS TO REMAIN (if applicable): NET FLOOR AREA ON NON-RESIDENTIAL BUILDINGS (if applicable): NUMBER OF EMPLOYEES TO BE EMPLOYED BY THE NEW PROJECT (if applicable): N/A PROJECT VALUE: IS THE SITE LOCATED IN ANY TYPE OF ENVIRONMENTALLY CRITICAL AREA, PLEASE INCLUDE SQUARE FOOTAGE (if applicable): D AQUIFIER PROTECTION AREA ONE D AQUIFIER PROTECTION AREA TWO D FLOOD HAZARD AREA D GEOLOGIC HAZARD D HABITAT CONSERVATION D SHORELINE STREAMS & LAKES D WETLANDS ___ sq.ft. ___ sq.ft. ___ sq.ft. ___ sq.ft. ___ sq.ft. LEGAL DESCRIPTION OF PROPERTY (Attach leaal descriotion on seoarate sheet with the followina information included) SITUATE IN THE -SW QUARTER OF SECTION _5_, TOWNSHIP _23_, RANGE _5_, IN THE CITY OF RENTON, KING COUNTY, WASHINGTON AFFIDAVIT OF OWNERSHIP 1, (Print Name/s) ,.Pum ! hv cu1ol M ,--, 'anQ ?.orna a declare under penalty of perju,y under the laws of the State of Washington that I am (please check one) ...Y_ the current owner of the property involved in this application or __ the authorized representative to act for a corporation (please attach proof of authorization) and that the foregoing statements and answers herein contained and the information herewith are in all respects true and correct to the best of my knowledge and belief . S/2/2013 . Mv~k Signature of Owner/Representative Date Signature of Owner/Representative STATE OF WASHINGTON ) ) ss COUNTY OF KING ) I certify that I know or have satisfactory evidence that ~~~llla.l.....k.~a...!Ad~:!.!V('.!1~· A\I\A ~ V\ signed this instrument and acknowledge it to be his/her uses and purpose mentioned in the instrument. t::j/2/1 & • Dated Notary (Print): ::rte. va_ kt"' V1 OOVlS S'/'2./2013 Date Notary Public State of Washington TARA LYNN EVANS MY COMMISSION EXPIRES April 17, 2014 My appointment expires: _..:4__,_,_/.J.\_)..,/._._\4--...,_ __________ _ Y:Vobs (J)\l l\11612 Dumitru Roman\DOCS\Otherll !612 masterapp.doc • 2 -03/1 l ·-'' .. • PLANNING DIVISION WAIVER OF SUBMITTAL REQUIREMENTS FOR LAND USE APPLICATIONS 'if;; lril "- .. .LAND USE PERMIT SUBMITTAL WAIVED MODIFIED . . . ~ti/¥~ ,, ', . COMMENTS: . 'REQUIREMENTS: ... ev:' . .,,.,, 'ev: ' . .. ... , ,. '. --'"" •" -·· .. , .. ,, ~ •·· ' . Plat Name Reservation 4 Preapplication r.t1eeti!)g Summary 4 .. . , . '' . '. .. ... .. .. ,,., " '. . ' '. . .•. ,, 'I/ • ~ . Public Works Approval Letter 2 Rehabiiltaiion Plan~ - ' ... -···. ...... '<!'''' . ,,.,. '" ""''"'!"' .. "" ,,..,. . .. ., ... , ·1,;· ,.,,,.,.,_., .. , .. ,:i:P''.'"·-:-::· ""'':; , ... ,, .. ,-, ...... ,._ •""""'' . .... , Screening Detail 4 ~it~-~Ian 2 ANO 4. " ,, ',,,, . ""•-·•,'"' ·: .. ,, ·-1,,, .... ,., ... ' ... ,.' .,.,,, ,, ... ., Stream or Lake Study, Standard 4 Stream or-Lake Study,J?upplem11ntal 4 ' .. , . ·-·- . . : --.. -. . . Stream or Lake Mitigation Plan 4 Street Profiles 2 : -• ---. . . dil{-.. , ... . . . . '.', '', .. -· ' Title Report or Plat Certificate • Topography Map, · ' " ' , .... .... . ' ' ' ' .. .. '"" Traffic Study 2 Tree Cutting/Land Clearing Plan 4 " .... '. ' ''' , .. , "' ·,., .... -,,., .... Urban Design Regulations Analysis 4 Utilities Plan, Generalizec:f2 '. ' . ·- Wetlands Mitigation Plan, Final 4 Wetlands Mitigation Plan; Preliminary 4 • . ' --. ' ---' ., ... ' Wetlands Report/Delineation 4 . Wireless: . . Applicant Agreement Statement 2 AND, Inventory of Existing Sites 2 AND3 Lease Agreement, Draft 2 AND 3 Map of Existing Site Conditions 2 AND, Map of View Area 2 AND, Photosi m ulations 2 AND , This requirement may be waived by: 1. Property Services PROJECT NAME: /2-0/A-1M 'z?l.10Y1-f7/@( -~-~----------2. Public Works Plan Review 3. Building 4. Planning DATE: __ M_ata~'J,.~' -U;~~/ 3 __ _ H:\CED\Data\Forms-Templates\SeJf.Help Handouts\Planning\waiverofsubmittalreqs.xls 06/09 l{j) ( • PLANNING DIVISION WAIVER OF SUBMITTAL REQUIREMENTS FOR LAND USE APPLICATIONS LAND USE PERMIT SUBMITTAL WAIVED MODIFIED COMMENTS: REQUIREMENTS: BY: BY: Calculations 1 Colored Maps for Display 4 ~ Construction Mitigation Description 2 AND 4 Deed of Right-of-Way Dedication Density Worksheet 4 Drainage Control Plan 2 Drainage Report 2 Elevations, Architectural JAND 4 . Environmental Checklist 4 Existing Covenants {Recorded Copy) 4 Existing Easements {Recorded Copy) 4 Flood Hazard Data 4 onA lM,ll \( t; '? W1 f1,o Ott '1 ,,, A ? Floor Plans 3 AND• Geotechnical Report 2 AND 3 ' Grading Plan, Conceptual 2 on{ llt,O ~ -§ ,. 6'vlh , . llfjY r / •C,1 Vl.71(. '1 Grading Plan, Detailed, Habitat Data Report 4 ·on( ~~ \I\.( WI c:,r.· f-A-r-lM Improvement Deferral 2 I ' Irrigation Plan 4 King County Assessor's Map Indicating Site 4 Landscape Plan, Conceptual• Landscape Plan, Detailed 4 Legal Description 4 Map of Existing Site Conditions 4 Master Application Form 4 Monument Cards (one per monument) 1 Neighborhood Detail Map 4 Parking, Lot Coverage & Landscaping Analysis 4 Plan Reductions (PMTs) 4 Post Office Approval 2 This requirement may be waived by: 1. Property Services PROJECT NAME: __,_~_/t-(..:..U'J_..,__,s,_~_tn_· -'--f'_(gf-_· __ 2. Public Works Plan Review 3. Building 4. Planning DATE: ----'/1;1-=ef'.tJ;.+..::..7,._,_, -''UJ=.t.[..,_'1 __ _ H:\CED\Data\Forms-Templates\Setf-Help Handouts\Planning\waiverofsubmittatreqs.xls 06!09 ' --• 't' \ol i ,; I ! (''.,, I I. c· ity Of n Pian · "ent · APPLICATION FOR CITY OF RENTON n1n9 Div· Or, RIGIIT OF w AY USE -DEFERRALS -w ANERS -VARIANCES -FEE IN LIEU IS/on ~5SouthGradyWay,Renton, WA98055 JUN 1 ( 425) 430-7216 9 20/J [fj~(r!,re PROJECTNAME:_..::R.cco_m_a_n_S_h_o_r_t_P_l_a_t ________________ \.'s?__::§_·,sw,/j_'-ll\f,!(L.~(t}) SITE ADDRESS: __ 2_1_2_o_J_o_n_e_A_v_e_N~E-----------------""---- LEGAL DESCRIPTION OF PROPERTY: Por Lot 2, SHPL-060-87, Rec. 8805099006, KC fuc!ude King County As;essors Parcel No: _3_3_4_3_9_0_-_3_2_0_3 ________________ _ APPLICANT: Dumitru Roman PHONE: 206-816-2124 Contact: Tom Reddinq, ·•1,25-3~2-025 . Encompass Engineering & Surveying CELL: ______ _ BUSINESSADDRESS: 165 NE Juniper St., Suite 201, Issaquah, WA 98027 Zip Code ATTACH A SEPARATE LETTER WITH THIS APPLICATION STATING IN DETAIL: 1. The request 2. Applicable City Code 3. Items and quantities involved 4. Justification for request 5. Amount of time requested 6. Provide vicinity map (8-1/2 x 11 inches) Attach a drawing or sketch of your proposal. Mail or drop off the completed application and map to: CITY OF RENTON Development Services Division Jan Illian, Coordinator 1055 -S. Grady Way 6ili Floor Renton, WA 98057 425-430-7216 Completed applications will be reviewed and a written detennination issued approximately 3-4 weeks from date of receipt of application. You will be contacted if application is incomplete or if additional information is required. APPLICANT'S SIGNATURE: ___________ ...:..._ __ -'---DATE:---~--- OFFICE USE ONLY OFFICE USE ONLY OFFICE USE ONLY OFF1CE USE ONLY DEFERRAL () New ( ) Extension VARIANCE ( ) New ( ) Extension Offsite · ( ) Underground ( ) Driveway Onsite ( ) Slope Grades ( ) Noise EXCESS R/W )( FEE 1N LIEU ( ) WAIVER () H.:\File Sys\BPW -Board of Public Works\APPLICATION\BPW2007.doc ··.~. ) / -~/ N )'.!RO ST :z: -· w : . ti .)1ST ST ::, " N ~,~·.rH sr N 2rftl Pt ,..,..··· \, / \ \ ' ·r \.,..:. ', '· \, \' \ Lake Washington + ... .. N:WniST "' Ii,' < ~ ~ ' z ;;, i ·.". ~ ~ z I Is < ~ ~ • " N 28TH ST --~-----. ·-.--~· 1 '' ., Vicinity Map NE.nlOA.. :\ NE2-l.n,sr Nf:.2'.JROST NE 141)1 ST w z Nt .18T"t ST " z ~ <, ~. ~ <J. w z '< < ~ ~ <J w " ~ a t;: < 0 NE 131}1 PL Ni£ 12TH ST 0 ,.--···· , ~tE 2STl·i ST. ' .. :1' j w " NE:221,tO ST ~ !, a :.iJ, t;: z. < w 0 ~ -~ 0 .§ :, ::,. w "'s' ~ .. ' Justification for Waiver of Frontage Improvements This is a request for the waiver of frontage improvements for the proposed 2-lot Roman Short Plat project. The site is located at 2120 Jones Avenue NE. There is an existing, newly constructed curb/gutter and 6' concrete sidewalk along the frontage with 16' of.paving from the street centerline to the existing face of curb, with a 32' total paving width. This road section extends from about 35' south of the south property line of the subject property, north approximately Y, mile to beyond the NE 23th Street/Jones Avenue intersection. This street section meets the Residential Access street standards. Because the existing road fronti.ng the project provides the Residential Access street functions, it is justified to request that frontage improvements be waived as outlined in RMC 4-9-250. ' ' ' Existing Frontage Improvements ' • [p) ~IE~ [p) IP lLJr CC~ 1f Jr (Q) ~ !Ml IE !Elf Jr~ (G [F (Q) ~ · tty Of Ff onto ROMAN 2-OR 3-LOT SHORT PLAT Pianntng Division n 2120 JONESAVENE JUN 1 9 ZOil . (Cl[lllf Of ~!EN1J"ON fRif({;rgowrg{Q) 1DepairtmeD1l1t of Commlll1D1lnity aiD1ldl IEcoD1lomoc DeveiopmeD1l1t. Contact Information: IP! a D1l D1l o D1lQ ID>ovoso o D1l PRE12-032 May 10, 2012 Planner: Gerald Wasser Phone: 425.430. 7382 Public Works Reviewer: Jan Illian Phone: 425.430.7216 Fire Prevention Reviewer: Corey Thomas Phone: .425.430. 7024 Building Department Reviewer: Craig Burnell Phone: 425.430. 7290 ' Please retain this packet throughout the course of your project as a reference. Consider giving copies of it to any engineers, architects, and contractors who work on the project. You will need to submit a copy of this packet when you apply for land use and/or environmental permits. · Pre-screening: When you have the project application ready for submittal, call and schedule an appointment with the project manager (planner) to have it pre- screened before making all of the required copies. The pre-application meeting is informal and non-binding. The comments provided on the proposal are based on the codes and policies in effect at the time of review. The applicant is cautioned ,that the development regulations are regularly amended and the proposal will be formally reviewed under the regulations in effect at the time of project ·submittal. The information contained in this summary is subject to modification and/or concurrence by official decision-makers (e.g., Hearing Examiner, Planning Director, Development Services Director, Department of Community and Economic Development Administrator, Public Works Administrator and City Council). • FIRE & EMERGENCY SERVICES DEPARTMENT _-,:::::::5··~.' ;;_0 ~ ,·· ".,.. ®·' .-. ---===--lrVe1n11no1101 ·:iR: • M E M O R A N D U M -~=------~--. DATE: TO: FROM: SUBJECT: May 1, 2012 Gerald Wasser, Associate Planner Corey Thomas, Plans Review Inspector Roman Short Plat 1. The fire flow requirement for a single family home is 1,000 gpm minimum for dwellings up to 3,600 square feet (including garage and basements). If the dwelling exceeds 3,600 square feet, a minimum of 1,500 gpm fire flow would be required. A minimum of one fire hydrant is required within 300-feet of the proposed buildings and two hydrants if the fire flow goes up to 1,500 gpm. There appears to be one existing fire hydrant within 300 feet of proposed Lot 1. This hydrant is required to be retrofitted with a 5-inch storz fitting. Addition fire hydrants would need to be installed for future lots on the eastern side of the property as they are in excess of 300-feet from the one existing hydrant. 2. The fire mitigation impact fees are currently applicable at the rate of $488.00 per single family unit. This fee is paid prior to recording the plat. No charge for existing home to remain. 3. Fire department apparatus access roadways are required to be minimum 20-feet wide fully paved, with 25-feet inside and 45-feet outside turning radius. Fire access roadways and bridges shall be constructed to support a 30-ton vehicle with 322-psi point loading. A_ccess is required within 150-feet of all points on the buildings. Dead end streets that exceed 150-feet in length require an approved turnaround. Hammer head turnarounds are allowed for streets less than 300-feet long. A minimum 90-foot diameter cul- de-sac is required if the dead end is longer than 300-feet. , , DEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT DATE: TO: FROM: SUBJECT: M E M O R A N D U M May 3, 2012 Jerry Wasser, Planner Jan Illian, Plan Review g12- 2120 Jones Ave NE Short Plat 2120 Jones Ave NE PRE 12-032 NOTE: The applicant is cautioned that information contained in this summary is preliminary and non- binding and may be subject to modification and/or concurrence by official city decision-makers. Review comments may also need to be revised based on site planning and other design changes required by City staff or made by the applicant. I have.completed a preliminary review for the above-referenced proposal. The following comments are based on the pre-application submittal made to the City of_Renton by the applicant. Water 1. Water service is provided by the City of Renton. There is an 8-inch water main in Jones Ave NE, and an existing home at 2120 Jones Ave NE is served by a %-inch water meter connected to the water main in Jones Ave NE. 2. System development fee for water is based on the size of the new domestic water meter that will serve the new home on each new lot. Fee for %-inch water meter install is $2,236.00. Credit will be given to the existing home. 3. Fee for a %-inch meter installed by the City is $2,260.00. Sanitary Sewer 1. Sewer service is provided by the City of Renton. There is an 8-inch sewer main in Jones Ave NE and an 8-inc_h sewer main in an easement along the north property line. The existing home at 2120 Jones Ave NE is connected to sewer. 2. System development fee for sewer is based on the size of the new domestic water to serve the new home on each new lot. Sewer fee for a%-inch water meter install is $1,591.00. Credit will be given to the existing home. 3. This parcel is subject to two Special Assessment Districts (SAD). The NE 201 h & Jones Ave SAD is based on square footage. The rate is site square footage x a rate of 0.27926559, plus interest. The West 2120 -Jones Ave NE PRE 12-032 Page 2 of 2 May 3, 2012 Kennydale SAD is based on a rate of# new lots x $1,050. Payment of these fees will be required prior to issuance of utility construction permit. Storm Drainage 1. There is a drainage conveyance in Jones Ave NE. 2. Small project drainage review is required for any single-family residential project that will result in 2,000 square feet or more of new impervious surface, replaced impervious surface, new plus replaced impervious surface, or 7,000 square feet of land disturbing activity. If the project exceeds one of these thresholds, a drainage plan and drainage report will be required with the site plan application. The report shall comply with Appendix C of the 2009 King County Surface Water Manual and the 2009 City of Renton Amendments to the KCSWM, Chapters 1 and 2. Based on the City's flow control map, this site falls within the Flow Control Duration Standard, Forested Conditions. 3. A geotechnical report for the site is required. Information on the water table and soil permeability, with r~endations of appropriate flov,; ~antral BMP options with typical designs for the site from the geotechnical engineer, shall be submitted with the application. 4 .. Surface water system development fee is $1,012.00 for each new lot. Credit will be given to the existing home. Transportation/Street 1. No street improvements are required for this project. There is new sidewalk along the east side of Jones Ave SE fronting this site. 2. The maximum width of a single-loaded garage driveway.shall not exceed nine feet (9') and a double- ·1oaded garage driveway shall not exceed ·sixteen feet (16'). 3. Current traffic mitigation fees are $717.75 per new single-family lot. Credit will be given for the existing home. These fees are payable prior to recording of the short plat. General Comments 1. All construction utility permits for drainage and street improvements will require separate plan submittals. All utility plans shall conform to the Renton Drafting Standards. Plans shall be prepared by a licensed Civil Engineer. 2. Separate permit and fees will be required for the water meter installation, side sewer connection, and storm water connection. 3. Water service, sewer stub, and a drainage flow control BMP is required to be provided to the new lot prior to recording of the short plat. H:\CED\Planning\Current Planning\PREAPPS\12-032Jeriy\Plan Review Comments PRE 12-032.doc -• DEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT DATE: TO: FROM: SUBJECT: MEMORANDUM May 10, 2012 Pre-application File No. 12-032 Gerald Wasser, Associate Planner Roman Short Plat General: We have completed a preliminary review of the pre-application for the above- referenced development proposal. The following comments on development and permitting issues are based on the pre-application submittals made to the City of Renton by the applicant and the codes in effect on the date of review. The applicant is cautioned that information contained in this summary may be subject to modification and/or concurrence by official decision-makers (e.g., Hearing Examiner, Community & Economic Development Administrator, Public Works Administrator, Planning Director, Development Services Director, and City Council). Review comments may also nee~ to be revised based on site planning and other design changes required by City staff or made by the applicant. The applicant is encouraged to review all applicable sections of the Renton Municipal Code. The Development Regulations are available for purchase for $50.00 plus tax, from the Finance Division on the first floor of City Hall or on line at www.rentonwa.gov Project Proposal: The subject property is located at 2120 Jones Avenue NE. The property is zoned Residential -4 dwelling units per acre (R-4) and is 98,936 square feet {2.27 acres) in size. Scenario A: The applicant is proposing to subdivide the property into 2 lots. Proposed Lot 1 would have an area of 17,850 square feet and proposed Lot 2 would have an area of 81,086 square feet and encompasses an existing house (to remain). Access to proposed Lot 2 would continue to be via an existing driveway from Jones Avenue NE. Access to proposed Lot 2 would also be from Jones Avenue NE. Scenario B: The applicant is proposing to subdivide the property into 3 lots. Proposed Lot f would be 17,850 square feet, proposed Lot 2 would be approximately 70,250 square feet and encompasses an existing house (to remain), and proposed Lot 3 would be approximately 10,836 square feet. Current Use: The property has an existing single-family house and two sheds to remain on Proposed Lot 2 (in both scenarios). Zoning/Density Requirements: The subject property is zoned Residential -4 dwelling units per acre (R-4). There is no minimum density in the R-4 zone and the maximum density is 4.0 du/ac. Private access easements, critical areas and public right-of-way h:\ced\planning\current planning\preapps\12-032.jerry\pre012-032,roman short plat,2 or 3-lot shpl, r-4.doc Roman Short Plat, PRE12-03~ Page 2 of S May 10, 2012 dedications are deducted from the total area to determine net density. Note: Because there were no calculations for the proposed access easement or for the stream and wetlands areas on the project site, it is not possible to determine density at this time. Please see the Critical Areas Section, below. A calculation of critical areas square footage and the square footage of the proposed access easement will be required in order to determine the net site area and, subsequently, the net site density. Development Standards: The project would be subject to RMC 4-2-llOA, "Development Standards for Single Family Zoning Designations" effective at the time of complete application. A copy of these standards is included. Minimum Lot Size, Width and Depth -The minimum lot size permitted in Zone R-4 is 8,000 square feet for parcels less than one acre. Minimum lot width is 70-feet for · interior lots and 80-feet for corner lots. The minimum lot depth is 80-feet. The proposal appears to meet the minimum lot size and width requirement. Both scenarios appear to meet this development standard. Building Standards-The R-4 zone allows a maximum building coverage of 35% of the lot area or 2,500 square feet, whichever is greater for lots over 5,000.square feet in size. Building height is restricted to 30 feet. Detached accessory structures are restricted to 15-feet in height. Accessory structures are also included in building lot coverage calculations. Compliance with building standards will be determined at the time of building permit review for any new structures. Setbacks -Setbacks are the minimum required distance between the building footprint and the property line and any private access easement. The required setbacks in the Zone R-4 are: Front yard -30-feet for the primary structure; Rear yard -25-feet; Side yards -5-feet, except 20-feet for side yards along a street. Residential Design arid Open Space Standards: The Residential Design and Open Space Standards contained in RMC 4-2-1215 would be applicable to any new residential structures. A handout indicating the applicable guidelines and standards is enclosed. As applicable to the R-4 zone the guidelines are: Garages -The visual impact of garages shall be minimized, while porches and front doors shall be the emphasis of the front of the home. Garages shall be located in a manner that minimizes the presence of the garages and shall not be located at the end of view corridors. Alleyway access is encouraged. If used, shared garages shall be within an acceptable walking distance to the housing unit it is intended to serve. Primary Entry-Entrances to homes shall be a focal point and allow space for social interaction. Front doors shall face the street and be on the fa~ade closest to the street. When a home is located on a corner lot (i.e. at the intersection of two roads or the intersection of a road and a common space) a feature like a wraparound porch shall be h:\ced\planning\current planning\preapps\12-032.jerry\pre012-032,roman short plat,2 or 3-lot shpl, r- 4.doc • Roman Short Plat, PRE12 Page 3 of 5 May 10, 2012 used to reduce the perceived scale of the house and engage the street or open space on both sides. Facade Modulation -Buildings shall not have monotonous facades along public areas. Dwellings shall include articulation along public frontages; the articulation may include the connection of an open porch to the building, a dormer facing the street, or a well- defined entry element. Windows and Doors -Windows and front doors shall serve as an integral part ofthe character of the home. Primary windows shall be proportioned vertically rather than horizontally. Vertical windows may be combined together to create a larger window area. Front doors shall b1:i"a focal point of the dwelling and be in scale with the home. All doors shall be of the same character as the home. Scale, Bulk, and Character-A diverse streetscape shall.be provided by using elevations and models that demonstrate a variety of floor plans, home sizes, and character. Neighborhoods shall have a variety of home sizes and char?cter. Roofs -Roofs shall represent a variety of forms and profiles that add character and relief to the landscape of the neighborhood. The use of bright colors, as well as, roofing that is made of material like gravel and/or reflective material is discouraged. Eaves -Eaves should be detailed and proportioned to complement the architectural style of the home. Architectural Detailing-Architectural detail shall be provided that is appropriate to the architectural character of the home. Detailing like trim, columns, and/or corner·boards shall reflect the architectural character of the house. Materials and Color-A diversity of materials and color shall be used on homes throughout the community. A variety of materials that are appropriate to the architectural character of the neighborhood shall be used. A diverse palette of colors shall be used to reduce monotony of color or tone. Access/Parking: The applicant has indicated that access would be taken for proposed Lot 2 via the existing driveway from Jones Avenue NE. Access to Lot 2 in both scenarios would be via a new driveway from Jone·s Avenue NE. Access to proposed Lot 3 in Scenario B would be from an access easeme"nt ai:°ross Lot 2 from Jones Avenue NE. Each lot is required to accommodate off street parking for a minimum of two vehicles. Landscaping and Open Space: The site is vegetated .. Tr~e requirements for short plats include at least two trees of a City approved species with a minimum C<!liper of lYz- inches per tree which must be planted in the fron.tyard or planting strip of each lot prior to building occupancy. A conceptual landscape plan must be provided with the formal land use application as prepared by a registered Landscape Architect, a certified nurseryman or other certified professional. If 100 percent drought tolerant plants are used, irrigation is not required. h:\ced\planning\current planning\preapps\12-032.jerry\pre012-032,roman short plat,2 or 3-lot shpl, r- 4.doc ~ Roman Short Plat, PRE12-03~ Page 4 of 5 May 10, 2012 Significant Tree Retention: A tree inventory and a tree retention plan along with a tree retention w,orksheet shall be provide_d with the formal land use application. The tree retention plan must show preservation of at least 30 percent of significant trees, and indicate how proposed building footprints would be sited to accommodate_preservation of significant trees that would be retained. If trees cannot be retained, it may be possible to replace them with minimum 2 inch caliper trees at a ratio of six to one. Critical Areas: Kennydale Creek, a Class 4 Stream bisects the subject site from south to north. Class 4 Streams have a 35-foot buffer area which is measured from the stream banks.· The applicant has submitted a letter from Altmann Oliver Associates, LLC, dated July 5, 2011, which states that the only the portion of the subject property north of the existing house was observed. The letter states that portion of Kennydale Creek on the subject property appears to be a class 4 stream. That letter does not address other portions of the property nor does it mention that Category 3 wetlands exist on the site. In order to determine the buffer area for Kennydale Creek and to confirm the classification of the stream, a Stream Study would be re_quired with a formal short plat application. Secondary review of that Stream Study would likely be required. Secondary review would accomplished by a biological consultant hired by the City and paid for by the applicant. Further, in order to determine the extent of wetlands and the impacts that the proposed development may have them and their buffers, a wetland study must be prepared by a wetland biologist. The wetland study should identify a mitigation monitoring plan if necessary. A habitat study must be incorporated into the 'wetland delineation. The general purpose of the City's critical areas regulations is defined in RMC 4-3- 0SOA.1. In addition, the Code states that no action shall be taken which results in any alteration of a critical area except as consistent with the purpose, objectives, and requirements of the Code. The Code requires the following before a permit may be approved: affirmative and appropriate measures are instituted to minimize and compensate for unavoidable impacts to regulated wetlands or their buffers; that the project results in no net loss of regulated wetland area, value, or function in the drainage basin where the wetland is located ["The concept of no net loss" means to create, restore, and/or enhance a wetland so that there is no reduction to total wetland acreage and/or function. The concept of no net loss pertains to streams as well; there shall be no net loss of riparian area or shoreline ecological function resulting from any activity or land use occurring within a regulated buffer area.]; and variance process is successfully completed to determine conditions for permitting of the requested activity including appropriate measures to reduce the impacts. These provisions must be satisfied and addressed in the wetland study discussed in this section. Reductions of wetland buffer widths are permitted only for Category 1 <!nd 2 wetland buffers. However, buffer averaging for Category 3 wetlands may occur in accordance with RMC 4-3-0SOMG.f. Reductions of stream buffer widths are permitted only in accordance with RMC 4-3-0SOL.5.c. h:\ced\planning\current planning\preapps\12-032.jerry\pre012-032,rs>man short plat,2 or 3-lot shpl, r- 4.doc . . Roman Short Plat, PREE ,2 Page 5 of 5 May 10, 2012 Determining the feasibility of either of the proposed subdivision scenarios is not possible without the information and reports described in this report. Copies of the Stream and Wetland Regulations are attached. Environmental Review: Short plats are categorically exempt from Environmental (SEPA) Review unless critical areas are found to be present on the project site. The proj~ci: area contains Kennydale Creek, a Class 4 stream, _and Category 3 Wetlands. Therefor~, SEPA .. Review.js required. • . . .. ~ . Permit Requirements: The proposals Would require approval of an Admi~istrative Short Plat and 0SEPA Review. The Short Plpt request and SEPA Review would b,e reviewed concurrently within an-estimated time frame of 6 to 8 weeks. The fee for the short plat is $1,442.00 ($1;400.00 plus 3% Technology Surcharge Fee); the fee for SEPA ~eview is $1,030.00 ($1,000.00 plus 3% Tech·nology Surcharge Fee). Detailed information regarding the land use application !,Ubmittal is provided in the attached handouts. · Upon receipt of preliminary approval, the applicant must complete any required improvements, such as sidewalks, fire hydrants and grading. A separate construction . ' permit is required _for these·improvements. The applicant must also satisfy any con_ditions of the preliminary approval before the short plat can be recorded_. A separate (no-fee) submittal is required for the final short plat. The newly created lots · may be sold only after the short plat has been recorded, The applicant can submi~ plans fpr'building 0 permit review for new consi:~uctiori before the short plat is recorded, however, the City can issue building permits o'nly when the plai: haf°been recorded. I • , ' -' ,·: ;;• -'• ' ~ /, • • ·.·-, • Impact/Mitigation Fees: Impact fees, which would replace mitigation _fees, may be adopted prior to building permit approval (for which an applicant may vest to impact/mitigation fees}. Those fees have yet to be determined. Currently fees are the following: o A Parks Mitigation Fee based on $530.76 per new single family . --. residence payable prior to r~cording; o A Transportation Mitigation Fee based on $75.00 per each~ average daily trip attributable to th,e project payable prior to recording; . o A Fire Mitigation Fee based on $488.00 per~ single-family residence payable prior to recording; and, o A Renton School District Impact Fee based ori $6,392.00 per each new single-family residence payable prior to issuance of building permits. A handout listing all of the City's Del(elopment related fees is attached for your review. Expiration: Upon approval, a short plat is valid for two years with a possible one y'ear extension. h:\ced\planning\current planning\preapps\12-032.jerry\pre012-032,roman short plat,2 or 3-lot shpl, r- 4.doc ~ 1},. ·~ rr ~·. ,_,,· ~·. ' ' ' -""'· 1 ~· ' . 256.8 ... City of Renton, Washington 0 Roman Short Plat PRE12-032 • ; ~ .. . l ~ .. ,, ""~li!·, \i'fi,~~ :ii;.'~~it~'-" £~" :~;'.};·~.~~.::i··~~,;c·;~,.:~;·::~.~~~\;,1~*;~<~\~, :·._,. 12M1 256.8 Feet This map is a user generated static output from an Internet mapping site and is for reference only. Data layers that appear on this map may or may not be accurate, current, or otherwise reliable. THIS MAP IS NOTTO BE USED FOR NAVIGATION Lakes and Rivers ParcelS <>· Renton Fire Hydrant <> Other System Fire Hydrant £,.,,;.- Street Names Rights of Way Streets Roads Jurisdictions e BeDewe Des Moines ::: Issaquah . Kent 0 King Col.l'lty ,_ Mercer Island ,. Newcastle "'t RENTON SeaTac ~. Seattle Tukwila Aerial (March 2010) C Red: Band_1 C Green: Band_2 D Blue; Band_3 1: 1,541 @8.5" X 11" ® Notes Enter Map Description • . ' ' .. . C4 -32 T24N RSE W 1/2 ·, • I I ! I . /---- '>·'{ .-··{ I ' I ,, ·'\\·--- \\ ·(\_--- ·--- R-8 .. ~~---····-r\\ \ L _ __ R,4 - -·- --B~~- -·---- ! I , -1,-- i1( •i I I ~'8 -jiJi:.:: -R-s1- ·-=--==--1 ---1 . :~-T"l··-- ,."'81 I I -R-8 ,, --1 ----1·· --- ' lb ==:1-. I , R-8 __ f ... v' 1'--'j UC~N2 \~\ j--r-· N "--""---------~-,~~~--------~------_--_,_'~;_\..:,__~_/_:_:'-----~'-----'-~-·-----~-~---1--'---R-·_8.::,.it ZONING MAP BOOK PW TECHNICAL SERVICES PRINTED ON 11/13/09 n,;, do<:umon1b1 v•Pli<••P'"'""'"'"'"·""' 111"'''" .. d IO ,u....,.occurocv, •nd I< bo1,d on thoDlitlnJorm,..,.tv>i~blO .. otlhod1to1t.lwn. T!N1 map k!ntonll.d lo, City diopla1 "'"'"'"' onli E4 -08 T23N RSE W 1/2 h,,T V ,,4.,o, 400 /Feet 05 T23N RSE W 1/2 5305 ,. Roman Short Plat PROJECT NARRATIVE o Project name, size and location of site: The Roman Short Plat is located at 2120 Jones Ave NE, Tax Parcel 334390-3203. The total area of the site is 98,936 sq. ft. (gross) o Land use permits required for proposed project: Short Plat approval and connect to existing utilities. o Zoning description of the site and adjacent properties: The current zoning of the property is R-4. The adjacent property is zoned R-4. Property to the north, east and south is single family residential (R-4). o Current use of the site and any existing improvements: There is an existing single-family residence on the site that will remain. o Special site features (i.e., wetlands, water bodies, steep slopes): Kennydale Creek, a class 4 stream runs south to north through the center of the site. A category 3 wetland is on the site. o Statement addressing soil type and drainage conditions: According to the 1973 King County Soils Map, the site is Alderwood, Gravelly Sandy Loam (AgC). o Proposed use of the property and scope of the proposed development: Proposed 2-lot single-family residential development of one existing tax parcel. o For plats indicate the proposed number, net density, and range of sizes of the new lots: Two lots, with lot sizes of 16,603 sq. ft. and 82,333 sq ft with a density of 1.3 units per acre. o Access: Access to both lots will be directly from Jones Ave NE. f. o Proposed off-site improvements (i.e., installation of sidewalks, fire hydrants, sewer main, etc.): No frontage or utility infrastructure improvements required. A waiver request will be submitted with the preliminary short plat submittal. o Total estimated construction cost and estimated fair market value of the proposed project: Construction cost of about $25,000 and an estimated fair market value of $200,000 ± o Estimated quantities and type of materials involved if any fill or excavation is proposed: Limited utility service line improvements, estimated to be about 50 + cu-yds. o Number, type and size of any trees to be removed: No trees are being proposed to be removed. Minimum of 30% of significant trees in areas outside of critical area shall be retained. o Explanation of any land to be dedicated to the City: None. o Any proposed job shacks, sales trailers, and/or model homes: NIA o Any proposed modifications being requested: None. o Distance in feet from the wetland or stream to the nearest area of work: 50'± City of Renton uREE R.EfENTIONl ... ,ry of llen en Planning Divis >n WORKSHEET JUN 1 9 LUb 1. Total number of trees over 6" in diameter1 on project site: 1. 86 trees -~~--- 2. Deductions: Certain trees are excluded from the retention calculation: Trees that are dead, diseased or dangerous2 O trees -~-- Trees in proposed public streets O trees Trees in proposed private access easements/tracts O trees Trees in critical areas3 and buffers 59 trees Total number of excluded trees: 3. Subtract line 2 from line 1: 2. 3. 59 trees --~=-- ---=2"-7 __ trees 4. Next, to determine the number of trees that must be retained 4 , multiply line 3 by: 0.3 in zones RC, R-1, R-4, or R-8 0.1 in all other residential zones 0.05 in all commercial and industrial zones 4. 8.1 trees ---~~- 5. List the number of 6" or larger trees that you are proposing5 to retain 4 : 6. Subtract line 5 from line 4 for trees to be replaced: (If line 6 is less than zero, stop here. No replacement trees are required). 5. 9 trees 6. 0 trees --~--- 7. Multiply line 6 by 12" for number of required replacement inches: 7. N/A 8. Proposed size of trees to meet additional planting requirement: (Minimum 2" caliper trees required) 8. N/A 9. Divide line 7 by line 8 for number of replacement trees 6 : (if remainder is .5 or greater, round up to the next whole number) inches inches per tree 9. N/A trees 1 · Measured at chest height. ----- 2· Dead, diseased or dangerous trees must be certified as such by a forester, registered landscape architect, or certified arborist, and approved by the City. 3 · Critical Areas, such as wetlands, streams, floodplains and protected slopes, are defined in Section 4-3-050 of the Renton Municipal Code (RMC). 4 · Count only those trees to be retained outside of critical areas and buffers. s. The City may require modification of the tree retention plan to ensure retention of the maximum number of trees per RMC 4-4-130H7a e. Inches of street trees, inches of trees added to critical areas/buffers, and inches of trees retained on site that are less than 6" but are greater than 2" can be used to meet the tree replacement requirement. Y:Vobs (J)\11\11612 Dumitru Roman\DOCS\Other\TreeRetentionWorksheet.doc 12/08 ·• DENSITY WO~KSHEEu 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. 98,936 2. Deductions: Certain areas are excluded from density calculations. These include: Public streets** 0 square feet Private access easements** 0 square feet Critical Areas* 32,413 square feet Total excluded area: 2. 32,413 3. Subtract line 2 from line 1 for net area: 3. 66,523 JUN 1 9 2013 square feet square feet square feet 4. Divide line 3 by 43,560 for net acreage: 4. __ 1_·_5_2 _7 __ acres 5. Number of dwelling units or lots planned: 5. units/lots ------2 6. Divide line 5 by line 4 for net density: 6. __ 1_. _3_ = 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\DEVSER V\Forms\Planning\dcnsity .doc Last updated: I I /08/2004 ROMAN SHORT PLAT CONSTRUCT_[ON M_[T_[GAT_[ON DlESCruPT_[ON CltyofR Plannin errto,, 9 D1v1sion JUN I 9 ZOIJ Proposed construction start date will be approximately in September 2013 and completion will be in approximately 2 weeks. Hours of operation will be 7:00 A.M. to 4:00 P.M. i?J~©~u~~© Proposed hauling/transportation route will be Jones Avenue NE to NE 28 1h Street to Kennewick Pl NE. Water trucks, street sweepers, and any other requirements deemed necessary, will be implemented for any impacts that may occur. There will be no anticipated weekend, late night or any other specialty hours proposed for construction or hauling at this time. Flag persons will be employed and signs will be installed for traffic control if necessary. IDEVElOPME~T SERVICES !DIVISION ENV~~ONMENlAl CHECKl;~~ento City of Renton Development Services Division 1055 South Grady Way, Renton, WA 98055 Phone: 425-430-7200 Fax: 425-430-7231 .... --,vfsion JUN 1 9 2013 PURPOSE OF CHECKLIST: fPd~((;~UW,~/Q) The State Environmental Policy Act (SEPA), Chapter 43.21C RCW, requires all governmental agencies to consider the environmental impacts of a proposal before making decisions. An Environmental Impact Statement (EIS) must be prepared for all proposals with probable significant adverse impacts on the quality of the environment. The purpose of this checklist is to provide information to help you and the agency identify impacts from your proposal (and to reduce or avoid impacts from the proposal, if it can be done) and to help the agency decide whether an EIS is required. INSTRUCTIONS FOR APPLICANTS: This environmental checklist asks you to describe some basic information about your proposal. Governmental agencies use this checklist to determine whether the environmental impacts of your proposal are significant, requiring preparation of an EIS. Answer the questions briefly, with the most precise information known, or give the best description you can. You must answer each question accurately and carefully, to the best of your knowledge. In most cases, you should be able to answer the questions from your own observations or project plans without the need to hire experts. If you really do not know the answer, or if a question does not apply to your proposal, write "do not know" or "does not apply". Complete answers to the questions now may avoid unnecessary delays later. Some questions ask about governmental regulations, such as zoning, shoreline, and landmark designations. Answer these questions if you can. If you have problems, the governmental agencies can assist you. The checklist questions apply to all parts of your proposal, even if you plan to do them over a period of time or on different parcels of land. Attach any additional information that will help describe your proposal or its environmental effects. The agency to which you submit this checklist may ask you to explain your answers or provide additional information reasonably related to determining if there may be significant adverse impact. USE OF CHECKLIST FOR NONPROJECT PROPOSALS: Complete this checklist for nonproject proposals, even though questions may be answered "does not apply." IN ADDITION, complete the SUPPLEMENTAL SHEET FOR NONPROJECT ACTIONS (part D). For nonproject actions (actions involving decisions on policies, plans and programs), the references in the checklist to the words "project," "applicant," and "property or site" should be read as "proposal," "proposer," and "affected geographic area," respectively. A. BACKGROUND 1. Name of proposed project, if applicable: Roman Short Plat 2. Name of applicant: Dumitru Roman 3. Address and phone number of applicant and contact person: Applicant: Dumitru Roman 2120 Jones Ave NE Renton, WA 99056 206-816-2124 Contact: Tom Redding 4. Date checklist prepared: 5/29/2013 5. Agency requesting checklist: City of Renton 6. Proposed timing or schedule (including phasing, if applicable): Summer/Fall 2013 construction Encompass Engineering & Surveying 165 NE Juniper Street Issaquah, WA 98027 425-392-0250 7. Do you have any plans for future additions, expansion, or further activity related to or connected with this proposal? If yes, explain. Not at this time, Lot 2 is large enough for a future subdivision but access and critical area issues would need to be resolved. 8. List any environmental information you know about that has been prepared, or will be prepared, directly related to this proposal. A Wetland Delineation and Standard Stream Study Report has been prepared by Altmann Oliver Associates. 9. Do you know whether applications are pending for governmental approvals of other proposals directly affecting the property covered by your proposal? If yes, explain. None known 10. List any governmental approvals or permits that will be needed for your proposal, if known. Plat Review/Approval, and other City of Renton permits required to connect to the existing utilities, and Department of Ecology Construction Stormwater Permit. 11. Give brief, complete description of your proposal, including the proposed uses and the size of the project and site. 2 This is a proposal to develop a 98,936 sq.ft. parcel into two single-family lots with associated utilities. 12. Location of the proposal. Give sufficient information for a person to understand the precise location of your proposed project, including a street address, if any, and section, township, and range if known. If a proposal would occur over a range of area, provide the range or boundaries of the site(s). Provide a legal description, site plan, vicinity map, and topographic map, if reasonably available. While you should submit any plans required by the agency, you are not required to duplicate maps or detailed plans submitted with any permit applications related to this checklist. The site is located at 2120 Jones Ave NE, Tax Parcel 334390-3203, situate in the NE quarter of Section 5, Township 23, Range 5, in the City of Renton, King County, WA. B. ENVIRONMENTAL ELEMENTS 1. EARTH a. General description of the site (circle one); flat, rolling, hilly, steep slopes, mountainous, other _____ _ b. What is the steepest slope on the site (approximate percent slope?) 7°/o±. c. What general types of soils are found on the site (for example, clay, sand, gravel, peat, muck)? If you know the classification of agricultural soils, specify them and note any prime farmland. The site is mapped by the U.S. Soil Conservation Service as lnC Indianola, loamy fine sand. d. Are there surface indications or history of unstable soils in the immediate vicinity? If so, describe. None Known e. Describe the purpose, type, and approximate quantities of any filling or grading proposed. Indicate source of fill. Grading will be required for a building pad on future lot 1. No filling or grading is required to create the lots. f. Could erosion occur as a result of clearing, construction, or use? If so, generally describe. There is some possibility of erosion during the construction of utilities to serve Lot 1, but strict erosion control measures will be used to minimize the possibility. g. About what percent of the site will be covered with impervious surfaces after project construction (for example, asphalt or buildings)? 3 When the project is completed, there will be approximately 8% impervious area within the site. h. Proposed measures to reduce or control erosion, or other impacts to the earth, if any: 2. AIR Erosion will be controlled during construction with silt fencing, rocked construction entrances and sediment traps. The disturbed soil will be covered with straw and/or planted grass. a. What types of emissions to the air would result from the proposal (i.e., dust, automobile, odors, industrial wood smoke) during construction and when the project is completed? If any, generally describe and give approximate quantities if known. Construction equipment exhaust during construction, long term emissions after that will be minimal with the single-family use. b. Are there any off-site sources of emission or odor that may affect your proposal? If so, generally describe. No c. Proposed measures to reduce or control emissions or other impacts to air, if any: None 3. WATER a. Surface Water: 1) Is there any surface water body on or in the immediate vicinity of the site (including year- round and seasonal streams, saltwater, lakes, ponds, wetlands)? If yes, describe type and provide names. If appropriate, state what stream or river it flows into. Yes, Kennydale Creek flows through the property and there are Category 3 wetlands on the property. 2) Will the project require any work over, in, or adjacent to (within 200 feet) the described waters? If yes, please describe and attach available plans. Yes, there will be home and utility service lines construction as close and 35 feet from the creek. 3) Estimate the amount of fill and dredge material that would be placed in or removed from surface water or wetlands and indicate the area of the site that would be affected. Indicate the source of fill material. None 4 4) Will the proposal require surface water withdrawals or diversions? Give general description, purpose, and approximate quantities if known. None 5) Does the proposal lie within a 1 DO-year flood plain? If so, note location on the site plan. No, the site is not within a 1---year floodplain per firm panel 664 of 1725. 6) Does the proposal involve any discharges of waste materials to surface waters? If so, describe the type of waste and anticipated volume of discharge. No b. Ground Water: 1) Will ground water be withdrawn, or will water be discharged to ground water? Give general description, purpose, and_ approximate quantities if known. No 2) Describe waste material that will be discharged into the ground from septic tanks or other sources, if any (for example: Domestic sewage; industrial, containing the following chemicals ... ; agricultural; etc.). Describe the general size of the system, the number of such systems, the number of houses to be served (if applicable), or the number of animals or humans the system(s) are expected to serve. NIA c. Water Runoff (including storm water): 1) Describe the source of runoff (including storm water) and method of collection and disposal, if any (include quantities, if known). Where will this water flow? Will this water flow into other waters, If so, describe. The future home on Lot 1 will use BMPs for storm water control. This will be addressed with the building permit application for Lot 1. 2) Could waste material enter ground or surface waters? If so, generally describe. No. d. Proposed measures to reduce or control surface, ground, and runoff water impacts, if any: BMPs for new home on lot 1. 4. PLANTS a. Check or circle types of vegetation found on the site: _X_ deciduous tree: alder, maple, aspen, other _X_ evergreen tree: fir, cedar, pine, other 5 _X_shrubs _X_ grass __ pasture __ crop or grain __ wet soil plants: cattail, buttercup, bullrush, skunk cabbage, other _X_ water plants: water lily, eel grass, milfoil, other __ other types of vegetation b. What kind and amount of vegetation will be removed or altered? None required for short plat. c. List threatened or endangered species known to be on or near the site. None d. Proposed landscaping, use of native plants, or other measures to preserve or enhance vegetation on the site, if any: When the construction of the residences are complete, individual lot landscaping is generally provided to enhance the aesthetics of the site. Some of the existing trees to be retained. The landscaping of the lots will more than likely consist of lawn areas, low growing shrubs and ornamental trees. 5. ANIMALS a. Circle any birds and animals which have been observed on or near the site or are known to be on or near the site: Birds: hawk, heron, eagle, songbirds, other-------- Mammals: deer, bear, elk, beaver, other, ,,s,.q"'ui"'rr.,,e"'ls,_ ____ _ Fish: bass, salmon, trout, herring, shellfish, other------ b. List any threatened or endangered species known to be on or near the site. None Known c. Is the site part of a migration route? If so, explain None Known d. Proposed measures to preserve or enhance wildlife, if any: None Proposed 6. ENERGY AND NATURAL RESOURCES a. What kinds of energy (electric, natural gas, oil, wood stove, solar) will be used to meet the completed project's energy needs? Describe whether it will be used for heating, manufacturing, etc. The energy needs of the project will be met using either electric or natural gas or a combination of both. 6 b. Would your project affect the potential use of solar energy by adjacent properties? If so, generally describe. No c. What kinds of energy conservation features are included in the plans of this proposal? List other proposed measures to reduce or control energy impacts, if any: Housing construction will conform to state energy codes. 7. ENVIRONMENTAL HEALTH a. Are there any environmental health hazards, including exposure to toxic chemicals, risk of fire and explosion, spill, or hazardous waste, that could occur as a result of this proposal? If so, describe. None Known 1) Describe special emergency services that might be required. N/A 2) Proposed measures to reduce or control environmental health hazards, if any: N/A b. Noise 1) What types of noise exist in the area which may affect your project (for example: traffic, equipment, operation, other)? None Known 2) What types and levels of noise would be created by or associated with the project on a short-term or a long-term basis (for example: traffic, construction, operation, other)? Indicate what hours noise would come from the site. In the short term, there will be noise associated with the installation of the utilities and construction of the residences. 3) Proposed measures to reduce or control noise impacts, if any: The construction noise will be limited to the hours allowed by the City of Renton noise ordinances. Construction hours will be indicated on the approved building permits. 8. LAND AND SHORELINE USE a. What is the current use of the site and adjacent properties? Single-family residence. Single family to the north, south, east and west. 7 b. Has the site been used for agriculture? If so, describe. No c. Describe any structures on the site. A single-family residence with garage. d. Will any structures be demolished? If so, what? No. e. What is the current zoning classification of the site? R-4 f. What is the current comprehensive plan designation of the site? RSF g. If applicable, what is the current shoreline master program designation of the site? N/A h. Has any part of the site been classified as an "environmentally sensitive" area? If so, specify. Yes. Kennydale Creek, a class r4 stream, and a category 3 wetland are on the site- both are "environmentally sensitive" areas. i. Approximately how many people would reside or work in the completed project? Based upon a model of approximately 2.3 people per residence, approximately 5 people will reside in the completed project. j. Approximately how many people would the completed project displace? None. k. Proposed measures to avoid or reduce displacement impacts, if any: None I. Proposed measures to ensure the proposal is compatible with existing and projected land uses and plans, if any: The lots to be created and the residences to be constructed will meet applicable city and state zoning/building codes. Single family residences will be constructed in a single family residential neighborhood. 8 9. HOUSING a. Approximately how many units would be provided, if any? Indicate whether high, middle, or low-income housing. One new single-family residences will be provided. The units will be middle income housing. b. Approximately how many units, if any, would be eliminated? Indicate whether high, middle, or low-income housing. None. c. Proposed measures to reduce or control housing impacts, if any: None 10. AESTHETICS a. What is the tallest height of any proposed structure(s), not including antennas; what is the principal exterior building material(s) proposed. The house will meet zoning and building codes, and will fit in with the neighborhood. b. What views in the immediate vicinity would be altered or obstructed? None. c. Proposed measures to reduce or control aesthetic impacts, if any: None proposed 11. LIGHT AND GLARE a. What type of light or glare will the proposal produce? What time of day would it mainly occur? N/A b. Could light or glare from the finished project be a safety hazard or interfere with views? It is not likely that light from the finished project would be a safety hazard or interfere with any views. c. What existing off-site sources of light or glare may affect your proposal? None d. Proposed measures to reduce or control light and glare impacts, if any: None 9 12. RECREATION a. What designated and informal recreational opportunities are in the immediate vicinity? Not known b. Would the proposed project displace any existing recreational uses? If so, describe. No c. Proposed measures to reduce or control impacts on recreation, including recreation opportunities to be provided by the project or applicant, if any: None proposed. 13. HISTORIC AND CULTURAL PRESERVATION a. Are there any places or objects listed on, or proposed for, national state, or local preservation registers known to be on or next to the site? If so, generally describe. Not Known b. Generally describe any landmarks or evidence of historic, archaeological, scientific, or cultural importance known to be on or next to the site. None c. Proposed measures to reduce or control impacts, if any: N/A 14. TRANSPORTATION a. Identify public streets and highways serving the site, and describe proposed access to the existing street system. Show on site plans, if any. All lots will access Jones Avenue NE. b. Is site currently served by public transit? If not, what is the approximate distance to the nearest transit stop? No, the nearest bus stop is at Kennewick Pl NE & NE 28 1 h St., about 0.48 of a mile away. c. How many parking spaces would the completed project have? How many would the project eliminate? The completed project will have two off street parking stalls in front of the garage and the potential of 2 parking stalls within the garage of each of the proposed residences. d. Will the proposal require any new roads or streets, or improvements to existing roads or streets, not including driveways? If so, generally describe (indicate whether public or private? 10 ) d. Will the proposal require any new roads or streets, or improvements to existing roads or streets, not including driveways? If so, generally describe (indicate whether public or private? No. e. Will the project use (or occur in the immediate vicinity of) water, rail, or air transportation? If so, generally describe. No f. How many vehicular trips per day would be generated by the completed project? If known, indicate when peak volumes would occur. Based upon a standard model of 9.57 Average Daily Trips (ADT) per residence, it is anticipated that the completed project will generate approximately 9.57 vehicular trips per day. g. Proposed measures to reduce or control transportation impacts, if any: The City will require a traffic impact fee for the development. 15. PUBLIC SERVICES a. Would the project result in an increased need for public services (for example: fire protection, police protection, health care, schools, other)? If so, generally describe. There will be a minor increase in need to all of the services. b. Proposed measures to reduce or control direct impacts on public services, if any. Impact fees as required by the City will be paid at the time of building permit issuance. 16. UTILITIES a. Circle utilities currently available at the site: electricity, natural gas, water, refuse service, telephone, sanitary sewer, septic system, other. b. Describe the utilities that are proposed for the project, the utility providing the service, and the general construction activities on the site or in the immediate vicinity which might be needed. City of Renton will be providing Water and Sewer service. Puget Sound Energy will be providing the power and gas. 11 ) C. SIGNATURE I, the undersigned, state that to the best of my knowledge the above information is true and complete. It is understood that the lead agency may withdraw any declaration of non-significance that it might issue in reliance upon this checklist should there be any willful misrepresentation or willful lack of full disclosure on my part. Proponent: Name Printed: Tom Redding Date: 12 Altmann Oliver Associates, LLC C.trnatinu, W. \ !11'0 I ·I JUN 1 9 2013 AOA En\'i ron mcn tal 'lannin!; & Landscape Architcuurc IRi ~ ([;; ~o~~ fi5) WETLAND DELINEATION ANTI STANDARD STREAM STUDY REPORT ROMAN 2-LOT SHORT PLAT RENTON, WASHINGTON Prepared For: Dumitru Roman 2120 Jones Ave. NE Renton, WA 98056 May 29, 2013 Table Of Contents 1.0 INTRODUCTION 2.0 GENERAL PROPERTY DESCRIPTION AND LAND USE 3.0 METHODOLOGY 4.0 RESULTS 4.1 Kennydale Creek 4.2 Wetland A 4.3 Wetland 8/C Mosaic 5.0 WETLAND/STREAM FUNCTIONS AND VALUES 6.0 HABITAT ASSESSMENT 7.0 PROPOSED PROJECT List of Attachments Attachment A: OTAK Stream Typing Technical Memorandum Attachment B: Wetland Data Sheets Page I I 2 2 2 3 3 4 ROMAN 2-LOT SHORT PLAT KENT, WASHINGTON WETLAND DELINEATION AND STANDARD STREAM STUDY REPORT PRE12-032 May 29, 2013 1.0 INTRODUCTION This report is the result of a wetland and stream study on a 2.27-acre site located in the City of Renton, Washington. As part of the proposed project the site would be subdivided into two lots. The purpose of this report is to describe and classify the wetlands and stream delineated on the property. Information in this report is intended to satisfy the general reporting requirements of RMC 4-8-1200 for wetland and stream assessments. 2.0 GENERAL PROPERTY DESCRIPTION AND LAND USE The site consists of tax parcel 334390-3203 located at 2120 Jones Ave. NE in the City of Renton, Washington. It is found within the SW Y.i of the NE Y.i of Section 5, Township 23 North, Range 5 East, W.M. The site is currently developed with a single-family residence and several associated out-buildings. The remainder of the property is undeveloped and consists of a mix of small forested areas, dense brush, and yard/orchard. Kennydale Creek drains from south to north through the central portion of the property. 3.0 METHODOLOGY On November 3, 2011 a wetland reconnaissance and delineation was conducted on the subject property utilizing the methodology outlined in the 1997 Washington State Wetlands Identification and Delineation Manual and the May 2010 Regional Supplement to the Corps of Engineers Wetland Delineation Manual: Western Mountains, Valleys, and Coast Region (Version 2.0). The ordinary high water (OHW) of both sides of Kennydale Creek was delineated during the November 2011 field investigation. An additional site review was also conducted on May 28, 2013 to review current property conditions. 4.0RESULTS Kennydale Creek drains from south to north through the central portion of the property. In addition, a small pond (Wetland A) was delineated along the stream corridor to the east of the residence. A wetland mosaic (Areas B and C) was also preliminarily delineated throughout the southern portion of the site. All of the wetland and stream boundaries were subsequently surveyed by Encompass Engineering & Surveying (see survey drawing). Roman Short Plat May 29. 2013 1 Each of these critical areas is further described below. 4.1 Kennydale Creek Kennydale Creek on the site consists of a well-defined channel that appears to have been historically ditched. At the time of the delineation, vegetation along the riparian corridor consisted primarily of a strip of poplar (Populus sp.) and dense Himalayan blackberry (Rubus armeniacus) and hawthorne (Crataegus sp.) adjacent periodically mowed yard and orchard. As defined in RMC 4-3-050.L.1.a, Kennydale Creek is considered a Class 4 stream by the City of Renton. This stream classification was confirmed as part of a stream typing review that was conducted by Otak biologists in October of 2011 on the Joey's Short Plat project site located immediately downstream to the north (Attachment A). Class 4 streams require a 35-foot standard buffer. 4.2 Wetland A Wetland A consists of a historically excavated pond within the Kennydale Creek riparian corridor. At the time of the site visit, the entire wetland contained several inches of ponding. Vegetation within the wetland consisted primarily of reed canarygrass (Phalaris arundinacea) with scattered water parsley (Oenanthe sarmentosa) and willow (Sa/ix sp.) saplings. Black cottonwood (Popu/us trichocarpa), weeping willow (Salix babylonica), birch (Betula sp.), and red alder (A/nus rubra) were observed along the pond perimeter. Attachment B contains data sheets prepared for a representative location in both the upland and wetland adjacent Wetland A. These data sheets document the vegetation, soils, and hydrology information that aided in the wetland boundary determination. Wetland A appears to meet the criteria for a Category 3 wetland and would require a 25-foot buffer per RMC 4-3-050M.6.c. 4.3 Wetland 8/C Mosaic The southern portion of the site contains a mosaic of wetland areas that were preliminarily delineated during the field investigation. The area appears to have been disturbed through historic clearing, grading, and likely stream channelization and if any future development is proposed for this area it is our recommendation that a wet season review be conducted. At the time of the site visit, the eastern portion of the wetland mosaic (Area B) contained a mix of red alder, willow, Himalayan blackberry, lady fern (Athyrium filix- femina) and giant horsetail (Equisetum telmateia). The western portion of the mosaic (Area C) was dominated by creeping buttercup (Ranunculus repens). Both Wetland Areas B and C appear to meet the criteria for Category 3 wetlands and would require 25-foot buffers. Roman Short Plat May 29. 2013 2 5.0 WETLAND/STREAM FUNCTIONS AND VALUES Wetlands, in general, provide many valuable ecological and social functions, including stormwater storage, water quality protection, groundwater recharge and discharge, and wildlife habitat. Although historically disturbed, the wetlands on the site do continue to provide many of these functions. The wetlands provide some limited stormwater storage areas that trap sediments and other pollutants. The trapping of sediments and pollutants within the wetlands helps maintain water quality in downstream areas. The wetlands may also provide further benefit to wildlife by releasing water slowly during the summer months, thereby contributing to the base flow of the stream. In addition to its hydrologic functions, the wetlands also provide biological functions. As components of the riparian corridor, the wetlands and stream provide habitat for a variety of wildlife species. Another biologic function of the wetlands is the transport of nutrients (via Kennydale Creek) to downstream areas. Nutrients transported to downstream areas provide biological support for fish and other aquatic wildlife. Although privately owned, the on-site wetlands do provide some limited cultural wetland functions as part of the overall open space associated with the Kennydale Creek riparian corridor. The wetlands also contains some passive recreational opportunities such as wildlife viewing. 6.0 HABITAT ASSESSMENT As part of the wetland and stream study, the WA Department of Fish and Wildlife's Priority Habitats and Species (PHS) database was reviewed. This database did not indicate the presence of any threatened, endangered, sensitive, monitored, or priority habitats or species on or adjacent to the property. While the site does likely provide habitat for a variety of birds, small mammals, reptiles, and amphibians typically found within suburban environments, no threatened, endangered, sensitive, monitored, or priority species were identified on or adjacent the site during the field investigations. As defined in RMC 4-11-030.C, Critical Habitat is an area associated with threatened, endangered, sensitive, monitored, or priority species of plants or wildlife and which, if altered, could reduce the likelihood that the species would maintain and reproduce over the long term. Since no critical habitat has been identified on the site, no Habitat Data Report is required. Roman Short Prat May 29, 2013 3 7.0 PROPOSED PROJECT As part of the proposed 2-lot short-plat, a new lot would be created in the northwest portion of the site. It is anticipated that a future single-family residence would be constructed within the western portion of the lot adjacent Jones Ave. NE. This portion of the site currently consists of a periodically mowed pasture (Photo 1 ). It is our understanding that this new future residence could be constructed outside of the required 35-foot stream buffer and that no impacts to Kennydale Creek, the delineated wetlands, or their required buffers are proposed. ' r ,...,_ ·' . -r/" '..::., ._ _ _,. ... 'I •,-. "i .... r, . \\ \11,· '· ' '.' ' , " ' ,,.., .. ,,, <(,.': ,:t> "'.. ' Photo 1: View of future home-site on western portion of proposed Lot 1. Roman Short Plat May 29. 2013 4 ) Attachment A OTAK f echnica~ Memorandum IK:ennydla1~e Creek Stream Typing Technical Memorandum 10230 ~\rE Points Ddve 5Jtite .JOO FGrkland, WA 98033 Phone (./25) 822-1././6 Fax (425) 827-9577 To: From: Copies: Chip Vincent, Planning Director, City of Renton Jennifer Henning, Planning Manager, City of Renton Stephanie Smith, Wetland Biologist Kevin O'Brien, Ph.D., Senior Wildlife Biologist Suzanne Anderson, Ph.D., Senior Wetland Biologist Date: October 20, 2011 Subject: Kennydale Creek Stream Typing Project No.: 31821C Otak Inc. biologists were asked by the City of Renton (City) to confirm the stream typing of Kennydale Creek (also called Clover Creek) in the vicinity of2208 Jones Avenue NE (Parcel# 3343903602), which has been approved as a two-lot short plat Qoey's Short Plat). Otak biologists conducted their site visit on October 6, 2011, and were able to view the stream on the subject parcel. However, because Otak biologists lacked property access to any other parcels, they were unable to observe the stream in its entirety. Otak biologists were only able to view additional segments of Kennydale Creek from public rights-of way upstream of Interstate 405 (l-405), including the intersections of: Jones Avenue NE near NE z4•h Street; NE 24'" Street near High Avenue NE; and the stream crossing on NE 20th Street. Kennydale Creek is currently categorized by the City as a Class 4 stream upstream of the I-405 crossing (including the subject parcel), and as a Class 3 stream downstream of the I-405 crossing. Per the Renton Municipal Code (RMC 4-3-050.L.1.a) Class 3 and 4 streams are defined as: Class 3: Class 3 waters are non-salmonid-bearing perennial waters during years of normal rainfall, and/ or mapped on Figure Q4, Renton Water Class Map, as Class 3. (RMC 4-11- 160 defines perennial as "Waters whfrh flow continuouslj'). Class 4: Class 4 waters are non-salmonid-bearing intermittent waters during years of normal rainfall, and/ or mapped on Figure Q4, Renton Water Class Map, as Class 4. (Rl'v!C 4-11-090 defines intermittent as "A condition where water is not present in the channel year-round duringyears of nonnal or above normal rainfall'). Numerous studies have been completed for different segments of Kennydale Creek. These studies include a stream assessment conducted by Jamie Glasgow of Wild Fish Conservancy on September K:\projcct\31800\31R21C\Rcpmt~\31821C ct:chmcmo S,\_KOB.Joc" Chip Vincent, Planning Director, City of Renton Kennydale Creek Stream Typing Page 2 O<tober 20, 2011 18, 2008 on segments ofKennydale Creek located upstream ofl-405 (Wild Fish Conservancy memorandum, September 23, 2008). Ms. Glasgow reported observing flow both upstream (near NE 20'" Street) and downstream (near NE 24'h Street) of the subject parcel in the autumn of 2008. However, since she did not assess the entire reach ofKennydale Creek located upstream ofl-405, she did not have sufficient information to determine whether any section of the stream lacks continuous flow during the summer. Additional studies on upper Kennydale Creek include a stream assessment prepared by Carl Hadley ofCedarrock Consultants, Inc., dated February 17, 2006. Mr. Hadley reviewed the water type classification of upper Kennydale Creek, and recommended maintaining the Class 4 water classification of the stream. Otak biologists were asked to detennine whether the current Class 4 categorization for Kennydale Creek on the subject parcel is correct, or if the stream meets the definition of a Class 3 stream. The subject parcel has been approved for a two-lot short plat, and currently has a house on the northern portion of the property. The southern portion of the parcel consists of a mowed field dominated by creeping buttercup (Ranunculus repens), and the western portion of the parcel fronts Jones Avenue NE. Kennydale Creek flows from south to north on the subject parcel, and it is located approximately 125 feet east of Jones Avenue NE, essentially bisecting the parcel. On the subject parcel, the creek channel is densely vegetated, is approximately four feet wide, and had between five and eight inches of very slowly flowing water at the rime of the site visit -see the photo attached to the end of this memorandum. It is important to note that the Otak site visit occurred on October 6, 2011 after several days of rain. V cgetation in the creek was dominated by watercress (Nasturtium ojji,inale), American speedwell ( Veronica Americana), with some reed canarygrass (Phalaris arundina"a). The two dominant species in the creek (watercress and speedwell) are both obligate wetland species, meaning that 99-percent of the rime, these plants are found in wetland habitats. Vegetation completely filled the stream channel, growing from the channel bed and banks of the stream. The density of the vegetation indicates that water does not flow through this segment of the stream at a sufficiently high velocity to prevent plants from becoming established. The dense vegetation also indicates that this segment of the stream may lack surface water flow during the summer, but it likely has high enough groundwater to support the hydrophyric (water- loving) vegetation. Looking upstream (to the south) from the subject parcel, the stream bed appears to generally lack vegetation, indicating water may flow through that segment at a higher velocity than on the subject parcel, thereby precluding vegetation establishment. Other segments of the stream channel that we were able to view from public rights-of-way (both up-and downstream of the subject parcel) also generally lacked vegetation, indicating potentially higher velocity flows or impoundment. However, many of these segments were viewed at or near culvert inlets or outlets, which can influence stream flows, and may not be representative of the stream's characteristics. Downstream (north) from the subject parcel, there is a pond on a parcel adjacent to Jones Avenue NE, just south of the NE 24'h K\prnjcct\31 K00\31821C\Rcports\] 182\C ccchmcmo S,\_KOB.Uocx Chip Vincent, Planning Director, City of Renton Kennydale Creek Stream Typing Page 3 October 20, 2011 Street. It appears that Kennydale Creek enters and exits the pond via culverts prior to crossing beneath Jones Avenue NE. While our site visit and data collection was limited by property access and time of year, it is our best professional judgment that some portions of Kennydale Creek upstream of l-405, particularly in the vicinity of 2208 Jones Avenue NE, may lack surface water flow during some portion of the year, thereby meeting the definition of a Class 4 water per RMC 4-3-050.L.1.a.iv. While it is likely that some segments of Kennydale Creek located upstream of 1-405 remain inundated throughout the year; the heavily vegetated nature of the stream channel on the subject parcel suggests that a combination of evapotranspiration and infiltration during at least a portion of the summer may result in a lack of surface water flow in this segment of the stream. Photo looking downstream (towards the north) at Kennydale Creek on the Joey's Short Plat parcel. Note the dense vegetation in the stream channel. K:\projt:ct\3 !Rfl0\3 [821C\Rcpc>rt~\J1821C: rcchmcmo S,\_KOB.Jocx Atiachme!n)i B !D~t~ §heets ·, j 8·2 DATA FORM ROUTINE DNSITE DETERMINATION METHOD1 Fie Id Inv• s I iJ a tor( s): A L-T 11'4. ,A N r,l D a I a: ~s"'-·/c/-" .. ..,?,_/_1_,,'---___ _ ProjaC'/Sna: ·Lti., J .. ,.;i>; AJ,;_ Stale: v->A County: _;ll'-'-'1el.:.,,'·<.....------ ApplicanLOwnar: e-i, "'".I Plant Community t/Nama: ------------ Nole: If a more detailed site ~s.cription is necessary, use the back of data form or a field notebook. Do normal enVironmenlal conditions exist at the plan! communhy? Yas _x__ No __ (If no, explain on back.) , Has the vegetation, soils, and/or hydrology ~en significantly disturbed? Yes2_No_· __ (lfyes,axplainonback) 1.\,5,G'l,( (,,t,,,11, .... 0 <er ?c,I\> VEGETATION Indicator Dominant Plant Spsdes Status Stratum Dominant Planl Species rh,,,__ \ c.f\ .s ,. C\rvt'VJ.A""H·!J \'-x....l _9z__ 11. 2. ~ic·.;~l--k-\•::,; I<,-; ''"'W ( 12. 3. ~ ,c."'J:fV'-d·Jlc~.__..._,Q t "'° ~ 13. ' 14. ~. 5. ·---15. 6. ---16. 7. ---17. a. ---18. 9. 19. 10. ---20.· lndicalor Status ------ --- --- S,ratum --- --- --- ------ --- --- --- ?ercenl of dominant ~.-...acies that are OSL, FACW, and/or FAC -~I-'-'_· ,_::, _____ _ Is tha hyd;ophytic vegatation cr~erion met? Yes _i__ No_._ Rationale:.,..---,,~.-=-----~-----------------~------- "> $'u i'c. f"-;t,,_c.. (j fL uJ~'\'\t-.r•-- SOILS Sariesiphass: -----------------Subgroup:2 ------------- Is the soil on the hyddc soils list? Yes No Undetermined---,-,---- Is the soil a His to sol? Yes~ No __ Histic epipedon present? Y9s __ No Is the soil: MoMled7 Yes No~ Gl,yad? Yas __ No..£__ }...fa.trix Color: 1{)::f,~ 7..-/-,--Moii!e Colors: _________________ _ Other hydric soil indicators:------------------------------- Is the hydric soii critarion mat? Yes -,( No Ra.tionafe: -- HYDROLOGY Is the ground surface inundated? Yes No 2-_ Surface water depth: ls the soil saturated? Yes ·....t.. No 11 Depth to free-standing waler in ph/soil probe hole:--"'---------------------- List other fiold evidence of surface inundation or soil saluration. Is :he wetland hydrology criterion met? Yes )( No Rationale: ---- o t St.f:"'J..\" v,l 1.1(--.S~i~. (,~'1.J~A''\'~,j JURISDICTIONAL DETERMINATION AND.RATIONALE Is Iha planl community a w.otiand? Yas ..x_ No Rationale for·jurisdictional decision: Ai,L. ~ Cb'l'~l'-1~ MlT 1 This data form can bo used for 1h8·Hydric Soil Assessment Procedure and the Plant Commun~y Assessment Pr'ocoduro. 2 ClassifO\ion accordino to ·soil Taxonomy: ... .. } 8·2 DATA FORM ROUTINE ONSITE DETERMINATION METHOD1 F1<11d lnvesli;ialor(s): lh:i ....... krlr-1 Dale: _c..s-.,_/"'z.,-"i_._/_1",'----- ProjaCJSite: '-Z.....\1-u 1(.:•"(S AJC. Slate: \,.JA County: -"'='.c°':..,L,"·------- A;,plicanVOwner: \L>'-'A,.l Plan! Community t/Name: ------------ Note.'. tf a more detailed site descrip:ion is necessary, use the back of data form or a field no\ebook. Do normal en'lironmenlal conditions exist at the plan! communhy? Yas 2',__ No __ (II no, explain on back) Has the v9-9etation, soils, and/or hydrology been significantly disturbed? Yes __ No ...lS.__ (If yes, explain ori back) VEGETATION lndicalor Dominant Plant Spades S!atus Str21um Dominant Plant Species --- 1. fAcv ' 11. --- 2. t=Ac.. ' 12. 3. f,>.e::::J -(- 13. , r""1,,,.., .:: 14. "· --- 5. f-AcJ .-2....._ 15. 6. ·1~'Ac.J $ 16. 7. t"'C. C, 17. a. ---18. 9. ---19. 10. ---20.· u .... '/ .. ?ercent of dominant 5t-'"'€!das that are OBL, FACW, a;id/or FAG __ ,-'-'.,'-....:.-____ _ Is tha hyd;ophytic vegataiion crrterion met? Yes __ No ...L:__ lndicalor Slatus --- Stratum --------- --- --- --- --- --- --- Rationale:-----------------------------'--------- Ne·, >~a% f-Ac.. o(l. W :i::'T1 E fl.. SOILS Series/phase:-----------------Subgroup:2 ------------- Is the soi! on.the hydrlc soils list? Yes No Undetermined------- Is the soil a Hislosol? Yes No X Histic epipedon presenl? Yeis __ No_x __ Is the soil: Monled? Y~ __ No _x_ Gleyed? Yes__ No _x __ Matiix Color: lQYR m Moille Colors:------------------ Other hydric soil indicalors: ------------------------------- Is the hydric soil cri:arion mat? Yes No_x_ Rationale:----------------~-------------------- C.. t\f'<i"'' A ,n '-w/o (2-£1>,)( ,w-•<'-VI-\ ,c.. HYDROLOGY fs the ground surface inunda1ed? Yes No .c._ Surface water depth: Is the soil saturated? Yes__ No£.._ Depth to free-slanding waler in pit/soil probe hole:----------------------- List o\her fie!d evidence cl surface inundation or soil saturation. ls :he wetland hyd;ology criterion met? Yes__ No L__ Rationale:------------'------------------------- ,.._;~ ofiSt;(2..uAT1Q,.J cj'L i£.v; 1'(.:..JC.(:.. C.1!. P,t.,L,.;.N'~i:.O 5"·'-SA4·v·fl-iA-.Tl.;,,,._i JURISDICTiotJAL DETERMINATION AND.RATIONALE Is !he plant community a weiland? Yes --No .1S...._ Rationale for'jurisdidional decision: ---------------------------- ,1 c.i2. t . u\-.v'\ ~ \ 1 This data form can bo used for th8 ·Hydric Soil Assessmenl Procedure and the Plant Community Assessmen\ Procoduro. 2 Class:fic.a.tion according !o ·soil Ta.::r:onomy." ,, Geotechnical Engineering and Earth Sciences April 5, 2013 Mr. Dumitru Roman 2120 Jones Avenue NE Renton, WA 98506 SUBJECT: GEOTECHNICAL EVALUATION Proposed Residence 2120 Jones Avenue NE Renton, Washington Project No. 13-111-01 Dear Dumitru, City of R . Ptann· enton tng Division ,JUN 1 9 201.i This report presents our geotechnical evaluations and recommendations for foundation construction for your proposed new residence on the subject property. Our work was performed in accordance with the scope and conditions of our proposal dated March 11, 2013. Encompass Engineering provided a property survey to us (see Figure 2) which indicates the subdivision of your existing property to create a new lot (Lot 1) north of your existing house. We understand that the new residence will be constructed within the new Lot 1 in the area west of Kennydale Creek. The survey of Figure 2 was used as a reference for our field explorations, evaluations and recommendations. Based on our understanding of the proposed development plans and our experience, we have assumed that the structure will likely be two stories in height with a slab-on- grade garage but the remainder of the house will be raised floors with crawl space. Wall loads are expected to be in the range of about 1 to 3 kif and maximum column loads are expected to be in the range of about 10 to 20 kips. If actual structural loads exceed these values by more than 25%, this office should be notified. 0 P.O. Box 276, Issaquah, WA 98027-0276 ° Phone: (425) 391-4228 Fax: (425) 391-4228 Roman April 5, 2013 SCOPE OF WORK Our geotechnical work included subsurface exploration, engineering evaluations, consultations with Encompass Engineering and preparation of this report. The scope of work included the following specific tasks: o Reviewed published geologic mapping for the site vicinity. o Performed a site reconnaissance to observe the surface conditions on the general property and make supplemental site measurements. o Performed site exploration consisting of three trackhoe test pits at the approximate locations shown on Figure 2. Penetration tests were performed in the test pits and soil samples were obtained at frequent intervals. Logs of the test pits are presented in the attached Appendix A. o Performed engineering evaluations of the observed site conditions and measurements to develop geotechnical recommendations for foundation construction and site grading. o Prepared this geotechnical report summarizing our findings and recommendations. OBSERVED SITE CONDITIONS The property is located on the east side of Jones Avenue NE as approximately shown in Figure 1. The proposed building site is within the new proposed Lot 1 along the north side of the property and west of Kennydale Creek which cuts through the middle of your property. The building site is bordered on the north by existing residential development on the south by your existing residence and on the east by Kennydale Creek (see Figure 2). At the time of our field investigation the Lot 1 site was undeveloped. Topography within the proposed Lot 1 is essentially flat with a very gentle slope down towards the creek and down to the adjoining pond to the south (see Figure 2). Vegetation on the proposed building site included grass lawn, occasional shrubs and occasional fruiUornamental trees. The area east of the creek was vegetated with native plants and trees up to 18 inches in diameter. Subsurface Condidtions Our evaluation of the subsurface conditions was based on observations of soils exposed in the test pits plus review of published geologic mapping. Approximate locations of the test pits are shown on Figure 2. Logs of our test pits are presented in Project No. 13-111-01 Page 2 Roman ) April 5, 2013 Appendix A. Subsoils encountered in the test pits were generally found to be fill and natural glacial outwash sand soils. Fill soils were consistently encountered at all three test pit locations to a depth of about 2.5 feet and consisted of fine silty sand and sandy silt with gravel with asphalt and concrete debris and organics. The fill soils were typically loose to very loose. Natural soils observed underlying the fill deposit;3 included a dark brown organic topsoil layer typically 6 to 12 inches thick overlying fine sand/silty sand soils. The natural soils were generally loose to medium dense to the depths explored. Geologic mapping indicates that the loose/medium dense sand soils are underlain at depths of 20 feet or less by very dense glacial till soils. Ground Water Ground water seepage was observed in all of the test pits at depths ranging from about 5.5 feet in TP-1 at the west end of the building site to depths of about 4 feet in TP-2 and TP-3 at the east end of the building site. The natural soils were very moist to wet and were mottled with red-brown staining. The measured moisture contents of the fill soils ranged from about 16 to 24 percent and natural soil moisture content ranged from about 19 to 24 percent with the exception of the organic topsoil layer encountered in the TP-3 where a moisture content of 45+ pei;cent was measure due to the organic content. 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. 13-111-01 Page 3 Roman April 5, 2013 SITE EVALUATIONS Geology The referenced geologic map of Figure 1 indicates the site area is mapped as exposing recessional outwash sand deposits (Qys) but the site is near an exposure of glacial till (Qt) soils located only about 500 feet west of the site. The Qys outwash deposits are indicated to be typically loose, fine to medium sand soils that were deposited by melt water streams from the retreating glacial ice during the recession of the Vashon glaciation, the last glacial advance into the Puget Sound area, approximately 13,000 years ago. The Qys deposits are indicated to be typically no more than 20 feet thick and are underlain by very dense glacial till soils deposited at the base of the Vashon glacial ice. Based on the soils observed on the site and review of the referenced map, it is our opinion that the natural subsoils underlying tho site are most likely Qys recessional outwash sand deposits. The natural soils were loose to medium dense within the shallow depths explored but we expect that the outwash sands become more dense with depth and the underlying glacial till soils are expected to be very dense/hard. Our explorations indicate that the natural surface at the site is covered by about 2.5 feet of loose fill soils. Based on the results of our field investigations combined with our own experience and judgment, it is our opinion that the geotechnical site conditions can be mitigated to provide adequate support of the proposed residence provided our recommendations for mitigating the existing fill and loose natural soils 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 flat site gradients, it is our opinion that the potential for future instability on the site is low. Erosion: The Renton Sensitive Areas Maps indicate the site is not within a Erosion Hazard area. We observed that the site is currently well vegetated and we observed no indication of any concentrated water flow or current or past erosion on the site (other than the obvious creek channel that runs through the property). Based on our site observations and explorations it is our opinion that there is no unusual erosion risk in the areas outside of the stream buffer 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. Project No. 13-111-01 Page 4 Roman • April 5, 2013 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 and the site has subsurface conditions which indicate a potential for secondary seismic effects. About 17+ moderate to large earthquakes (MS to M7+) have occurred in the Puget Sound and northwestern Cascades region since 1872 (141 years) including the 2/28/01 M6.8 Nisqually earthquake and it is our opinion that the proposed structure will very likely experience significant ground shaking during its useful life. Based on a recently published study the site lies only about 1.5 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 11.5 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 exrerts feel that the recurrence interval between large events on the Seattle Fault may be on the order of several thousands of years but our calculations indicate it may be on the order of 1200 to 1400 years. The activity of the documented Tacoma fault is considered to be on the same order as the Seattle fault. The recurrence of a maximum credible event on the South Whidbey fault is not known but some experts have assigned a recurrence of about 3000 years, however smaller events will occur more frequently as evidenced by the 5.3 event on May 2, 1996 which was attributed to that fault. In addition to Puget Sound seismic sources, a great earthquake event (MB to M9+) has been postulated for the Cascadia Subduction Zone (CSZ) along the northwest Pacific coast of Oregon, Washington and Canada. The current risk of a future CSZ event is not known at this time. Published reports have indicated recurrence intervals for a CSZ event to range from as little as 100-200 years to as long as 1000+ years and the time of the last event is reported to have been about 313 years ago. The 2009 International Building Code (IBC) adopted by the City of Renton requires consideration of a spectral acceleration level with probability of exceedance of 2 percent in 50 years for seismic structural design. This corresponds to about a 2475- year recurrence interval earthquake ground motion. Based on the short period spectral response accelerations presented in Figure 1613.5(1) of the 2009 IBC, adjusted as per equations 16-36, 16-38 and factored as per section 1803.5.12(2), we estimate the IBC peak ground acceleration for soils and foundation design at this site to be about 0.39g. Please note that the 0.39g peak ground acceleration includes the additional reduction Project No. 13-111-01 Page 5 Roman April 5, 2013 factor of section 1803.5.12(2) and is not intended for structural analyses. Due to the liquefaction potential discussed below, this site is technically a Site Class F for structural design however with the site response analysis exception allowed for structures with fundamental vibration periods less than 0.5 seconds (we assume that the fundamental vibration period for the proposed residential structure will be less than 0.5 seconds) a Site Class D may be considered for structural design. Secondary seismic hazards due to earthquake ground shaking include liquefaction and associated lateral spreading and ground settlement. Liquefaction is a phenomenon in which typically loose to medium dense saturated sands temporarily lose strength during earthquake shaking due to settlemenUdensificatjon and lack of adequate drainage. We performed analyses of the liquefaction potential of the onsite soils considering the loose to medium dense nature of the natural soils and the shallow ground water table (as shallow as 4 feet). Results of our analyses indicate that partial to full liquefaction of the saturated sand soils will likely occur under the conservative 2475-year level of ground shaking required by the IBC. However, no liquefaction is expected under moderate shaking from a nearby small magnitude event or a distant large magnitude event, e.g., the 2/28/01 Nisqually earthquake. Potential effects related to site soil liquefaction include temporary loss of strength and the associated potential for foundation instability, lateral spreading and ground settlement. Lateral spreading is a phenomenon where lateral ground movement occurs on gently sloped to flat-lying liquefaction sites due to the temporary loss of strength of underlying liquefied soils. This typically occurs where liquefied soils underlie an area with a gentle surface slope or in liquefied areas adjacent to an un-supported face such as a river or stream channel. Considering the shallow depth of the adjacent creek channel, in our opinion the potential for movement toward the creek is low to moderate. Assuming the neighboring pond on your property is similarly shallow the potential for movement towards the pond would also be similar, but the potential would increase with increasing pond depth. Structure damage potential due to lateral spread effects could be reduced by designing a stiff foundation system to limit' potential structure distortions due to lateral soil movements. As indicated above, liquefaction occurs due to densification of saturated sand soils during seismic ground shaking. When densification occurs, the soils occupy less space and as the trapped water flows from the densified soil surface settlements occur. Based on our analyses, surface settlements on the order of about 1 to 3+ inches could occur under the conservative 0.39g level of ground shaking required by the IBC. However, settlements expected under moderate shaking from a nearby small magnitude event or a distant large magnitucie event, e.g., the 2/28/01 Nisqually earthquake would be on the order of only about Y. to Y, inch. The potential for structural damage due to seismically induced settlements could be mitigated by the use of pile foundations extending to the underlying glacial till soils or by designing a stiff foundation system to limit potential structure distortions due to soil settlements. Project No. 13-111-01 Page 6 Roman April 5, 2013 Structure Support Selection of a foundation system for support of the structure must consider the potential for site liquefaction and associated induced seismic settlements, possible lateral spread displacements and post-liquefaction foundation stability. Site liquefaction during a IBC design earthquake could result in an estimated 1 to 3+ inches of settlement and possible lateral spreading towards the creek and pond. Considering the above, in our opinion the best foundation system would incorporate a system of stiff grade beams with pile foundations to mitigate vertical settlements expected under static conditions as well as seismically induced vertical settlements from an IBC design earthquake and the potential distortions from possible seismically induced lateral displacements from an IBC design earthquake. It should be noted however that the use of pile foundations could result in differential settlement between the structure and the surrounding areas in the event of a IBC design earthquake, which is expected to induce general site area subsidence. Flexible utility connections should be used at the perimeter of a pile supported structure. Alternatively, stiff grade beams supported on wide, low bearing pressure spread footings or a continuous stiff mat foundation or supported on a zone of structural fill could be considered. Low bearing pressure foctings would essentially be conventional footings but would be wider than normal with bearing pressures of 1000 psf or less and the grade beams. above the footings would be designed for potential differential settlements resulting from induced seismic settlements. If low bearing pressure spread footings and grade beams are proposed, they should also incorporate cross-bracing to resist seismic lateral displacements and distortions. A mat foundation consists of a continuous rigid concrete mat extending under the entire building footprint. A mat foundation would also be designed to resist potential differential· settlements and distortions resulting from induced seismic settlements and lateral spread. Soil bearing pressure and settlements are generally minimized by a mat but localized settlements at column/wall locations will depend on the stiffness of the mat. Post-liquefaction foundation stability is another consideration for shallow (non-pile) foundations. Our analyses indicate that for adequate post-liquefaction foundation stability, the average footprint bearing pressure (total structure load divided by footprint area) should not exceed 200 psf. It should also be noted again that shallow foundations (mat or spread footings) will not prevent seismically induced subsidence or lateral movements of the site and the structure, however these types of foundations can be designed to maintain structural integrity and control structural distortions and damage potential of the structure resulting from seismic displacements. The structural engineer should size footings and/or mat foundations appropriately to control differential settlements within the structure. Recommendations for design of pile foundations as well as low bearing pressure grade beams and mat foundation are presented below under "RECOMMENDATIONS". Project No. 13-111-01 Page 7 Roman April 5, 2013 Storm Water Infiltration Feasibility Based upon the results of our site explorations, the site subsoils consist of about 2.5 feet of existing fill over loose to medium dense sand soils. Ground water was currently encountered at depths ranging from about.5.5 feet at the TP-1 to 4 feet at TP-2 and TP- 3 and mottling was observed as shallow as 3 feet. Considering the above, in our opinion the site is not suitable for onsite storm water infiltration per the "Minimum Design Requirements" criteria of KCSWDM App;. C, C.2.2.2 and C.2.3.2. However, we suggest that storm water may be dispersed via the use of a gravel filled trench per C.2.4.4 utilizing a vegetated flow path extending into the stream buffer east of the site as indicated on the plan of Figure 2. RECOMMENDATIONS The following subsections present our recommendations for alternative foundation systems design plus recommendations for site grading, support of pavements and slabs, plan review and observations and testing rluring construction. Driven Pipe Piles Properly constructed pipe piles are considered a feasible foundation system to transfer loads through the liquefiable soils to deep bearing soils. This type of support is typically constructed by driving 3-inch or 4-inch diameter steel pipe piles to refusal into the bearing soils below the unsuitable soils. No deep explorations were performed at this site and therefore we cannot predict the actual qepth that piles may penetrate, however geologic mapping indicates that bearing soils should be encountered at depths less than 20 feet below the surface. Based on our experience, piles typically penetrate about 5 to 10+ feet into the bearing soils before encountering refusal indicating potential pile lengths could be in the range of about 25 to 30+. feet. Pile installation should be accomplished with a tractor mounted hydraulic hammer system with a hammer weight in the range of about 650 to 850 pounds. 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 12 to 15 seconds per inch. Based on our experience, an allowable vertical downward capacity of about 1 O to 15 kips can generally be achieved for 3-inch diameter piles installed as recommended above (Factor of Safety = 2+) but actual allowable downward capacities should be confirmed based on a site specific load test of the proposed pile and installation criteria. No uplift capacity or lateral support should be assumed for driven pipe piles. Resistance to lateral loads can be provided by battered piles (compression only). We recommend that all pile load tests and installation be observed by our office to verify the allowable capacity and refusal criteria for the production piles. Project No. 13-111-01 Page 8 Roman • April 5, 2013 Load tests on representative piles should be performed prior to production pile installation to verify the appropriate allowable vertical capacity for the 3-inch pile size and refusal criteria. At least 3% of the piles (maximum 5 piles) should be load tested. Testing should be accomplished according to the ASTM quick test procedure described in the ASTM D 1143-81 test method for piles under static axial compressive load. Allowable capacity should be based on test pile settlement of 1/4 inch or less for the design load and a Factor of Safety of 2.0+ of ultimate capacity. Pile 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 and both pipe and couplers must be provided with a corrosion resistant coating (galvanized). The pipe pile supports should be capped with a stiff grade beam system to transfer structural loads to the piles. The pile/grade beam system should be designed by a qualified structural engineer. Flexible utility connections should be at the perimeter of a pile supported structure due to the potential for differential seismic settlements between the piles and surrounding areas. Low Bearing Pressure Grade Beams and Mat Foundation A properly designed mat foundation or a stiff grade beam system with low bearing pressures could be used to support the structure provided that bearing pressures are at 1000 psf or less. In addition, we recommend that the average footprint bearing pressure (total structure load divided by footprint area) should not exceed 200 psf for adequate post-liquefaction stability. All grade beam footings should be founded at least 18 inches below the lowest adjacent final grade and should be at least 18 inches wide. It should also be noted that a mat foundation or grade beam system cannot prevent seismically induced general site settlement or movements associated with partial or full liquefaction of subsoils beneath the site. The mat foundation or grade beam system should be designed by a qualified licensed structural engineer. Subgrade preparation for a mat or grade beam foundation should consist of excavation of existing fill and organic soils to expose the underlying natural sand soils and replacement of the excavated soil with properly compacted structural fill to the final subgrade elevation. The structural fill zone should be compacted to at least 95 percent of the maximum dry density as determined by the ASTM 01557 test method in accordance with the recommendations for structural fill placement. The zone of. compacted structural fill should extend vertically to the natural sand soils and should extend horizontally beyond the footing edge at least 5 feet or a distance equal to the structural fill thickness below the footing (whichever is greater). Project No. 13-111-01 Page 9 Roman April 5, 2013 Existing fill soils may be used for structural provided that they are cleaned of organic matter and soil moisture is at or near optimum for compaction. If existing fill soils are not suitable for structural fill, imported sand and gravel materials should be used and in wet conditions clean material with less than 5 percent fines should be used. Greater excavation and replacement will improve general foundation performance and reduce potential differential settlements. The structural fill should be placed and compacted in accordance with the recommendations presented below under "Site Grading". · Static Foundation Settlements Static settlements of mat and spread footing foundations should be controlled by reducing bearing pressures. Total static settlements may be estimated based on the static subgrade modulus defined below. Settlements are expected to occur primarily during construction as the loads are applied but some ongoing settlement is expected to occur due to the organic/peat soils. Static settlements of grade beam footings or a rigid mat foundation supported on a properly compacted structural fill zone may be estimated based on a static Coefficient of Vertical Static Subgrade Reaction Ks as defined below: Where: Ks= 40,000 x (B + 1)2 4 (8)2 Ks = pounds per cubic foot B = footing, beam or mat width, feet (minimum 1.5 feet) Vertical settlement of the foundation subgrade may be estimated by: Where: Dv=_Q Ks Dv = vertical static displacement, feet Q = bearing pressure, psf Static differential settlements across the structure should be assumed to be at least half of the indicated maximum total static settlement. Greater subgrade excavation and replacement with compacted structural fill prior to foundation construction will generally improve foundation performance and reduce, potential static total and differential settlements. Project No. 13-111-01 Page 10 Roman April 5, 2013 Design Seismic Displacements We recommend that seismic differential displacements across the structure also be considered in design. We recommend that differential vertical seismic settlements across the structure of at least 1.5 inches and differential lateral displacements of at least 6 inches be considered for a design based on the IBC seismic criteria. Lateral Design For lateral design, resistance to lateral loads can be assumed to be provided by battered piles or by friction acting at the base of shallow foundations and by passive earth pressure. A coefficient of friction of 0.35 may be assumed with shallow foundation dead load forces in contact with structural fill. 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 soils and an allowable static passive earth pressure of 250 psf per foot of depth may be used for the sides of foundations backfilled with properly compacted structural fill. Allowable lateral passive pressures may be increased by 33% for wind and seismic forces. · Site Grading Site grading is expected to consist primarily of subgrade preparation for construction of foundations, slabs and pavements. Recommendations for site preparation, temporary excavations, structural fill and subgrade preparation are presented below. Site Preparation: Existing fill soils and organic soils should be stripped from foundation and subgrade support areas. Debris and trash, plus rocks and rubble over 6 inches in size, should be removed. Subsoil conditions on the site may vary from those encountered in the test pits. Therefore, the soils engineer should observe the prepared areas prior to placement of any new fills. Temporary Excavations: Sloped temporary construction excavations may be used where planned excavation limits will not undermine the adjacent existing structures or interfere with other construction. Based on the conditions observed at the site it is our opinion that temporary excavations which will require workers to enter them can be made vertically to 4 feet but that deeper excavations above the water table should be sloped no steeper than 1: 1 (horizontal:vertical). Excavations extending to below the water table will require flatter slopes, de-watering and possibly shoring. Where there is not enough room for sloped excavations, shoring should be provided. It should be noted that the contractor is responsible for maintaining safe construction excavations. Structural Fill: On site sandy fill soils may be used for general structural fill (subject to final approval during construction) provided that the soil moisture content is suitable for compaction and they are cleaned of debris and organics. All imported fill should be Project No. 13-111-01 Page 11 Roman April 5, 2013 clean, well-graded sand and gravel materials free of organic debris and other deleterious material with less than 10 percent fines. Structural fill should be placed in horizontal lifts not exceeding 8 inches in loose depth and compacted to the required density. General structural fill should be compacted to at least 90 percent of the maximum dry density by the ASTM D1557 test method. Foundation Subgrade Preparation: Subgrade preparation for a mat or grade beam foundation should consist of excavation of existing fill and organic soils to expose the underlying natural sand soils and replacement of the excavated soil with properly compacted structural fill to the final subgrade elevation. The structural fill zone should be compacted to at least 95 percent of the maximum dry density as determined by the ASTM D1557 test method in accordance with the recommendations for structural fill placement. The zone of compacted structural fill should extend vertically to the natural sand soils and should extend horizontally beyond the footing edge at least 5 feet or a distance equal to the structural fill thickness below the footing (whichever is greater). Pavement and Slab Subgrade Preparation: Concrete slabs-on-grade should be supported on a subgrade consisting of at least 12 inches of general structural fill. Asphalt pavement sections (AC and base course) should be supported on a subgrade consisting of at least 6 inches of crushed gravel over 24 inches of general structural fill In driveway areas a minimum 8-inch depth of crtished gravel should be provided above the general structural fill. All topsoil and organic soils in the subgrade areas should be excavated and replaced with compacted structural fill. The imported crushed gravel fill should be compacted to at least 95 percent of the maximum dry density as determined by the ASTM D1557 test method. Risk of slab cracking can be reduced by placing 2-way reinforcement steel, and greater excavation and replacement of the existing soils with new structural fill. Interior concrete slabs should be underlain by a polyethylene vapor barrier of at least 6 mil thickness. Drainage Control Adequate positive drainage should be provided away from the structure and on the site in general to prevent water from ponding and to reduce percolation of water into subsoils. Granular backfill in non-structural areas should be capped with 6 inches of onsite silt 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 located at least 10 feet down slope from the structure (no splash blocks). A perimeter drain should consist of a four-inch diameter perforated PVC drain pipe placed in at least one cubic foot of a well graded sand and gravel filter material per lineal foot along the perimeter of the mat foundation. If a mat foundation is used, a perimeter foundation drain is considered optional. Project No. 13-111-01 Page 12 Roman April 5, 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 . Observations and Testing During Construction Foundation recommendations given in this report are based on the assumption that foundation construction will be observed by our office to see that foundations are supported on satisfactory soils. Installation of all pile foundations should be observed by our office to verify load testing and refusal criteria. All structural fill and subgrade areas should be observed by a representative of this office after stripping and prior to placing fill. Proper fill placement and compaction should be verified with field and laboratory density testing by a qualified testing laboratory. Project No. 13-111-01 Page 13 Roman April 5, 2013 CLOSURE This report was prepared for specific application to the subject site and for the exclusive use of Mr. Dumitru Roman and his 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, Encl: Figures 1 and 2 Appendix A Dist: 2/Addressee '· Project No. 13-111-01 Page 14 GEOSPECYRUM CONSULYAl\l1'S, INC .. ::·:-wr:·.:.~·::_·_-_·_:/.:::S:.55.atfstfil~«t¢~:. Gootochnlcal_ En(illneorlng and Earth Sclancoa SITE VICINITY GEOLOGIC MAP Proposed Residence ·2120 Jones Avenue NE Renton, Washington Proj. No.13-111 Date 4/13 Figure 1 (/) (/) ; I • I o¢ , I .-0: ! i If) ' , V> I IN I (/) II) ...,, ' (I) ~ co U) «> z II) i ,ZO'OL ~) / ( a: 15-.,, t "' ... ~ fiE TP-1 .ZO'OL .. "' ! ;ID. I:""-· GEOSPECTRUM CONSULTANTS, INC .. :;:g;?WI@:~:::F%¥iJWH@\Jf;?t&~I.·.:·: Geotachnlcat Englneorlnr;, and Ec:,rth Sc/enCGII SITE EXPLORATION PLAN Proposed Residence 2120 Jones Avenue NE Renton, Washington Proj. No.13-111 Date 4/13 Figure 2 • I t " Roman April 5, 2013 APPENDIX A FIELD EXPLORATION Our field exploration included a site reconnaissance and subsurface exploration program. During the site reconnaissance, the surface site conditions were noted, and the locations of the test pits were approximately determined. The explorations were approximately located using the existing structure as a guide. Elevations at the boring locations were estimated based on the topographic information of Figure 2. The test pits were advanced using track excavator. Soils were continuously logged and classified in the field by visual examination, in accordance with the ASTM Soil Classification system. Penetration tests were performed in the test pits using a 1/2-inch diameter penetrometer and a 27.5-pound driving hammer falling 24 inches. Recorded blows for 12-inches of penetration are shown on the hand auger boring summary sheets. Logs of the test pits are presented on the summary sheets A-1 and A-2. The 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. 13-111-01 PageA-1 • • • -. TEST PIT NO. 1 ' Logged by JAD Date: 3/29/13 Elevation: 251' Depth Biows Class. Soil Description Consistency Moisture Color W(%) Comments 0 OL Sod -loose moist brown FILL 1 -SM Silty Sand, fine to -w/asphalt ~ concret~ :i;edium ~ occ woo & organics ense 16.0 2- - 3~ OL Oraanic Siltv Sand ltonsoil\ ·······-··········· dark-brn g~' Silty Sand/Sand, fine moist !/~Jil:---19.4 to I ~:t 4-················ rown -medium ve~ 11 ense most 5-··········· ····-·· Pe~Ybt~ wet 24.4 s-Maximum depth 5.5 feet. -Seepage at 5.5 feet. 7- - . TEST PIT NO. 2 Logged by JAD Date: 3/29/13 Elevation: 250' Depth Blows Class. Soil Description Consistency Moisture Color W(%) Comments 0 OL Sod loose moist brown FILL - 1 -SM Silty San~h fine " 1 to w1 grave medium -& some organics 24.0 2-<:'ense - 3-OL Oraanic Siltv Sand fine ttonsoill ·········· dark brn ........ -§~/ Silty Sand/Sand, fine ve~ i~gr;-most 22.0 4-............. ..... re -rown -ve~ most 5-to wet 6 - 6 -Maximum depth 6.0 ft. 7-Seepage at 4 ft. - GEOSPECTRUM CONSULTANTS, INC. Proposed Residence 1 ··,:•·,A"'' \:f• .. ~::..I . .. I ... ·";, "' ::"..,:>:/·:-?·,-~ -:,, .~1:1.· ~,...., ~,,.,, ... ,,, . .,,, ' 2120 Jones Avenue NE Geotechnica/ Engineering and Earth Sciences Renton, Washington Proj. No.13-111 I Date 4/13 I Figure A-1 ... ' . . TEST PIT NO. 3 Logged by JAD Date: 3/29/13 Elevation 250' Depth Blows Class. Soil Description Consistency Moisture Color W(%) Comments 0 /"\I -.. loose moist >--'· L--FILL -- 1 -~I Silty fine f and/Sandri Siltf/QfHY.lll bdgwn con1ae e rag. o -WOO ark decayed roots brown 20.0 2- -ij[' Organic ::>IJ~(t~~oil) .................. iark 3-w1tros ve~ rgra~k 45.1 rroo st -wet 4-~I Silty fine Sand/Sandy Silt mottl&d ················ 1~gtcr--wet re -29.4 5-················· rown -medium 12 ense a- - 7-Maximum depth 6.5 feet. -Seecaae at 4 ft. - GEOSPECTRUIVI CONSULTANTS, INC. Proposed Residence I'" ' ··u""' "t ' l · ~ 2120 Jones Avenue NE : '/•: \,<§= . ::c:, . :."•··· ·.:!: ..!:!1- Geotechnicaf Engineering and Earth Sciences Renton, Washington Proj. No. 13-111 I Date 4/13 I Figure A-2 , 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 duly sworn on oath, deposes and says: v,tYof Ffe Planning o· n_ton IVJS1on JUN 1 9 ZOl.i being first 1. On the I L.-/ 7"' day of ::S 111() ~ , 20..l3..._, I installed ___ public information sign(s) and plastic flyer box on the property located at 7J 2-0 Ton ..:':<' Av?; for the following project: f?.av,,,,a.., sWPlaf: Project name . Ji> v ,vi '1j'l'"J @,'.il kl-1 C<-:n. Owner Name 2. I have attached a copy of the neighborhood detail map marked with an "X" to indicate the location of the installed sign. 3. This/these public information sign(s) was/were constructed and installed in locations in conformance with the requirements of Chapter 7 Title 4 of Renton Municipal Code and the City's "Public Information Signs Install out package. SUBSCRIBED AND SWORN to before me this -1!:/!rJ.ay of J"uvz -( , 20-13.__. BONNIE M. BABCOCK Notary Public OTARY PUl;lli.lC in a;i_!_fm the.State of Washington, State of Washington siding at /Z.e-n ~ WA . My Commission Expires / '7 September 22, 2013 y commission expires on 9-l.2_->. l'==~.;;;,,;;;;;.;,;...,.JJ 1-1:\CED\Data\Forms-Templates\Sclf-Help llandouts\Planning\pubsign.doc -3-03/12 RECEIPT EG00009728 BILLING CONTACT Dumitru & Adriana Roman 2120 JONES AVE N RENTON, WA 98056 REFERENC E NUMBER FEE NAME LUA 13-000795 PLAN -Environmental Review PLAN -Short Plat Fee Technology Fee Printed On: 6119/2013 Prepared By: Gerald Wasser TRANSACTION TYPE Fee Payment Fee Payment Fee Payment Transaction Date: June 19, 2013 c· ,tYot Rento Planning o· . . n 1v1s1on JUN 1 9 Z013 PAYMENT METHOD ~heck #9079 !Check #9079 !Check #9079 SUB TOTAL TOTAL AMOUNT PAID $1,000.00 $1,400.00 $72.00 $2,472.00 $2,472.00 Page 1 of 1 iGl :d .. ,i " &i .. "' w I ~ -: ' I i l i l 1 l ! ' z RECORDING NO. VOL/PAGE: $CAL£; I IMCU ~ oo n. ~~·:m." o~ ·~~ ~7 CITY OF RENTON SHORT PLAT LUA-13-000795 SHPL-A LND 20-0560 .. "' 0 PORTION OF S. V. 1/,4, lf.E. 1/4 SEC. 5, TIDf. 23 N., RGE 5 It., 1Ul I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I W~T ~ L•1U1 CV.SS 3 STRE...,,. a-22"5:tlZ" 1$' U1UtLTIES ! arr er FIEN11>1 ci it-l7"° KEN~l'DAU: =· L1 IUO' SW2$10"E ,,1}~~ JISIJT _ _ _ I I _,. 11 I 115. • I \ --\ a ,, -------I ---1---' -"?---/t ,-/ --------~ 'Ii I I • ri ~' ~ ---.... J -----,-,-' .-~ wn----a-:::...s~i,::::: ' ----~I:,r:s~r T ~=~ I i · ij J ' Al'l.e.110600il8 1~· 1 "-E"5EMENT ~ I ~. ~ (11 ----"''<.. 1 I ,I M.,,,,_, I ~ -+--/ ' ~ / ' 11i -i ?" LO . I ~ 1, '')1' ~"'· ,o . N.. )( ,J.~ee /---11 i \ ·1:J ; ,· :r2.1 II ', 8805099006 \\ \, 15'UTIUTIES !i. Z . ¥i ;;;1 '-. CATtGO!IT 3 \ \3', """\ / , EASDIENT W !I 1' \ + -'-~ ~' \ AF~l&OB -> • . . \! f, -----------------, -/?, 7' ti 1 ~ ... ,,~ ,< "'' 1 / ...-----'< -' \ l!fl ]' ' -,, -l", \ ·--'\ ", '\ '/ I I \ 1"z 2J•o. 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'0 F(ll.ll;() 2" BRI\SS DISC IN CONCRm (-.,SllEQ 05/2010) ROMAN SHORT PLAT (;!:, . \\! ilSNllwoipct~5<ot<.IOr,...!."':""""""""'°-'~ 8 . Wl\91W] • "-·14ll'! i,2-02,0 •"-'-(42!) l9HOI! ~ l, I D'Mt. IY DAT[ JDS NO. 11612 ~ ~~~ G JEF" 05/29/14 DWGI NO. 7& ~ OikD. IY SC4l£ SHI FEN~~- "' n.:;.H I 1",.20' J 2 CJF 2 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. 98,936 square feet 2. Deductions: Certain areas are excluded from density calculations. These include: Public streets•• Private access easements·· Critical Areas• Total excluded area: 3. Subtract line 2 from line 1 for net area: 4. Divide line 3 by 43,560 for net acreage: 5. Number of dwelling units or lots planned: 6. Divide line 5 by line 4 for net density: o square feet o square feet 28,592 square feet 2. --=-2-=-8-'-, =-5=-92=---square feet 3. __ 1_0_, _3_44 __ square feet 4. __ 1_._6 _1 __ acres 5. ___ 2 ___ units/lots 6. 1. 24 = 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. RECEIVED SEP 2 5 20',4 R:\PW\DEVSERV\Fonns\Planning\density.doc """'T•,dat'_!!}l lf.O§i?<lli,iO N \,,I PLANNING DIVISION I P!!::;;G National Title, Insurance Company ~ , Willi"°" fi=ei,I Gro"p-.... y Dumitru Roman 2120 Jones Ave NE Renton, WA 98056 REFERENCE NO: /Dumitru Roman and Adriana Roman Order No.: 00604059 Liability: Charge: Tax: Total: SUBDIVISION GUARANTEE $1,000.00 $ 250.00 $ 23.75 $ 273. 75 Subject to the Exclusions from Coverage, the limits of liability and other provisions of the Conditions and Stipulations hereto annexed and made a part of this Guarantee, and subject to the further exclusion and limitation that no guarantee is given nor liability assumed with respect to the identity of any party named or referred to in Schedule A or with respect to the validity, legal effect or priority of any matter shown therein. WFG National Title Insurance Company a corporation herein called the Company, GUARANTEES the Assured named in Schedule A against actual monetary loss or damage not exceeding the liability amount stated herein which the Assured shall sustain by reason of any incorrectness in the assurances set forth in Schedule A. Dated: September 12, 2014 WFG National Title Company of Washington, LLC, as agent for WFG National Title Insurance Company By•--,~µ_-J.7.!!!t!•"'u~2ho~ri,'--ed'c-S=1£Pn~t'u:d!1-0=):_ __ ~ Lynn M. Riedel Subdivision Guarantee WFGGNTSD Wf'G NA TIOHAL ~ INstJRANCS COMPANY - AITES< Jt J J;,.jJ, -Authorized Signature Order No.: 00604059 1. Name of Assured: Dumitru Roman 2. Date of Guarantee: September 12, 2014 3. The assurances referred to on the face page hereof are: a. That according to those public records which, under the recording laws, impart constructive notice of matters affecting title to the following described land: See Exhibit A attached hereto. b. Title to the estate or interest in the land is vested in: Dumitru Roman and Adriana Roman, husband and wife c. The estate or interest in the land which is covered by this Guarantee is: A fee simple estate Subject to the Exceptions shown below, which are not necessarily shown in order of their priority. EXCEPTIONS: 1. GENERAL PROPERTY TAXES AND SERVICE CHARGES, AS FOLLOWS, TOGETHER WITH INTEREST, PENALTY AND STATUTORY FORECLOSURE COSTS, IF ANY, AFTER DELINQUENCY: (1ST HALF DELINQUENT ON MAY l; 2ND HALF DELINQUENT ON NOVEMBER 1) TAX ACCOUNT NO.: YEAR 2013 3343903203 BILLED PAID $5,044.69 $2,522.35 TOTAL AMOUNT DUE, NOT INCLUDING INTEREST AND PENAL TY: $2,522.34. LEVY CODE: ASSESSED VALUE LAND: ASSESSED VALUE IMPROVEMENTS: 2100 $190,000.00 $164,000.00 BALANCE $2,522.34 2. NOTICE OF TAP OR CONNECTION CHARGES WHICH HAVE BEEN OR WILL BE DUE IN CONNECTION WITH DEVELOPMENT OR RE-DEVELOPMENT OF THE LAND AS DISCLOSED BY RECORDED INSTRUMENT. INQUIRIES REGARDING THE SPECIFIC AMOUNT OF THE CHARGES SHOULD BE MADE TO THE CITY/COUNTY/AGENCY. CITY /COUNTY /AGENCY: RECORDED: RECORDING NO.: CITY OF RENTON SEPTEMBER 2, 1992 9209021077 3. EASEMENT AND THE TERMS AND CONDITIONS THEREOF: PURPOSE: AREA AFFECTED: RECORDING NO.: Subdivision Guarantee WFGGNTSD DRAINAGE DITCH A PORTION OF SAID PREMISES 4884438 Page 2 of 7 4. EASEMENT AND THE TERMS AND CONDITIONS THEREOF: PURPOSE: AREA AFFECTED: RECORDING NO.: DRAINAGE DITCH A PORTION OF SAID PREMISES 4884439 5. EASEMENT AND THE TERMS AND CONDITIONS THEREOF: GRANTEE: PURPOSE: AREA AFFECTED: RECORDED: RECORDING NO.: CITY OF RENTON PUBLIC UTILITIES A PORTION OF SAID PREMISES JUNE 29, 1981 8106290604 Order No.: «Ord_Id» 6. DECLARATION OF CONDITIONS, COVENANTS AND RESTRICTIONS REGARDING FORMATION OF A UTILITY LOCAL IMPROVEMENT DISTRICT IMPOSED BY INSTRUMENT RECORDED ON MAY 9, 1988, UNDER RECORDING NO. 8805090391. 7. ALL COVENANTS, CONDITIONS, RESTRICTIONS, BUT OMITTING ANY COVENANTS OR RESTRICTIONS, IF ANY, BASED UPON RACE, COLOR, RELIGION, SEX, SEXUAL ORIENTATION, FAMILIAL STATUS, MARITAL STATUS, DISABILITY, HANDICAP, NATIONAL ORIGIN, ANCESTRY, OR SOURCE OF INCOME, AS SET FORTH IN APPLICABLE STATE OR FEDERAL LAWS, EXCEPT TO THE EXTENT THAT SAID COVENANT OR RESTRICTION IS PERMITTED BY APPLICABLE LAW, RESERVATIONS, EASEMENTS OR OTHER SERVITUDES, IF ANY, DISCLOSED BY THE SHORT PLAT RECORDED UNDER RECORDING NO. 8805099006. THIS POLICY DOES NOT INSURE THAT THE LAND DESCRIBED IN SCHEDULE A IS BENEFITED BY EASEMENTS, COVENANTS OR OTHER APPURTENANCES SHOWN ON THE PLAT OR SURVEY TO BENEFIT OR BURDEN REAL PROPERTY OUTSIDE THE BOUNDARIES OF SAID LAND. AND AMENDMENTS THERETO: RECORDED: RECORDING NO.: APRIL 17, 1996 9604170909 8. ALL COVENANTS, CONDITIONS, RESTRICTIONS, BUT OMITTING ANY COVENANTS OR RESTRICTIONS, IF ANY, BASED UPON RACE, COLOR, RELIGJDN, SEX, SEXUAL ORIENTATION, FAMILIAL STATUS, MARITAL STATUS, DISABILITY, HANDICAP, NATIONAL ORIGIN, ANCESTRY, OR SOURCE OF INCOME, AS SET FORTH IN APPLICABLE STATE OR FEDERAL LAWS, EXCEPT TO THE EXTENT THAT SAID COVENANT OR RESTRICTION IS PERMITTED BY APPLICABLE LAW, RESERVATIONS, EASEMENTS OR OTHER SERVITUDES, IF ANY, DISCLOSED BY THE BOUNDARY LINE ADJUSTMENT RECORDED UNDER RECORDING NO. 9511299005. THIS POLICY DOES NOT INSURE THAT THE LAND DESCRIBED IN SCHEDULE A IS BENEFITED BY EASEMENTS, COVENANTS OR OTHER APPURTENANCES SHOWN ON THE PLAT OR SURVEY TO BENEFIT OR BURDEN REAL PROPERTY OUTSIDE THE BOUNDARIES OF SAID LAND. 9. EASEMENT AND THE TERMS AND CONDITIONS THEREOF: GRANTEE: PURPOSE: AREA AFFECTED: RECORDED: RECORDING NO.: Subdivision Guarantee GNT004 CITY OF RENTON PUBLIC UTILITIES A PORTION OF SAID PREMISES NOVEMBER 6, 1995 9511060098 Page 3 of 7 Order No.: •Ord_Id» 10. DEED OF TRUST AND THE TERMS AND CONDITIONS THEREOF: GRANTOR: TRUSTEE: DUMITRU ROMAN AND ADRIANA ROMAN, HUSBAND AND WIFE WFG NATIONAL TITLE COMPANY BENEFICIARY: UMPQUA BANK ORIGINAL AMOUNT: $65,000.00 DATED: JANUARY 24, 2014 RECORDED: JANUARY 27, 2014 RECORDING NO.: 20140127000978 11. SUBORDINATION AGREEMENT WHICH DECLARES THAT THE INSTRUMENT RECORDED UNDER RECORDING NO. 20140127000978 IS SUBORDINATE TO THE INSTRUMENT RECORDED UNDER RECORDING NO. 20140630000247. SUBORDINATOR: LENDER: RECORDED: RECORDING NO.: UMPQUA BANK UMPQUA BANK JUNE 30, 2014 20140630000248 THE COMPANY HAS MADE NO DETERMINATION OF AND DOES NOT COMMIT TO OR INSURE THE EFFECTIVENESS OF THIS SUBORDINATION AGREEMENT. 12. DEED OF TRUST AND THE TERMS AND CONDITIONS THEREOF: GRANTOR: TRUSTEE: BENEFICIARY: ORIGINAL AMOUNT: DATED: RECORDED: RECORDING NO.: DUMITRU ROMAN AND ADRIANA ROMAN, HUSBAND AND WIFE WFG NATIONAL TITLE COMPANY UMPQUA BANK $344,000.00 JUNE 22, 2014 JUNE 30, 2014 20140630000247 NOTE 1: BASED ON INFORMATION PROVIDED TO THE COMPANY, ON THE DATE OF THIS COMMITMENT IT APPEARS THAT THERE IS LOCATED ON THE LAND: SINGLE FAMILY RESIDENCE KNOWN AS: 2120 JONES AVE NE RENTON, WA 98056 NOTE 2: THE FOLLOWING MAY BE USED AS AN ABBREVIATED LEGAL DESCRIPTION ON THE DOCUMENTS TO BE RECORDED, PER AMENDED RCW 65.04. SAID ABBREVIATED LEGAL DESCRIPTION IS NOT A SUBSTITUTE FOR A COMPLETE LEGAL DESCRIPTION WITHIN THE BODY OF THE DOCUMENT. PORTION OF LOT 2 OF SHORT PLAT NO. SHPL-060-87 AS RECORDED UNDER RECORDING NO. 8805099006 NOTE 3: WHEN SENDING DOCUMENTS FOR RECORDING, VIA U.S. MAIL OR SPECIAL COURIER SERVICE, PLEASE SEND TO THE FOLLOWING ADDRESS, UNLESS SPECIFIC ARRANGEMENTS HAVE BEEN MADE WITH YOUR TITLE UNIT: Subdivision Guarantee GNT004 Page 4 of 7 ED2 Enclosures: Sketch WFG NATIONAL TITLE COMPANY 155 NE 100TH STREET SUITE 200 SEATTLE, WA 98125 ATTN: RECORDING DEPT. Vesting Deed Paragraphs all Subdivision Guarantee GNT004 Order No.: «Ord_Id» Page 5 of 7 Order No.: 00604059 EXHIBIT "A" THAT PORTION OF LOT 2 OF SHORT PLAT NO. SHPL-060-87 AS RECORDED UNDER RECORDING NO. 8805099006, RECORDS OF KING COUNTY AUDITOR, LYING NORTHERLY OF THE FOLLOWING DESCRIBED LINE: BEGINNING AT THE NORTHEAST CORNER OF LOT 4 OF SAID SHORT PLAT; THENCE NORTH 89029'00" EAST ON THE EASTERLY PROJECTION OF THE NORTH LINE OF SAID LOT 4, A DISTANCE OF 226.50 FEET TO A POINT ON THE EASTERLY BOUNDARY OF SAID LOT 2, SAID POINT BEING SOUTH 00035'32" EAST A DISTANCE OF 326.88 FEET FROM THE MOST NORTHEASTERLY CORNER OF SAID LOT 2, AND THE TERMINUS OF THE HEREIN DESCRIBED LINE; (ALSO KNOWN AS LOT A, KING COUNTY BOUNDARY LINE ADJUSTMENT 95-093, KING COUNTY RECORDING NUMBER 9511299005); SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON. 1. 2. 1. 2. ,. •. SCHEDULE OF EXCLUSIONS FROM COVERAGE OF THIS GUARANTEE Except to the extent that 1peciflc assurances are provided In Schedule A of this Guarantee, the Company assumes no llability for loss or damage by reason of the following: (a) Defects, liens, encumbrances, adverse daims or other matters against the bUe, whether or not shown by the public records. (b) (1) Taxes or assessments of any taxing authority that levies taxes or assessments on real property; or, (2) Proceedings by a public agency which may result in taxes or assessments, or notices of such proceedings, whether or not the matters eKcluded under (1) or (2) are shown by the records of the taxing authority or by the public records. , (c) (1) Unpatented miniog daims; (2) reS8fVatior,s or 8)(C8ptions m ?atents or in Acts authonzing the issuance thereof; (J) water nghts, daims or ~Ue to water, wtlether or not the matters excluded under (1), (2) or (3) are shown by the public records. Notwithstanding any speclnc assurances which are provided In Schedule A of this Guarantee, tho Company a111ume1 no llability for loss or damage by r11ason of tho following; (a) Defects, liens, encumbrances, adverse daims or other matters affecUng the title to any property beyond the lines of the land expressly described in the descliption set forth in Schedule (A), (Cl or in Part 2 of this Guarantee, or Utle to streets, roads, avenues, lanes, ways or waterways to which such land abuts, or the nght to maintain therein vaults, tunnels, ramps or any structure or improvements, or any rights or easements therein. unless such property, rights or easements are expressly and specifically set klrth in said description, (b) Defects, liens, encumbrances, adverse claims or other matters, whether or not shown by the public records; (1) which are created, suffered, assumed or agreed to by one or more of the Assureds; (2) which result in no toss to the Assured; or (3) which do not result in the invalidity or potential invalidity of any Judicial or non- judicial proceeding which is within the scope and purpose of the assurances provided. (c) The idenllty of any party shown or referred to 1n Schedule A. (d) The validity, legal effect or priority of any matter shown or referred to in this Guarantee. GUARANTEE CONDITIONS AND STIPULATIONS Definition of Terms. The following terms when used in the Guarantee mean: (a) the "Assured": the party or parties named as the Assured in this Guarantee, or on a supplemental wnbng executed by the Company. (b) "land": the land described or referred to in Schedule (A}, (CJ or in Part 2, and improvements affixed thereto which by law constitute real property. The term "land" does not indude any property beyond the lines of the area described or referred to in Schedule (A), (C) or in Part 2. nor any right, title, interest, estate Of easement in abutting streets, roads. avenues, alleys, lanes, ways or waterways. (c) "mortgage": mortgage, deed of trust, trust deed. or other security instrumenl (d) •public records': records established und8f state statutes at Date of Guarantee for the pul1)ose of imparting consll'lJctive notice of matters relattng to real property to purchasers for value and without lmowledge. (e) 'date": the effecUva date. Notice of Claim to be Ginn by Assured Claimant An Assured shall notify the Company promptly in wnting in case knowledge shall come to an Assured hereund8f of any daim or tiUe or interest which is adverse to the title to the estate or interest, as stated herein, and which might cause loss or damage for v.1'11ch lhe Company may be liable by virtue of !his Guarantee. If prompt notice shall not be given to the Company, than all liability of the Company shall terminate with regard to the matter or matters for which prompt notice is required; provided, however, that failure lo notify the Company shall in no case prejudice the rights of any Assured under !his Guarantee unless the Company shall be prejudiced by the failure and than only to the extent of the prejudice. No Duty to Defend or Prosecute. The Company shal! have no duty to defend or prosecute any action or proceeding to which the Assured is a party. notwithstanding the nature of any allegation in such acnon or proceeding. Company's Option to Defend or Prosecute Actions; Duty of Assured Claimant to Coopenrte. Even though the Company has no duty to defend or pros8C\Jte as set forth in Paragraph 3 above: (a) (c) (d) The Company shall have !he right, at its sole opbon and cost, to institute and prosecute any action or procee<iing, interpose a defense. as lirrited in (bl, or to do any other act wt,ich in its opinion may be necessary or desirable to establish Iha UUe to the estate (I( interest as stated herein, or to establish the lien rights of the Assured, or to prevent or reduce loss or damage to the Assured. The Company may take any appropriate action under the terms of !his Guarantee, whether or not it shall be liable hereunder, and shall not thereby concede liability or waive any provision of this Guarantee. Ir the Company shall exercise its rights under this paragraph. it shall do so diligently. If the Company elects to ex8fcise its options as stated in Paragraph 4(a) ttKt Company shall have the right to select counsel of its choice (subject to the right of such Assured to object for reasonable cause) to represent the Assured and shall not be liable for and will not pay the fees of any other counsel, nor will the Company pay any rees, costs or expenses incurred by an Assured in the defense of those causes of action which allege matters not covered by this Guarantee. Whenever the Company shall have brought an action or intel1)osed a defense as permitted by the provisions of this Guarantee, the Company may pursue any libgation to llnal determination by a court or competent jurisdiction and expressly resel'\'es the right, in its sole discretion, to appeal from an adverse judgment or order. in all cases where this Guarantee pem,its the Company to prosecute or provide for the defense of any action or proceeding, an Assured shall secure to the Compar,y the right to so prosecute or provide for the defense of any action or proceeding, and all appeals therein, and permit the Company to use, at its option, the name of such Assured for this purpose. WheneV8f requested by Iha Company, an Assured, at lhe Company's expense, shall give the Company all reasonable aid in any action or proceeding, securing evidence, obtaining witnesses, prosecuting or defending the Subdivision Guarantee WFGGNTSD 5. ,. T. ,. Order No.: 00604059 action or lawful act wt,1ch in !he opinion of the Company may be necessary or desirable to establish the title to the estate or interest es stated herein, or to establish !he lien rights of lhe Assured. If the COIT'4)any is prejudiced by the failure of the Assured to furnish the required cooperation, the Company's obligations to the Assured under the Guarantee shail terminate. Proof of Loss or Damage. In addition to and after the notices required under Section 2 of these Condibons and Stipulations have been provided to the Company, a proof of loss or damage signed and sworn to by the Assured shall be furnished to the Company within ninety (90) days after the Assured shall ascertain the facts giving rise to the loss or damage. The proof of loss or damage shall describe !he matters covered by this Guarantee which constitute the basis of loss or damage and sh al! state, to the extent possible, the basis of calculating the amount of the loss or damage. If the Company is prejudiced by the failure of the Assured to provide the required proof of loss or damage, the Company's obligation to such assured under the Guarantee shall tennnate. In addition, !he Assured may reasonably be required to submit to examination under oath by any authorized representative of the Company and shall produce for examination, inspection and copying, at such reasonable times and places as may be designated by any authorized representative of the Company, all records, books, ledge,s. checks. correspondence and memoranda, whether bearing a date before or after Data of Guarantee, wtiich reasonably pertain to the loss or damage. Further, if requested by any authorized representative of the Company, the Assured shall grant its permssion, in wnbng, for any authorized representative of the Corrpany to examine, inspect and copy all records, books, ledgers, checks, correspondence and memoranda in the custody or control of a third party, which reasonably pertain to the loss or damage. AH information designated as confidential by the Assured provided to the Company pursuant to this Section shall not be disclosed to others unless, in the reasonable judgment of the Company, it is nacessary in the administration of the daim. Failure of the Assured to submit for examination under oath, produce other reasonably requested information or grant permission to secure reasonably necessary information from third parlles as required in the above paragraph, unless prohibited by law or governmental regulation, shall terminate any liability of the Company under this Guarantee to the Assured ror that claim. Options to Pay or Otherwise Settle Claims: Termination of Uablllty. In case of a daim under this Guarantee. the Company shall have the following additional options: (a) To Pay or Tender Payment of the Amount of Liability or to Purchase the Indebtedness. The Company shall have the option to pay or settle or comprorrise for or in the name of the Assured any claim which could result in loss to the Assured within the coverage of this Guarantee, or to pay the full amount of this Guarantee or, if this Guarantee is issued for the benefit of a holder of a mortgage or a !ienholder. the Company shall have the option to purchase the indebtedness secured by said mortgage or said lien for the amount owing thereon, together with any costs, reasonable attorneys· fees and expenses inrurred by !he Assured daimant which were authorized by the Company up to the tune of purchase. Such purchase, payment or tender of payment of the full amount of the Guarantee shall terminate all liability of the Company hereunder. In the event after notice of claim has been given to the Company by the Assured the Company offers to purchase said indebtedness, !he owner of such indebtedness shall transfer and assign said indebtedness, together with any collateral secunty, to the Company upon payment of the purchase price. Upon Iha exercise by the Company of the option prDVlded for in Pa,agraph (a) the Company's obligation to the Assured under this Guarantee for the daimed loss Of damage, other than to make the payment required in that paragraph, shall terminate, including any obligation to continue the defense or prosecuuon of any litigation for v.tiich the Company has exercised ita options under Paragraph 4, and the Guarantee shall be surrand8f8d to the Company for cancellation. (b) To Pay or Otherwise Settle With Parties Other Than the Assured or With the Assured Claimanl To pay or otherwise settle with other parties for or in the name of an Assured claimant any claim assured against wnder this Guarantee, together with any costs, attorneys' fees and expenses incurred by the Assured claimant which ware authorized by the Company up to Iha hme of payment and which the Company is obligated to pay. Upon the exercise by the Company of the option provided for in Paragraph (b) the Company's obligation to the Assured under this Guarantee for the claimed loss or damage, other than to make the payment required in that paragraph shall terminate, induding any obliga!Jon to continue the defense or prosecution of any litigation for which the Company has exercised its options under Paragraph 4. Determination and Extent of Ueblllty. This Guarantee 1s a contract of Indemnity against actual monetary loss (I( damage sustained or inrurred by the Assured da1mant who has suffered loss or damage by reason of reliance upon !he assurances set forth in this Guarantee and only to the extent herein described, and subject to the Exclusions From Coverage of This Guarantee. The liability of the Company und8f this Guarantee to the Assured sh ail not exceed the least of: (a) the amount of liability stated in Schedule A or in Part 2: (b) the amount of the unpaid principal indebtedness secured by the mortgage of an Assured mortgagee, as limited or provided und8f Sdon 6 of these Conditions and Stipulations or as reduced under Section g of these Conditions and Stipulations, at the time the loss or damage assured against by this Guarantee occurs, together with interest thereon: or {C) the difference between the value of the estate or interest covered hereby es stated herein and the value of the estate or interest subject to any defect, lien or encumbrance assured against by this Guarantee. Limitation of Liability. (a) If the Company establishes the IIUe, or removes !he alleged defect. lien or encumbrance, or cures any other matter assured against by this Guarantee in a reasonably diligent manner by any method, including ht1gation and Ure completion of any appeals therefrom, it shall have fully performed its obligations with respect to that matter and sha!I not be liable for any loss or damage caused th8f8by. Page 7 of 7 CONDITIONS AND STIPULATIONS CONTINUED (b) In the event of any litigauon by the COfll)any or with the Cofll)anys consent. the Company shall have no liability for loss or damage until there has been a Final determina~on by a oourt of competent jurisdiction, and disposition of au appeals therefrom, adverse to the 1/~e, as stated herein. (c) The Company shall not be liable for loss or damage to any Assured for liability voluntanly assumed by the Assured in settling any daim or suit without the prior written consent of the Company. 9. Reduction of LI ability or Termination of LI ability. All payments under this Guarantee, except payments made for costs, attorneys' fees and expenses pursuant to l='aragraph 4 shall reduce the amount of liability pro tan to. 10. Payment of Loss. (a) No payment shall be made without producing this Guarantee for endorsement of the payment unless the Guarantee has been lost or destroyed, in which case proof of loss or destrucuon shall be furnished to the satisfaction of the Company. (b) When liability and the extent of loss or damage has been definitely flxed in acrordance wth these Conditions and Stipulations, the loss or damage shall be payable withm thirty (30) days thereafter. 11. Subrogation Upon Payment or Settlement. Whenever the Company shall have settled and paid a ciarm under this Guarantee, au right of subrogation shall vest in the Company unaffected by any act of the Assured cJaimant. The Company shall be subrogated to and be entiHed to all rights and remedies whrch the Assured would have had against any person or property in respect to the daim had this Guarantee not been issued. If requested by the Company, the Assured shall transfer to the Company al! rights and remedies against any pa<son or property necessary in order to perfect this right of subrogation. The Assured shall permit the Company to sue, compromise or settle in the name of the Assured and to use the name of the Assured in any transaction or litigation invol\ling these rights or remedies. If a payment on account of a daim does not fully cover the loss of the Assured the Company shafl be subrogated to all rights and remedies of the Assured after the Assured shall have reoovered 118 principal, interest, and costs of oollection. CLTA Guarantee Conditions and Stipulations (Revised 12/15/95) Order No.: 00604059 12. Arbitration. Unless prohibited by applicable law, either the Company or the Assured may demand arbitration pursuant to the TiUe Insurance Arbitration Rules of the American Asbitrallon Associebon. Arbitrable matters may inciude, but are not limited to, any controversy or claim between the Company and the Assured arising out of or rejating to this Guarantee, any service of the Company in connection with its issuance or the llreach of a Guarantee pl"O'o'ision or other obliga~on. AU artlitrable mattars when the Amol.lnt of Liabdity is $1.000,000 or less shall be art>itrated at the option of either the Company or the Assured. AU arti.trable matters when the amount of liallility 1s in excess of $1,000.000 shall Ile arbitrated only when agreed to by both the Company and the Assured. The Rules in effect al Date of Guarantee shall be binding upon the parties. The award may mdude attorneys• fees only if the laws of lhe state in which the !and is located pemits a court to award attorneys' fees to a prevailing party. Judgment upon the award rendered by the Arbitrator(s) may be entered in any court ha\ling jurisdiction thereof. The law of the situs of the land shall apply to an arbitration under the Title Insurance Arbitration Rules. A copy of the Rules may be obtained from the Company upon request 13. Liability Limited lo This Guarantee: Guarantee Entire Contract. (a) This Guarantee together with all endorsements, if any, attached hereto by the Co"l)any is the entire Guarantee and contract between the Assured and the Company. fn interpreting any proV1sion of this Guarantee, this Guarantee shall be construed as a whole.' (b) Any da1m of loss or damage, whether or not based on negligence, or any action asserting such daim, shall be restncted to this Guarantee. (c) No amendment of or endorsement to this Guarantee can be made except by a writing endorsed hereon or attached hereto signed by either the President, a Vice President, the Secretary, an Assistant Secretary, or validating officer or authorized signatory d the Co"l)any. 14. Nollces, Where Sent. All notices required to be given the Company and any statement in writing required to be furnished the Company shall indude the number of this Guarantee and shall be addressed to: WFG National TiUe Insurance Company, 340 Oswego Pointe Drive. Suite 100, Lake Oswego, OR 97034, Attention: Claims Department. ' . ~G N~t:;:!~,~:',' Company WFG National Title Insurance Company Privacy Policy Notice PURPOSE OF THIS NOTICE Title V of the Gramm-Leach-Bliley Act (GLBA) generally prohibits any financial institution, directly or through its affiliates, from sharing nonpublic personal information about you with a nonaffiliated third party unless the institution provides you with a notice of its privacy policies and practices, such as the type of information that it collects about you and the categories of persons or entities to whom it may be disclosed. In compliance with the GLBA, we are providing you with this document, which notifies you of the privacy policies and practices of WFG. We may collect nonpublic personal information about you From the following sources: Information we receive from you such as on applications or other forms. Information about your transactions we secure from our files, or from our affiliates or others. Information we receive from a consumer reporting agency. Information that we receive from others involved in your transaction, such as the real estate agent or lender. Unless it is specifically stated otherwise in an amended Privacy Policy Notice, no additional nonpublic personal information will be collected about you. We may disclose any of the above information that we collect about our customers or former customers to our affiliates or to nonaffiliated third parties as permitted by law. We also may disclose this information about our customers or former customers to the following types of nonaffiliated companies that perform marketing services on our behalf or with whom we have joint marketing agreements: Financial service providers such as companies engaged in banking, consumer finance, securities and insurance. Non-financial companies such as envelope stuffers and other fulfillment service providers. WE DO NOT DISCLOSE ANY NONPUBLIC PERSONAL INFORMATION ABOUT YOU WITH ANYONE FDR ANY PURPOSE THAT IS NOT SPECIFICALLY PERMITTED BY LAW. We restrict access to nonpublic personal information about you to those employees who need to know that information in order to provide products or services to you. We maintain physical, electronic, and procedural safeguards that comply with federal regulations to guard your nonpublic personal information. If you have any questions about this Privacy Policy Notice, please contact us by writing to: WFG National Title Insurance Company 340 Oswego Pointe Drive, Suite 100 Lake Oswego, OR 97034 IJ. TICOR TITLE COMPANY 600 SW 39th Street, Ste 100, Renton, WA 98057 (425)255-7575 FAX (425)255-0285 File No.: RE: 6506574-1 record./ AMENDED SUPPLEMENTAL REPORT N0.1 The following information is an amendment of our TiHe Commitment dated November 29, 2012 and is intended to represent a complete report to date: There are no changes as of 06/10/2013, the new Commitment Effective Date, except for the following: Paragraph(s) 1 has/have been amended as follows: General and special taxes and charges, payable February 15, delinquent if first half unpaid on May 1, second half delinquent if unpaid on November 1 of the tax year (amounts do not include interest and penalties): Year: 2013 Tax Account Number: 509540044005 Levy Code: 6850 Assessed Value-Land: $22,000.00 Assessed Value-Improvements: $0.00 General and Special Taxes: Billed: $302.29 Paid: $302.29 Unpaid: $0.00 Affects: Parcel B Paragraph(s) 2 has/have been amended as follows: General and special taxes and charges, payable February 15, delinquent if first half unpaid on May 1, second half delinquent if unpaid on November 1 of the tax year (amounts do not include interest and penalties): Year: 2013 Tax Account Number: 202306904709 Levy Code: 6850 Assessed Value-Land: $190,000.00 Assessed Value-Improvements: $372,000.00 General and Special Taxes: Billed: $7,386.49 Paid: $3,693.25 Unpaid: $3,693.24 Affects: Parcel B Dated: June 14, 2013 vmk cc: Bonnie Babcock, Encompass Engineering 6506574 ~G N~(::::! J_::!C ~~"=,' c.,•P""Y Dumitru Roman 2120 Jones Ave NE Renton, WA 98056 REFERENCE NO: /Dumitru Roman and Adriana Roman Order No.: 00604059 Liability: Charge: Tax: Total: SUBDIVISION GUARANTEE $1,000.00 $ 250.00 $ 23.75 $ 273.75 Subject to the Exclusions from Coverage, the limits of liability and other provisions of the Conditions and Stipulations hereto annexed and made a part of this Guarantee, and subject to the further exclusion and limitation that no guarantee is given nor liability assumed with respect to the identity of any party named or referred to in Schedule A or with respect to the validity, legal effect or priority of any matter shown therein. WFG National Title Insurance Company a corporation herein called the Company, GUARANTEES the Assured named in Schedule A against actual monetary loss or damage not exceeding the liability amount stated herein which the Assured shall sustain by reason of any incorrectness in the assurances set forth in Schedule A. Dated: April 25, 2014 WFG National Title Company of Washington, LLC, as agent for WFG National Title Insurance Company By---1,/-y~~ ''7,,.~. c=PJ).U... -14 =o )'.'....__~ ~horlzed S~re Lynn M. Riedel Subdivision Guarantee WFGGNTSD Wl'G NATIONAL TITLE !NSUR:ANCE COMPANY BY; ~s(;-- ,ms, ) / ,I,;};{ ,....., Authorized Signature Page 1 of 7 Order No.: 00604059 1, Name of Assured: Dumitru Roman 2, Date of Guarantee: April 25, 2014 3. The assurances referred to on the face page hereof are: a. That according to those public records which, under the recording laws, impart constructive notice of matters affecting title to the following described land: See Exhibit A attached hereto. b. Title to the estate or interest in the land is vested in: Dumitru Roman and Adriana Roman, husband and wife c. The estate or interest in the land which is covered by this Guarantee is: A fee simple estate Subject to the Exceptions shown below, which are not necessarily shown in order of their priority. EXCEPTIONS: 1. GENERAL PROPERTY TAXES AND SERVICE CHARGES, AS FOLLOWS, TOGETHER WITH INTEREST, PENALTY AND STATUTORY FORECLOSURE COSTS, IF ANY, AFTER DELINQUENCY: (1ST HALF DELINQUENT ON MAY 1; 2ND HALF DELINQUENT ON NOVEMBER 1) TAX ACCOUNT NO.: YEAR 2013 3343903203 BILLED PAID $5,044.69 $2,522.35 TOTAL AMOUNT DUE, NOT INCLUDING INTEREST AND PENALTY: $2,522.34. LEVY CODE: ASSESSED VALUE LAND: ASSESSED VALUE IMPROVEMENTS: 2100 $190,000.00 $164,000.00 BALANCE $2,522.34 2. NOTICE OF TAP OR CONNECTION CHARGES WHICH HAVE BEEN OR WILL BE DUE IN CONNECTION WITH DEVELOPMENT OR RE-DEVELOPMENT OF THE LAND AS DISCLOSED BY RECORDED INSTRUMENT. INQUIRIES REGARDING THE SPECIFIC AMOUNT OF THE CHARGES SHOULD BE MADE TO THE CITY/COUNTY/AGENCY. CITY/COUNTY/AGENCY: RECORDED: RECORDING NO.: CITY OF RENTON SEPTEMBER 2, 1992 9209021077 3. EASEMENT AND THE TERMS AND CONDITIONS THEREOF: PURPOSE: AREA AFFECTED: RECORDING NO.: Subdivision Guarantee WFGGNTSD DRAINAGE DITCH A PORTION OF SAID PREMISES 4884438 Page 2 of 7 4. EASEMENT AND THE TERMS AND CONDITIONS THEREOF: PURPOSE: AREA AFFECTED: RECORDING NO.: DRAINAGE DITCH A PORTION OF SAID PREMISES 4884439 5. EASEMENT AND THE TERMS AND CONDITIONS THEREOF: GRANTEE: PURPOSE: AREA AFFECTED: RECORDED: RECORDING NO.: CITY OF RENTON PUBLIC UTILITIES A PORTION OF SAID PREMISES JUNE 29, 1981 8106290604 Order No.: «Ord_Id» 6. DECLARATION OF CONDITIONS, COVENANTS AND RESTRICTIONS REGARDING FORMATION OF A UTILITY LOCAL IMPROVEMENT DISTRICT IMPOSED BY INSTRUMENT RECORDED ON MAY 9, 1988, UNDER RECORDING NO. 8805090391. 7. ALL COVENANTS, CONDITIONS, RESTRICTIONS, BUT OMITTING ANY COVENANTS OR RESTRICTIONS, IF ANY, BASED UPON RACE, COLOR, RELIGION, SEX, SEXUAL ORIENTATION, FAMILIAL STATUS, MARITAL STATUS, DISABILITY, HANDICAP, NATIONAL ORIGIN, ANCESTRY, OR SOURCE OF INCOME, AS SET FORTH IN APPLICABLE STATE OR FEDERAL LAWS, EXCEPT TO THE EXTENT THAT SAID COVENANT OR RESTRICTION IS PERMITIED BY APPLICABLE LAW, RESERVATIONS, EASEMENTS OR OTHER SERVITUDES, IF ANY, DISCLOSED BY THE SHORT PLAT RECORDED UNDER RECORDING NO. 8805099006. THIS POLICY DOES NOT INSURE THAT THE LAND DESCRIBED IN SCHEDULE A IS BENEFITED BY EASEMENTS, COVENANTS OR OTHER APPURTENANCES SHOWN ON THE PLAT OR SURVEY TO BENEFIT OR BURDEN REAL PROPERTY OUTSIDE THE BOUNDARIES OF SAID LAND. AND AMENDMENTS THERETO: RECORDED: RECORDING NO.: APRIL 17, 1996 9604170909 8. ALL COVENANTS, CONDITIONS, RESTRICTIONS, BUT OMITTING ANY COVENANTS OR RESTRICTIONS, IF ANY, BASED UPON RACE, COLOR, RELIGION, SEX, SEXUAL ORIENTATION, FAMILIAL STATUS, MARITAL STATUS, DISABILITY, HANDICAP, NATIONAL ORIGIN, ANCESTRY, OR SOURCE OF INCOME, AS SET FORTH IN APPLICABLE STATE OR FEDERAL LAWS, EXCEPT TO THE EXTENT THAT SAID COVENANT OR RESTRICTION IS PERMITIED BY APPLICABLE LAW, RESERVATIONS, EASEMENTS OR OTHER SERVITUDES, IF ANY, DISCLOSED BY THE BOUNDARY LINE ADJUSTMENT RECORDED UNDER RECORDING NO. 9511299005. THIS POLICY DOES NOT INSURE THAT THE LAND DESCRIBED IN SCHEDULE A IS BENEFITED BY EASEMENTS, COVENANTS OR OTHER APPURTENANCES SHOWN ON THE PLAT OR SURVEY TO BENEFIT OR BURDEN REAL PROPERTY OUTSIDE THE BOUNDARIES OF SAID LAND. 9. EASEMENT AND THE TERMS AND CONDITIONS THEREOF: GRANTEE: PURPOSE: AREA AFFECTED: RECORDED: RECORDING NO.: Subdivision Guarantee GNT004 CITY OF RENTON PUBLIC UTILITIES A PORTION OF SAID PREMISES NOVEMBER 6, 1995 9511060098 Page 3 of 7 Order No.: «Ord_ld» 10. DEED DF TRUST AND THE TERMS AND CONDITIONS THEREOF: GRANTOR: TRUSTEE: DUMITRU ROMAN AND ADRIANA ROMAN, HUSBAND AND WIFE NORTHPOINT ESCROW & TITLE, LLC BENEFICIARY: MORTGAGE ELECTRONIC REGISTRATIONS SYSTEMS, INC., ("MERS"), SOLELY AS NOMINEE FOR LENDER AND LENDER'S SUCCESSORS AND ASSIGNS. LENDER IS REPUBLIC MORTGAGE HOME LOANS, LLC ORIGINAL AMOUNT: $382,840.00 DATED: FEBRUARY 9, 2011 RECORDED: FEBRUARY 11, 2011 RECORDING NO.: 20110211001149 RECONTRUST COMPANY, N.A. WAS APPOINTED SUCCESSOR TRUSTEE UNDER THE DEED OF TRUST. RECORDED: RECORDING NO.: AUGUST 13, 2012 20120813000858 DEED OF TRUST MODIFICATION: RECORDED: RECORDING NO.: AUGUST 13, 2012 20120813000859 PROVIDING FOR: THE PURPOSE OF THIS MODIFICATION IS FOR LOT LINE ADJUSTMENT 11. DEED OF TRUST AND THE TERMS AND CONDITIONS THEREOF: GRANTOR: TRUSTEE: BENEFICIARY: ORIGINAL AMOUNT: DATED: RECORDED: RECORDING NO.: DUMITRU ROMAN AND ADRIANA ROMAN, HUSBAND AND WIFE WFG NATIONAL TITLE COMPANY UMPQUA BANK $65,000.00 JANUARY 24, 2014 JANUARY 27, 2014 20140127000978 NOTE 1: BASED ON INFORMATION PROVIDED TO THE COMPANY, ON THE DATE OF THIS COMMITMENT IT APPEARS THAT THERE IS LOCATED ON THE LAND: SINGLE FAMILY RESIDENCE KNOWN AS: 2120 JONES AVE NE RENTON, WA 98056 NOTE 2: THE FOLLOWING MAY BE USED AS AN ABBREVIATED LEGAL DESCRIPTION ON THE DOCUMENTS TO BE RECORDED, PER AMENDED RCW 65.04. SAID ABBREVIATED LEGAL DESCRIPTION IS NOT A SUBSTITUTE FOR A COMPLETE LEGAL DESCRIPTION WITHIN THE BODY OF THE DOCUMENT. PORTION OF LOT 2 OF SHORT PLAT NO. SHPL-060-87 AS RECORDED UNDER RECORDING NO. 8805099006 NOTE 3: WHEN SENDING DOCUMENTS FOR RECORDING, VIA U.S. MAIL OR SPECIAL COURIER SERVICE, PLEASE SEND TO THE FOLLOWING ADDRESS, UNLESS SPECIFIC ARRANGEMENTS HAVE BEEN MADE WITH YOUR TITLE UNIT: Subdivision Guarantee GNT004 Page 4 of 7 ED2 Enclosures: Sketch WFG NATIONAL TITLE COMPANY 155 NE 100TH STREET SUITE 200 SEATILE, WA 98125 ATIN: RECORDING DEPT. Vesting Deed Paragraphs all Subdivision Guarantee GNT004 Order No.: «Ord_ld» Page 5 of 7 Order No.: 00604059 EXHIBIT "A" THAT PORTION OF LOT 2 OF SHORT PLAT NO. SHPL-060-87 AS RECORDED UNDER RECORDING NO. 8805099006, RECORDS OF KING COUNTY AUDITOR, LYING NORTHERLY OF THE FOLLOWING DESCRIBED LINE: BEGINNING AT THE NORTHEAST CORNER OF LOT 4 OF SAID SHORT PLAT; THENCE NORTH 89029'00" EAST ON THE EASTERLY PROJECTION OF THE NORTH LINE OF SAID LOT 4, A DISTANCE OF 226.50 FEET TO A POINT ON THE EASTERLY BOUNDARY OF SAID LOT 2, SAID POINT BEING SOUTH 00035•32" EAST A DISTANCE OF 326.88 FEET FROM THE MOST NORTHEASTERLY CORNER OF SAID LOT 2, AND THE TERMINUS OF THE HEREIN DESCRIBED LINE; (ALSO KNOWN AS LOT A, KING COUNTY BOUNDARY LINE ADJUSTMENT 95-093, KING COUNTY RECORDING NUMBER 9511299005); SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON. SCHEDULE OF EXCLUSIONS FROM COVERAGE OF THIS GUARANTEE 1. Except lo the extent that ,peclflc auurances ant provided In Schedule A of this Guarantee, the Company aHumes no Hablllty for lo•• or damage by reason of the followlng: (a) Defects, liens, encumbrances, adverse daims or other matters against the title, wtiether or not shown by the public records. (b) {1) Taxes or assessments of any taxing authority that levies taxas or assessments on real property; or, (2) Proceedings by a public agency wtiich may result in taxes or assessments, or notices of such proceedings, wtiethar or not the matters exduded under (1) or (2) are shown by the records of the taxing authority or by the public records. (c) {1) UnpatantBd rnning daims; (2) reservations or exceptions in patents or in Acts authorizing the issuance thereof; (3) water rights, claims or title to watar, wtielher or not the matters excluded under (1 }, (2) or (3) are shown by the public records. 2. Notwithstanding any specific assurances which are provided In Schedule A of this Guarantee, Iha Company a11umea no liablllty for loH or damage by reason of the followlng; (a) Defects, liens, encurrbrances, adverse daims or other matters affecting Iha title to any property beyond the lines of the rand expressly described m Iha dascripllon set forth 1n Schedule (A), {C) or in Part 2 of this Guarantee, or title to streets, roads, avenues, lanes, ways or waterways to wtiich such land abuts, or the right to maintain therein vaults, tunnels, ramps or any structure or improvements, or any rights or easements therein, unless such property, rights or easements are expressly and spae1fically set forth in said description. (b) Defects, liens, ancurrbrances, adverse daims or other matters, whether or not shown by the public records: (1) wtiich are created, suffered, assumed or agreed to by one or more of Iha Assureds: (2) which result in no loss to the Assured; or (3) wt,ich do not result in the invalidity or potential inva!idity of any Judicial or non- judicial proceeding which is within the scope and purpose of the assurances provided. (c) The identity of any party shown or referred to in Schedule A. {d) The validity, legal affect or prionly of any matter shown or referred to in this Guarantee. GUARANTEE CONDITIONS AND STIPULATIONS 1. Deftnltlon of Terms. The following terms wt,en used in the Guarantee mean: (a) the "Assured": the party or parties named as the Assured in this Guarantee, or on a supplemental writmg executed by the Company. (b) "land": the land described or referred to in Schedule (A), (C) or in Part 2, and improvements affixed therato wt,ich by law constitute real property. The term "land" does not induda any property beyond the lines of the area described or rafarred to in Schedule (A), {C) or in Part 2. nor any right, title, interest, estate or easement in abutting streets, roads, avenues, alleys, lanes, ways or waterways. (c) "mortgage•: mortgage, dead of trust, trust deed. or other secunty instrument. (d) "public records": records established under state statutes at Data of Guarantee for the purpose of imparting constructive nobce of matters relating to real property lo purchasers for value and without knowledge. (a) "dale": Iha effective date. 2. Notice of Claim to be Givan by A11untd Clalmanl. An Assured shall nonfy the Corrpany promptly in wrihng in case knowledge shall coma to an Assured h8f'Oundar of any daim of title or interest wt,ich is advarsa to the liUa to the estate or interest, as stated harem, and wt,ictl lnght cause loss or damage for Which the Corfllany may be liable by virtue of this Guarantee. If prorfllt notice shall not be given to the Company, then all liability of Iha Corfllany shall terlnnate with regard to Iha matter or matters ror which prompt notice is required; provided, however, that failure to no~fy the Company shall in no case prejudice the rights of any Assured under this Guarantee unless the Company shall be prejudiced by the failure and then only to the extant of the prejudice. 3. No Duty to Defend or Pro1ecuta. The Company shall have no duly to defend or l)fOsecula any action or proceeding to wt11ch the Assured is a party, notwithstanding the nature of any allegation in such ac~on or proceeding 4. Company's Option to Defend or Prosecute Actlon1; Duty of Assured Claimant to Cooperate. Evan though the Company has no duty to defend or prosecute as set forth in Paragraph 3 above: (a) The Company shall have Iha right, at its sole option and cost, to institute and prosecute any action or proceeding, interpose a defense, as limited in (b), or to do any other act wt,ich in its opinion may be necessary or desirable to establish the !ilia to the estate or interest as stated herein, or to establish the lien rights of the Assured, a to prevent or reduce loss or damage to the Assured. The Company may take any appropriate achon under Iha terms of this Guarantee, whether or not it shall be liable hereunder, and shall not thereby concede liability or waive any provision of this Guarantee. If the Company shall exercise its nghts under this paragraph, it shall do so diligently. {b) If the Company elects to exercise its options as stated in Paragraph 4{a) the Corfllany shall have Iha nght to select counsel of its choice (subject to the right of suctl Assured to ob;act for reasonable cause) to represent the Assured and shall not be ltable for and will not pay the fees of any other counsel, nor will the Company pay any fees, costs or expenses incurred by an Assured in the daranse of those causes of acllon which allege matters not covered by thts Guarantee. (c) Whenever the Company shall have brought an action or interposed a defense as permitted by the provisions of this Guarantee, the Company may pursue any liligahon to final determination by a court or competent jurisdiction and expressly reserves Iha right, in its sofa d1screlion, to appeal from an adverse judgment or order. (d) in all cases where this Guarantee parmts the Company to prosecute or provide for Iha derensa of any adion or proceeding, an Assured shall secure to the Company the right to so prosecute or provide for Iha defense of any action or proceedmg, and all appeals therein, and permit the Company to use, at its option, the name of such Assured for this purpose. Whenever requested by the Company, an Assured. at the Company's expanse, shall give the Company all reasonable aid 1n any action or proceeding, securing evidence, obtaining witnesses, prosecuting or defending the Subdivision Guarantee WFGGNTSD Order No.: 00604059 action or lawful act which in the opinion of the Company may be necessary or desirable to establish the tile to Iha estate or intarest as staled herein, or to establish the lien rights of the Assured. If the Cof11>any is prejudiced by Iha failure of the Assured to furnish the required cooperahon, the Cofl1>any's obligabons to the Assured under the Guarantee shall terrrinate. 5. Proof of Loss or Carnage. In addition to and after the notices required under Section 2 of these Conditions and Stipulallons have been provided to Iha Company, a proof of loss or damage signed and sworn to by Iha Assured shall be furnished to the Company within ninety (90) days after Iha Assured shall ascertain Iha facts giving rise to the loss or damage. The proof of loss or damage shall describe Iha matters covered by this Guarantee wt,ictl constitute Iha basas of loss or damage and shall state, to the extent poS&ble. the basis of calculating the amount of the loss or damage. If the Company is prejudiced by the failure of Iha Assured to prollide the required proof of loss or damage. the Company's obligation to such assured under the Guarantee shall terminate. ln addi~on, the Assured may reasonably be required to submit lo examination under oath by any authorized representative of Iha Company and shall produce for aKaminalion, inspection and copying, at such reasonable times and places as may be designated by any authorized representative of the Company, all records, books, ledgers. checks, correspondence and memoranda. whether beanng a data before or aflaf Date of Guarantee, which reasonably pertain to Iha loss or damage. Further, if requested by any authorized representative of the Company, the Assured shall grant its parrnssion, in wrinng, for any authorized representative of the Company to examma, inspect and copy all records, books, ledgers, checks, correspondence and memoranda in Iha custody or control of a third party, which reasonably pertain to the loss or damage. All information designated as confidanbal by the Assured provided to the Company pursuant to this Section shall not be disdosed to others unless, in the reasonable judgment of Iha Company, it is necessary in the administration of Iha daim. Failure of the Assured to submit for examination under oath, produce other reasonably requested information or grant permission to secure reasonably necessary infamation from third parties as required in the above paragraph, unless prohibited by law or governmental regulation, shall terrnnata any liability of the Company under this Guarantee to the Assured for \hat claim. 6, Options to Pay or Otherwise Settle Clalm1: Termination of Llablllty. In case of a claim under this Guarantee, the Company shall have the following additions! options: (a) To Pay or Tender Payment of the Amount of Liability or to Purchase the Indebtedness. The Company shall have the op~on to pay or settte or compromse for or in the name of the Assured any daim which could result in loss to Iha Assured within the coverage of this Guarantee, or to pay the full amount of this Guarantee or. if this Guarantee is issued for the benefit of a holder of a mortgage or a lianho!dar, the Company shall have the option to purchase the indebtedness secured by said mortgage or said lien for the amount owing thereon, together with any costs, reasonable attorneys' fees and expenses incurred by Iha Assured daimanl which ware authorized by the Company up to the lime of purchase. Such purchase. payment or tender of payment of the ftJ1 amount of Iha Guarantee shall terminate all liability of the Company hereunder. In the event after nohce of claim has bean given to the Company by the Assured the Company offers to purchase said indebtedness, the owner of such indebtedness shall transfer and assign said indebtedness, together with any collateral security, to the Company upon payment of the purchase price. Upon Iha exercise by the Company of the option provided for in Paragraph (8) the Company's obliga~on to the Assured under this Guarantee for Iha daimad loss or damage, other than to make the payment required in that paragraph, shall terminate, induding any obligation to conhnua the defense or prosecu~on or any litigation for Which the ~any has OKOrcised its options under Paragraph 4, and the Guarantee shall be surrendered to Iha CofTl)any for cancellation. (b) To Pay or Otherwise SetUa With Parties Other Than the Assured or With the Assured Claimant. To pay or otherwise settle with other parties for or in the name of an Assured claimant any claim assured against under this Guarantee, together with any costs, attorneys' fees and expanses incurred by the Assured claimant wtiich ware authorized by \he Company up to the lime of payment and which Iha Company is obligated to pay. Upon Iha exercise by Iha Corll)any of Iha option provided for in Paragraph {b) the Corfllany's obligation to the Assured under this Guarantee for the claimed loss or damage. other than to make Iha payment req~red 1n that paragraph shall terminate, including any obligation to continue the defense or prosecution of any litigation for which the Company has exercised its options under Paragraph 4, 7. Catermlnatlon and Extant of Uablllly. This Guarantee is a contract of Indemnity against actual monetary loss Of damage sustained or incurred by the Assured daimanl who has suffered loss or damage by reason of reliance upon the assurances set forth in this Guarantee and only to the extant herein described. and subject to the Exdusions From Coverage of This Guarantee. The liability of the Company under this Guarantee to the Assured shall not exceed the !east of: (a) Iha amount of liability stated in Schedule A or ,n Part 2; (b) the amount of the unpaid principal indebtedness secured by the mortgage of an Assured mortgagee, as limited or provided under Section 6 of these Conditions and Stipulations or as reduced under Section 9 of these Cond1bons and S~pulations, at Iha time the loss or damage assured against by this Guarantee occurs, together with interest thereon: or (c) the difference between Iha value of the estate or interest covered hereby as staled herein and Iha value of the estate or interest subject to any defect. lien or encumbrance assured against by this Guarantee. 8. Umltatlon of Llablllty. (a) If the Company establishes the lllle, or removes the alleged defect, lien or encumbrance, or cures any other matter assured against by this Guarantee in a reasonably diligent manner by any method, including litigation and the COrflll&tion of any appeals therefrom, ii shall have fully performed its obliga~ons with respect lo \hat matter and shalt not be liable for any loss or damage caused thereby. Page 7 of 7 CONDITIONS AND STIPULATIONS CONTINUED (b) In the event of any litigation by Iha Company or with the Company's consent, the Company shall have no liati.lity for loss or damage until 111ere has been a Final determination by a court of competent jurisdiction, and disposition of all appeals ttierefrom, adverse to the title, as stated herein. (c) The Company shall not be liable for loss or damage to any Assured for liability voluntanly assumed by the Assured in settling any daim or suit wrthout the prior written consent of ttie Company. 9. Reduction of Llablllty or Termination of Liability. All payments under ttiis Guarantee, except payments made for costs, attorneys' rees and expenses pursuant to Paragraph 4 shall reduce the amount of liab1hty pro tanto. 1 O. Payment of Lou. (a) No payment shall be made without producing this Guarantee for endorsement of the payment unless the Guarantee has been lost or destroyed, in which case proof of loss or destruction shall be furnished to the satisfaction of the Company. (b) When liability and the extent of loss or damage has been definitely fixed in ac:c:ordance with these Conditions and Stipulations, the loss or damage shall be payable within 111irty (30) days thereafter. 11. Subrogation UPon Payment or Settlement. Whenever the CorTl)any shall have settled and paid a daim under this Guarantee, all fight of subrogation shall vest in the CorTl)any unaffected by any act of the Assured daimant. The Company shall be subrogated to and be entiUed to all fights and remedies which the Assured would have had against any person or property in respect to the daim had this Guarantee not been issued. If requested by the Company, the Assured shall transf8f to the CorTl)any all nghts and remedies against any person or property necessary in order to perfect this fight of subrogation. The Assured shalt perrrit the CorTl)any to sue, compromise or setue in the name of the Assured and to use the name of the Assured in any transacbon or litiganon involving these fights or remedies. If a payment on account of a claim does not fUl'ly oover the loss of \he Assured 111e Company shall be subrogated to all fights and remedies of the As&Jred after the Assured shall have recovered its principal, int8fest. and costs of collection. CLTA Guarantee Conditions and Stipulations (Revised 12/15/95) Order No.: Error! Reference source not found. 12. Arbitration. Unless prohibited by applicable law, either the Company or the Assured may demand arbitration pursuant to the Ti~e Insurance Arbitration Rules of 111e American ArbitraUon Associa~on. Arbitrable matters may include, but are not limited to, any controversy or claim between the Company and the Assured arising out of or rotating to this Guarantee, any service of the Company in connection with its issuance or the breach of a Guarantee provision or other obligation. Al! arbltrabte matters when the Amount of Liability is $1 .000,000 or less shell be ert:Jitrated at the option of either the Company or 111e Assured. All arb1trabte matters wtian the amount of liability is in excess of $1,000.000 shall be arbitrated only when agreed to by both the Company and the Assured. The Rules in affect et Date of Guarantee shall be binding upon the parties. The award may include attorneys' rees only if the laws of the state in which the land is located permits a court to award attorneys' fees to a prevailing party. Judgment upon the award rendered by the Arti.trator(s) may be entered in any court having jurisdiction thereof. The law of the situs of the land shall apply to an arbitration undM the Title Insurance Arbitration Rules. A copy of the Rules may be obtained from the Company upon request. 13. Llablllty Limited to Thia Guarantee: Guarantee Entire Contract. (a) This Guarantee together wrll1 all endorsements, 1f any, attached hereto by 111e Company is the entire Guarantee and contract between the Assured and the Company. In interpretjng any provision of this Guarantee, this Guarantee shall be construed as a whole.' (bl Arly ctaim of loss or damage, whether or not based on negligence, or any action asserting such daim, shall be restncted to this Guarantee. (c) No amendment of or endorsement to this Guarantee can be made except by a writing endorsed hereon or attached hereto signed by either the President, a Vice President, the Secretary, an Assistant Secretary, or va!idaung officer or authorized signatory ol the Company. 14. Notices, Where Senl. All notices required to be given the CorTl)any and any statement In writing required to be furnished the Company shall indude the number of this Guarantee and shall be addressed to: WFG Na\lonal Title Insurance Company, 340 Oswego Pomte Drive, Suite 100, Lake Oswego, OR 97034, Attention: Claims Department. ~G National Title Insurance Company ~ , Will;"" fl,w,c;,1 Group ,ompoay WFG National Title Insurance Company Privacy Policy Notice PURPOSE OF THIS NOTICE Title V of the Gramm-Leach-Bliley Act (GLBA) generally prohibits any financial institution, directly or through its affiliates, from sharing nonpublic personal information about you with a nonaffiliated third party unless the institution provides you with a notice of its privacy policies and practices, such as the type of information that it collects about you and the categories of persons or entities to whom it may be disclosed. In compliance with the GLBA, we are providing you with this document, which notifies you of the privacy policies and practices of WFG. We may collect nonpublic personal information about you from the following sources: Information we receive from you such as on application~ or other forms. Information about your transactions we secure from our files, or from our affiliates or others. Information we receive from a consumer reporting agency. Information that we receive from others involved in your transaction, such as the real estate agent or lender. Unless it is specifically stated otherwise in an amended Privacy Policy Notice, no additional nonpublic personal information will be collected about you. We may disclose any of the above information that we collect about our customers or former customers to our affiliates or to nonaffiliated third parties as permitted by law. We also may disclose this information about our customers or former customers to the following types of nonaffiliated companies that perform marketing services on our behalf or with whom we have joint marketing agreements: Financial service providers such as companies engaged in banking, consumer finance, securities and insurance. Non-financial companies such as envelope stuffers and other fulfillment service providers. WE DO NOT DISCLOSE ANY NONPUBLIC PERSONAL INFORMATION ABOUT YOU WITH ANYONE FOR ANY PURPOSE THAT IS NOT SPECIF/CALLY PERMIITED BYLAW. We restrict access to nonpublic personal information about you to those employees who need to know that information in order to provide products or services to you. We maintain physical, electronic, and procedural safeguards that comply with federal regulations to guard your nonpublic personal information. If you have any questions about this Privacy Policy Notice, please contact us by writing to: WFG National Title Insurance Company 340 Oswego Pointe Drive, Suite 100 Lake Oswego, OR 97034 /1!?!:::;G National Title Insurance Companv ~ • ~.m ... """""' °"""""""" . Dumitru Roman 2120 Jones Ave NE Renton, WA 98056 REFERENCE NO: /Dumitru Roman and Adriana Roman Order No.: 00604059 Liability: Charge: Tax: Total: SUBDIVISION GUARANTEE $1,000.00 $ 250.00 $ 23.75 $ 273.75 Subject to the Exclusions from Coverage, the limits of liability and other provisions of the Conditions and Stipulations hereto annexed and made a part of this Guarantee, and subject to the further exclusion and limitation that no guarantee is given nor liability assumed with respect to the identity of any party named or referred to in Schedule A or with respect to the validity, legal effect or priority of any matter shown therein. WFG National Title Insurance Company a corporation herein called the Company, GUARANTEES the Assured named in Schedule A against actual monetary loss or damage not exceeding the liability amount stated herein which the Assured shall sustain by reason of any incorrectness in the assurances set forth in Schedule A. Dated: February 6, 2013 WFG National Title Company of Washington, LLC, as agent for WFG National Title Insurance Company ~-_jL) ). . ~.<II!!· ,0.:!,,::!o:::::J:___ ~INlOf'l'l'J ~'tur. Lynn M. Riedel Subdivision Guarantee WFGGNTSD WFQ NATIONAL JIT\.E MSURo\NCE COMPA.N't -'"'" ) I ,t/'4 -Authorized Signature Page 1 of 7 Order No.: 00604059 1. Name of Assured: Dumitru Roman 2. Date of Guarantee: February 6, 2013 3. The assurances referred to on the face page hereof are: a. That according to those public records which, under the recording laws, impart constructive notice of matters affecting title to the following described land: See Exhibit A attached hereto. b. Title to the estate or interest in the land is vested in: Dumitru Roman and Adriana Roman, husband and wife c. The estate or interest in the land which is covered by this Guarantee is: A fee simple estate Subject to the Exceptions shown below, which are not necessarily shown in order of their priority. EXCEPTIONS: 1. GENERAL PROPERTY TAXES AND SERVICE CHARGES, AS FOLLOWS, TOGETHER WITH INTEREST, PENALTY AND STATUTORY FORECLOSURE COSTS, IF ANY, AFTER DELINQUENCY: (1ST HALF DELINQUENT ON MAY 1; 2ND HALF DELINQUENT ON NOVEMBER 1) TAX ACCOUNT NO.: YEAR 2013 3343903203 BILLED PAID $5,046.58 $0.00 TOTAL AMOUNT DUE, NOT INCLUDING INTEREST AND PENALTY: $5,046.58. LEVY CODE: ASSESSED VALUE LAND: ASSESSED VALUE IMPROVEMENTS: 2100 $190,000.00 $164,000.00 BALANCE $5,046.58 2. NOTICE OF TAP OR CONNECTIDN CHARGES WHICH HAVE BEEN OR WILL BE DUE IN CONNECTION WITH DEVELOPMENT OR RE-DEVELOPMENT OF THE LAND AS DISCLOSED BY RECORDED INSTRUMENT. INQUIRIES REGARDING THE SPECIFIC AMOUNT OF THE CHARGES SHOULD BE MADE TO THE CITY/COUNTY/AGENCY. CITY/COUNTY/AGENCY: RECORDED: RECORDING NO.: CITY OF RENTON SEPTEMBER 2, 1992 9209021077 3. EASEMENT AND THE TERMS AND CONDITIDNS THEREOF: PURPOSE: AREA AFFECTED: RECORDING NO.: Subdivision Guarantee WFGGNTSD DRAINAGE DITCH A PORTION OF SAID PREMISES 4884438 Page 2 of 7 4. EASEMENT AND THE TERMS AND CONDITIONS THEREOF: PURPOSE: AREA AFFECTED: RECORDING NO.: DRAINAGE DITCH A PORTION OF SAID PREMISES 4884439 5. EASEMENT AND THE TERMS AND CONDITIONS THEREOF: GRANTEE: PURPOSE: AREA AFFECTED: RECORDED: RECORDING NO.: CITY OF RENTON PUBLIC UTILITIES A PORTION OF SAID PREMISES JUNE 29, 1981 8106290604 Order No.: «Ord_Id» 6. DECLARATION OF CONDITIONS, COVENANTS AND RESTRICTIONS REGARDING FORMATION OF A UTILITY LOCAL IMPROVEMENT DISTRICT IMPOSED BY INSTRUMENT RECORDED ON MAY 9, 1988, UNDER RECORDING NO. 8805090391. 7. ALL COVENANTS, CONDITIONS, RESTRICTIONS, BUT OMITTING ANY COVENANTS OR RESTRICTIONS, IF ANY, BASED UPON RACE, COLOR, RELIGION, SEX, SEXUAL ORIENTATION, FAMILIAL STATUS, MARITAL STATUS, DISABILITY, HANDICAP, NATIONAL ORIGIN, ANCESTRY, OR SOURCE OF INCOME, AS SET FORTH IN APPLICABLE STATE OR FEDERAL LAWS, EXCEPT TO THE EXTENT THAT SAID COVENANT OR RESTRICTION IS PERMITTED BY APPLICABLE LAW, RESERVATIONS, EASEMENTS OR OTHER SERVITUDES, IF ANY, DISCLOSED BY THE SHORT PLAT RECORDED UNDER RECORDING NO. 8805099006. THIS POLICY DOES NOT INSURE THAT THE LAND DESCRIBED IN SCHEDULE A IS BENEFITED BY EASEMENTS, COVENANTS OR OTHER APPURTENANCES SHOWN ON THE PLAT OR SURVEY TO BENEFIT OR BURDEN REAL PROPERTY OUTSIDE THE BOUNDARIES OF SAID LAND. AND AMENDMENTS THERETO: RECORDED: RECORDING NO.: APRIL 17, 1996 9604170909 8. ALL COVENANTS, CONDITIONS, RESTRICTIONS, BUT OMITTING ANY COVENANTS OR RESTRICTIONS, IF ANY, BASED UPON RACE, COLOR, RELIGION, SEX, SEXUAL ORIENTATION, FAMILIAL STATUS, MARITAL STATUS, DISABILITY, HANDICAP, NATIONAL ORIGIN, ANCESTRY, OR SOURCE OF INCOME, AS SET FORTH IN APPLICABLE STATE OR FEDERAL LAWS, EXCEPT TO THE EXTENT THAT SAID COVENANT OR RESTRICTION IS PERMITTED BY APPLICABLE LAW, RESERVATIONS, EASEMENTS OR OTHER SERVITUDES, IF ANY, DISCLOSED BY THE BOUNDARY LINE ADJUSTMENT RECORDED UNDER RECORDING NO. 9511299005. THIS POLICY DOES NOT INSURE THAT THE LAND DESCRIBED IN SCHEDULE A IS BENEFITED BY EASEMENTS, COVENANTS OR OTHER APPURTENANCES SHOWN ON THE PLAT OR SURVEY TO BENEFIT OR BURDEN REAL PROPERTY OUTSIDE THE BOUNDARIES OF SAID LAND. 9. EASEMENT AND THE TERMS AND CONDITIONS THEREOF: GRANTEE: PURPOSE: AREA AFFECTED: RECORDED: RECORDING NO.: Subdivision Guarantee GNT004 CITY OF RENTON PUBLIC UTILITIES A PORTION OF SAID PREMISES NOVEMBER 6, 1995 9511060098 Page 3 of 7 Order No.: 4CQrd_ld» 10. DEED OF TRUST AND THE TERMS AND CONDITIONS THEREOF: GRANTOR: TRUSTEE: DUMITRU ROMAN AND ADRIANA ROMAN, HUSBAND AND WIFE NORTHPOINT ESCROW & TITLE, LLC BENEFICIARY: MORTGAGE ELECTRONIC REGISTRATIONS SYSTEMS, INC., ("MERS"), SOLELY AS NOMINEE FOR LENDER AND LENDER'S SUCCESSORS AND ASSIGNS. LENDER IS REPUBLIC MORTGAGE HOME LOANS, LLC ORIGINAL AMOUNT: $382,840.00 DATED: FEBRUARY 9, 2011 RECORDED: FEBRUARY 11, 2011 RECORDING NO.: 20110211001149 RECONTRUST COMPANY, N.A. WAS APPOINTED SUCCESSOR TRUSTEE UNDER THE DEED OF TRUST. RECORDED: RECORDING NO.: AUGUST 13, 2012 20120813000858 DEED OF TRUST MODIFICATION: RECORDED: RECORDING NO.: AUGUST 13, 2012 20120813000859 PROVIDING FOR: THE PURPOSE OF THIS MODIFICATION IS FOR LOT LINE ADJUSTMENT NOTE 1: BASED ON INFORMATION PROVIDED TO THE COMPANY, ON THE DATE OF THIS COMMITMENT IT APPEARS THAT THERE IS LOCATED ON THE LAND: SINGLE FAMILY RESIDENCE KNOWN AS: 2120 JONES AVE NE RENTON, WA 98056 NOTE 2: THE FOLLOWING MAY BE USED AS AN ABBREVIATED LEGAL DESCRIPTION ON THE DOCUMENTS TO BE RECORDED, PER AMENDED RCW 65.04. SAID ABBREVIATED LEGAL DESCRIPTION IS NOT A SUBSTITUTE FOR A COMPLETE LEGAL DESCRIPTION WITHIN THE BODY OF THE DOCUMENT. PORTION OF LOT 2 OF SHORT PLAT NO. SHPL-060-87 AS RECORDED UNDER RECORDING NO. 8805099006 NOTE 3: WHEN SENDING DOCUMENTS FOR RECORDING, VIA U.S. MAIL OR SPECIAL COURIER SERVICE, PLEASE SEND TO THE FOLLOWING ADDRESS, UNLESS SPECIFIC ARRANGEMENTS HAVE BEEN MADE WITH YOUR TITLE UNIT: WFG NATIONAL TITLE COMPANY 155 NE 100TH STREET SUITE 200 SEATTLE, WA 98125 ATTN: RECORDING DEPT. Subdivision Guarantee GNT004 Page 4 of 7 Order No.: 00604059 EXHIBIT "A" THAT PORTION OF LOT 2 OF SHORT PLAT NO. SHPL-060-87 AS RECORDED UNDER RECORDING NO. 8805099006, RECORDS OF KING COUNTY AUDITOR, LYING NORTHERLY OF THE FOLLOWING DESCRIBED LINE: BEGINNING AT THE NORTHEAST CORNER OF LOT 4 OF SAID SHORT PLAT; THENCE NORTH 89029'00" EAST ON THE EASTERLY PROJECTION OF THE NORTH LINE OF SAID LOT 4, A DISTANCE OF 226.50 FEET TO A POINT ON THE EASTERLY BOUNDARY OF SAID LOT 2, SAID POINT BEING SOUTH 00035'32" EAST A DISTANCE OF 326.88 FEET FROM THE MOST NORTHEASTERLY CORNER OF SAID LOT 2, AND THE TERMINUS OF THE HEREIN DESCRIBED LINE; (ALSO KNOWN AS LOT A, KING COUNTY BOUNDARY LINE AOJUSTMENT 95-093, KING COUNTY RECORDING NUMBER 9511299005); SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON. SCHEDULE OF EXCLUSIONS FROM COVERAGE OF THIS GUARANTEE 1. Except to the extent that specific assunnces are provided In Schedule A of this Guarantee, the Company assumes no llablllty for loss or damage by reason of the followlng: (a) Defects, liens, encumbrances, actverse daims or other matters against the nue, whether or not shown by the public records. (b) {1) Taxes or assessments al any tai,;ing authonty that levies taxes or assessments on real property; or, (2) Proceedings by a public agency whic.h may result in taxes or assessments, or notices of such proceedings, whether or not the matters excluded under (1) or (2) are shown by the records of the taxing authority or by the public records. (c) (1) Unpatented mining daims; (2) resB!"Vabons or excepbons in patents or in Acts authorizing the issuance thereol; (3) water rights, da1ms or title to water, whether or not the matters excluded under (1), (2) or (3) ere shown by the public records. 2. Notwithstanding any specmc assurances which are provided In Schedule A of this Guarantee, the Company assumes no liability for loss or damage by reason or the following: (a) Defects, liens, encurrtirancea, adverse daims or ottier matters affecting the title to any property beyond the lines of the land expressly described in the description set forth in Schedule (A), (C) or in Part 2 or this Guarantee, or title to streets, roads, avenues, lanes. ways or wata,ways to which sueil land abuts. or the ri!tlt to maintain therein vaults, tunnels, ramps or any structure or improvements. or any nghts or easements therein. unless such property, rights or easements are expressly and spec,flcally set forth in said description. (b) Defects, liens, encumbrances, adverse daims or other matters, whether or not shown by the public records; (1) which are created, sutrer&d. assumed or agreed to by one or more of the Assureds; (2) whid"I result in no loss to the Assured; or (3) which do not result in the invalidity or poten~al 1nvalicity of any Judicial or non- judicial proceeding which is within the scope and purpose of the assurances provided. (c) The identity of any party shown or referred to in Schedule A. (d) The validity, legal effect or prionty of any matter shown or referred to in lhts Guarantee. GUARANTEE CONDITIONS AND STIPULATIONS 1. Definition of Terms. The following terms when used in the Guarantee mean: (a) the "Assured": the party or parties named as the Assured in this Guarantee, or on a supplemental writng executed by the Company. {b) "lend": the land desClibed or referred to in Schedule (A), (C) or in Part 2, and improvements affixed thereto which by law constitute real property. The term '"land" does not indude any property beyond the lines of the area dascr,bed or referred to in Schedule (A). (C) or in Part 2. nor any right, ~tie. interest, estate or easement in abutUng streets, roads, avenues, alleys. lanes, ways or waterways. (c) "mortgage": mortgage, deed of trust, trust deed. or other sea.irity instrument. {d) "public records": records established under state statutes at Date of Guarantee for the purpose of imparting constructive notJce of matters relating to real property to purdiasers for value and without knowledge. {e) "date": the effective date. 2. Notice of Claim to be Given by Auured Claimant. An Assured shall notify the Company prampUy in writing in case knowledge shall come to an Assured hereunder of any daim of btle or interest which is adverse to the btle to the estate or interest, as stated herein, and which rright cause loss or damage !or which the Company may be liable by virtue of this Guarantee. If prompt notice shall not be given to the Company, then all liability al the Company shall terminate with regard to the matter or matters for which prompt notice is required: provided, however, that failure to notify the Company shall in no case prejudice the rights of any Assured under this Guarantee unless the Company shall be prejudiced by the failure and then orly to the extent of the prejudice. 3. No Duty to Defend or Prusecute. The Campany shall have no duty to defend or prosecute any action or proceeding to which the Assured is a party, notwithstanding the nature of any allegation in such action or proceeding, ,. Company's Option to Defend or Prosecute Actions; Duty of Assured Claimant to cooperate. Even though the Campany has no duty to defend or prosecute as set forth in Paragraph 3 above: (a) The Company shall have the right, at its sole opbon and cost, to insUtute and prosecute any action or proceecing, interpose a defense. as lirnted in (b). or to do any other act which 1n its opinion may be necessary or desirable to establish the nue to the estate or interest es stated herein, or to establish the hen rights of the Assured, or to prevent or reduce loss or damage to the Assured. The Company may tak.e any appropnate action under the terms of this Guarantee, whether or not it shall be ltable hereunder, and shall not thereby concede 1iabl1ty or waive any provision of this Guarantee. If the Company shall exemse its ri!fits under this paragraph, it shall do so ditigenUy. (b) If the Company elects to exercise its options as stated in Paragraph 4(a) the Company shall have the right to select counsel of its choice (subject to the right of such Assured to object for reasonable cause) to represent the Assured and shall not be liable for end will not pay the lees of any other counsel, nor wiU the Company pay any fees. costs or expenses inC1Jrred by en Assured in the defense of those causes of action which allege matters not covered by this Guarantee. (cl Whenever the Company shall have brought an action or interposed a defense as permitted by the proviS1ons of this Guarantee, the Company may pursue any litigation to final determination by a court of competent 1unsdldlon and expressly reserves the right. in its sole discretion. to appeal from an adverse judgment or order. (d) in all cases where this Guarantee permits the Company to prosecute or provide for the defense of any action or proceeding. en Assured shall secure to the Company the right to so prosecute or provide for the defense o1' any adion or proceeding, and all appeals therein, and permit !he Company to use, at its option, the name of such Assured for this purpose. Whenever requested by the Company, an Assured, at the Company's expense, shall g1va the Company all reasonable aid in any action or proceeding. securing evidence, obtaining witnesses, pro11ecuting or defending the Subdivision Guarantee WFGGNTSD ,. ,. 7. 8. Order No.: 00604059 action or lawful act which in the opinion ol the Company may ba necessary or desirable to establish the tide to the estate or interest as stated herein, or to establish the lien nghts of the Assured. lf the COmpany is prejudiced by the failure o1' the Assured to furnish the required cooperation, the Company's obliganons to the Assured under the Guarantee shall tBflllinate. Pruof of LOH or Damage. In addillon to and arter the no11ces required under Section 2 of these Conditions and SbpiJaUons have been provided to the Company, a prool of loss or damage signed and swam to by the Assured shall be fUTiished to the Company within ninety (90) days after the Assured shall ascertain the !acts giving rise to the lass or damage. The proof al loss or damage shall describe the matters covered by this Guarantee which constitute the basis of loss or damage and shall state, to the extent possible, the basis of calculating the amount of the loss or damage. If the Corrpany is prejudiced Oy Iha failure of the Assured to provide the required proof of loss or damage, the Company's obligation to such assured under the Guarantee shall terminate. In addition, the Assured may reasonably be required to submit to examination under oath by any authorized representative of the Company and shall produce for examination, inspection and copying, at such reasonable times and places as may be designated by any authonzed representative al the Company, aU records. books. ledgers. checks. correspondence and memoranda, whether beanng a date before or aner Date of Guarantee, which reasonably pertain to the loss or damage. Further, if requested by any authorized representative al the Company, the Assured shall grant its permission. in writing, for any authonzed representative of the Company to examine, inspect and copy all records, book.s. ledgers, checks, correspondence and memoranda in the custody or control al a third party. which reasonably pertain to the loss or damage. AU infOllTlation designated as confidential by the Assured provided to the Company pursuant to this Section shall not be cisciosed to others unless, in the reasonable judgment of the Company, it is necessary in the administration of the daim. Fmlure of the Assured to submit for examination under oath, produce other reasonably requested information or Qfll'lt pem'ission to secure reasonably necessary inlormabon from third parties as required in the above paragraph, unless prctHtited by law or governmental regulallon, shall terminate any liability al the Company under this Guarantee to the Assured !or that daim. Options to Pay or Otherwise Settle Cl alms; Termination of Llablllty. In case of a daim under this Guarantee, the Corrpany shall have the following additional options· (a) To Pay or Tender Payment of the Amount of Liability or to Purc.hese the Indebtedness. The Company shall have the option to pay or setUe or comprornse for or in the name ol the Assured any daim 'Much could result in loss to the Assured within the coverage of this Guarantee, or to pay the Ml amount ol this Guarantee or, if this Guarantee is issued for the beneflt al a holder of a mortgage or a lienholder, the Company shall have the opbon to purchase the indebtedness secured by said mortgage or said hen far the amount owing thereon, together with any costs, reasonable attorney,' fees and expenses inwrred by the AsSU'8d daimant which were authorized by the Co~y up to the time of purchase. Such purdiase. payment or tender of payment of the full amount al the Guarantee shall terminate an liability of the Company hereunder. In the event aNer notice of daim has been given to the Company by the Assured the Company offer5 to purchase said indebtedness, the owner of such indebtedness shall transfer and assign said indebtedness, together with any collateral secunty, to the Company upon payment of the purchase price. Upon the exercise by the Company o1' the option provided for in Paragraph (a) the Company's obligallon to the Assured under this Guarantee !or the daimed loss or damage. other than to mak.e the payment required in that paragraph, shall terminate. induding any obligation to continue the defense or prosecubon of any l1tigalion for v.iiich the Company has exercised its options under Paragraph 4, and the Guarantee shall be surrendered to the Company for cancellation. (b) To Pay or Otherwise Settle With Parties Other Than the Assured or With the Assured Claimant. To pay or otherwise settle With other parties for or in the name of an As.sured claimant any daim assured against under this Guarantee. together with any costs, attorneys· lees and expenses incurred by the Assured daimant wl11ch were authorized by the Company up ta the lime of payment and which the Campany is obligated to pay. Upon the exercise by the Company of the option provided for in Paragraph {b) the Company's obligation to the Assured under this Guarantee for the daimed loss or damage, other than to mak.e the payment required in that paragraph shall terminate, including any obliga11on to continue the defense or prosecubon of any l1bgation for which the Company has exercised its options under Paragraph 4. Determination and Extent of Liablllty. This Guarantee is a contract of lnd8llY'lity against actual monelal'y loss or a&mage sustained or incurred by the Assured claimant who has suffered loss or damage by reason of reliance upon the assurances set forth in this Guarantee and only to the extent herein descnbed, and subjed to the Exclusions From Coverage of This Guarantee. The liability of the Company under this Guarantee to the Assured shall not exce11d the least of: (a) the amount of habtllty stated in Sc.hedule A or in Part 2: (b) the amount of the unpaid principal indebtedness secured by the mortgage of an Assured mortgagee, as limted or prollided under Section 6 of these Cond1t1ons and Stipulations or as reduced under Section 9 of these Cond1t1ons and Sbpulations, at the time the lass or damage assured against by this Guarantee occurs, together with interest thereon; or (c) the dlrlerence between the value of the estate or interest covered hereby as stated herein and the value of the estate or interest subject to any defect, hen or encumbrance assured agamst by this Guarantee. Limitation of Liability. (a) If the Company establishes the bile, or removes the alleged defect, lien or encumbrance, or cures any other matter assured against Oy this Guarantee in a reasonably diligent manner by any method, induding libgallon and the completion al any appeals therefrom. 1t shall have fully performed its obliganons with respect to that matter and shall not be liable for any loss or damage caused thereby. Page 7 of 7 CONDITIONS AND STIPULATIONS CONTINUED (b) In the event ol cmy ltt1gation by the Company or with the Company's consent, the Company shall have no liabrl1ty for loss or damage until there has been a Final determ'nation by a court ol competent jurisdiction, and disposition ol all appeals therefrom, adverse to the tiUe, as stated heren. (c) The Cafrt:iany shall not be liable !Of loss or damage to any Assured for liability voluntanly assumed by the Assured in settling any daim or suit without the prior written consent of the Company. 9. Reduction of Llablllty or Termination of Llablllty. All payments under this Guarantee, except payments made for costs, attorneys' fees and expenses pursuant to Paragraph 4 shall reduce the amount ol liability pro tanto. 10. Payment of Loss. (a) No payment shall be made without producing this Guarantee for endorsement of the payment unless the Guarantee has been lost or destroyed, in which case proof ol loss or destruction shall be furnished to the satisfaction ol the Company. (b) Wien liability and the extent of loss or damage has been definitely fixed 1n accordance with these Conditions and Stipula~ons. the loss or damage shalt be payable within thirty (30) days thereafter. 11. Subrogation Upon Payment or Settlement. Whenever the Company shall have settled and paid a daim under this Guarantee, all nght ol subrogaboo shall vest in the CO!fl)any I.Xlaffected by any act ol the Assured daimanL The Company shall be subrogated to and be entidad to all rights end remedies which the Assured would have had agamst any person or property in respect to the da.m had this Guarantee not been issued. If requested by the Company, the Assured shall transfer to the Company all rights and remedies against any person or p<operty necessary in order to perfect this right ol subrogation. The Assured shall permit the Company to sue. compromise or setUe 1n the name al the Assured and to use the name of the Assured in any transaCbon or htigauon involving these lights or remedies. · If a payment on account of a claim does not fully cover the loss of the Assured the Company shall be subrogated to all rights and remedies of the Assured after the Assured shall have recovered its principal, interest, and costs of collection. CLTA Guarantee Conditions and Stipulations (Revised 12/15/95) Order No.: Error! Reference source not found. 12. An>ltr.tion. Unless prohibited by applicable law. either the Company or the Assured may demand arbitration pursuant to the Title Insurance Arbitration Rules ol the Amencan Afbtration Association. ArbJtrable matters may include. but are not limited lo, any controversy or claim between the Company and the Assured arising out of or relating to ths Guarantee, any service of the Company in connection with its issuance or the breach ol a Guarantee provision r:x othef obligation. All arbitrable matters when the Amount of Liabi~ty is S1.000,000 or less shall be arbitrated at Iha option of 81ther the Coo,:>any or the Assured. All art:drable matters when the amount of liability is in excess of $1,000.000 shall be arbitrated only when agreed to by both the Company and the Assured. The Rules in effect at Date of Guarantee shall be binding upon the parties. The award may include attorneys' lees only ii the laws ol the state in which the land is located permits a court to award attorneys' fees to a p<eva1ling party. Judgment upon the award rendered by the Arbitrator(s) may be entered in any court having /urisdicbon thereof. The law of the situs of the land shall apply to an arbitration under the TiUe Insurance Arbitration Rules. A copy of the RI.Aas may be obtained from the CofTl)any upon request. 13, Lleblllty Limited to This Guarantee; Guarantee Entire Contract:. (a) This Guarantee together with all endorsements, if any, attached hereto by the Company is the entire Guarantee and contract between the Assured and the Company. In interpreting any provisJon of this Guarantee, this Guarantee shall be construed as a whole.' (b) Any claim of loss or damage, wnether or not based on negligence, or any adloo assefting such daim, shall be restricted to Iris Guarantee. (c) No amendment ot or endOl"Sement to this Guarantee can be made except by a writing endorsed hereon or attached hereto signed by either the President, a Vice Pras1denl, the Secretary, an Assistant Secretary, or validating officer or authorized signatory of the Company. 14, Notices, Where Sent. All nobcas required to be given the CofTl)any and any statement in Wilting reqi.ired to be furnished the Company shall include the number ol lhis Guarantee and shall be adctessad to· '#FG Nabonal Tille Insurance Co~any, 340 Oswego Pointe Drive, Suite 100, Lake Oswego, OR 97034, Attention: Claims Department f!?i:;;G National Title ln.,urance Companv ~ ,,.·,m,,,.m,om10o,up""'.,.,. · WFG National Title Insurance Company Privacy Policy Notice PURPOSE OF THIS NOTICE Title V of the Gramm-Leach-Bliley Act (GLBA) generally prohibits any financial institution, directly or through its affiliates, from sharing nonpublic personal information about you with a nonaffiliated third party unless the institution provides you with a notice of its privacy policies and practices, such as the type of information that it collects about you and the categories of persons or entities to whom it may be disclosed. In compliance with the GLBA, we are providing you with this document, which notifies you of the privacy policies and practices of WFG. We may collect nonpublic personal information about you from the following sources: Information we receive from you such as on applications or other forms. Information about your transactions we secure from our files, or from our affiliates or others. Information we receive from a consumer reporting agency. Information that we receive from others involved in your transaction, such as the real estate agent or lender. Unless it is specifically stated otherwise in an amended Privacy Policy Notice, no additional nonpublic personal information will be collected about you. We may disclose any of the above information that we collect about our customers or former customers to our affiliates or to nonaffiliated third parties as permitted by law. We also may disclose this information about our customers or former customers to the following types of nonaffiliated companies that perform marketing services on our behalf or with whom we have joint marketing agreements: Financial service providers such as companies engaged in banking, consumer finance, securities and insurance. Non-financial companies such as envelope stuffers and other fulfillment service providers. WE DO NOT DISCLOSE ANY NONPUBLIC PERSONAL INFORMATION ABOUT YOU WITH ANYONE FOR ANY PURPOSE THAT IS NOT SPECIFICALLY PERMITTED BY LAW. We restrict access to nonpublic personal information about you to those employees who need to know that information in order to provide products or services to you. We maintain physical, electronic, and procedural safeguards that comply with federal regulations to guard your nonpublic personal information. If you have any questions about this Privacy Policy Notice, please contact us by writing to: WFG National Title Insurance Company 340 Oswego Pointe Drive, Suite 100 Lake Oswego, OR 97034 Bill To: Dumitru Roman 2120 Jones Ave NE Renton, WA 98056 Phone: (206) 816-2124 Fax: I Code •• ~ti~~~:~~Comp,ny WFG National Title Company 10800 NE 8th Street, Suite 200, Bellevue, WA 98004 Phone: (425) 453-8880 Fax: (425) 453-8881 Order No.: Date: Customer No.: Your Ref. No.: Seller: Buyer: Transaction Type: Rep: Title Officer: Property Address: Description 00604059 02/12/2013 Guarantee -Other (42) NONE Title Officer Renton, WA 98056 2120 Jones Ave NE I 475 Subdivision Guarantee $1,000.00 825 Sales Tax $0.00 TIN: 260522240 Total Invoice Amount Payment of this invoice is due upon receipt. Please reference our title order number when paying or corresponding. 1nvo1cee.rpt Amount $250.00 $23.75 $273.75 THIS MAP IS PROVIDED, WITHOUT CHARGE, FOR YOUR INFORMATION. IT IS NOT INTENDED TO SHOW ALL MATTERS RELATED TO THE PROPERTY INCLUDING, BUT NOT LIMITED TO, AREA, DIMENSIONS, EASEMENTS, ENCROACHMENTS OR LOCATIONS OF BOUNDARIES. IT IS 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 MAP.UNLESS SUCH COVERAGE IS SPECIFICALLY PROVIDED BY THE COVERED RISKS OF THE POLICY. REFERENCE SHOULD BE MADE TO AN ACCURATE SURVEY FOR FURTHER INFORMATION. ' " "' 8 0 0 ..:.... ;; . . . -o . ·-• >-"§ ~e . li--i ~"' lll g: "' • 0.67 ... :::': - 0 0 l SF'"' w z w " en w z Q -e • ' i ' " • .; ~ I z ~ w " en w z 0 ;:i. w < 19 : • . . . . -- SECTION: 05 TOWNSHIP: 23N RANGE: 05E LOTJ ~s . 91 RENSP61H'7 24025 SF 3561 . . . " "~ • " 0 N eo-~9 Ii: "' LOT4 "' ---LOT1 ~ POR, -- ~ 12260 SF\:: 3562 N 118-16•14 Rl.55.03 255. 4 -- 35305 SF 3602 I I I I I I l.26. 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'""'~ uo.o I 0 ,.. • '""'" • ,.. ·-. -· ,_ 7807210769 AFTER RECORDING MAIL TO, Ownitru and Adriana Roman 19925 133rd Avenue SE Renton, WA 98058 I\\\\ 1l\ \\\\ \\\\ ,in\\U\\I II\\ \\II \I \\II\\\\\~\\\\ I\\\\ i!lJ,'Ps?ul 100J:l 48 PAGE-001 OF 001 02/11/2011 15:32 KING COUNTY, UA E:2478376 02/11/2011 14:38 KING COUNTY, UA 20110211001148.001 TAX S7,107.20 SALE $399,900.00 ?AGE-001 OF 001 Filed foi-Record at Request of: Northpoint Escrow and Title, LLC Escrow Numbci-: 30048297 northpoint escrow + title ordern~ Statutory Warranty Deed Grantoi-(s): Jessica Ko, a single pei-son, since the date of acquiring title on Novembe.-10, 2010 Grantcc(s): Dumitru Roman and Adriana Roman, husband and wife Abbreviated Legal: PTN LOT 2 OF SP 8805099006 (LOT A OF BLA 9S 11299005) Additional legal(s) on page: Assessor's Tax Parcel Number(s): 3343903203 THE GRANTOR Jessica Ko, a single person, since the date of acquiring title on November 10, 2010 for and in consideration of TEN DOLLARS AND OTHER GOOD AND VALUABLE CONSIDERATION in hand paid, conveys and warrants to Dumitru Roman and Adriana Roman. husband and wife the following described real estate, situated in the County of King , State of Washingcon: THAT PORTION OF LOT 2 OF SHORT PLAT NO. SHPL-060-87 AS RECORDED UNDER RECORDING NO. 8805099006, RECORDS OF KING COUNTY AUDITOR, LYING NORTHERLY OF THE FOLLOWING DESCRIBED LINE, BEGINNING AT THE NORTHEAST CORNER OF LOT 4 OF SAID SHORT PLAT; THENCE NORTH 89{19JEOOO EAST ON THE EASTERLY PROJECTION OF THE NORTH LINE OF SAID LOT 4, A DISTANCE OF 226.50 FEET TO A POINT ON THE EASTERLY BOUNDARY OF SAID LOT 2, SAID POINT BEfNG SOUTH OO\:)JSA:326 EAST A DISTANCE OF 326.88 FEET FROM THE MOST NORTHEASTERLY CORNER OF SAID LOT 2, AND THE TERMINUS OF THE HEREIN DESCRIBED LINE; (ALSO KNOWN AS LOT A, KING COUNTY BOUNDARY LINE ADJUSTMENT 95-093, KING COUNTY RECORDING NUMBER 9511299005) SITUATE rN THE CITY OF RENTON, COUNTY OF KING, STATE OF WASHfNGTON. GRANTOR ACKNOWLEDGES THAT TITLE TO THE PROPERTY IS MARKETABLE ATTJIE TIME OF' TIIIS CONVEYANCE. THE F'OLLOWING SHALL NOT CAUSE THE TITLE TO BE UNMARKETABLE; RIGHTS, RESERVATIONS. COVENANTS, CONDITIONS, AND RESTRICTIONS, PRF.SENTL.Y OF' RECOK.D AND GENER.AL TO THE AREA; EASEMENTS AND ENCROACHMENTS, NOT MATERIALLY AFFECTING THE VALUE OF OR UNDULY TNTERFERJNG WITH GRANTEE'S REASONABLE USE OF THE PROPERTY: AND RP..SERVED Oil. AND/OR MJNlNG RIGUTS. Document Date: 2/3/20 I 1 ~ By --::::::=::::--Jrnico STATE OF WASHINGTON County of King ss, I certify that I know or have satisfactory evidence that Jessica Ko is/are the person(s) who appeared before me, and said person(s) acknowledged that he~hey signed this instn.Jment and acknowledged it to be hisf@their free and voluntary act fo.-the uses and pu.-poscs mentioned in the instrument. Dated this ] Notary Pu lie . and for the State of WASHINGTON Residing at bc-<:>\c-C1'°''~'-'. wA My appointment expires: 8;" {\5"1' t I = '~ -.o ., z ;~ ,_ ,z 1- )! ~ ~· ~-ur, ~· ~ 'j ,,',. ) '.., WIIEN REOOROUI Ril\lllNlQ OfOi:,,olQ,oQIJo.k RmlOII Mun!clpal ltull4IIII 200 Mill Av-Sout1i ll,·:.Jv"-WA 9SOSS C, C, • CITY OF RENTON, WASHINGTON ORDINANCE NO. 4362 AB OJlDIDADCI OP TRI CITY OP RDTOD, lfASBIDGf'OD, B8'1'ABLISBUJG All ASSISSMIDT DJSftlICT FOR IWIITJUlf SnBR S&RVICB ID A POR!JOEI OP TBI Dmr!OALI SUB-BASID ADD liB~A.81.ISBIOO TBS JUCOUDT or TD CJIAR.GI UP08 COJIWBC'l'IOD 1'0 HI PACILI'!IIS. TH! CITY COUNCIL OF THE CITY OF RENTON, WASHINGTON, DO ORDAIN AS FOLLOWS: BICTIOP I, There is hereby created a Senitery Ssver Service Special Assessment District for the area served by the West Kennydale Intercepto:r in the northeast quadrant of the City of Renton, which area is more particularly described in Exhibit ·A~ attached herein. A mop of the service area is attached as Exhibit "B", The recording of this document against parcels of lend within ~he boundary af the Wost Kennydale Interceptor area is to provide Notification of Potential Assessment and interest charges. While the assessments may be paid at any time, the City does not require payment until such time as the parcel is connected to and thus benefiting from the sewer facilitiP.s. S§C'l'IOD II. Persons connecting to the sanitary sewer facilities in this Special Assessment District and which properties have not been charged or assessed with all costs of the West Ke~nydale Interceptor, as detailed in this ordinance, shall pey in addition to the payment of tho connection pemit foe and in addition to the special utility connection ch,arge, tbo following additional fees: A. ,,.,,.L.._.ua .... tt&....>C!! .... •= (See Exhibits ••• and ·a· l. connections of residential dwelling units or equivalents aball pay a fee of $525,00 per dwelling unit. • • ,, 0 • I 0 0 '-te rrta~~-_: · I · ...... Zmett1:rw t r -, 12 X!• ~ ' -' ,~ . -----~ - ,;.. --- ' ' ' ~ ' ' Description: King,WA Document -Year.Month.Day.DocID 1992.902.1077 Page: l oE 42 Order: 204656 Comment: 0 = 0 • - ··',, ORDJJWfCB ao. 4362 • D") • a. IOlNld rront footage 11rr1 Cbara•a (Sue Exhibits ·c· and There is hereby created a sub-district within the West Kennydale Interceptor Speociol Assessment District consisting of properties fronting on the interceptor sewer. The properties to be assessed for zoned front footage and the amount each property ie to be assessed is described in Exhibit "C" attacheei herein. A map ideneifying the properties within the sub-district is attached as Exhibit "D," The properties located within this sub-district ere subject to both charges (Unit end ZFF), §BC't'J:OD III. In addition to the aforestated charges, there shall be a charge of ten per cent (101) per annum added to both the Per Unit Charges end Zoned Front Footage Charges, but in no case shall such added interast charge be in excess of on& hundred per cent (1001) of tt:.e original assessment cost, Interest charges should be si.Jt'lple interest and not compound interest. SIC:J'IOD IY· This ordinance is effective upon its passage, approval, and tbirty (30) days after publication. PASS!D BY THE CITY COUNCIL tbis ~ day La 1.ty At orney Date of Public~tion: August 21 1 1992 OR0.251-7/10/92:as. 2 -• ----• ' -• --r -~ , ' r . ..----, ;-' , -~ City Clerk Description: King,WA Document Order: 2Q4656 Comment: Year.Month.Day.DocID 1992.902.1077 Page: 2 of 42 • o. • .. 0 • 0 - w :! ~ ·~ • ~ '• . '~ ~ ~ ~~ ;ct~· 'vi: ·1 ~. ;j ~ ~ ~~ ·~ ~~ ' 8w 0~ I 0 1w .~ ~- ~~ .-- w u ~ " .)'• j I :1 ., r-r- 0 N 0 CJ' 0 N J' 0 9 • EXHIBTT~A• WF.sT KENNYDALE INTERCEPTOR SPEClAL ASSESSMEITT DISJ'RJCf BOUNDARY The bods Included within the West Kennyd:llc lnterccplor Spcctal Mscssmenl District boonduy are contained within Scdioiu 4 :llld S, Township 23 Nonh, Range 5 East W.M. The boundary for lhc districl Is described as follows: Beginning at the NW comer o( th<" Urch subdlvlsJon as recorded in Volume 88 of Pfats, page 79 rcrords of King Coun1y, Washington, wilhln the NW 1/4 of said Section ,, Thence c:1s1crly along the nonh line of s:ild Plat 10 the NE comer of Loi 2; Thence southerly along the cast line of Lot 2, said Pbt of Urch subdivision and its southerly cxlcnsJon, to an inlcrscclion with the south line of NE Z7th CT. S;aJd point of infcl'SC'cl!on also befog .a point on the nonh line of Lot 8, said Pbr; Thence West alonR the north line of Loi 8 to the NW comer thereof; Thence south alon8 the west llne of Lot R to the SW comer then:of; Thence C35t :dong the 1nuth line of lot 8 to the SE comer thercor. Said SE comer also being a point on the west right-of-way margin of Jonoi Ave NE; Thence cutcrly along the easterly c~cnsion of lhc south line of Lot 8, to 2, point of inlersecUon wi1h the e:as1 right-of-way margin of Jones Ave NE, within the NE t/4 of uid Section 5; Thence 001th :along said right-of-way nurgin to the NW comer of Tract 277, C.D. Hillm:m's We W:ashington Garden of Eden, Div. No. 4 :is rcrordrd in Volume 11 of Plats, page 62 records of K.lng County, W2.shington; Thence N. 89" 43' 59• E. along the nonh line of Tr.iclt: 277, s:ald north line: :also being the north line of Lot 1, :15 ~tablished by~ fOl().85, bearing King C.Ounty recording #8510189001, a dist.:mcc of90 fi., to the NE comer of.said Lot 1. Then~ S.00° H' 45" W. :dong the ca.st line of said Lot 1, a distance of 87.28 ft., to the: SE comer thereof; Thence N. 89" 52' 13" W. atong lhc south line of said Lot I, a dist:ancc ol69.8S ft .• to the be-ginning of~ curve to rhe right Nvlng a radius of 20 ft.; Thence along S:Ud curve and sa.id south Jot line, through a ccntnl angle ot 90• 25' 58" an arc lcnglh of }1.57 fl. 10 a poim on the nst rtgh1,of.way line of Jones Ave NE; Thence S. oo• :B' 45" W. :tlong the cast right-of-way line of Jones Ave NE. a <Usuncc of 90 ft:., ro rh~ beginning ofa curve 10 the rtghl tuvtng a r.tdius of20 ft.; h'd ?l·.-.J)l)(:111,IUl/l>h 1,111191 ,;;$( ; tt " r a • Jra I 8511 · · . · · r Me· ~,,r mt Description: King,WA Document· Year.Month.Day.DocID 1992.902.1077 Page: 3 of 42 Order: 204656 Comment: • 0 -· ,::,,;.· . ,i . - "' ·~ JG:= ·t ~~ i _';'.! . "' w -x z-w ~I: ~w a w x~ --~- '" u -0 z ., ,-. r-- Cl N 0 g; N ~ 0 Q • Thence along s:aid curve :tnd lhc northerly line of Loi 2, UA # 010.SS, lhrough a ccntnl angk of89• }4' 02" :m arc length or 31.26 ft.; Thence S. 99• 52' 13" E. along the nonh line of said Lot 2, a distance of 70.15 ft., 10 the NE corner thereof; Thence~. oo• H' 4~· • . along the ieaiit line o(s:Ud Lot 2, a dLs1:1ncc of 87.28 Ct,, to lhc SE corner thereof. s:· · SE comer al'IO IX'ing a point on the south line ofTr:ac1 27S uid Plat or C.0. Hillrm1n's Lake Washington G:irden of £den, OJv. No. 4; Thence easrmy along the south line of said Tract 27S and continuing easterly alona I.he south line of Tract 255 to the NW comer ofTr.act 254, ~id Pl:.u; Thence southerly aJOtJg the west line of said Tract 2S4 to [he north line of the S 1/-4 of said Tn.cc.; llumc, e:utcriy along s:ild nol"lh Ii~ 10 the wtst line or the E 70 ft. of the S 1/-4 or aaJd Tr:ict l~4; Thence So.)Utherl}' along sa!d wesa line and IU JOuthcrly :xtcnsiun to :m lntcrstt!ion with the south right-of-,vay line of NE 24th St; Thence wcs1crly along the south rigJ11-of.way Unc of NE 24th St 10 lhC' NE comer of Track 26Z, C.0. Hillman's Lake Washington Garden or Eden, Div. No. 4; Thence: southerly .:ifong lhe c:isl line o( said Tnck 262, to the SE comer thC'rcof, S..id SE corner a.I.so being the NW comer o( Traci 252, C.O. HIiiman•, L:lkc WashinKlon Garden of Eden, Div. No. 4; Thence easterly along the north line of said Tract 2~2 to a point or ln1e1"X"c1lon woh the nonherty extension o(thc west line oflhc casl 150 ft. of said Tnct 252; Thence southerly along said nonherly extension and said west line, tc, a polfn 1,0 ft. west :and 150.6 ft. north of the S£ comer of s:iid Tn1'1 l~2. within the 5E 1/4 of said Section 5; Thence soulheutttly, 21 distance of84.S8 ft., 10 a point 91 ft. north and 90 ft. 'Wnl of the SE comer o{ said Tract 2S2; Thmcc southc:aslcrfy m :a point on lhc nsc fine of Tnct 252. wh6ch poinl. Un 70 ft. north of the SE comc-r of $.'Ud Tract 252; Thmcc south :ilonB s.:2ld e.,sa line ol Tr.ad 252, a ~ of 10 ft., to the SE awncr thereof. Saki SE comer also bcins a point o( 1n1enccuon of the wna 11&fl•-ol-way llnc of Aberdeen Ave. NE. Wllh lhc nonh r11tud-w1y line or NE 20th St; llk!nce easterly along the easterly cx1e11Skln of the touth line of Tract ·252 10 lhe cua light-of.way lJnc of Abcrcken An-. NE. and 1hc SW comer ofTrKt 243, C.D.1Ullman'1 Lake Washington Garden of Eden, Div. No. 4; ''"SC-' l 'Jl.'IMfl l)t)(:.,AMll/l>tl ·,mrrre • • • l 3§,..]0 i 3i On Z-7T"'Mrzii'ft:= -~.!!:-= Description: King,WA Document Order: 2Q4555 Comment: Year.Month.Day.DocID 1992.902.1077 Page: 4 of 42 w 8 ~ 0 z . ~ : ,~ . z . f ~ i ~ I « ·~ ;d.~'. ~ VI: ! ~L I ~, ' :: ' : z w~ lL • « ·~ : ..,.,::. \%~ ~c 0 ;!: : i-;! z~ w !I::? alw ·oo Q . '" ~~ ~~ '" '. ~ ~ j' j ' I ,._ ,._ w (\J 0 s (\J ,]' 0 0 • Thence northccly along rhc west line of ~:iid Tr.ict 243 to the NW comer thcrcor, within the NE 1/4 of s,.id Section S; Thence easterly along the north lines ofTra.Ct.S 20,234 and 225, C.O. Hlllm:m's Lake Was.lilrlgton Garden of Eden, Dlv. No. 4, to the NE comer of said Tr.tee 225; Thence southerly along the cast line or ~id Tract 225, a distance of 30 ft., to the NW comer of lot l, Block 2 oflhc Edendale subdivi.slon a, recorded in Volume 60 of Plats, page 81 ~cords of King County, Washington; Thence easterly along 1he north llnr: of Uid Bfod: 2 and Its easterly extension across Dayton Ave. NE to the NE comcro(Block: l of ~d Edendale subdivis.ion; Thnitt southerly along the cast line of said Block I and lhc westerly right-of-W2y line of Edmonds Ave. NE to lhc SE comer thereof, within the SE 1/4 of said Section S; Thence nonhc-:a.stcrly to an lntc~ction with the NW comer of Loe l, Block I of the Husd:tnds 1st Addition subdivision :as recorded in volume 54 of Plats, p:agc 26 records of King County, Washington, wilhin 1hc SW 1/4 o( said Section 4. Sa.id NW cumcr also bdng a point on the c:lSl right--of-way line of Edmonds Ave. NE; Thence C'2Sterly :tlong the nonh line of s:aid Pbt to lhc NE comer thettof; Thence southerly :llong the case line of 531d Plat to the SE comer thereof; Thence westerly along the sourh line of said Plat a;1d its westerly extension to an intersection with chc w~ right-of-way line of Edmonds A\·c. NE. within the SE 1/4 of said Section 5. Said intersection also bciqg a point on the cast liitc of Tr:.ict 208, CJ). Hillman's lake Washington Garden of Eden, Div. No. 4; lbencc southerly along the cast line of sa..id Tract 208 and 1hc westerly right-of-w11y Unc: of Edm.Qnd.s Ave. NE. to an in1Cl'5ttllon with the nonh line of lhc S 1/4 thereof; Thence wesierty along the nonh line of the S 1/4 of said Tract 208 to an h1tcrscction with the cast line ofTn.ct ?IS, S:Ud Plat; lbcncc:: southerly aJong the ca.s1 line o{Tnr,ct 215 to the SE coma thereof; Thence westerly aJons the south line ofTnct 21 S to the SW comer thereof; Thence northerly :dong the weslcrl}' line of Tr.act 215 co a point which is 35 ft. soulh of the mc»t southcasccrfy comet ol Lot ~. Woodland 1'crncc as recorded in Volwhf: 71 of Pbts, page 96 rccon:ls of K.lng County, W:ashlngton. Said poinl also bcin& 91 tc. north of the SE comer ofTnct 226, C.D. HUJman'I I.Ake Washington Garden ol Eden, Oiv. No. 4; The-nee wnc.crty on a line which is puallcl to and 3~ fl. southerly or the south line or Lo1 5, s:.id Pbt of Woodland Terrace, to a Unc which iS parallel to Uld 101.91 ft. wcsicrty of the cast line of s;ald Tract 226; I ;• • • • ' . . :f >. ' -:..-~ .... ' . 717 Tl tifi·fll [LrlWff T ?/ , 32,,),5Jg Description: King,WA Document order: 2Q4656 Comment: Year.Month.Day.DocID 1992.902.1077 Page: S of 42 ~ :: :, z ~ X ~ lz ·J ~ ~ a ':I !G~ l V,; .~ '~. ! ...I(. .·.::::~ ;~: 1ao ; .... >-, ~ ~ lx~ ,1-~ ·:,::z i=~ ·; ;~ -~~ ,g~ 1~0 xv ·~- ' ~~ I ' I . ' 0 • Thence northerly along said p:i.raJ.lcl Unc a distance of 35 h. to the SW comer of saJd Loe 5. Said SW comer also bdns the SE comer of Lot 6, Pbt of Woodland Terrace; Thence westerly :i.long the southerly line of Lots 6 and 7 to the SW corner of said PJ.u. Said SW comer is also a point on the cast line of TrKt 2H, C.D. Hillman's Lake Washington Garden off.den, Div. No. 4; lhcncc northerly on the eut Unc of said Trai::1 233 to a point which is 47S ft. IOUth of the north line of s:iJd Tr.act 2H; Thence a:csterfy on a line which Is panaUel to and 475 ft. south of the north line of Tract 233, to :Lil intersection With the eas1 right-0f-w::1y llPc of Blaine Ave. NE; Thence westerly 10 a point on the west right-of,way line of Blaine Ave. NE. Said point being 110.96 ft. north of the south line ofs:ild Tract 233: Thence contintdng westerly on a line par.i~I to and 110.96 ft. north of the south line of Tt2C1 233 10 a polnt on the west line of a.id Tr.act 233; Thence southerly along r1K west Jim: of Tr:icl 233 lo the SW comer I.hereof. Said SW comet also being the NE comet of Tnct 245, C.D. Hlllnwl's Lake Washlngton Garden of Eden. Div. No. 4; Thence southerly :along the e:ist line of Tr:act 245 to the SE comer thereof. S:aid SE comer also being a point on the north right-of-way llllltgUl oJ NE. lGUt St; Thence wesr:erty along said north right-0f•w:ay aurgin and ils westerly extension :across Abcrdceq Ave. NE to an intersection with the cast right-of·w:ay line of Monterey Court NE, as shown on the Plat of View Tcmace as recorded in Volume 12 of Plats, p;igc 32 records of King County, Washington: Tilencc No• 31' 55" E :along the e:ast line of S:.tid Plat, :i. disUocc of237.00 ft.; Thence N 99• S8' I 5" E following s:Lid Pbt boundary, a dblancc of 25.00 ft.; Thence: No• 3)' 55" E. a diSWlcc of 346.60 ft., more or less, to the NE corner of said Pb.t; Thence S 99• 39' 40-\V along the north line of the Plat ofVicWTerracc, a dist:lncc of 252.35 ft., more or less, to the NW comer of sud Pw:; Thence S o• 31' I~ W along the west line of~ Plat, to tJlc SE comer of Lor: 30, Plat ot Hip1c, 21 recorded in Volume 113 of Pbts, pqcs '64-46 tttocd5 of King County, W,shmg1on; Thence S 59• O' 54" W along s::aid I.al ,0, a disrancc ol '14 fi., more or lcs.1, to an intctsC"aion with lhc ca.st tighl-of-w.ay line of McintCft')' Avt. NE; -· '>2·\111 n111:1.omitll'I D i Description: King,WA Document Order: 2Q4656 Comment: Year.Month.Day.DocID 1992.902.1077 Page: 6 of 42 • 0 0 • tttr:mir I ~ u 8 z ~ ~ z )~ ~ . ::; . ~-'u,- : </1: . ~ ~. ~, ~ % ~-E < 1 e: ' ~::::: ' %~ O-< " :!: w 0-% z-~ 2:0 ~ ... .... u .g~ r-- w Q 0 %~ N ,.._ ~t:: 0 "' 0 w N ~ "' Q % j I 0 • Thence southwesterly :ilonM the southwcuerty extension of ltk: south line or s:1td Lot 30, a distance or <;O ft., more or lcS&, to the wnt right-of.way line of Monlcrcy Ave. NE; Thence southerly along the west right-of-w:iy line of Monterey Ave. NE to a point of lnterstttlon wilh the nonh line of the sou1h 200 ft. ofTr:tct 26S, C.D. Hillman's Like Washington Garden of F.dcn, Div. No. 4 extended ~tcrly: Thence S s9• 59' 33" W along said eastcrty extension and the north line of the south 200 ft. ofS.Lld Tr:ict 26S, to the west line ufTnct 265; Thence No• 32' OS" E aJong s:ald wcsc line, a distance of2S.OO Ct.; Thence S e9• 59' 33" W, a dL'itllnce of 252.33 ft., more or less, lo the SW comer o! Lot 3 of s:iid H!g:uc Plat, Thence northerly along the west tine of said Higatc Pb1 to lhc NE comer of Lot 9, Crtsccnt View Addition, a, recorded in Volume 97 of Pbt,, JXIBC: 49 records of King County, Washington. Said NE comer also bcinR th,e SE comer of Tract 285, C.D. Hillm:m's Lake W:uhlngton G:mic:n o(Edc:n, Div. No. 4; Thence westerly along the south line of s.,id Tract 285 10 the SW comer thereof. Said SW comer al,o being the SE comer o( Traci 292, C.D. Hillman's Lake Washington Garden of Eden, Div. No. 1; Thence northerly along the west line of !:ild Tract 285 and the e:is1 fine of .sa[d Tr:i.ct 292, to the SE corner of Loe 4, City of Renton SP 130:,a, A.F. # 7807210769. ~id Plat being a portion of "3id Traci 292; Thence \Ve5tc:rly :dong the south lines of Lou 3 2nd 4, s.tid Short PLlt, 10 the SW comcrcflot 3; Thcm:e northerly along ~ west line or said lot j to the NW comer thereof. Said NW corner ~l!IO being a point on the south right-of·way line of NE 20th St.; Thcncc e:i.sccrly along Ii.ltd right-of-way line to an IAlcr,cctlon wtr.h the southerly extension ora line which lies par.aJlcl to and IS5 ft. c:UI: orthc west line o(Tnct 293. C.0. Hillman'$ Luc Wuhlngton, G:udcn ot"!dc:n. Div. No. 4: Thence northerly along the southerly extension or aid pu:illcl Unc:, a. distance of 6o ft., more or less, to a poihl on the not1h right-of-way line of NE 20th, which point Ucs 155 ft. cast of the SW comnofsaict Tnact 293; Tht"llCC' coniinuing nonherly on said par.tUc.l linc a. distance of 120 ft.; 11,c-ncC' wc-51.erty on a line 120 ft. north or and p:i.ra.llcl to the south Unc of said Tract 29.\, a dis1.1ncc: of I "i~ ti .• to a point on the c::&:st right-of-way line: o(Joncs Ave. NE; '"'' 'll \IIMIMll",~Mllftil\ I r ' 0 p • • ' ' ~· · ··nen-··· r·Tz s?Etffl · . 77'"::?fTtH•· Description: King,WA Document -Year • .Month.Day.DocID 1992.902.1077 Page: 7 of 42 Order: 2Q4656 Comment: • 0 32xlo t1?.:.~.·-~-- 0 = ~ ,::; d;- "'' v> w ~ ~ ~~ ,-- • . )~ /~ ·~ -r- .',. i ) -, 0 • 1l1ChC'e wcsrerty to an ltlletKCUon with die north llnc of the S 96.66 J't of Tract 3Z6, C.D. HIiiman', Garden of Eden, Div. No. 5 u recorded in Volume 11 of Plat1, page 83 records of King County, Washington. a, S.Ud north line lntetscets the wes1 rtght-0f- way margin of Jones Avr:. NE, within the SW 1/-4 of said Scdton 5; Thence westerly a.long lhe north line of lhc S 96.66 ft, of uJd Traci 326, 10 an lntcrscctJon With the: easterly right-of-way line: of State Highway I (SR -405); Thence northerly aJons aid e:werty rtght-0f-way Um~ of State HighW2)' I (SR 40,) to the NW comer Qf the Urch subdivlslon, Within the NW 1/4 of .:-.id Sect.Jon 5. SaJd NW comer also being the point of beginning. -·· ',JJ.,llllt 111.X'JAIIUl/htl "" --' ' '., .,. 1 ·---·-' 2'~1.uiz= ____ - ------ ' p Description: King,WA Document -Year.Month.Day.DocID 1992.902.1077 Page: 8 of 42 Order: 204656 Comment: • 0 • .• 0 '-- 9 I ® © xlP ·~ ... !,1 -~ ;; 1'"" I~ .... ~ '.;~ : ; u,- ~ ~' : '~~ .1 ,~ ;'1.1.1~ ''!, '~ ,i VI::. _! ' ·1 ~ :i :1· .~~- z . -., : ~t .: : : !e ! ;~~ ·1 ·~ i i=:::: ' :~!:: : N I.J • i CJ' u ... " " l / ' ~ l i : . 0 0 • B Description: King,wA-Document -Year:MOnth.DBY.DocID 1992.902,1077 Page: 9 of 42 order: 2Q4656 COll'Dl'lent: 0 • .. 0 • - f:j --• °""" 0 0 • p..,. 1 F\JABE1I JAMEi PI t.OT·2BLOCK· UflCH S06DMSIOH L£$S Wt FT Miu.EA TODD A UAOH SUIICM8ION lE$S W t ,.,. 111:kHEUTHCT RENTON WA CCIIII-ZM5 ,CAIi ~ 2 Gist OEOAGE W can LOT-3 81..00K, UACH SU8DMSIOH 18211 IE Z711i CT AEHTON WA N05f.2245-CAIIII Parcel 3 SMITH OA'VlD A 1DNE27THCT RENTON WA III05&22'5-CRIII LOU 9LOCK· URCH SUBOIVISION Fwoalf ONlLMAH flACHe_lCE1119 I.OT-1111.0C!(. !JACH SU80IVISION 1127 NE 27TH CT RENTON WA -.22o11-CN1 7'.08 121.1444 111.10 1211.1 .... '5.11 G.1W N.U 129.1444 "' COST 12.m.02 IU1S.M I l I ! r • 0 g; ------------------------------- I ' I 'I . ' :.-·-' j' N (]' P-.i 5 SCHELL AONAU> l LOT .a lll.OCIC• !RH SU8DMSKJN 11121 NE 27TH CT RENt0N WA iClllllHMI .QIIIJ flaoaf I PORTE IN«JA1' If' TCOD P L.OH s.oc«-IM:H SUBDMlfON tt1 IUt& Z7'l"H C't AEHT'ON WA NCIHMi 41111 KCTok#t:~ 1W Tu A.xi~ U ... --... ~c, LOT of I I a.oa(. EUXJH ACMI AOO l'~A aTY Of: AENT0N IHORT PUT S,.19 Rf<: I# I IE1.0CW AICAES ADD IWICELA cm" OF AEJffl::lrt SHORT Pl.AT S.,.70 REC I# f1'10t130772 IO PUliT W 1.0'I' 11.£111 NC:0"0, 1170 F'1' I AU.LOf I ..... CU4 at.1444 11,8$1.13 71,Clt 1:11,1444 12,071.17 0 • I ia 1 1 0 tefftfSPb · ·w-ctr ,h'frs:32?<-,~"' .. . :#t t: Description: King,WA Document Order: 2Q4555 Comment: Year.Month.Day.DocID 1992.902.1077 Page: 10 of 42 ,;'!"_ ..... , •• ,, l w ~ 0 z ~ ~ ~ z . /~ ~ , I ~ ·; .... ,u• i ~; i '.j'c. ; ~ I.::::. I ~ I IONOLE DONNA 41112'1 IJE ZIITl1 AVE EHUMC\..AW WA '8022 KCTu:Aoctf:~ 0 0 • LOT·W SI.OCI(• ELDON Aef!ES PAACa O CITY Of IU:NTON SHORT Pl.AT S,.7aAEI:: AF l770413 ELDON ACAEI PAACel. D ~ OF IIEHTOH stf()ft1' Pl.AT 3:J.-111 REC /IF f77'04130772 SD PI..ATOI.F LOTS LESS N 80 FTOFE1'70 FT&ALlLOTS ParOIIM N~El'I AICHAROJA LOT•7.fat.OCK·El.DON ...cll£SA007 LESSN ~1111 2!i1TNi!JONES 12lFTOFE130FT&ll£SSSMFT FIENTl)N WA 8111)511.Z!1lt .C"81 LESS 8 ELDON ACRE8 ADO 1 KC Tu ACd f; CIC15 05 Pwcar 10 ZEVART F L LONII ISLOCIC· QDDN ACAS MX> & M FT 2508 Ne: J0NU AVE LESS ST ELDON ACIIES ADOS 1M Fr LESS Ill RENTON WA DI056-Zl72 .cN1 r,.. KC Tmi ~ ,-2296504'4&,,(M c-a """'" WATl'PFI u:>T .a BLOCK· El.DOM ACREI AOO Ii IO FT f I , ... ,1 s:n.1.... ....218.23 a:,.oo $29.1'*"' A.331.58 ___ .., f I 85.33 $2!J.f...... $2,487.00 t .... ........ ......... 21 ~ 243:JNEJONISAVE MEAS Al.Cl i SUBD LN El.OOH ACAEI ADO I · RENTON WA*51 N 110 FT MEAi AL.Cl E SIJBO LN KCTUAOdt': Zl9850-005Hlll _,, QfW(f GEOAGE K LOT-I a.oat-El.DON ACRi:S ADD SM FT ..... 129.1444 12.487.(1) I ' I ., I 2425 NE JONES AVE MEAS Al.Q E SU8D LN El.DON ACfl!a ADD RENTON w ..... S M FT M!AS ALB I! SU8D LH l(C Tu AC1C1 le 2211fi''ii),()')9'J,,07 """'" HILLJAYQ LOT-10 BLOCK· ELOON M:MIADO .... ta.1444 ....... a,117 NE JOfrESAVI N 1'2 LESS POR WI.V 0/F CAEE1C ELOON ACM1 RENTOtil WA '*6 AOD N tf.11.£81 POR 'M..Y C.CAEEIC KCT..-Acat: •• flDl55m! "'"" 1) llllllolbdiM:IDplll•--lality'on .. ~111. ,la-,.IQlallOICJIICIIIO-~Ol:l,m,,o,;,,mc:,ttc. T?lnbe., ,---.u.11 ..... i....a,Ccm.O.~-dapllll ...... llJIIO~·-natlli;IIIOIIC .......,,,,_,,(pc,,o;,14, 2' ~1ot11dlllfolallada•*'fallrl'IIJ.......,.on•lllla,..'-.. ~111'9t~peio;IWI .. -. ~ ,.....,. ... ,1.11..a:q, l'lcd:ltlQrCodt. .. lll)IIGl:II_.-.. • .......,___. two Miao;la. ~ t,fllOIICUld;,ry..._, lcllt 7 l I Elldl M paro;,1.a lWdon• .._ """"" :( J ----n. ...... 1 --, ~· ,, ·e\lritDME'E • I dttlP, Description: King,WA Document -Year.Month.Day.DocID 1992.902.1077 Page: 11 of 42 Order: 2Q4555 Comment: 0 • I 0 0 , .. ·'71,./..,,a~ .. ~ I.Q 0 = 0 • - 0 I I NE 28th ST ~ ~ -T ! / -----2 1 I -3 --{NE 27th CT 4~6 ......._ D PROPOSED ZFF I--7 --7"1110UNDARY -. . 8 0 --H ,P 9A I-- "' !I! > --... 98 > ;, --... 0 10 Ill Q --11 I ... I ~ 12 ~ 13 - I-------1 0 _y. NE 24111 ST I @ CITY OF RENTON I DBPAlft'llmfT or -=- EXHIBIT , D' ' I tj ., • I -·· '--..... , •• 1 .. ,-. -. KIG.ztr -·------IClf" I a,, I -. ,· -'); f; __ .,,..... t --r ;~trt:"IP .,.,.,g J___ 'e-tr Description: King,WA Document -Year.Month.Day.DocID 1992.902.1077 Page: 12 of 42 Order: 204656 Comment: 0 0 L 32xlD = - ., 1 0 .o • WEST 1(£NNV041.E SfllCIAL AIIUIMeNT OIS1'Nc.T ROU. OI PAACEI.I WITHIN DIITAICT ----. .,_ KCTuAocllt:~1 ENO~ JOMil W I J.,Of1'M A 2125NE~IWI "'"'°"WAtl05ll-270B HATCH ELMER C 2117 HE Edmclo'lda Awo A1n!On WA N05f-2705 • PINCOMSE AOIIERT 2101 NE E4mondll Ave ~ WASII05&270l!I • GIWWol VIOLA 8 2025 NE E._,.M A..-WA IIIIOY-fflll CANNON HEHRV H JR E01181 l017 Nii: forlonaAwa R.rw;,n w,,. NO&ll-27<* MANlil BEOAGE L CM71 :IOl»NEEdfflllnll91,.,,. ,__,WAlil806&-270I ,:c Ta AicO .t. l253aO·OlHOl5 KEll Y WOODAOW O 01 n 10011Ee.......,- "-'-' WA IIO»:mllll KCTa,f,c:dt: 2511! OCMOoe LOT .. BLOCI<• 11!~ ADO 0 r I Description: King,WA Document -Year.Month.Day.DocID 1992.902.1077 Page: 13 of 42 Order: 2Q4656 Comment: • Q • .. 0 I - ,J --i PINZAAVVOHDHom 2000 NE l)aytDn Ave E A,,r.., WA IIOU-27:1 KCTu:Aol:llt:~ tO DEAN FIOBERT E C127' 2001 NE~ AweE R9r'llonWa.~:tl 0 0 • WEST 1CENHYOAU: SPECIAL MSESSM£HT Dl3TAICT ROU OF PARCELS WITHIN OIST'RICT LOT-10 IL.OCI(. t EDENDALE AOO 11 OUANAROVIHCiKT L & ICATHLEEH LOT-11111..0CK· t EOENOALE ADO 200I NE Da)'IOn Aw E A.-. WA IJ80S8.2721 12 POLLOCfl SCOTT E 6 KIM A LOT-12 &LOCK· I EDENtw.E! M>0 2012 NE 0..-, A,,. I: ,.._ ""*-1 W1,.--2n1 ,... Ql<C Taa 40:I 1: mnoooeom " .. " .'ACCUJAE ACINAlD E & l£SU£ P 2100NE o.,1:31\A.,. E Atnlon WA 98056-1719 PQTT£RO,.V10£ 211)4 N& 0.\'111111>,-... E ,,.__ W MII06f-2711 IIECl<S"""' LO 2tOI NE o.,to,, A'III E ,-,,_WA9805W111 1& PEYt0.DSWtlJJAUE117l 1112 NE ~YTOH AYE E "-*'" WA NC5N'71' LOT.IS 81..0CK· 1 EDEMOALIADD 0 ·cet t ctt·ee "t iiti . Description: King,WA Document -Year.Month.Day.DocID 1992.902.1077 Page: 14 of 42 Order: 204656 Comment: • C, ,, • 0 i tWtrtttJ w !c! 15 z ~ ~ I :: !~ "' . :a ~-i t • .i- .i ~; /~a / vi . -~ w-!i~ o<O ~ I -~= .I I ~~ ,! -,:,; I ~ :; w -~ z-'i'o co-e!w oco , ...,o ' ~:!: ' .. -. -- w '" -0 z .)'~ . , ,-. ,-. --,, RICHAflOS ct.EVE 2113 Ne OIIYTOH AVE E AENTOH WA --.2120 0 0 • 'M!ST ~ SS'tCIAI. AISESSMENT t:dffllCT ROU. OF PA.ACM WI rt41N DlSTNCT lOT-1 Bl0Ck• 2EDl:NOAUi. MJ0 ICC Tu ...... •: mm QCN /M " " " " IPAAAOWWlil 210II NE CAVfON A'IE Ii ~f(l'CN W.\ 98Qllt-2720 -SCOTIL POIIOXm7 S£ATT1.EWA Viti I "°"""'RONALDC 2013 NE DA'l'TON AVE E RENTON WA 98058-2122 8ARflANS OELMAl'I A & Al.MA l "'''""'' ~ FALL.$ WA il1&1 Q l(C Tu Ao:l f: 225320-0110-03 " " BUlCTOHOEl,lfW ZOOS MEOA't'TOtl. AYE. E AEIITON WA tlO!l&-2722 SCAlJ' IMVIC L 2001 Ne ~YT'ON AVE E fllEl(!"ON WA Cll>5f.2722 LOT-1 ILOCIC· £1,CICWW .IICflES AOO N Ill FT OF E 110 FT QDOH ACllf'S ADO N ec, Ff OF E 110 FT ..... 0 Description: King,WA Document -Year.Month.Day.DocID 1992.902.1077 Page: 1S of 42 Order: 2Q4656 Comment: r • 0 .. 0 • I - . ,,,.,., ... w ' ,-" ) 2 >- ! ; li~ 8w I ~: iS I \ ~!. ~~ w :, ~ 0 2 t' l 0 0 • 0 WHT ICDUfl'1.lAL! PeC1AL ASSEaNEfrrtf ~ AOU.OF PAACELSWITl«M OISTRICT 29 KOOl8 HAIIAY A 281' NE JONf.S AVE RENTON WAtf11)51 ICC Ta Ml,: t:-5(),,(WJIL(l 211 OOADON GI.EH G & WIUlA Jl!Nrt 2823 Nf JOfrtES AVE. REHTON WAIII05e V KlNOU: OONNA 4tU4SEZJelM.1.VE ENUMCLAW WA N022 LOT-Ii & t OLOCli'.· Et.OOH J,;AQ HlO P~ A CITY OF RENTON SHOf\T PLAT ~7' I'll REI A0D PNICEl A crrv Of' RENTON SK:lR'l' Pl.AT 3:J-7' A£C J.; ,mw11b772 st, Ill.AT I IS N IIOFTOF IE170FT I AU.LOT 9 LOM.e BLOC!(. El.DON ACRES ~ 8 CITY OF ROITOH 3HOFIT Pl.AT ~711 REC Ill' mt)ll13 a.DON IICMES PARCEl 8 CITY 0,. RENTON SHORT Pl.AT ~71 RIC Ar '770it130172 SO Pt.AT OAFL.OT S L.ES&N flOFT OF E170 FT & AU.LOT I LOT.S 18BI.OCI<· €1..00H ACRES PARCEL CCI!¥ OF RENTON SHOAT Pl.AT S:S-111 REC AF tt7704 £L.DOfrf ACl'IES PAACEL C cm OF RENTOfril SliORT FUiT S).7' REC .,_"1Gl13i»71S0 Pl.AT ON LOT 5 LES:SN 80fl'f Of' E110 FT l AU.I.DT f t.of.5.418l.OCI(, El.DON~ PAAC:El. 0 Cm' Of: REHTON SHOAT Pt.AT U.71 !'EC II f770l13 WXlN ACAE8 PNICtl. 0 CJ1Y OF REJrrl'TON SHORT PLAT 33-l'I REC -, •77'0ilt30772 SO Pl.AT bAF LOT S l.ESI N fO Ft Of' £170 fT l AU. LOT f r::·-------------------------- 0 211 fllSAALEe lfC l.Of.18UJC!(. EU)';)ff JICl';tSAOON IIOFTOF ! 13111T I.ES& ST ,1. GAASSMER ST ELDON ,l,Cfl£S ADON eGFT OF E 1SOFT LESS ST N 0 Bl.lllNA8Y CAH V$G2fl8 SKc Ta Acct I: :zaeso C040-00 ., GILCHRIST RANCE W 2523Hc.lONES.1.VE RENTON WA SIIIOY,227? fl GRANTOEOROEK M25 NE JONES AW i:ENTON Wit N05I LOl•7 8LOCM• El.DOH~ AOOS .. FT CF M 120 FT OF E 1,0FT U;.SS CORD El.DON ACAESAC.O S l!IOFTOF N 13>FT OF E 130 Fr U!.S:SCO AO WT-NI BLOC!{. a.DON IIC'AES ADO 1 L£SS N 12D FTOF E 111>n U I.Ulla. FT L£8S 8 EUJON ACR£S N10 7 I.BS N 120 FT Of'£ t30 FT &I I.E.Ss SM FT LESS ST LOT .. kOQ(-ElCICDI ACAEI ADO a .. fT LEBI sr a.DON~ MID SMFT 1.DS ST LOT .. a.ocx. ElJXlN ACRES AlX) I CM FT lllfA8 M.JJ I IIUilD 1..N ELDON ACRES AtlO $14 FT YEAS ALQ &' SUIIO Uf ..... err: : Description: King,WA Document -Year.Month.Day.DocID 1992.902.1077 Page: 16 of 42 Order: 2Q4656 Comment: ' ' • . 0 • L,49 = ·- , .. I \. l r ., -- " WATTfl',t N3J HE JONES AVE. REPO'ON W411101541 KC Tu .Clolil ~ znsGO.OOS1-0II 3S HIUJA.VO 2'17 NE JONES AVE RENTON WA IMJS6 3ll CITY 0,: Ri:NTON aa.NfflWE 200 MU AVE. IS Raff'ON WAIIII056 KC TIX AliCl I: 22lll50,005&,0I " " SAU\IEA MM.V 111G7NEt7™Pl. flENTON WA a:Jll&.2IJ74 HORNE DANIEL L IS23NE1mtPl AENTON WA III05a-2711 «. ~ BONNIE J a !;91l,IGA M 1117 Jill tnM Pl R0lTON w.u::011 .. 1711 " ~ IICENHE'Ttf A 111JHE17THPI.. "f,,,..Ofrl WAcm&-2117 ,,._. __ •111"1·~ 0 • LOT.f kOCI(, EI.DO' LN 10T-1t'8LOCK• El.DOtlACRESAOOH 1/2 lESS POA WlY OFc,!EEK EI.OOM AC"6 ADON 1(1\..ESS POfl WlY 0/F CAE.EII LOT-tO BLOCK· W>OHACAESAOO & 1,ZLESS PORWLY CJ" CRED: a.DON ACRES AOC 11/2 LESS POfl M.Y OF CAl:O: LOT-I Si..OCI(. HIOATE LOT•2 llt.OCK-HIGATE LOT-3 BL.OCK• MIGA.TE ..... ,·. ' . ~ .. --. . ' ' r ! 0 • • Description: King,WA Document Order: 2Q4655 Comment: Year.Month.Day.DocID 1992.902.1077 Page: 17 of 42 0 0 I - r--r-- 0 21 0 0 • WEST~ IPECIALASSESSMENTDIITAICT "°'-.l OF PAl-<0£\.I WITHIN DISTRICT .... -.. MIWCNrl PALA. E ' ROSALINDA 1121 NE 17TM PL REJm:1i1 WA CIOY-1711 43 JANES RICHAFID W 1MNE 17TliPl RENTON WA f11051-21174 '4 HUU. DAHlEL E I AHOAEA L 17tlllNE MONTEREY AVE E RENTON WA III056-2IIOII 4.!i COMIS GARV N tl11ME MONTEfl'EY •VEE AElffOH WA~ 48 WILLIAMS JOHN M & TEFIES.A L C,O FIRST FEOEFIAL OF AENTON POaox• REHT'ON WA 98067 "'"" DESCRIPTION: LOf.7 BLOCK· HIOATE LOT-10BLOCM· HIOA'lt!: KC Tu AcQ •: #7111M>100-00 g, _______________________________ _ I (j ·., N ,;-. 47 cAOME:R DAW) II .. 1'°1 HE MOfrlTEAEY AVE E RENTON WA.....a,7 AOOESHEY FIOWIO I AUM. T 71:M st 110lll WIim fllENlCN WA t:la • ~~IITYUNIG LOT·ISIIILOCK·HICUTE 111 GAIDf WAY 1117 ftlNTOtt WAC051 -· ' Q ~ --· -. ) d . . -~ - ' . ' ·::ttlatt Description: King,WA Document Order: 2Q4656 Comment: Year.Month.Day.DocID 1992.902.1077 Page: 18 of 42 .. 0 r l' ; 0 = .}"- t ' ii ., J ' ~--· • WEST KENN'l'tW.E IPECIM. ASS&SSM£NT OIITIIICT AOlL. OF PAACtl.S WITHIN OISffilCT .... -50 T~ AICHAAOJAY & SAIIAIJQ LOT•1A IIU)C!(-HIGA.TE 1llllll NE 1tTt4 PL RENTON WA IIOSB-281 51 MOFFAT QNl(V 8 " 1IIOS NE 11TI4 Pl. FIBff'l:W WA .,._a, 1 RIDER MARION E 4'7fiNOOUlLAS JU~AKeNOt l<C Tu Ar...'! I· 32781S.01I0-07 53 AEICtU AOSETTA T tlOZ NE 1fTH P\. R£WT0N WA --.at 1 5' IClSH llAAIWIA A 10QINE 1'1'N PL ~ WANOSl-2911 " .. HNWlA AOfW.O O & MARIE S 11114Nl:11THPI. RENTON WA tllOY-ffl 1 Ull(O LARRY H Et 21D ID NE IIOf(."EREY AVE E R£MTON WA N05W1105 -(:Na LOT-1181.0CK· lilOATE " STElGEA OREGORY L& KEU.Y 8 LOT-21 a.oc,c. HIOAfi 10,S NE IIIONTl!REl' AVE£ RENTON WA____. -------------... . - .. 0 • Description: King,WA Document -Year.Month.Day.DocID 1992.902.1077 Page: 19 0£ 42 Order: 2Q4556 Comment: 0 • 0 i = ·::J .. 0 z 0 0 • WESl KENNYOAl..i SPECIAL AS$£SSMEHT 018mtCT AOU OF PARCELS WITHIN DISTNCT --.. MCIQU,OP STEl'tlEH V 1t2DIEYONTER&Y AVE E ~ WAteOSS ., CAEEGNI ~ P NEM. Y MARY I LOT •24 8U)CI(. KIGAtE IIO!i6S 131ITT4 " Sf.J,TI1J: WAlt171 WlNIIIJSH JAMES T 1d NI:, MOHTEAEY AVE E AENT0tt WA le05I KC Tu -I': .1Zffla-a2!1,D,QS " lllllll11N L.AMY l & CNEU L 1 I02 Nt: IIONTEMY AVE E ~lTON WA IIICM-ICIIQ N a MOYWKIIENAHOAE O Q 1711HE YOHTi'.REVAVEE ,.. -RENTON WAIIIIJlll.2110 ~ KC Tu Aid I: l27'114V!)01 M IIEAFIIIIT CoFIP •T11 & l!ll.AHCHAA(). SEATI1..E WAe:8121 KC TuAoctf:32181~ 15 • CHUl«2i IIIINtt C l THUONG t..E 110& NE MONTEAEY AVE E RENTON WI>. MJ51.M10 °""""""....,... D 11QD .. WJNfeREY AVE. E 'IENTON WACSOINl10 LOT-alBLCCK•HIG,ITE LOH7 BLQCX-I\IG.\T£ LOT-2(1111.0C"· ~ U: WJI OAA08t 0/F EDP ICE ta.ID FTOF N 116f'f HUIWCS U( WN GNl:lEN OF EDPt 14 E 112111 FT '7 N 111 n • ............ , 112S NE ED1110ND1 &VE FIEWTClit WA e:ica.2712 I.OT -to:1 i..o&-NtWiWiS U( WN laNICEM OE EDEN I «.Ea 11,-I iJii N m FT MIUJiWd lit WN 0.t.RDEN OF EDOl t • llD I 1,N I Lill N D FT ..... l • ' -' --' -">i :~. . -~-~-~ . f([ 7 _::.,-. ------------- " r I Description: King,WA Document Order: 204656 Comment: Year.Month.Day.DocID 1992.902.1077 Page: 20 of 42 • . • • I 0 ~ =! ~ ;~ ~ ~ z ·.I~ ~ '~ ·.· '...II-,' ,u; ·i ~! . ~'z. .. ,. " " 0 0 • WEST KENNYDALE PECIAl. ASSESSM£N1' Oll'OUCT AOU. OF PARCELS WITKIN DISTRICT EDWARDS THOMAS R 1111:,1 ME EDMONDS AVE AEHfOH WA 11105"271 0 WONG DAVI> WT 2417 NE 20 TH AVE A£NTOH WANOV'·96&1 GEORGE O 11 0571 XII N&: 20TN ST flEPrlTot,I WA!II05I-V31 VILLEGAS FEUCISIMO R ET AL. 1817 NE EOMONDS AVE A;:~ WA 11651-2'/'10 LOT .2(:. IILOCI(. Hll,J.J,IAH.!I LI( WN OAAOEN OF EDE!N • '5 IIO FT Of N 295 FT H!U.MANS U1: WNOAROEN Of." EClal I 4S IIO FT Of' N 2eSFT LOT-205 flLOCI(• ttrlJ.JMNS U( Wk ON'IDEN Of ECffl • ffi ell FT OF E 112.Si 1' CF N 171 N +aLLMANS U( WMONIDEN OF EDEN 14W!IOf'TO' Eta2.58FTOFN17SFT LOl ·D Bl.DC!(. NILUIAHS LI( WM llAAOEN Of EDEN I Ol 175 FT LESSE 1112.YFT Hlu.MANS LK WN GAROEtrt OF EDEN I 4 N 175 FT LESS E 192.51 FT LOT-:?m 81..0CK· HIU.MANS U( WN QJ.ROEH OF li0£N I G 80 FT OF N 175 F'T OF Ii 132.58 FT HILUU.NS UC WN GAAOEN OF EDE~ I 4 S 80 FT OF N 115 FTOF E 13151 FT KCtuAc:d•~ • r::--,,,:--ce,'-'roo-=-<wOYRENEaa:,:,,",------,u,,:;1.>,,a,a"""'"""'"·""""""'"""""""'""ww""~"·'"""'"""""''EDEN"°°"•""""" _______ _ Q :l.o"I Mi 201rl 51' lf,l'OI' TII t.£SS SM$ FT AS YE.AS HI.J.IIIAHS I :i . ' I RElffON WA IIIOSS-273t LI( WN 3NIOEN 0, EDEN I 4 E 111 Of 'OI LESS N S "'5 FT A# MEAS AUi E lJrt N(A. PAFUI. A OF LOT i "' g KC Tu Acat: 1'H'9105000I L.NREVISIOH llt.JJ+,G10-79 , "' 74 lMK£STEA l(£lTH 8 LOT-21S&oc:K-HJL.LMANt LI( WN GNWEN OFEOE/\1 ·1 ~:;::8~,m ';':~r:~~;"!~\~1!-~~"5FT i' " " 71 " Ofl-E 1/2 4S MEAS AL.a E LN 1#/4 P~ 8 OF LOT LN AtvlS10H IU,J-l-010,.19 WAARl:M RN..PN & SAHOAA ET "1. LOT-225 l!l.C:>CK-HILUr,IANS UC WN GARDEN OI' EDEN M 22211 NE 20 TH Hll.lJl».S LI( WN GARCEN C#-EDEN M fl£NTON WA N1"""4&22 BAOUGIO'ON CWE T 1278 223:1 NE 20TH ST ReNTOH w1tteose-n1:1 .JOHMSOt,I K,\Y MCl579 1Dl»NECMIASAVE RENTON WA IIIO!l&-no:3 WEIS$ SfE.lHEN MI IMT'HAA 23D NE zcmo r R8fTOlif WA 9IIJl!lf-DCI lOT•221 II.OCK· IUUIAH& UCWNQAAOEN OF EDEN I ,W 16.ao FT OF N 10D Fr Hll.l..llAHS LIi WN GARt1EM Cl £DEN I 4 W II.a, fT Of' H 100 FT LDT-221 St.OQ(• ta.ilAANI U( WN CINCEN OF EDEM I CPOA CF W 1f' !I) TA lY NlY I -.v OF KlUWCS Ul WN ONIOEN 0/F EDE'JI I 4 POfll OF W 1,11 SO TIii LY NLY & WLYOfWIXIOUICD ~ LESS N tmFT nor LOT· lll..OCIC· J:JOKl.l..MANS U( WN ~ Ol'fD&N I 4NO 100 FT LYE a, CMA! 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OF PAP££UI WflklN OllffllCT ..... -·-" ., " " Cl.NII( CHAIS 220INE:zon.t ST RENTON WA N05&-27'3 .CR53 CLAAM:CHlll8 22!lf NE 20TH RENTON WA 81111~1 YOSl~F GORDON 6 I NOAA A 10 NE BLAINE A'JE RENTON WA 98058,.2728 JACQON ROOEAICK G 11i117 NE BUINE AVE AENfONWAllf')Se.2718 I"'-KCTu.i,o:U: 33QI0.1232~ LQT-m Dl.OCK· HILUAAliS I.KWN CMROEN Of EDEN I M SI FT OF E N FT OF N IIO l'T HIU.MAN8 LK WN QAROEN OF ECEH UW6UFTOFEll"OfH80FT LOH» £11.0CK• H UJ,IANS UC WN GARDEN Of EDEN I ~ 1 00 FT OF E III FT LESS W 51 FT O HJLLMAHS LX WN GAAOEN OF EDEN UN 11Xl FT OF E • FT LESS W 511 FT OF N llOFT l.OT·::rl BlQCI(. klU.MAHS UI: WN ClAROEN OF EDEN • 4W 11!1 FT exc S 110.N FT I Exe N :II HILL.MANI UC WN GARDEN OF EDEN I A W 116 Fl ElCC S !10.QII FT & EXC N 3IIS FT LOT-213 Bl.OCI(. HIW(AHS U< 'NH GAAOEN OF EDEN t 4S 1't FTOF N IU FT OF WII FT Hlu.MANS U(WN GN10EH OF S)EN I AS 71 F1 Of N 151 F1' Of'Wte F't 0 --;;--aa:=;===---==========.-------N 83 HO\lt.AHO L.OlJIS 0037tl LOT-2:1,3 81.0CK· Hll.UIANS U( WN GAAOEH OF EDEN ~ ::,:~~1741 ::i:,:~:!:~ HIU.MAASUC~GAADENOFEOEN S:t KC Tu Acct f; 3343Q0.1233-08 .. $PAET)+ l4AAOL.o .. 1112(1 NE BLAINE AVE RENTON WA IIBOM,2727 l(C TuACCI I; 3343D0-12:M-07 " .. ., • WADI.EICH OAVJP A 1800NE BLAl,..;E AVE REH TON WA ,eou.rm "f!NOTIIEJ!Yl07111 1117 "1W ILAIE AV! RENTON WA ll805e-2721-cA5' FIEFLINB M.Mli C 10.. NE 9'.NHE AVE AENTOfrl WA .,_am 4'53 FRIEDMANN ELEANOR t tlll NE 8LA1HE AVE RENTON WA 181)56.ffl7 LOT-233 lll.OCK• HIUIIINd LJ( 'IWN OAROEN OF EDEH US 15 fT OF N 325 FT OF EN FT HrJ.MAN:S LI( WN OAROEN OF EDEN I AS 7!1 FT nF N 325 FT Of' E 1118 FT LOT .233 BLOCK· HIWIANS U< WN GARDEN OF C:D(N t '5 7S FT OF N 250 FT OF E II FT Hll..lilAHS LK WN GARCEN OF EOOI 14 8 75 FT Of' IU50 l'T OF E II FT LOT·Zd BI.OCI(. HII..UIWd LX Wtil Q.t.AOEN OF IECEN t 4$ 11 FT OF N 318 FT 0, W '3 FT Hl.:l.lllNG UC Ml GAACtN Of' EDENl4S T,IFTOf'N:sNFTOFW~FT LOT-m CIU)CI(. H&.LJiWO LK •• CWIO&N OF EDEN I d 71 n OIi N 111,r C. I ., FT H:&..I.IWd U( WM Q.NIOIJil 0,. EDOl I A S 11 FT Of H 111 FT Of£ ~ FT LOT ·233 BLOCI(. HIU,l&ANS IJ( "'911 GAAOEM OF Eta , '5 7!! FT C,,: H «JO FT OIF E N FT HIUJlloUd UC WN ClAACEN OF ECOi U I 71 " OF N eGO FT OF E a FT ...,.,, r I • • :dt'P!Mh'! I rt z·e1eP .. .,. Description: King,WA Document Order: 2Q4656 Comment: Year.Month.Day.DocID 1992.902.1077 Page: 22 of 42 • I g;z: ,L,,,3~~Jg - 'I .~ j jj;" ·16: i -' ·~ ,Z w I 1-X ·) z t- 'w "'o ~-u i~~ '::c.r 'r- '~!: w " r 0 z -r- I I ' I ' I ~ .... .... 0 N 0 ' s IN I "' i 1 .. .. " 0 0 • wtST KE.MNYOALE SPECIAL ASSESSNENT DISTRICT M>UOF PARCEL.I Wf1111N DISTFIICT ,\PPLE8Y .JM,IES Et:JWAAO 1810 NE 91.A!tffi AV~ RENTON WA911CU-2UT..cM3 LOT .233 BLOCK, HILi.MANS IJ( WN GARDEN OF iDeN 1 '8 75FTOF M 415FT OI' E IIIFT HIUMAHS U( Wk aNIOEN OF EO£lt I 4 8 7S ""OF N 475 FT OF Ii. Q9 '1' ~ GAAYCUF~ I DENIS LOT•Zl18LOC!(, H!LUIANS U(WN G.AAOEH Of EDEN 1IIOINEBI.AIHEAVE US7'f'TOFN23IIFTOFWt11Ff HlLLMAHS RENTON WA '806&-:n1 .(;RS3 utWN GAADEN Of EOEN • 4 979 FT Of N 2:111 n OF W. FT DUNH'LEXI' 1133 ltE 81.,tJHE AYE AEHTON' WA lilflOS&-2729 .CAs.:J LOT-2:13 l!ILOCI(. HrlJ.l,lAHS t,.; Wfril OAACEN OI' EDEN ti&I 71 FT OF H 311 n Of' WN FT HllUtANS LJ( WNOAAOEN OF EOEH I 4 S 71 Ff OF N 317 FT Of WGI Pf l(C Tu Aac:t f: 334Jli0.T2G-OII " " .. HO'l£'t MN'IK A I MAUNOA, J m.& NE 20'0( ST RENTON WA 9lll59-2742 .CR53 SCHNE~R STEVEN 21 21 NE 81.AlNE ,WE RENTON WA~.Cl\19 OOU,fl,IAH STEVEN Iii 2124 NE ~NE AVE RENTON WA~,CR1t KC Tu AcC1 t: 3:M390-1246-<13 " .. BYGI.ANO BRIAN t. JENNIFER 2"ZJOH£:t0THST RE~ WAtee51-2742 WMVIEN RAt.Pl4 12n Z!:2111NE20TH ST RENTON WA geo$.27.f.2 1<C T .. A.oc:t I: S3430Q..124-01 " .. MENDOZA JOsli: D 22Z! NE 20TH ST RENTOH WA NOSt-274:1 '/AUn;&EA WIWAM P 1130 Ni: ll.>IN5" AV£ AENlONWA~4 LOT·z:M 81..0CK, HILl.MAHS 1.K 'M'I BMD£N OF ED£N I~ 13.11 FTOI' S t,S,111 FtOFE 112 MIU.JU.NS Ut WN GAIIDEN OF !:'OEN f 4 N 13.11 FT OF S Zl111 FT OFEtf2L.ESSW25FT LOT ,23' et..OCK· HIIJ.MANS LJ( WN GAflDEN OF iOEH I 41.DT D o, ClT'I' 0, RENTON SkOAT PLAT 1t!U.MANS Lit WN GAADEN Ol'EOEN • 41.0T D OFCITVOP l'IEHTON ~ Pl.AT NO a.&-79 1\1:CCl"OING NO 7trl110i001 SO SHOAT Pl.11,T OAF ·W 1/2 OF LOT 2'l4 Of' HIIJ .. 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It: 3UJ80.11110.01 "' "' '" "' HAATVIAGINIA 'No KATHY &W.t.NSOM LOT-2'$ 111.0CK• HJUMAN.S U( WN OAADEN OF IEOEN l IANDRA ~ATTOfll I '3 70 FTOF N 111 FTOF a tfl HIU»ANS LJCWN OAAOEM tSOONEAIEROEEN C:#ECENl4S70FTOF "lfSFTOFS1/2 N!NT'Oft WA NQ51:i.2(111 LfCIU( ROHM.I) a , 8'RHY£c;E; fT1DI Nia A8EAOEEM AWE AEMTOH WA IIIC)S8.213,,1 PATTEN AONALO C 1132 hlE ABEADIEEN AV£ E REJITOH WA-.e.2CM LOT -NS lll.OCI(. HIJJilANS LI( WN GAfUN 0, E0EN I '*S 1/2 l&IS E UO FT LESS N 111 FT HIUJIIAHS UCWNGAIIOENOf'~ ttS1f2LESSE t50FTLES&N111FT LOT -M5 IILOa(. HIU,,MANS U< WN ClAAOEH OF EDOI t 4N 1QOf N 112 till.MANS UlWN GARDEN OF EDEN UN1,120l'Ntl2 LOJ.2111611.0CK• kU.IIAHS U: WN GARDEN OF EtlENttNGFTOF 8 112,s ISFTOFN ,,~ lJ( WNOAACDI Of'EDEN I 4 N 4 r-TOf' S 1/2 & I IIFTO, N 1/2 r ! ! I ' I • C7 . • 0 --•---~---·-~-~~ ~D ' 80 rii · · ffif'p;tWf ·v·:br z~~-... @r"irn t Description: King,WA Document Order: 2Q4556 Comment: Year.Month.Day.DocID 1992.902.1077 Page: 25 of 42 0 - 0 • .. . --.-·, ~ X ~ 'z -1~ ~ ~ . :I i ;j!:" .; VI: I~ • . ~, ~ ~x z~ 'lo ~-•lh: ' 0 I~:::: ! l.L i-. --• ..... --"' "' '" "' WEST KENNYOALE MCIAL ASSESSMENT DISTRICT ROLL OF PARCELS WITHIN OISTIIICT EVERT FENJE 170II NE ASEAOEEH AVE RENTON WA 98058 HU'rCtifNSON AOBEAT E 212• NE 1111TH ST RENTON WA NOU-2755 SHOflT RONALD R JR & C:INOEE K 2119 NE ll"TH ST RENTON WA 1lll056-?155 NOLL ZIT AM 1701 NE A8tffO(EN A'Jl;: R£NTQN WA OII058 '-'""- OESCA!P'TIOH: LOT,245 IILOCK· H1UMANS LI( WN GAR OEN OF EOEN 14$ 1/ll!OF N 1/2 LESS S 15FT HIU~SLKWNGAAOEN OF ECllN 14 S 1/2 OF N 1/2 LESS S 1 & FT LOT ·2.U BLOC!<· HIUMANS LI( WN GARO£N 0, EOEN II 4E 70 FT OF S 175 FT HILJ,.MANS UC WN GARDEN OF EOEfU, e 70FT c,f S 175 FT LOT•ffl8LOCI(-HIL.illANS LI( WN OAAOEN OF EDEN I 4W 80 FT CF E 150 FT OF S !fl LESSN Hill.MANS U( WN GAl'IOEN OF EOEN I 4W 80 FT OF E 150 FT OF S 1/2 LESS N 115 FT LOT-~r,o BLOCK· HllLMAHS LK WN GARDEN OF EOEN II 4S 75 FT OF N 300 i"T OF E 100 FT Hlw.lANS UC WN GAAOEH CF EOEN • • S 7SFT OF N 300 FT OF I! 100 FT {:::: ----,,a,,,-~,.=,c,o,,a,0,,,,,0,=,------,,,o•r-'""="""=••"·"•"ww,"'=,>u<=w,=GAA"-'0<","o,=,•oe=,~--------- O t70i NE ABEROEEN AVE I 4E 100 FT OF 8 75 FT OFN 225 FT HIUMANS LK WN GAFIOEN (\I RENTON WA 9IIOse OF EOEN • • E 1DO FT Of S 75 FT Of N 225 FT $NO _'_'_'cu,"" __ '_' e""""=='<"c',·"=, ;;------;-;;-,,.;;,..-,.:,--.,,,--....;;;,.""""'°'""°""""' _________ _ 12' BECKWITH AATMe~. K LOT·2SO lll.OCK, Hlll.l,IANS U( WN GARDEN Or' EDEN \I' 1717NEA8EAOEENAVE litS90F'T~NtS0FTOFE100F'T Hll.lMAMSLl(WN "' RENTON WA III055 OAAOEN OF EDEN 11 4 S 9;i FT Of N 1 !IO FT OF E 1 00 FT BECKWITH ART11Ufl Kl:NNETH 1733NE ABERDEEN A'INE RENTON Wfl.tflOf:,8 LOT•2$0 Bl.CX:IC• H~ U< WM GARDEN Of' EDEN I~ 70 FTOF E 100 FTHIUJtlANS UC WHO ARDEN OF EOEN • 4 N 70 FT Of E 100 FT KC T1111 ACCII· 334:J90.IMJ-OCI "' "' WHITNEY JACK U:E 15'3 NE ABEAOEEN AVE E AENTOO WA N056·2'35 BIAGI JAME! FICOLUCCIO KEV! 181, NE"3ADAY£ SEATTI.i WA 91U~I& l<C Tu Aci:t 1: ,:wtto,1649,04 LOT·2S08lOCI<· HILLMAN$ LK WN GAAOEH OF EOEN II~ 100 FTOFH 400 F'T OF E 1DOFf HIU.l,Ur,ltS U,:WM GARDl!:N OF EDEN,• S 100 FTOf' N Cltl FT OF E IDOfT LDT-150 IUX:K-KLUIANS U( WN CIAROEN OF EDEN UH8SFTOFI lliFTilfE l~l'T tfll.LMMISUl:WN GAROEJr(OI EDEN I •N 8S FT OiF S 11!15FT OF E 125 l"T LOH5011LC>Ct.-HIUJIAHSUC:WNGAfii&Noi!tiN II .CS IIO FT oF Ii 125 FT lill.LMANS U( WN GAROliN OF EDEN, '5 IOFT OF'E 125 FT I • I . l t re r:nr:: tte?r1Amr; Description: King,WA Document -Year.Month.Day.DocID 1992.902.1077 Page: 26 of 42 Order: 2Q4656 Comment: 0 I 0 ·. ,.._ 1-. -- j ' I . ·' "' "' "' "' ... N DYKES i:tA'l'MOHO C IT.13 NE ABEAOl":El'I AVE AENTON WAte050 Q,U)CkNf.R. EILEEN 2103 NE 12TH ST RENTON WA IIOSe-201 7 SROOKA HELMUT 1 *2 SE PETAOVITSKY AO FIE"ITON W . .O. !llt9-llro5 GIIEEH BERLE 11131 NE ABERDEEN AVE RENTON WA ;aoe.& WOODIN HAI\OLO 1801 NE ABEl'tOEEN AVE FIENTOH WA 99058 SM1TH MICHAEL Ft1'Y llla1 HE ASEFIOEEN AVE RENTON WA i0050 !f: KC Tu '-tc:1.f: 334390-11115-Qi N 1~ WAU.ACE RAY8UAN G (T'-1113:1 NE ABEl'IOEEN AVE AEWJON WAil059 "' "' "' CAATWA!GHTOP teol N ASEAOEEN AVE E AENTON. WA 99055 flAEiH BEAL& 1931 N(: A8EA0EEN AVE AENTO,. WA flOS$ FIEYNOt.DSWA !1129 NE ABERDEEN AVE RENTON WA "°'5 Description: King,WA Document Order: 2Q4656 Comment: 0 0 • WEST KENNYDALE sPECIAiL ASSESSMENT OlSTFIJCT ROI.I. OF PAACELS WITHIN OISTRJCT LOT-2SI 81.0CK-H!u.MANS UC WN QAAOEH OF EDfN • 4E 1/2 OF N 1/2 OF N 1/4 HIUMAN:S ~ WN OAADEN OF EO£N I 4 E 1/20f N 1/20f N 11, LOH51 Bl.0CI(.-Hll.1.MANS LX Wt4 GAACEN Of EDEN I 4S 1/2 OF N 11' HlLLMAttS LK WNGAA~N OF EDEN USl/20FN1/t LOH51 BLC':::K-HlUMANS U( WN '3AAOEN OF EDEN t 4W 1/2 OF N t/2 OF N 1/4 Hill.MA.NS LK WH GARDEN Ol'EOEN ••Wl/20FN 1/2oFN ti,, lOf.251 BlOCK• HIUMANS U( WN GAAl)EN OJ: EOEN I ,w 150 FTOF S 1/2 LESS S 1.0FT 1.£ HIU.MANSU< WN GAR0tM OF EDEN I 4W 1!iOFT OF S 1/2 LESS S 140 FT L£$1S N6 fT LOT-nt OlOCX• HlLLMANS Ut WN CUl'ICEN OF EDEN I! 45 7ll FT 1111...LNANS lX WN GAAOal OF £OEN II t S 7& F'T 1.0H61 BLOCK· HILLI.IANS U( WN GAAOEN OF E0EN it ,N t/2 OF S 11'/0F N 1/2 & 11111 FT O HILUIANS LK WN GAAD£N OF EO(;N f 4 N 1/2 OF S 1/2'.0f" N 112 & NII FT Of S 1/20I' S 1/2 Of N 1/2 LOf.2!i1 BLOCt<· Hll.LMAHS UC: WN GAFIOEH Of EDEN f 4$ 1(10F S 1/2. OF H 1/21.ESS Na FHIUl,IANS UC WN GAAOEN C# iOOf t 4 S 1/2 Of! S 1/20!' 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IIENN£TT ROtUoLD o & JANE 1111 242"1 NE MC>Hn:REY .lVE E RENTON WA MCIISl-221t WATSON MICHAEL W 1121 NE NTH Sf RENTOH Wli. ~ffl0-CA88 ICC Ta, Acc11· nu;o.2320.00 Description: King,WA Document Order: 204656 Comment: LOT·261 BLOCIC·HJLLMANS U(~ClAllDENOF ECJEN MN 107 FtOF S«>4.11!!1 Fl OF W 1/2 HIUMAHS UC WN GAAOENOF EDEN #4 N 107 Fl OF S«M.111 FTOFW 1f2 LESS POfl Pl.A TTE0 STOL.LEW MAVEA AOC LOT-2'11 BLOCK• HILi.MANS UC WN GAAClENOF El)(N 1 .._. 1/2 OF S 1to l'T Of' W 1f,l LESS PO HIWIAHS I.I( WN 11AflDEN OF EDEN• 4 N 1/2 OF S 1IOFT OF W 1/2 LESS ~ PI..ATTEO ST0l.LENM.lY£R o\00 LOT•2$1 lll.OCK•"IL.UMNSUI.WNOAAOOIOF £OEN M LESS N 1/2 OF S 180 FT OF W 1/Z 1.E HILUIANS ur; ~ GARDEN OF EDEN M LESS N 1/tl 0, S 110 FT OF W 1(2 LESS POfl PLAffED STOU.EMIAVERAOD LESS N 107 n"ntOF I.OT ·"'2 81.0Ct(. HILL.MANI U( WN GAAOl/rl Of' EDlN UE 110 Ff OF W 150 FT Of N 135 FT Hll..UIAHS U1: Wtf OAROl:N OF ei::e. I 4 E to FTOF W 150 FT OF N 135 FT ...... 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M POBOX201 RENTON WA 98057 N ICC T11 Md 1: 33439().2722'-0l 0 ~ !&4 SHANE MN!~-OARL.iNE 'ODIi &N SW OIAECTOR N SEATTU: WAM1311 J' "' ... '" ZIFIKL.EOUAJ 1123 NE 2'Tl4 ST RENTON WA 9805S-2282-CMI ROWE CNARl£S J 1IOI NE NTH ST RENTON WA ill056-2260 .(;N;II 1.N"LANT HOWAAO H • WIJAIEl. ~ 1t17NE.MTHST AENT0H WA tl0$0-2:IO .CMf #'E'STLIJNCJ E.AAl. A I .IO,l,NNE M "'AY.SE.UROST ·~·.w..,.,A11 WA!IIOi!HIOClll·FIFll' LOH71 BlOCK· HJUJU,NS UC Ml ClAROEN OF EDE"! f 'E: 7e FT l.£SS S Ut FT Htl.UIAHS LI( WN CWIOEN Of" EDEN f 4 E 70 FT LESS S '51 Fr LOH71 BlOCK· HlUMAHS LI( n'H GARDEN OF EOEN f 4W 10 FT OF E HO FT OF N 1.0 FT HIU..WANS LK WN GARDEN OF EDEN I 4 W7C FT OF E 140 FT OF N 1«1 FT LOf.212 BLOCI<-HIW,IANS UC WN GAROG:N Of! EDEN f 41.ESS E t(X) FT LESS S 80 FT OF W 12 Htu.&&4NS U( WN GAADEN OI= EC£N 114 LESS E ,ao FT LESS SM FT OF W 128 F"r LOT-272 BLOCK-HIUMANS UC WN GAfWEN OF EDEN , ti:: rOO FT H/1.UlAHS UC WN QAROEHOF EOEH I' E IOOFT LOT -272 BLOCK• HIUJ,tAHS LI( WH CAAOEN OF EOEN 1 4S IIOFT OF W 128 FT NILi.MANS UC WN QAAOEN OF E0ENl4SIIO FTOFW 128 FT LOT-273 81..0Ct<• HILUIANS LK WN GARDEN OF EDEN f 4lfSS N 200 fT HILL.MANS I.I( WN GAA0£N OI' £DEN U Ll:SS N 20D FT LQf.ffl Bl.OCIC• HILL.MANS LI( WN ClAROEN OF EDEN I ,fW 1/2 OF N 21)1) f:T Hill.MANS Lit WN GAAOEN OF EDelll UWl/'l0FN200FT LOl •273 BLOCM• HlllllAHS LJ( WJrl OAAOEN OF EDEN J -13 FT Of N 200 FT~ E 1ft HR.J..lAAHS LJ( WN 04At>£N Off:CEN ••WSI FT OF N200FTOI-E 1,2 LOT-tn 9.CCK· Nl,l,JIANS I.II WN GAA0EH Of Ecat I q 1(10f" NZIO F'Tl£SSW a FTTMO ~ UC WN GloPIDEM OF EDEN • 4 E IR 0, N :tOO FT LEA W a FT TMOf' LOT-,274111.0:*· HIUMMS UI WN GAROEtil 0,. aN I tE JO FT 0,. N CID FT 0, 1211G FT NlUlANS UC WN GM0EN C:# EDEN I I E SI FT 0,. N ID FT a, USO FT ...... { ; , , . . . ·,319. I ', Alf r IT mt:ti§rf r f I ' • • I IA 7'.?tP&'!i/(1: 1 ., ,3,2~ .... ,p Description: King,WA Document Order: 2Q4656 Comment: Year.Month.Day.DocID 1992.902.1077 Page: 30 0£ 42 - '" "' 171 ,n "' "' (\J 0 0 • wtST KENN'YON.£ SPECIAL ASSESSMENT a&TRICi A0U. OF PARCELS WITHIN LIS. TRICT WESTLUND EARL A& JOANNE M 18530 SE 43RD ST ISSAOUAH WA il027-IIOD8 -RA1', I LEOM. DESCRIPTION: LOT-27• BLOCK. HIUMANS lJ( WN GARUN OF EDEN I 4LESS W 62 FT & LESS S 250 FTOF Ei ltJUJ,IINIS UC WN OAROEN OF Ci"Ol,N t 4 L£SS W 62 FT I LESS 9 250 FT OF E 30 FT W£Sn.uND EARL A & JOANNE M lOf.21'4 9LOC!(. HIUMANS UC WN GARDEN OF EDEN f &E ,0 FT OFI 1IIIO FT 1 SS.,O SE A3AD ST Hllill......S I.K WN GAROEN OF EDEN • 4 E 30 FT OF S tto FT ISSAOJAH WA ll9021·IXJOl •M1• CVStOM SHOWCASE BUILDERS CO lOT-274 BLOC!(. H!UMANS LJ( WN GARDEN OF EDEN I JW 62 FT 1"20 NW GILMAN BLVO rns1 LE$SS200FT Hlu.MANSUCWN GAAOE!<IOF EOEN r 4WCZ ISSAOI.IAH WAIHI021 FTLESSS200FT COWAHJOHN 1830 NE 2'TII ST RENTON WA lleDS&,2281 -CR$9 LOT-27• lll.OQ!;-H.IUMANS LJ( WN GAROEH OF EDEN I .t$ 200 FT OF YI 112 FT HIUMANS U( WN GAA0EN Of EOE.NI 4Si00F:TOFW62 FT - 8ENNffi N.ANCY 2&11 NE JONESAVli AENTQN W"' 98056 LOT-275 & 276 Ill.CCI(-H!LJ..MANS U<WN GAACENOF EDEN .... POA TRACTS 27S & 276 CAP · 8 l'ffl.L.MNIS LK WH GNIOE'H C>F iPEN ._. POR TRACT$ VS I 279 D,\F • SEO SW coq OF TAACl V'S lli N 0-»4 E 80.CI FT At.GE LNOf JONl:S Al/£ TO BEG OFCUR'IIE TO RGT P.AO OF Z(I FT nt AU] S:O CRY TI-IAU C/A Of ft..3'-02 AH ARC LENGTN Of ll 26FTTHS5$2-1:1Ek ,SFTTMS N£W80l.0 TOIi MORAIS & MARLENE LOT-276 • 217 lkOC!(. MIUMANS UC W"I aARDEN OF EDEN M P0A TRACTS 27'1 I. 111 252.2 ~E JONES AVE OAF• 8 Hll.LMANS LK WN GAAOEN OF EO£H f4 POA TRACTS 271 I 2n ~. BEG KW RENTOH WAIIII058 ClmOF TRACT2n TH S88-43-Stl E 114 ..... FT AL.GN L.J4THSo-334WIIUOFTTH WESTLUNO EAAL A & JOANNE Ml 1"20 tff/ GILMAN BLVD ln!it N lt-S~13 W H 19 FT TO BEG OF CRVTO RGT WITH RAD 20.00 FrTH AI.G SO CRY f'R.J C,A Oft0-25-58 AN ARC OIST Of LOT-~ Bi.OCK• HIU.IMH$ UC WN GAftOEN OF £DEN I 41.EIS WNFT OF S 1$0 FT Hlwu.NSIJ< WN CL\AD£H QI E0EH t• LESS W 08 FT C/11 IIO ,T 0 1$SAOIJAN WA..i27 ~ KC TuAa;,il. 33U00-3120-Q) ~ ,,. BLUN0P£0 JAMES C JR 1PINE:MTMST RENTON WA IIOSS-ffll LOT-292 BI.OCI(. HllJ.J,IAHS LKWN GAAOal OF £DEN I #I• '1' OF S 1 !iO FT HIUMANS I.JI: WN BAAClEN Of EtlEM I 4 W • l"T 0FS1!iOFT i ~ "' CAll'E AOeERT N 1251ISEt7™Sf «u.EWC ..... ~ I.OT .a, 1!11.0CK-H&UWG UC WN 1iAROEN QF EOEN I USI S 112 LESS N 75 Ft OF W II FT HILUloUfS U( wtll 0AACEt o; EDEN U I.E$S S 11' ~ II 7!J FTO, WNFT ' .. 11.C T• AID I: 3Ma04Tli0-01 "' CAvE~RTN 125Tl$Et7THST BELLEW£ WA MOOM60J LOT,283 Bi..OCK• ttll.U'A~ IJl:Wf,I CMflJEN Of EDEN IQ 1(1 HIUMIANSut Mt QA.ROEN OF EOPt I 4 S l('l .,. J . . .. -~ J ' ·~-----------' -- ' / I I 0 I • Description: King,WA Document Order: 2Q4656 Comment: Year.Month.Day.DocID 1992.902.1077 Page: 31 of 42 0 • 0 _ ... w =! -0 z ~ z -z :~ -'I ~ ';:; ~-· 'u' : V,; '~ w, I ~ ~ I z w-~~ ~o ~ ~ ~~ z~ :I ~"' ~ ~ w -z z-w zo ~~ u ,ow 1-=,5 ~ z~ ~-~- '" '' C ~ /. .1. '""' ...... 171 100 '" "' "' ... "' 0 0 • WEST KENNYOALE SPECIAL ASSESSMENT DISTRICT ~OF !'ARCELS WITHIN DISTRICT KA'!' KEVIN K 1100 NE 20TH AV£ RENTON WA 911056-2640 -CR&a COAE OOUGU$ C 1821 NE 20TH ST RENTON WA ll8056-2'MCI BROWNFIELCI KElfH W 1Q4 NE 20TH ST FIEHTON WA OIOY-2640 POHL CHARLES A I WINtFAEO K 200' NEJONESAVE AENTON WA'illl058•2658-CR68 KINZER OAARELL tmNEiOTHST RENTON WA<JIOSS-2M3-CA61 ARENS ROBERT F 1703 NE 20TH ST RENTON WA NCS&·:.?643 .CR&I A~ENS FIOBEAT F 1103NE20nlST RENTON WA INI056,.2&$3-CR68 EGAH EOWARO JOHN 2100 JONES AVE I LEOAL OESCAIPTION: LOT-284 8WCK· HIUMANS LJ(WN OAFIOEN OF EDEN • .CS 134 FT OF W 126 FT Hll.l.llAHS U< WN GAADEH OF EDEN t4Sl3' FTOFW126FT L0':'·:184 Bt.OCK· Hlu.MANS UC WN GARDEN Of EDEN f 41.iSS W 1i.'8 FTN0FS2Jjll FTLfSSSHll.illlANS LKWNGAROENOF EDEN t 4 LESS W 128 FT'NO, S 23' FT LESS S 23' FT WOF E 29FT LOT,~ 8LO(:I(. HILLMANS 1.J<WN QAAOEH OF EDEN f 4S 134 FT LESS W 126 FT LC!$ E 28 F Hill.MANS LK W.~ QAAOEN 0~ EOE,N f 4 S 134 FTt.1:SSW 1:!fl FT LESS E 26 FT LOT•2&t-2938LOCK• HIWiWilS UC WN GARDEN OF EDEN f 4LOT i OF CITY OF RENTON SHORT Hll.LMANS UC WN GARDEN OF EDEN • 4 LOT 2'0FCITY OF RENTO,. SHOAT P\.AT NO t!G-17 RECOROINCl NO l80SON008 SO SHORT PLAT ON<• TMACT ffl I.E$S W 155 FT o#' S 120FT TGW N 100 FT OF SZM FTOF'TAACT 2ML£SSElV 2'1"l'TOW W t2S FT OF'T'AACT 214 LESS S ~ FT LOf.2a5 BLOCK• HILLMANS U( WN GAAOEN OF EOEN #' HII.LMANS UC WN GAFIOEN Of" EDEN I 4 LOf.212 8LOCI<• HtUMANS U( WN GARDEN OF EDEN H LOT 3 err, OF RENTON llf' 130-:'8 ~ HILL.MANS l)( WN GARDEN OF EOEN N LOT 3 CITY OF t'!fNTONSP 1:x:,,.;aAt-•1101a1om SO PLAT OAI TA 292 LESS 8 3lkJ l=T LOT-292 BLOCK• HIUMANS lJ( WN llAROEN OF lOEN M LOT A CITVOF RENTON SP 1:,0..71 Al ~9 Ut: WN OAAOE:N Of' EOEN M LOT 4CITYOF REN TOH SP 130-71 IS t7801210781 SO Pl.AT 1W' Tll 212 lESS UICI " LOT-ffl BLOCK• H1LLMAHS LI( WN llASIOEN Of' EOli:N • 4LOT 3 OF CITY OF AfNTOH SNOAT PL.AT HILUIANS -1 ' ! I I i I RENTON WA 911056,2656-CA68 LK WN GAADEN OF EDEN 14 LOT 3 Of CITY Of REHTOfrl SHOFIT Pl.AT NO IH7 RECOROINQ NO II05C8ICIII SO SHOAT Pt.AT ON' · TRACT m LESS W I S.S FT Of'-S 120 FT TGW N 100 FTOf' S2'4 FT Of' TNe'T llol 1.£$$ El.Ya" TGW W 128 FT OF"MUiCT 2lol Lest I nit FT ' I ·, "' MADISON 1101 ser.ECA no2 SEATTLE WASl8()5S.3170-<:R02 l ~ ·.2t4 BLOCK· Hlu.MANS Lit Wt! OAAl)f:N OF a>EN • 11'41/2 HIWlANS U( 'A'N ClAAOEN 0, F.Dnl I 4 N 1/2 • I ~-, .,, ' ' ' ' -,-• --,~ ,', ..... I ·"''" ..•• ,.,.,JfL Description: King,WA Document -Year.Month.Day.DocID 1992.902,1077 Page: 32 of 42 Order: 2Q4656 Comment: • • 0 r: 2:11«6--t .. :c! -0 z ~ ;; ,-,z ... ~ '1 -"' i :s i ;j t"' i ~; .~ ! ~ % I"'-, !a -~-.I i ~~ :I %~ -~ ~ :!; w -% z-.. i !I:= e: .. 0~ ' Q iW %~ ~-~-' ' ... I u ... 0 "' t .J·~ I -·'i. ' \ I I • -, I 0 0 • WE-ST KENNYO,\LE SPECIAL A.SSUSMENT OSTAICT ROLL OF PAACELS W,tHINOISTAICT ... COOIQA QEOAQE I MARI£ 2211 "'E JONES AV'E AENTON WA N05f.2'54 .CASI TAYLOR LOAIWNE 2208 JltE JONES AVE AEN'!'ON WA 111)56.26$<1.cMB KC Tu 4oe1 t: 3343111Neo2-31 "' '" MOSER~MA 221 E BAUANTRAE StiEL TON WA IIISM OWENS CHAALES ~llNi!JOHE'.SAvE AEHTONWA teo5&,2271 .CFl68 BLONOIN MAAI( A I JAMIE A 2402 NE JONES AVE AEJIITON WA 98058 l(C Tu AOC1 • 33<&390-:JM0-01 '" "' Ffl.WCIS V£1'1NON N 2a' Me JOf,1£$ AVE FIEHTOH WA t110S5 SWfEN JAMES F n14NSJOfrtl:SAVE RENTON WA 9CD!,6-2271 -CiW $Cffi.ElF£A MILO FA ~ NI JOM£s 4\11: AENTON WA 1COS8 MCCORMICK A E 241(11 NE JONES AV lr!E ~NTOH WA 980$.5 I.OHM 151.0CK-Hlu.M/lNS U< WN GMCEN OF !WEN I 4N1!IOFTOF S 1{2 HIUMAN:O U<WNOAROENOF EOtfU 4 N ISO FT OF S 1/2 LOHN BLOCK, HILLM.AHS U( WN OAROEN Of EOEN II 4S 1/2 LESS N 150 FT HIUMAHS l.K WN QAAtJeN OF EDEN 14 S 1/2 LESS N 150 FT LOT-VS & 2115 BLOCI<· HIWIANS lJ( WN QAROEN OF EDEN lt.t PARCEL A OI' IHORT Pl.AT i OS. HIUMANS LK WN GAF4D£N OF EDEN I 4 PAACEL A OF SHOAT PL.AT NO S..f-14 AECMOtl~O NO N0302050t SO PLAT OAF 11EO N 1/4 OF ~23-5 TH So.3:MS WII01FT fH N .. 5043E30PTTOTP08THS1).SJ.45W 111.2!1Flfl"I ELY l'I.W S Vt TR ffl SOP1.ATZ535>FTM,A. TOE LN LOf.275 a "5111.0Cf(. H1UMAHS u< WH GARDEN OF fCEH .M LOT C I.US P0A 8EO NII! COIi SO Hll.l.MMS U( INN QAAOEN Of" EOEN M LOT C LESS POA BEG NE COA SO LOT TH SLY ALO El.1'17 FTTli NWI.VTAPOHN LN OFLOTC 20 FTWOF NECOA OF SO LOT TH El V .t.1.0 N LN 20 FT TO 8£0 RENTON StiOAT PLAT .s....1, AF 176030~ SO PL.AT OAF BEG JII 1U CM SEC ST 23A 5 TH LOf.295 ISI.OCK• HILUtANS U(WN llAROfN OF EOi.N If 4S 115 FTOF W 13,1 FT row N 2!1 l'T OF HIUMAHS U( WN GA.ROEN OF EDEN I 4 9 !15 FT O!=W 13" FTTGWN 2SFTOF S 12<,FTOF E3'FTOFW 13'FT 0FSOLOT LOH7S I 21~ BLOC!<-HJWIANS U( WN OAROEN OF EOEN • 4 LOT 8 TOW POA LOT C eEG Nf C HILi.MANS IJt WN OAAOEN OF EDEN t 4 LOT 8 TGW POR LOT C BEG NE COfl LOT C T"H Sl V H.G E LN 7 n TH NW1. Y TM' ON N LN OF LOT C 20 FTW OF NE COA OF SO I.OT 1ll EL't ALO N LN 20 FT TO BEG RENTON SHORT PUT IS-4" Ai 11003020!509 SOPI.AT OAF BEG N 1UCOFI sec Sf tJ A LOT •21!1 BLOCK• HILI.MAHS UC WN OAAOEN OF El:l:111 • "4N «I FT OF S :J,14 LESS POA L V NL YO HII..LMANS LX WN GAAOEN OF EOEH I 4 N 110 FT OF S 314 LESS POR LY NL Y O,LNSMPONWLH lat2'FTIFR NWCOR Mn!ITH NIIIMl'-11 ITOGLNSDL0Ta5 LOT·ffl BlOCI<· HrWtt1AHS UC WN QMDEH OF EDDI I '5 JO n OI' N Z20" OF S "'4 HU,l,Ll,HS UC. WN GAADCN 'Of EDEN l4IS70FTOF'N:tl0FTOFI-- LOT·III 8LOCl(, 111U.JilANSl.A WI\! GMOIEN 0, EDEN• 41 LOT C 0, RENTON IIHOAT PIAT 25-11 A ltlUMAHI U( WN GAAOEN 0, BlEN I, LOT COP' RENTON SHOAT ll'UIT &71 AV1J ,nornrm1 ISO PLAT~ S3"' LESS fll 2Zln' 1 lEsa: S II FTO, W 1:JotFT I LENS 117 FTOFE 1,0Ffll.fMWJOFTOF If llOFTOF N 25 FT OF S 1 20 FT OF FOLi) OE$C TRTttA T POPI T"A 2711 ALL ...... --. ' . . ,,; .-~.)l \ :,-_________ ----------- r I i I I ! • Description: King,WA Document Order: 204656 Comment: Year.Month.Day.DocID 1992.902.1077 Page: 33 0£ 42 • • • i I ' I i '" "' 0 0 • WEST KENHVDALE SPECIAL ASSESSMENT DISTfllCT ROlLOF PAIICELS WITHIN DISTRICT DONOFRIO FRANK E 2SOIHEJONESAVE RENTON WA NO!i0-2271 -cAG8 MOOOIE JOHN T I AUMEN r US.t. 1732NE NTH i:iT A EN TON WA 90056-2.263-cRM I ~UAL OESCRIF'TION· LOf.295 BLOCK· tllUMANS UI. WN GARDEN OF EOEN I £S 70 FT OF N 150 FT OF S 311 Hlu.MAHS U( WN OAADEN OF EDEN I 4 S 10 FT OF N 150 FT Of S 314 LOT•295 llt..OOK· H1LlMAN8 UC. 'M4 OAROEN OF EOfN I ,4E 60 FT Of S 157 FT HIUMANS UOVN OAROEN OF EDEN UEl!IO l'TOF S 157 FT KC TuACQt: ~354&-05 "' "" '" "' OlMA.nEOJAMES E 1n&NE241'HST RENTON WA ;eose.2213 ·CR68 FLSl,uNQ JOliN E & GWEN F 2422 NE .ONES AVE RENTON WA aeo58 BARKER SHARON A 2414N£JONESAVE RENTON WA U05II SCliUMSKY OONAW 2019 NE JONES AVE FIENTON WA 9005&-2659-CR68 LOT-29S BLOCK• H!U.MANS U( WN GARDEN OF EDEN 14WS0 FT OFE 120FT OFS151FT Hll.l.MANSUCWN GARDEN OF EDEN 14 W SO FT OF E 120 FT OF S 157 FT LOT,295 BLOCK• HILLMANS LKWN OAAOEN OF EDEN 14 LOT A OF RENTON SHORT PLAT 2$-76 A HIL.LMANSLK WN 0Af1DEN OF EDEN, 141..0T A OF RENTON SHOAT ~T:15-?6AUO•no7~:u so PLAT OAFS 3/4 L£SS N 220FT l LES$ S iSFT ~ W 134 FT l LESS S 157 FT OF E 120 FT I LESS W !IS FT Of' E 156 FT OF N 25 FT Of' S 120 n OF FOLO oesc TRTHAT POA TR 275 l ALL LOT-~ BLOC!(. HIL~ANS U( WN GARDEN Of EDEN N LOT 8 OF REN TOH Sttell=IT Pl.AT 25-78 A HIUMANS U( WN GARDEN OF EDEN 114 LOT I! Of RENTON SHOAT PL.AT 25-79AIJO •no1'250831 SO PLAT DAFS:Jl4t.£SS NffllFT& LESSS95Fl~ W 13itFT I U:SS S 1ST FT OF E 120 FT & LESS W :JIFT OF E 1511 FT OF N Z5 FT Of S 120 FT Of FOlG oesc TAnlAT POfl TR 275 l ALL 1.0T·32G 81.0CK· HIWIANS U( WH QAflOEN OF EOEll • SN N Z-:1 FT OF S 193 l(J FT LESS S HILLMANS LI( WN GAA0£N OF EOEN f SN 9EI 213 FT OF S 193113 FT LESS ST l'iWV LESS E1QFTOFNH?FT .' ,._ ,,, r--- 1, (\J'=? _'_'_':_=""-'_' -=~-=·~ ... ~"=~----~===============---------~ FANNING QEOAGE A LOT-328 6 327 81.0Clt• Hlll.MANSU( WN ONIOEN OF EOEN \ 0 2021 NEJOHESA\'E I 5e 1112 FTOfN 12FTOF S 193 HIUMANSLl(WHQAAOEN OF EOEN ~ RENTON WA!ll(lS8..28M.CA88 OE162FTCFN12FT0FS 1!131!3FTOF3281W1/20FN62/3 ' r\J FT OF 328 6 W 1/2 OF Sia FT OF '¥Z7 6 S 6 FT OF NI 2/3 E 1/2 OF 32& I)"-KC Tu Acct le 33USD-0126-01 LESS POR FOA ST HWY ,.. "' SCHUUSIO' OONALD 2019NE JONES AV!: REN, Jt.! WA III05&-2e!.t -CA$1 QU1P«:EY AL.EICANOER V & MARY 2025 l'IE JONES AVE RENTON WA 11111)56.2659 -cR&8 U)T,UI BLOCK-Hlt..U,IANS lK 'Ml OAR DENO, EOEM 1 5W210 FT OF N 10 FT OF S 11112/lFT I-III.IJllAHS U< WN GAAt11!N OF E()tN I 5 W t10 FT OF N 10FTOF S 118 t'3 FT LESS ST HWY l 2A LOT-32t-l:l7 BLOCI<• MILLMANS LI( WN GAAOeN OF &OEN t 5E tf2 Of l"lB N 2/3 FrOF 3216 HILL.MANS LK WM GARDEN OF EOENI SE 1/20f'FLG N2J3FTOFl2U.. SIIO"OF327 ' I (7 • • I . -; ; · · . ·,ir~ A ' '~· . ' :va, •• L __ Description: King,WA Document Order: 2Q4656 Comment: Year.Month.Day.DocID 1992.902.1077 Page: 34 0£ 42 • G ie:i" -··- I w ~ -0 z ~ % -z ,'J~ -~ . ;:\ -·-u.· ,; ~: w, ~< ~ -w % w-li ~ ~o ~ > :: ~= :I ' %~ _ ... ~ :: w -% z-w XO ~-:Sw 0~ ; ,.., 0 i i= !'.'.'. !!;!:: ' '" ·i ;: 0 ~ " t I fr I ' l I .. I 0 0 • WEST KENNYOM.E SPECIAL MSESSM!:NT DISTRICT ROU OF Po\RCELSWITHIN DISTIUCT r-- r-- ... "' JANE JCtiNA 2100 N[: HIGH AVE RENTON Wit 9eD58-2tl1B ·CASI! Sf'ilRROW WIWAM M 2033 NE ..otfES AVE RENTON WA. 980!So!-2'59-CR&II HOLTESTllERL 2124 NE HIGH AVE RENTON WA 98058-318 ,CABS kC Tu A<tt •: '3U50-0190--().) SPAAROWWILLIAM M Eoteo 2033 NE JONES RENTON WA 980Sll-2659-Cf'l611 KC Tu Act!,: 334450·018H)9 "' "' '" UI.AICH O~IELE & CAROL 2125NEJONE'SAVE RENTON WA 98056-2657 .CR61 l(NUOOON A 2116NEHIGH,l.VE RENTON WA li805S·:?618-CR6i CHAVIS LYNNA 22"16 NE HIGH AVE RENTON WA !NOSl-2617 -CASI °:= l(C Tu Ao,:'! I: ~89-01 25 213 STFNARTKEMNET'lolJACKSONJR CJ' 2132 NE HIGH A\/E ~ FIENTON W,0805&>2'619.cAGI I)", KC Tu ""9 I: 334'50-0190-08 '" PAESTON GeoAGE C 2217 Ne JOO£$ AVE RENTON WA ~2855 .Cl'IGI J<C r .. kid,, 33,WS0-0191.01 '" ULRICH MARTIN J Z!0!1 NE JONES AVE RENTON WA 91CJ56."55 -CAie I LE.GAi. 0ESCRIPT10H: LOT·327 al.OCK· Hlu.MANS UC WN QAROEN Of EDEN I SW1/20FN 110FT LES!i ~R TOST HIUM""'S U<WN GARDEN Of' EDEN t SW 1/2 Of N 11 0 FT LESS POR TO ST LOT,32181..0CI<-HlLlMANS LI( WN OAAOEN OF EDEN I SE 1/2 OF N 1 IOFT Hlu.MANS LI( WN QAAOEN' Of EDEN 15El/20FN110FT LOT-328 Bl.CCI<-H!Ll.MANS UC WN GARDEN OF EOEN I 5H 1/2 l.ESS E 100 FT LESS ST trW'f H!LLW."tS U( WN GAAD£N Of E0£N • 5 N 1/2 LESS E 100 FT LESS S'T HWY LOT-328 15lOCI<• HIU.MANS U( WN GARDEN OF EDEN I 5U:SS W 126 FT Of S 1/2 LY(I ELY Of"S HILLMANS U( WNGARt,EN OF EDEN I 5 LESS W 125 FT Of S 1/2 LYO ElY OF ST HWY LOT-321181.0CK· Hlt.!J,IANS LI( WN GARDEN OF EDEN f5E 1001'TOFN 1/2 HJLLMAHSU(WNGAROEN OF EDEN t SE 100 FT OF N 1/2 LOT-329 8LOCl(• l'l1LLM.-.NS LK WN GARDEN OF EOEN # 5W 1~ ~ Of S 1/2 LYQ ELY OF ST HW Hlu.MANS I.I< WN GARDEN OF EDEN-5W I~ FTOF $ 1/2LYG ELY OF ST HWY LOT .3211 BLOCI(. HIUMANS LK W~ GAFl;)EN Of EDEN , !iN 121 FT LESS E 10 FT LESS ST tf'NV HILLMANS I.I( WN GAROENOf: EDEN• 5 N 121 FT LESS E 80 FT LESS ST WWY ~-329 Bl0C:K• HIU.MAHS I.I( WNQAAOENOF ECEH I Sl.ESS N 1 211 FT LESS E IO n l£SS ST HIU.MAICS LK WN GAFIOENOF-EOeH 's i.E$S N ,ze FT L.US E ao FT 1.ESSl11iWY LOT .:,a 8'..0CK· HIUMANS LK WN GAAOEN Of-EtJEH I SE a:, FT LESS S 100FT HIU.MANS U< WN QAROEJrl OF EDEN t5 E IOFT LESl 1100 FT LOT-D Bl.OCK· Hill.MANS U( WN OAl'UlEN Of EDEN 1 SS 100 FT OF E 10 FT HIU¥ANS LJ( WN GARDEN Of EDEN t SS 100 FT OF EID FT 11 l ! " • Description: King,WA Document Order: 2Q4656 Comment: Year.Month.Day.DocID 1992.902.1077 Page: 35 of 42 • • 0 a2xlO :t::l:.Z .c:,-.-.,·· Q = ,,. -r- I .. •,.. l r -, ...... -"' RATFVr.YRN a:IOI NE JONES AV!! 0 • WEST KENNYOAL! SPECIAL ASSESSMENT Cll8TAICT ROLL OF Pt.flCELS WITHIN OISTRICT LOT .330 81.~ Hll.1,.MANS UC WN GARDEN OF EDEN REHTON WA 118Q5f.2'5,3 -CRIii I SN 1f11 '1' OF E 200 l'T ~ S 7 flTOHtUJIAHS U(Wh' GNlCEN OF EtJEH • 5 N 107 FT OF E JUI FT Ln5 9 7 FT OF W 30 FT1l10f KC Tu Acct I: ~10-04 "' "' "' '" "' "' ltANIIOOH3 230CI NE HIGH AVE RENTON WA NOSe-2611 ..CR61 L!NOOA.N OAVIO l OE:tofU. K 2224 NE HIGH AVE RENTON WA i805&-2811.Cff6a HANSON JAMES Rl MARGA!'IET L 222SNEJONES.4\IE ~TOH WA NOSs-215$ .CASI MIIC,C OUNCE W l PATRICIA Iii 1801 NE NTH ST RENTOM WA ll8058.22e8 LITnEFIELO WAYNE F 2004 NE EOMONDS AVE RENTON WA 98()5i.2707 UTil.EFlELD WAYNE F 2COt NE EDMONDS AVE RENTON WA 'illl056-2707.CA53 KIN!IEAG JOt1N C l USA I( 2516 NE 2UTH ST REIIITON WA, *51-2363 IOHBERG JOHN C l USA K 2516 NE 20TH ST RENTON WA taM,ZMl3 GllflCldJR 25k NE 20TH ST RENTON WA 8II0!5IH:"3 LOT .a:,Q 81.0CK• HIL.UWC$ I.K WN GNIOEN OF EOEN I SN 100 FT OFW 100 FT l,£S8 8T HW't HII.UIANS UC WH OAROEN OF EOENt 5 N HID FT OFW 1DO FT LESS ST HWY LOT-33011.0CK-HiU..lWCS U( WN GAAO(N OF ECEH t5S 113 FT LESS E 110 FT lS 7 FT Of N Hill.MANS UC WN GARDEN OF EDEN I 5 S !13 FT LESS E l!OFT & S 7 FTOF N 107FTO(:W 1:JOFT LESS ST HWY LOT -33'J BLOCK-Hill.MANS UC WN OAACIEN OF ED£N 1 SS 113 FT OF E ,0 fT HIU..MAA'S UC WN GARDEN OF EOEN 1 5 SOH'T a, E 80 Ff LOT-331 !11.CCK·HILUtAHSU(WNOAIIOEHOffEOEN tS LESS ST HWY HlliMANS lJ( WN LOT-1 &LOCI<· 1 HusaANOS FIRST NXJ LOT•1 Bl.OCK• 1 HUSEI..NIOS FIRST ADO LOT -2 Bl.CCI(. 1 lfJSElAHOS FIRST ADO .. ----' . ··-·.·:::-._-:: ~ 0 .• -.. ~ • Description: King,WA Document Order: 2Q4656 comment: Year.Month.Day.DocID 1992.902.1077 Page: 36 of 42 0 0 0 i 0 == ·' ·..J,'-4 i .-·,. ! .., "' '" --dO-. Gl8"0HSJl'I is2.tNE~Sf REN?"OH WA MOM-23113 8RIOOU FUCCI E & QUll:lt! J Z!l(ICJHEZIJ™&T 0 0 • WEST KENH'l'OALE SPICIAL ASIEUW.ENT OISTIIICf AOU. 0, PAAC!UI WITHIN QISTIUCT 0 RENTON WA IIOY-2'81 -cR53 "' "" '" N 233 5 N eRIOOES RICCI E & OOC!I!. J 280C1 NE 2Dfll ST RENTOk WA IIID5e•Zlel GAUfl. -; RICtWID A COll11 21111 N£ 20°™ ST ~NTOM WA N0511-2311 -C!'IU OAMs:.E FIICJ.WIO A C0179 211 II ME 20TH ST flEHTOf,I WA IIIOSf-2'311 5TUfWAH RACHEl L 2'62• NE2ClTH ST 1,£Nteff WA N054!Ml381 ST'UmlAN FIACHf1., L 2624 NE 20TH St RENTOH WA ~2381 H\JSEUND AUOS E lttS NE EDMONDS AVE "'""" WAll:05f.VOI CJ"'KC Tu Ao:t I; 154210-003$-0? "' --· 1t1tNE IEDMQNOS,t,Vf REHl'QN WA1«161-Zl09 M:C Tu Am It: 351:.0000,&-o:2 "' MUSEi.AND AMOS i me NE Ei*OMDS AVE "'"'°" w,__,,.. l(C Tu Acd I: l'S1Z!Ooo«005 ---------· LOT-4,$ ILOCII:, 1 itlJRl.Nl()I AMT AOOl 1'1' Of LOT •TOWWIO:fl Of LOTI H\lSEl.AM09 FlRST -'00 e In" OF LOT 4 mw W 11111 no;· i.oT I l.O'J .... sBLOCK-1 r,tiJSECii&FrRST AOOI irionoufow wcoHOF Cot 1 Hl.1$£1.ANt)S FIAIT ADO E I FT OF LOT • TOW W 10 l'T a, LOT I LOH, I 9LOCI<• 1 MUSEL.ANDI FIRST AClO LOT I 1.£11 W QI" TQW AU I.Of i HUSflAN~ FlflST A,pO LOT S U!:SS W CO ,r l'OW .W. LOT • LOf.5 •• ii.&,i, I HU,SfLAIC)II flAlr ADO LOT i 1.u,1 w -,FT TOW AU tot, Hl/SE1..AHOS FIMT ADD LOT I L£A w CDFT row Au. I.OT. LOT•1 ll..OOC, 2 MU&EL.ANDC FtRST ADO LOT ·2 91.0CK. i ii.iiii.N«i rmT .itb ...... Description: King,WA Document -Year.Montb.Day.DocID 1992.902.1077 Page: 37 of 42 Order: 2Q4656 Comment: • 0 . 0 • .. I w ~ -Q z ~ : ,: ~ . j: ··-:1 ~ ,< w ,~~ u-i ~; ·~ . w, ~, I ~ " ~ ~!:: I :~ ~< ~ ~ w ~: z~ w '!i:: ·~~ I o . w :, ~- ~~ : : --' w I •J -Q z ,. ,._ r-- 0 (\/ D ,,... a (\/ ,,... , ... ·-"' HO!U:i'...\Rb .iii& E 11111 NE EDMONDS A\/E RENTON WA teO!e-V'Ot KCTuAccl/1:~ '" "' HUSEV,NO AMO$ E 1011 NE EDMONDS AVE AUTON WA 91D51,270t HUSEI..ANO.WOS E 1911NE EDMONDS AVE RENTON WA -~voe KC Tu Am f: 35-412:JO 0045 00 0 0 • Wl:ST KENNVOALE SPeCIAL.t.SSl:SSMEHT OIS'TAICT ROU. OF Pit.AC£l.S WITHIN OIITAICT LOM-4 BL,OCI(• 2 HUSELJ.NDS FIAST AOC' ALL :J l W 5 FT OF 4 HUSE\ANOS FIRST A00 AU. 3 & W 5 FTOF 4 LOT,34 8lOCI(, 2 HUSEUJ.OS P.AST AOD ALI. 3 I W S FT OF 4 "' SMITH GAEQOAV D & PECGV M LOT~ l 6 BLOCK· 2 HUSELAHOS FIRST ADD E 8& FTOF LOT 4 TOW W & FTOF LOT 5 2600 NE 20TH ST HUSELANOS FIRST AOO EIS FT OF LOT 4 TOW W S rT OF LOT 5 RENTON WA 98058-:r.Jll2 ·CAS3 KC Tu Aeet II: 35'230-0050,02 "" "' TURNBULL MAATMA S 2'1117NE20THST RENTON WA 98054J.2362 T\JRNBUU.MARTMAS 2611 NE 20TH ST RE""10N WA 981)56.23$! KC Tu Aoct #: 354230-0055-07 ,., HUSEL.ANO AMOS E 191SNE EOMONOSAVE RENTON Wit. 98()55.2709 KC TM Ao::c I: 1um 0060 00 HUS£1.ANO AMOS E 1111 HE EOIIONDS AVE AafTOf,I WA NOY-VOi KCTuAcd•:~ ... "' MATCMl:R JEFFERY L & KYM L 2141 HE 20TH ST RENTON WA 980Y-23U HATCHER JEFFERY L & KYM L ZIMI NE 20TJ1 ST RENTON WA INI05f.2352 LOT ,!i 111.0CI(. 2 tiUSELANOS FIRST ACO LESS W 5 FT HUSELAND3 "IRST ADO LESS W 5 FT LOT-5 BL0CI<• 2 HUSELANOS FIRST AOO I..SSS W 5 FT HU!El.AHOSFIRST ADO LSSS W 5 FT LOH BL.OCI<· 2 HUSft.ANDS FlRST AOC MUSELANDS FIRST .-.00 LOT .f BLOC:I<-2 Hl.lSEL.AHDS FIRST ADO Husa.»tDS FIRST ADO LOT·7 BL.0Clt·2 HIJSElMOI FIMT ADO HUSEUND9 FIFIST W LOT-1 81..0CX· 21-fUSEI.Nd)S MST ACO HUSE1.MO$ FlAST 1,/)0 KCTPACICII.~ ...... r I • " • • I © ,• i I 'l / ua ,e:,;n?SertrlJ*"*nzr;:r: :d·,w .. 3i~ m :.. -. -: -. ..·· --. '. ~,;:. •\ <:~• ~--------~ Description: King,WA Document -Year.Month.Day.DocID 1992.902.1077 Page: 38 of 42 Order: 2Q4656 Comment: -~·· ,.. ... - ,., WCEUECE RAYMOND I( VOi NE 20TH ST RENTON WA 98056-233' UC:EUECE RAYMOND K 2701 NE 20TH ST RENTON WA 98056,23:W 0 0 • WEST IIENN'VtW.E 81'£CIAL ASSESSMENT C14rAICT ROU. OF PARCELS wmuu DISTRICT LOT -1 BLOCK, 2 MUSEL.ANOS FIRST ADO HUSflAHOS l'IAST ADO LOT-8 GLOCK· 211USEI.ANOS RAST ADO HVSti.AHDS FIRST ADO KC Tu Acd f: 3S123Q.0070.0II "' "' "' '" "' KOONSLK 2MONE 2Cm! ST RENTON WA 111(15&.2381 l(QONSLI( 2640 NE 20TH ST AV/TON WA OIIOSl-2361 LOT-II BLOC)(. 2 MUSEi.ANDS FIRST ADO HVSEL/1.NOS MST AOO LOH Bl.OCI(. ii HUSEL.ANDS FIRST ADD ~ """""' SN4AGUH FA/1.NCISCO JAVIER .i. PAT LOT-10 lll.OCI(. 2HUSELAHOS FIRST ADD a»4 NE GL.EHWOOO AVE HUSEL/1.NOS FIRST A.DO RENTON WA98058,.2:307 S/1.HAGIJN FRANCISCO JAVIER SPAT L0':"·10 BLOCK, 2 HUSELANOS FIRST AOC 200i1 "4E 01.ENWOCOAVE HUSELANDS FIRST ADO RENTON WA ~7-CASJ PAC:KAFIO QEAALl)lNE 200& NE OlfNWOOOAVE RENTON WA IIIIOS&ZI07 LOT ·11 Bl0CK• 2 HUSE1.ANOS FIRST /1.00 NUSEl.ANOS FIRST N;JJ KC Tu Aoct I: J5,i230,0085,C1 "' "' "' P~ GEFIALDIKE 21XS Ni OLEN'NOOO AVE F,l;HTON WA N()N..2307 LAASOH THOM/1.S JAY 2QNE UONTiAEY /I.VEE AEHTON Wo\--.mS LATTA RAH0ALL LI 0~ 0 2412 NE MONTEREY AVE E RENTON WA 911)511-2275 LOf,11 lll.OCK· 2 HUSELANOS MST ADO HUSEI.NIDS FIRST AOC LOH :!ll.ClCK· ITOLLiNIIIAYiR MX) .... ,, ;,.- D I Description: King,WA Document -Year.Month.Day.DocID 1992.902.1077 Page: 39 0£ 42 Order: 204656 Comment: • • .. D • r = ' .. .~ . =: ~ :. ,,. -.;.•. ' I ·!. ·., I ' ·1 .:!,.... .,-. i'~ .N :!; .N "' ' I 0 • Wl:ST KENNYDALE SPECIAL ASSESSJ.IENT DISTIVCT AOU. OF PARCEUI WITHIN OISTRICT I~ 1.AASON JERRY 0 1241 I NE MONTEREY AVE E RENTON WA ~:ms JtCTuAXIII:~ '" MCKENZIE DCNALO R 1>'7$ ~424 Ni MONTEREY AVE E RENTON WA 98055-2275 KCTuAa:tl:~1 "' JOHNSEN PARKER L & JANETH 2430 NE MONTEREY AVi E RENTON WA NO!J&-2275 KC Tu Aoc.'11: ll(l2620.0050,D8 "' "' Q1L8EATSOH TOOO L 2'31 Ni MOHTtREY -'iVE E ACNTON WA oeos&-zm TAUMANSTEIJENW 2442 NE MONTEREY AVE E RENTOH WA ~227S KC Tu Aoc1 #: ll02820-0070-04 '" BATES ALBERT T C~7i 24'1 NE MONTER~( AVE E R£NTQN WA 98()58.Z!75 STA.ANO ANDREW Q & JULIE A 24'7 NE MONTEREY AVE E REN TOH WA al050-2211 KC Tu Aa:I: t: 8C2S20-0DlilO-O "' CI-IAIJ[)FtY MANSOOA M 2<W1 NEMONTER£'1' AVE E Rl::NTOH WA 9fl056.227& KC Tu Acee t: lt02U),01DO-OI "' HAGER STEl'ffEN M I JANE J 11121 NE t7Tk Kl~ WAllllllm KC Tu Amt: l02ll:20-011(1,,(l8 "' ~OJOHNNYR 1R2NEMTMST I\ENTON WA IOO$B,Z251 LOT·3 BLOCK· STOUENMAYER AOO LOT ... BLOCK· STOLL.ENMAYER AOO LOT·7 BLOC(• STOU.ENMAYER ADO LOT -4 BLOCK· STOLLENIMYEl'I ADD LOMI Bt.cx::K• STOUENMAYE~ ADO LOT-IOilLOCK· S+ouiNMAYEf! ADO LOT-11 8I.OCIC· STOI.LEMilAY1:R ,ioo LOT -12 l!ll.OCI(• $TOU..ENMATtFI A0D ...... --. -- 'If ,: ·-·; -~, S: r 0 .. • .. , .·.·:.~ ·r· r eernt Description: King,WA Document Order: 2Q4656 Comment: Year.Month.Day.DocID 1992.902.1077 Page: 40 of 42 • • 0 0 0 0 • -· I ' ! I" . ' I ,-.. ,-.. 0 WEST KENNVDALE SAiCIAI. ASStSSMEHT DISTRICT ROLL OF PARctl.8 WITHIN OISTRICT ..... ·-"' FURIIEA JA.ME9 Pl MILLEATOODA LOT-2 BLOCK· URC'HSUB0M510N L£SSW 1 FT j8,2 .. NE 27TH er '" RENTO+I WA~22411 GIST OEOf'IOE W Ol71 te2eNE2TniCT REN'!'ON WA NOSf.2:245 KCTaii~lt. HII000030o3 ... "' SMITH OAVIO A 1030 NE 27llt CT RENTON VVA lilll056-2245 OAHUIAN IUCHEl IC E11N 11127 NE 27lH CT REN'fON WA IIIOSf-22-tl ltC T _. Am t: aacec:o O'WI ,.. "' "' SCKELL A0tW.D l 1 ISII NE 21TH Cf RENTON ~AIIII05&-~ POFITE SANORA M I TOOO P 1115NEITTHCT RENTON WA te05f.n4fl lOT-3 SL.OCK· UACH Wsbiv1s10N LOT"4 5l.OCK• URCH SUBDIVISION LOH BLOCIC· UACH SU80MSION LOT~ BLOC!!-UACH SUIIOMSION LOT·18lOCI(. URCH SCBDIVISION O N -~.,•,-~c",'a',s'nw<=, ...... ==,------,o","-•"===.0wooow,o===0 TEAAACE==="'°=-------------- 111& NE CAAIAS AVE ~ FIEHTOH WI\ 11*·2704 \J" KC Tu A«! l. ~-0010-0I "' "' "' TVCICER WIL.UAM A E0175 UIOI NE CAMAS AVi RENTON W .. IIIOM-VOil JONES JOl1ft I .JJOV 1270 tll2 NE CAIIIAS AVE AENTON VVA lll;l68-1102 CAAAAT04t-4NALC0179 t,00 LI( ASHINQTON II.VO •IS tN RENTON W,\ NO!WI ....... r I 0 • Description: King,WA Document Order: 2Q4656 Comment: Year.Month.Day.DocID 1992.902.1077 Page: 41 of 42 0 -· 0 I G xla '< = i i ,, I ; "· ., I -...... m "' 0 Q • WEST Kf:NNYOALE SPECIAL ASSESSMEJWT OISTFIICT ~ OF PAACELS WITHIN DISTRICT w,&PUS C:HUJiii Jfl I M »Jd tla'NEC:AMAIAY! AEHTOtf WA --.vm WOSlCZAI( A0JrW.0 P I ZORA L lt21 Ni: CAMAS Al/£ AENTOtl WA -.ffl!Z LOT-1 ILOCK· I WOOCI.NfO TiMACE N)O T i TOW POii TR 221 CC Hll.LIIANf I.AMI W/,Sli CWtWOOOl.ANOl'EMACI: AC0 LOTS TOW POA ffl 221 CD MIU.MANS LAKE WASH OAAOEN OF EOEN C1Y NO, AS FOi.CJ SEO MOST S£l. Y COA lDT I WOOOl.N«> TERRACE ADO Tit S ALO E LH TFI 221 ii FT TH W PLt S LH 9D I.OT 6 TAP ON A LN WCtt I & PL"T i! lit TR 2211& 35FT 80F SWCOA LOT ITM N t<C Ta Md I: 9$2640 "OIIO-OS "' "' "" ,... ,... 0 2! s N J' amoMIIEAO 'o'eRNON A FOl71 1'3:INECAMASAV! RENTON WA 1JI05f-2102 SffiOMIIEAO 'VEANCN AFOIT5 113:J NE CAMAS AVE RENTON WA em»2702 FRANCiSCJ.llNA EOWAAO 1278 1901 NE CAMAS AVE RENTOt,1 WA IIIII0!&2703 LOT·9 BLOCK· WOOOV,HD TEAAACE ADO WOODLl,NO TEP.RAC£ ADO ...... i ' • Description: King~WA Document Order: 2Q4656 Comment: Year.Month.Day.DocID 1992.902.1077 Page: 42 of 42 0 .. 0 I fl> e D ['1.ur 21-58 Jan 31-5e (No~txb! E292373) t1.oo 4884438 Burnell E. Larson andllelphine E. Lar•son, ha and ur To Raymomd c. J.'Jykeo and V1r1g1n1o Dykes, hr cy and qc inctudg any artr aoqrd t1tl: Tht ptn of tt 293 of c. D, H11lmanR Lake Washington Girden or Eden Div #4, Vol 11 or plats, pg 82, KCW, aar: . BeG on the E ln or sc1 tt at a pt 234,oo rt N or theSE cor thror; th w pll with the s 1n or :.d tt ri dlBt or 4 rt, m/1 to thtJoen 1n of an x1stg drainage ,ditoh; th N !ilg a tangent fOl'lllg ad o~:1 ln 197 ft, m/1 to a pt or ourv to the left; th M pll-with the E ln or sc1 tt. to the N ln throf!l; th .E alg ad N 1n 4 rt m/1 to theNE oor or ad tt; th s alg the .E ln thDor to thepob. XCNOK· Ml to Brightman, Roberta & Holm PO Box 90 Renton Wn (J) . 0 Mar 21 •5s (Nontxbl E292372) o.o 12;.;57 $1, 00 4884439 ·· P hl snd w1n1rrled Pohl, hwr · Chari;~ ~~ncf a. Dykes and Vlriginla M, Dykes, hwf cy and~o 1nolwlg any artr aoqrd oes am as 4884438··- tltl1 XCNOK · Roberts & no.:.m pc, box 90 RentonWn Ml to Brii;lltm.11n --------------------------------- I . I ·' UTILITIES II !.!!!.!!!.!! 8l/Q6./~ RECO F CASHSL CI0604 e JKIS UESTRUREIU • ~ lt.h :1 ~~ i;.( _______ ;..,.='---------ijJ.L;· '-by 1nd . between CIWtLES A. POHL; and WINIFRED I{, POHL a ·---=-------=-~--""' ----==a..a......a='"-------'° •rid ~ -----------------• n d ·N ~~~~~~~~~~~~~---~~~~~~~~~--~~~ 2§ •nd _________________ _ -· hereinafter calied "G~antods)", and the CITY ·or RENTON,• HllniCipol.Corpontt_on of l(ir\g tourity. 1::klshingi:on, hereluftei-called "Grantee". 1/ITNESSETN, Th.It uid li,rantods), for ,and in coMlder.ation of the sum of $1.00 One Dp11ap and NoilPPe pa1d by Grantee. ond other valuable c~$idt,:.;;,1"'t"f'"on-,-do.,..~b-y- tbno prese11u. gr&At, t.Nartetn, 1cll 1 ~Ylly,·ond worfont unto the seid Grantee, _Its s~S enct.QSsiPS:, an eosczant for pubtt·G· utlllttn (Including wate-r and SGlfer) with neca!is.,ry -,urteftences -oval', through, ~ross and upon the follawtng. descrl bed prGperty i_n King Coun:ty, 16:tshfngton, core swirtlcularly descrtbod as follc.,s: · The north IS, feet of Tract 293 and the vest-15 feet of Tract 284 of C.D. RiHma.n's Ulke( -Washington Carden. of Eden. ~iViaioa No. 4. according to th"!: plat thereof as recorded in Volume. 11 of Plats~ page 82. records of King County~ Washington; EXCEPT thereof the SOUth 134 feet of said ves· IS feet of satd Tract 284. FILED FOR RECORD AT REQUEST Of cmci Bf 1D1 an cu111 REa!ID IIUICIPAI BUil 2118 IIIU 61£. 19. / R!Dlll!l, 1111 111855 Ut#l • I • , RECORDED n::_r: r.•. ·: .bil9 (l 'f _j,,; . r '· 1 ri....LWC.;.;..:..-,--· .. ···· Description: King,WA Document Order: 2Q4656 Comment: ···-· Year.Month.Day.DocID 1981. 629. 604 Page: 1 0£ 2 ,. . ., .· ···-~. ,. __ ,~·· ·. ·'-·· ·, ! ··-1;···-,c./ . ·,'.".'.~., .... c:Jf ,, .. i . . Sot d lloNiDfoN. ""'ti r,ad grantee, t ts successors or. oss I gns, shall ha,., t1t2 rlg!lt, trltllout prior nottce or proceeding ot Im, 1.t such tlaas es ""II' be oocessory to enter -SAtd aboR descrlbad p....,.rt,y.for tho purpose of amstructl•g, ll!llatolnlng, repairing,· al tarts· '"reconstructing said uttllt,p. OI' atllag it:(/ ..._.,ti..,. tb""'111r, a,c...ut' lnaar,:lnt-!11111.es>J . 111>11~ qr ltdtftlt,y, ti,;,,efore, proritl>d; llt•t sudl ca11StrattlOll, ooln· ~lal_ng, ·repolrlog, altering or ·.l'8COIJStnict1oa of such utlllt,y slulll be -11sita4 In sadl • ---tlt2 prhota 1.,,,,..,...,..ts oJllstlng In tlt2 right rlgllt(s)-of __ shall not Ila d1stui'lled . or d.,,.g>d, or In the event they 1re distu,t,ad·or ~d, llloy trill ba "'llhced in es gaod • candlttan os· they..,,.. icaadtoll!ly bafore·tilt p-~ 111s enll!red upon by the 6rmitee . . . Tlt3 Grotor_sball fvlly use "'41 Q!!Jc-, a., ofelllllascrtlled-p...,;ses, _ · llicludfAg-tb rt# to_ Nfafa tlla rtgllt to ·use tltt sarllce 'of'sold .r1!$1t.:Of""'I)' ff sa<h ase as·IIDI: lilterlere wtllt lnstollotlon ond ... 1._..,..., .• ,.tltl! utlllt,J lino. ~ •• tfte grator shail not erect l!Uildlngs or stnactures over, 1111cl!r or across Uta rtgllt-of-,,.., doring the existence of such ut111t;y. · -n,i. easec>ftt, llllall ba •· COY2Rm1t ninntng trlt!I the laid ind shall be bind- ing on 'tha 6rantor, Ms sUC.cesson, heirs and assigns. Grantors c:own'1nt that they are U... 1"""1 """8rs of tllo ...,.., p-rtles end that they haw • good and ll'•ful right to ema,12 ttifs ag.,,...,t. e#e,12.. (f. If.~ . IRd r&fw' fa fJ,/, STATE ~F ijASHINlrrON COIIITT "OF KIR& ss end and I. the undersigne_d._J: nOtary public in and fol" the State of Washington. hereby certify that on thts ~ of 0. • ,) 19 .LL. personally appeared before"' . V . :: . ';;;,:!,'.}; .. 1;+:)t1~ ~·----. ____ ...,_ ind ·~~~~~,'-'--·~~~~~~~,=.,.,..,~ tnd. . .· ; to Jm known to be 1ncHY1dul!l(s) dlscr16ed in and lfflO executed the foregoing tnstrua:ent. and acknowledged thlt l.:itc._ signed and sealed the same 115 g free and vohmtary act and deed iJJthe uses and purposes therein irentioned. . ··~-··· h"~-.,.•d.~,---.. _,~~-.... _..._ .............. -.. Description: King,WA Document Order: 2Q4656 Comment: Year.Month.Day.DocID 1981.629.604 Page: 2 of 2 -~·· . :..:':=.i ~: ~ ~TV 81' RENTON jii; IE ~ IE O '¥1 !Eiru ru OCT7·19 !Y DECLARATION OF RESTR lCTIVE COVENANTS BUILDING / ZONING DEPT. WHEREAS, __ C=HA~R~l~,t~;i~; ~-~._.,,P~O~H~L~•,_,•~•~N~J~P~R~•~IJ-"K~. ~1~·0~·~·~· _ are the oi.ners of the fol101r1ing real property in the City of Renton, County of King, State of Washington, described as Exhibit 'A' attached hereto. WHEREAS, the owr1er(s) of said described property desire to ·impose :he followi119 restrictive covt'n.1nts running wHh the land as to use, present ind future, of the above describ<:!d rea1 property. NOW, THEREFOR(, the aforesaid mffler{s) hereby establish, gran: and i111pose res.trictions and covenants running with :11e hnd hereinabove described with respect to the use by the undersigned, ttieir successors, assigns as f1Jllows: heir,~, and -~ t:= .• lffSTALLAT!()N or CFF-5ITE !MPP.OVE:itENTS "' The owner{s) of the above described p: _;,erty, tfie.tr. ::-.; --.-.; successors, heirs and dssigns, he,.eby agre~ .imJ covenant.tt1=- participo1.te in, siqn J petition in su;,pcr! of, and a,.:ept any future Local lmpro'fem·~nt Di~trict (UO) or Ciiy initia.ted proposal, and po1.y theil' hir sh.1re therefori:, for !he purpose~ of prl'l'fii!irig tile necessllry oH-sit,: ionprovenents r~1uired by the Rent.in Sub- division Ordinance. Said improvn111ents shall include but Ny Mt be li111ited to the instalhtion of curt,s, gutters, sidewalks, strett paving, sanitary sewers, stem sewers, uno!e:rgroul'ldir,g of utilities, and street lighting. These covenants are imposed In l i eu of Section 9-1105{ 6) of Title IX of Ordin1nce fl628 or the City of Renton- These toffffants sh.all run 11.ilth the land and expire or. Deeder 31, 2025. If &t any tic::!! 1~ts ue installed punu.ant to thHe cowen•u, the port ton of Ure covenants pert.,,1n1wg to the specific 1nsh11ed iQM Ot,s:.euts u reqv1nd by the Ord1nancn of the t1ty of Rentoa s.bal \ t.m:1fa1te 11'\Utout ~1ty of further :1oeua1n1t1oa. ;':-": -• ----~-·--··:•·;·:;t:,'·•''."'":'."r-:•:.-- Description: King,PIA Document -Year.Month.Day.DocID 1988.509.391 Page: l of 3--·-.•.. ,. Order: 2Q4656 Comment: j. Any violation or breach of these restrictive covenants may be enforced by p!"'oper legal procedures in the Superior Court of Kir.g County by either the! City of 'lenton or any property owners adjoining subject property who are adversely 4ffected by said breach, . wwefitd 1c. Rih.l STA"";"E ~F WASHINGTON) COUNTY OF KI ~G i ss On this·~ day of _,_.,,_~t_0_'-'-"---, 19~, before me oerson.i.lly appearedCI\Al{Lf':~ I\. PIJIIL & liliNlf':dm K. POHi, :he person(s) who @J.ecuted the within and foregoing instrument, and 1cknowled9ed said instr1J111ent to be the free an~ voluntary act ,md deed of said person{s) for the uses anc.i purposes therein mentioned. lit Wllta:SS W'rlUI.EOF, l have hereunto set 111y hand and 11.Hiited 1t1y official seal the d~ and ye.ir first above written. CITV OF RENTON ©) ii;© IE U WEIR\ ~ OCT7·8 I!!) ~ (4m 1¢ µ.LJ w,£,, '"and'"~)% W.11slllngton, residing at . .1. BIJIIDtAS / Zl)RIIIG DEPT. · .. , .... ,., ,···~-»··, .. ~,~ ... ~ . Description: King,WA Document Order: 2Q4656 Comment: Year.Moneh.Day.DocID 1988.509.391 Page: 2 of 3, . ··; -----~-------·-- .. /1) .., c:, /1) c:, II') c:, ~ Cl) Cl) ~· ~ ~ ~ ' > 0 ,, ~ :.~ ;j· ,::,:-: ~·~· -~ '"";."' ;;:.,;,; t~ ~ ... , ~ . ~ ~ ,. •. • •. Iii ~· I 1 :! :ii ~:XH!BlT "A" CIIM. !; fl .. l'\1Hl. & WINlfo'RP.lJ K. POHL SHOR'f' Pl,AT !"{Lt-: NO.: :.:tll'L {lf,lj tl"/ 1.0'l' N0.2 PER ATTACHED ORI\WiNG ur.Ttm ,JUN!'. l'llf/. ,l(JH rm. Ii~ 086. CITV OF AIENTON ~~~~~;~~ BUILOINC 'IONl'IG DEPT . ! •. ..• -~ --•k=-·~-~~~-~=~=-----~=a:~~·-..r-.-. --..... -.• -.---~.~. ___ , t ,· I • ' ' I 1,· l,;-i.,··. . ~ • ii, i1 ~ ~ ! ... 1 l I ;r ~--~ "' ~ ~ il , ;1 1-J . ~ i • I .' · i '$:51' · ~-! • •-"I -·· , -. : •. !J~ _j ""'~---... -~L.....::~=-~-,,,1.__. ... .L..,,:....!J~"''::..:~ ... ' ! -----.. ---:-... ,-.,-:'"'"",..; ' -•~· ! 7 1/ 1fJ1 t'J/E1' ······~'::~_r, Description: King,WA Doc~-~-~-:ear.Month.Dar·D~_:~ 1988.509.39~.P~~e~.3 of 3 Order: 2Q4656 Comment: ~ ~ ~ "" ~ ~ ~ ~ ~ ;_\j s:s ~~ ~ i"t ~ ~ ~ ~ ~ ~" . " '~ ~~ ~ ~ ~ ._ \; ,.,,.. f r 'r•'~ 1, ,i,iiii! ·~i ii•i ,i,, ,1 ,1,[, ~~ ~~=~~~§~ ~!!; ;i~! !~~! §~ ~i~!~ i: -!~!!~ii;~;~~;~ ~i:; ~i ~~§~~ -it' O .. ,,.... 02: "' ::C ~.. ..::c ~ ,o-,o ~:i IE'~tni :~Iii §lil~l ;~~~ ~l -~i~ ~~ .. ~lili~~!; ~~i i 1• .... z~"" 6~ ~ zi~ -<-<""'"""''"··~..,lil!~"!i!lilou, ~I? ~-; ~i ... cl:-; ;,-.:)'J.::!l ~j!!; =~ ~ Pz. i § ~;;;ii~;~ ii·.:i a~~! '!l"io ;~ ~ ~li~ ... :r ... Q~n~lillil ti"!! Iii .. ;:;,'i-, ""1~ai ... i --~~ = ... >ft .. ..,~ .. ·ii ... lil .. :i1 .... : .... ; i -~ ... ; ~ ;~1~1 r~~:.,i6:i ~t{! ~!: :~~ ii: ~ =~:~= ~ iirir il·!il.-s._lil r~ .. · ·-~~ -a;~ Iii ~ i\ ;lili\ ·,.--~i ~?: f: ... , .. = ~'i-;., ~ ~ C Iii ,.,J;!i! ~ ~ ..... ·olil..c }.,E ~ '\}}i ~ i ~ ~s; i ~!f!.i~~ ···!t ~ /;"".; !i : ~=: r--lil~ ·:--·;f r·' ~ .... ~g~ ' i "i ; !d !! ,i · :H ' • -,-·' """ ~ 0 " "" ~ cl··-.?~,.. ···.~ .. i~·-... !~ ;.t f' Ulil o • '!' g ,h ···,,cj ! . ·• 'oO "'> 0., a ""! .. "•'" j /·' !,o ili ::· . "'.f:·,'!l ~z ., i.;;· ····;·.,,~ .... :;:iii:. i; ! Ii• ( .. ,s! ,,! ". ~ ~, j'' .,, " -~. ''·§ ·! ' '! ; \~--j ,,,,.\, .. ; ~ . r~~ 'ii ~ .. i ~i~~i~i~i~~ '"·~i ~~;{ i !::;; . .-/··· n ~l~~~~~~K • ~Z• -~~ ~ Q~ P '"'""''ii"' "1 "1@1 ,..,,, •f"' r :z:i,,'· •• , •. •'ii~·· '" '.'' •. i' . g ·t !i:,. ,.,.,iii" ';;;:: ~<>?;, H"" :1.,,:!ii·~,-;'ii i;;,;,.,·._ o ~CE ,8t ~ ... ~ 'ii t~~~ \ m ~;:l l!~~!i! ~~i ,;,-if~ ·-.. u, .~~ ;.<i',,.. P~: .no ·g1,1:.·~ ,, iii'.; ~~('!:~; =~~·-::~~~·, .. , .. =ti. ~ ~ :::;~c,p::..i ii~· ~.zi., '"'1 ; : ~c~~~~; ~~i ::~t,;. z • C l;a!~ ~ ~Jn ij~~~··· : ~ ~~!~~ ; 1~·-0., ::~~ iii ""'"'ii•l: -<,: •: ... ~ ~ :;~:: ~ ;··tit ~!l··. " ~ ~~ .. i·"' ·:!"< ~ ; ~ I~~ .... ·.~--~·H: ·.· .... ilt. ~ ;. i ~~·! ~ ~:, ~"&.j ; : ; ~: ;/!,ll-.. , :~~--. ~ • -~-!;;; ~·-oz ·,z 'ii 1 , ; '"! , ·,,1 : , i I . I,. 1 i!t. i 0 i ,.:. ;i"'i!\~ 1'h_ ·; t~·, .. f·.· ... :; i ,prt s~ f' ····.·. "" ll./i.i & ;· --~~-~ \: i .. ;~,.1· ,~,,~ 'u 1 •, t• ~. ·i; h . 'r~1 fl,~t<t-, " i·~r .. *·~~·; E 6 o n 'I ~ }Ti , ~, "" f~ • m n 0 • C ~ n m ~ • £ m ::: ' ~ ~ ~ -. ~ ,, ·,•~ ,o ·' ... ~n :• .:!~ . i'J! ¢ 3, r i L f\ 'I i ., ....•. · •. ·.··,,·., ·1 t -:i i "' s !l ~ (.,) -;i i ;i. & t i·· ·" . "' Ji • fir\·'.-· at t' ., .. ' • J) .. riH :t .r l;i< J •.! ., l( ••~ ~ w• • •.t ' t,. ~ [ > t ~ . ,-... t·,c I' ':, f .. ·.'· -1 ·~ " .,,.,. •,,I' • ./ i.,fd i .. ;1 Ii C .. lf 0 5'"'8-< 0 ~ <....~:;, i C !••i • ' ~~t < m .,., ~;~1 < . /:;:: 0 j~~~ • r • " ,, !H n m ~ • Hi " • 0 .-::.§ ! ;! > " } ~i m ~ ~i-S' , • j lll& I! :!, a~t ~h ·:,. t~ • 'i'" • I 1 .. a . •• ! fls ~ ~ i '"' ,, i~ ' i~ .. ~ ~ l:: ' i~ ~ :" '1!> ~ <>, ~n,, ~ 1< "' '"' ~ ~ ~ I \1 ~ ii! ~ ,;. I: ., 0 <( :, ~ .. .,, .. ~ . \? 0 ~ <O s:; 'a: ..... ~ ~ ~~ it 'S H.wJN I q .. --;- .._; "' ~ "' :::, ~ ~ <,· !Ii 'S ~ "' 'l! "' I:,' ~~ "' ~ ... :is <-j 0 "':!! 0 OI ~~ OI 0 ~ij .. 0 00 ~~ ,0 ~ fil .. "' ~ ~ ~ "' ~ ~ ~ i "' ~ i-- -l-_ . ;., . ,---------------··---w- WXEN a.aDRDED IEitlllN m Olfa:dSOl;J~ ........... lllildia,c llXIWiDA-S- a-.WAtlWS 0 0 • REJ..BA.SE OF EASEMENT a APR 81996 I REC:t=IVCU \ l(lNU ~UNTY m; ns110S·l RECORD1:R _J l"IDI 1: »4m.3203 N=t lllft11jcd: lt&J1-l10I S111C1~"'-A-11Ea NII.X...sn:. KNOW ALL MEN BY 11{ESE PRESENI'S tbat the CITY OF RENl'ON, a m.micipal corpontion, is dtt:. owner of an euemmc aeated oa tbe face of Renton !,hon Plar 0SHPUl60-87, dwed May 9, 1988. ra::orde:d tmder King County ltc(;ordi.ng Nun"ber 880S'J99006, n,;:ords of Kia& COI.Dlty, Slate of Washington. o_. mil property dcscribr.d 113 folloWJ: A utili1ies easemm. overtbti iollowillg: cbc:ribcd property: Tiw ponicm of Loi; 1 of Cily of Remon Shon. Ptn ISHPL-(l60.87, as ~ UDdci" King Cocnty R.ocording Nwobcr 880509900tl, described as follows: Begimting 1:1 die imencctioo of the IDMl Soulbcastc:rly comer of qid Lat 2 with the oorthaty rigb1-of-way maipl of NE 20lb Streel. laid MJUlbcaR wrnct WO beiDg tile IOlllhwai comer of Tl¥& 284 of C.D. KilimaM t..ue w~ QardeD of Eden, Division No. 4, e;;ccxdi.ng io me pW lbcm,f as rmJl'Cbl m Volume t I of Pim. !'op: 82. Rei:onbofKing Comity, W,sbiDJtaa; "T'benc:e N111tb 00'" 35' 32-Weu, aloog ~d east line of said Loi 2 and aloag said wesi: line ofTtac:t 284, a clist=':e of I SO feet; ThcoceSaulh88° 16' 14"We:st.adi5Waofl0.00£cet; Tbcncc Solllh 00-35' 32" East, a distance of IS0.00 feet, to Piel oortbcrly right-of-way margin of NE 20th Sum: Thence castt:rly along said DOl'therly ript-of-111,·ay map. adistaftce of 30.00 feet. to tbe poi:nl of bqimmiJ. All situati:d HI die Swtbed quana-of So:tioa S. TOWIIShq> 23 Nortb. Rance j; Ea.,t, W.M., King Coanty, Wul:.uigtoe. rn;; CITY OF RENf01' "°" bmhy -ml rdas, ,IJ rip, -"""' Ibo "'°'" --- • STATE OF WASHINCITON ) "' COUNTY OF KINO ) I certify lhat I know or have 5atiifaaory evidmcc tlW Jew Tanoa ar.d Marilyn Permcn are the pmoos wbo ~~ before me, and Aid pcnoos acinowkdgcd lhal tbl J siped &is in.strnftnt. i;,a, .-.lb suk:d N they VtefC mthorizcd 10 execute the innrumm1 and .clmowkdgcd ff as the MAYOR, and Ille Cm"' a.l!RK, Cl1Y OF RENTON, 10 be the tree and volantL-y act of $Deb parties for the on IOd plllJ'OICI mctltiooed in Che ~= .. "~ ~ 12'1L r--F~ -,~4""1titJJ7~,'-:---~-,,---~ltublic GI~ Ille Stale ol Wa5hirrgton ll>Oet,"NIJll'IUM...,.._.I' ""'·~-.: .. ,wt -··- Na(Uy (Prim) lltA S[Ef'Ne#S Myappointmmtapiru /0-(9-V -Year.Month.Day.DocID 1996.417.909 Page: l of l ~ ~ ~ - .. I i. r a. ~ !~Ii 8 " a 1 s;1 ,. ~ ~ ~ -' ~, ~ I ~ $ >-' 1~:;i a ~ ·' .i•I· . :t u! ) lai§il 4~ .JI i ',. §na ~. ~~ rl~ = == a~s < •• 91~ 3 11e1 ·= s 0 2 ~,i i ~I ,~ii . :§: ~ ":°I, i 3i ; ,:, , ,,, 1 u;n, :z' .,, .J b 1 ~! ¥ ~ ~ p < ~ ~ol:: 0 ~ 1 .J ~ .J ·:_·-::;;i.·~ ·~""" ~;;&.~or ·.-.. ,-,:'!,..,;;:~ \."l..•"'\.\ i"c,.,;:,t.('.Q :I. "'\\~,;:,..q,q,.....,~ "'~'N's ·t-<oW ·~11:'lc:r.,,· a.•,o;,.....,"":) .... ,;.~"'~l-..l.,-::, •,v,. ~QO, \q. .oO 't:-1. ~<;:l~\'"'oL',/'.a,Q. ... o c;c, .......... ,;a. ,0"9"\I!;..<.. ....... \,,./1...\ c:!.~("',.Q:I, ~\d,.'ll!.~?"'~'""' ·c:,,~ -~o::, C,."11.-'if".:) ~<.i.1 -o~ .l,...1..1-::i ; i w r - <r ~ "' 0 z -< ~ Ii I ! • I . I i I ~ .; ,i i • E ! ~ .. , ,!] -~ Ef :,'. . -c ,_ "; . "' t g Ii? pl : Uri 1 Q\ r,;,~1 • ".!1 .E . r· s--i ~ a a." <! ;~ ti i llt~ 0 0 § [; 6 i !! • I). 1. ~ o ~ ~ E f ~-;"' .!! E ! I' L!:GAL DBSCIUP'l'IOIIS, ORIGINAL JDf 2· LOl' 2 or amrrow SIUla'I' PtAT NO. SIIJ>t.-D60•17 ,._,\~w U11Dat _ •. '' RJ:CORDIIIG IIO. U05099006, RECOR(l.1 or IIIIIG COU!ffY, NASH~:· 11111 LOT ii (lDI' "): "n!AT PORTIOIII or LOT 2 or llll'l'DII SHORT PL.\T NO, SBPL•060-B7 AS Rll(X)Jll)l:J;I UMDD R&COtillffG )fO. H0S099006, RICOltDS or IUHG COUllTY, 1'ASltIIIOTOII LYUIO IIORTW!llLY or THI f'OLLOIIIIIQ DSSCIUBstl LIIIB: BIGIIIMlllG AT THI IIORTKBMIT CORNEIi Of" tor ' or S.UD SIIORT PLAT: THllllC.I 11.a,,29•00•1. OH Till U..STERLY PROJ.ICTlOlf or Tllll IIORrH Lllfl or SAID LOT 4, A DIST"1l'C1! or 2M.'!IO 111:1' TO A fOUIT OIi THE l!ASTUU.Y BOIJllllJIIIY OF SAID LOT 2, SAID POINT Bl!IJIG s.oo•JS'la·E-" 019T .... CE or 326.11 rl'!ln' ,._ THlt IIOST IIOllT'HEASTERLY COlllf.lR 01' SAID i..,Yr 2 AND TIIB 'l'llllf.IIIUS OP KIRIIII D!5CIU8Cl LlNE;·."':,, llU:IIG A PORTIOIII ot THI S.11.1/4 or Tll! II.E:1/4 OF-:SECTJOII 5, T.lJ If,, R.51.,11.lf.. ,,· ·:· cotlTAUiIJIG U,916 SQUA.111 rtln', OIIIGill/ll. LOT 4: LO'l' 4 or JWrfOII SHORT PLAT 10. ~PL-060·81:1\.5 ~ED UHD8:R R.lc:OmlJIIG IIO. uosouoo,, R&CORDS or 1.na;:-COUll'l'Y, WASJ1111GTOk. 11!:11 tor 4 (LOT Bl: LOT , or llElr!OJI SHORT ~ l'O, Sltft,'~060-,1 t\,S'"ucaRDw.:-UJI~··· ll:C0aCI1i1C IIO, U0509901/6, ltZCOROI OF··~·COWl'l'Y, WAlitllllq'J'OII; TOOITBBR lil'l'1l 'ftlM' P!RflQI or LOT 2 or SAID SSlllT PUT '-"1HG SOU'ffll'llLY or THI POl.Ll:a'lllQ;':Q!SOIUD u ... , BIGIIQlr;IK;; A!l'-"THB CER'l'trJc.ri°i(ll!. )'~It.LL~' !1/~1 PUSP'f..\'kl.T,,;~:' T!q:_.tlJIDD SIQRD OIQIDS . ~~~·:==~==~,~~-:: ~ T1n 1JW·, ~·.'ljU'~:·~,-oaxua or nis ois111s1. .IM llll')IUS _.IIHEREOI' ~ ~'f'I SJ1' OOlt ~ AJIO HAL. .. -ff(l,!i!:t1J{{ It it .JU..\,Bs~-.,·:· --~ ~ o~r ™J,I!~ \"1'$;.:!!"e}.iT Ga tu,Vt ~="=y I::~ 1:T :~ ,.:"~n:-1:Uu~J:Tt}>!!~fffE ·., ·.. . OF J.l>l-111:S IIOKBS, IltC, 'lO 8£ T1!I: nu AIID V,:J1.UJ"l'.U.W ACT or ··: ••. _SOCII p,\Rff FOR 1'H:I. USU AllD :PDllPOSU IIU'nOSD> Ill TIii . ~S'l'RIJIWIT • ~EAST ca,tlll!;ll W' SUD LOT"'41 •. TBMCI •• ,t-n•oo"•e .... TRI _-. D.STERLY PIIOJ2CTI0lf OP Ttll!: •Oll'lll=t.UQ or ~-I.OT ,, :A Olli'?~ .:- Dl' 226.50 rl!l!T ~ A POUT OIi TH.I v.sfl:Rl.Y'IIOUIIOAP.J Of". SAID :: .:.· DI.TIO JJ/,/.95" ~ -~-~=:~~c 4# :g2 JDf 2, SAID l'OIIIT 11.lllfG S.OO-J5'J2•1. A DISTAIICE OI' :126.811 fZB'T .·· ntoa THE NOST IIOltTll&\STD:LY CO!Ulat or SAID LOT 2 AIQJ_'.1'11.1 'l'DJllt{l/11•"' or IIEl.£111 DE$Cll.1UD LIJll1 ·:. BSIJIG A POKTIO. or THI! s.11.11, or 1"11111.s.11, AIID or~ 11.w.1;, or THI! s.s.11, OP .11.IC'?IOII 5, 'l',21 ••• il,5 t., 11.11 .. COlfTAilllllG 64,GU SQO.UIB rll!ff. RECORDER'S CERTIFICATE LAND SURVEYOR'S CERTIFICATE ' ., ~1Jm!DT-~1us ~. /j' mr GANTZ, L£11 n.d tor ••cord thl• ....... day af ......... Ill ...... at .... ~ Thi• .... 6,.~ COfU·CII) ......... ,. a _.._1 mod• by SURUVIIIG I Elllilt:I.UJIIG '7ZI S. J5ZIID Sf. AUIIUllll 0 WA. HDII ln t,00<.,., ...... ol ...... al p<>Qe ••••••• o\ I~• r-..;iunt of ..•.. ..l'.l.P.c, .~~'ti ~ ........................... . Mgr. S,..pt. of R.c<>'dl me or .,nd..-my dlr.cllon m conformance "1th the r.qulr..,.,.enl• al •h• opprop,lot• Stat• ot>d Coul'ty stoM• ot>d Ord~c• In ~"I·• 1[,":!.S.;,J.-£__.,,-.J)J, - C.-l!llcot• No. J.~~·"'·\. 106·1 U-0 I SI RECOROJNG NO. !!al l~11 .. ,u5 vJ>../PAG< _/\ 1t11> 119w SCAL[: l -.II • • <1111[ = PORTION c,; ),.j,\/',/. 1/4 O"f-C;;..~.'f... .\.NO ~1/4 of t:LS:.,1/4. S...3-,. T.~ R.~·""· \..\..."'-\..lQ. -"=~,.....:.~~.:~~~~ - I..N'Cl-~•Q\'!tQ -- UMI_po .u:o APnova> Till.II .z.L DU or J/1««dd Mf' lt~. ~ <' d, , Ii,, .,, .. ~or Tllll PLAIIIIIIW/BIJIU>IIIG$it,iClii:)jjj HPM'nlEIIT ·,:., '"~,,.J ~~ '!II-~····/ :2'!:-:."\,u o, "M=""~---- fu~ (l Md::. D YaG COOllT'I' ..a,usoa UJIG COUIIITY.~ ~.--~,~-, 3.:3=if.310-'.3:2G'.3 f.,. -.'356''.3 !li'J'. ..,,·· ····=· ... :~~ ..... , i .,. > .... ·· 1~ ·.·: ,)p,,.,-:r,,.,""' .. 'e:,~·-lr'a-.... ·~."."'. :·.,,,• ·· .. <( ·:."<.e..:."c.,..~~.Q,,~~'t,.;·· . ·: \'11,00C, '"\'1......, .... ...,~.1;1~ -.U,\~~ "loo:. .} ·· .. "\.0Ca•.,_'lol-4o1,,0 .: c:h-,(· a~ -~ t:.,,:r:tOt-.:l LOT L~I!:.. ,-..~..l\.J.1-\Mi't,;),f t-..10.·'~'-l~:.~~~\; ... _ 011ft. .,. \...S!:0, aikD. IV L.(5 • c ... n: _..:· l'O, Nil. ,/ '1,-l<a-'"'i'!a, .. :· C\?-O~ / ,c:...u: I SttttT ·i: 'c.. ei':,."a.. ''· . ./.· 0 "' § ii "' i ~ '" ?. .. ii :, ! !; iii ,. l i41 ~ ·. WIIEN RECORDED REnlRN TO Office or d,c Chy Cler Ii Rcn1on M11nlclpal Oulhlins 2.00 Mill Avenue South Rtn1Dfl, WA 98055 RECEPVED OCT 2 61995 KING COUNTY RECORDER 0 - Utililics EASEMENT THIS INSTRUMENT. made this :3~dayof O<ro 6£.t< by and betYJeen JA""'-\..vl£J /.-10,,.,,e,1 /-c. and lpka .. Pflal ...-'""" ~•I t1, .. 011)j and and and rrojei:i File I Wk1I~1z.--e.14'? r,rccl Tu Ar:rnun1 ,., ~S:4:"'2 S'?.p3 Gnn101h) Name .....)....J -Wes Hr,..,ctp }NC. RTSQ 1!!:i2;: g::, :§' t/E' 4G"' 19 £!> -· hereinafter called "Grnntor(s)," and 1hc CITY OF RENTON, a Municipal Corporation of King County, Washington, hereinafter called "Grantee.'" • 0 ,,,,.., . 'I"") ,IV .. TI1al said Grantor(s). rar and in consideration of the sum of$ I -: <../ A..,,c~ ' '-""o&.L-A.C.. c,.. ~ paid by Grantee, and other valuable consideration, receipt of which is hereby acknowledged, do by these presents, grant, bargain, sell, convey. and warrnncs unto the said Grantee, its successors and assigns, an casement for public utilities (including water, wastewater, and surface water) with necessary appurtenances over, under, through, across and upon the following desc.-ibed property (the right-of-way) in King County, Washington, more particularly described as follows: Together wilh a temporary construction easement described as: :SE"t;:· ATTACf-fE'p. S:XHl'01T u A If Said temporary construction casement shall remain in force during construction and until such cime as the utilities and appurtenances have been accepted for the operation and maimenance by the Grantee but not later than December 31 1 1997. DOCUMCtff l'OIIM APYIIOVl!O IIY CITY ATTOJNEY St:l"r. 1,. 1\191 c,lom,lflr_.,..,11•""1/UTII.WCON.DOC.'WI Utilillcs Eascmcn1 Shtc1 I or2 ;,,,-~~,:;:,·7·r., ...... ··, .. -' ., -,' . -.: '' : . . .. ·, 'I·~ :Ii ' .-;. :, '. •, I I I 0 - .. for the purpose of conslruc1ing. reconstructing, installing. repairing. replacing, eniarging, operating and maintaining utilities and utilicy pipelines, including, but not limited to, water, sewer and storm drainage Jines, together wilh 1he right of ingress and egress thereto without prior institution of any suit or proceedings of law and without incurring any legal obligation or liability therefore. Following the Initial construction of its facilities,_ Grantee may from time 10 time construct such additional facilities as it may require. This easement is granted subject lo the following tcnns and conditions: 1. The Grantee shall. upon completion of any work within the property covered by the casement. restore the surface of the eascm~nt, and any private improvements disturbed or destroyed during e"ecution or 1hc work, as nearly as practicable to the condition they were in immcdla1cly before commencement of the work or entry by the Grantee. 2. Gromor shall retain the right to use the surface of the casement as long as such use does not interfere wilh the casement rights granted lo 1hc Grantee. Granier shall not, however, have the right to: a. Erect or maintain 'lflY buildings or strucruros wiLhin the casement; or b. Plant trees. shrubs or vegetation having deep root panerns which may cause damage 10 or interfere with the u11lllics to be placed within the casement by the Grancee; or c. Develop. landscape, or beautify the casement area in any way which would unreasonably increase the costs to the Grantee of restoring lhc casement area and any private improvements therein; or 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; or e. Blast within fifteen (IS) feel of the right-of-way, .1 This casement shall run with the land described herein. and shall be binding upon lhe Parties, their heirs, successors [ in interest and assigns. Grantors covenant that they arc the lawful owners or the above properties and that they have r a good and lawful right lo execute Ibis agreement. ti s; and ontl ond ond INOIVIOUAL FORM OP ACf.;NQWLED0M!!NT STATE OF WASHINGTON ) ) ss COUNTY OF KING ) I certify that I know or h:i.ve satisf~ct~cvidencc that Mt.Y c"'"'~F/!.L signed this instrument and acknowledged it to ~her/their free and voluntary act for the uses Bnd purposes mentioned in the ~:::m::/'t/.ur ~~ -~Stntc of Washington residing at,_,l!:,,_.esc~:=.,?C;-;..· ~--- Notary (print): ~~"ff'"'¢'4 d:/. ~~b-£.__ My appolntmenl expires: 1£(,t y IT l .. t?pa___ Utllhl~ Eucmcnl Sticc:t l ofl lrdlvlJu•I Form --~;·... . -, . . . ' " --' ' ~ '...l '1•,.:..~. ,:..i' . • , . ; ' ; . ~ , • · •. • , • ,' LEGAL DESCRIPTION: 0 - Elliltibil "A" Jan-Wes Homes, fnc. Properly Utilities Easement A utilities cnscment over n IS foot wide strip of lnnd being n portion of Lot 2 of Renron Short Plat #SHPL- 060-87, us recorded under Recording 118805099006, Records or King County. Washinglon, and di.!scribcd ns follows:· Beginning nt the northwest comer of snid Lot 2, snid comer also being chc northwest comer of Traci 293 of C.D. Hi\lman's Lake Wnshington Gorden of Eden, Division No. 4, according Co the pint thereof ns recorded in Volume 11 of Plals. Page 82, Records of King Coumy, Wnshingron; Thence North 88 degrees 09' 49" Eost along lhe north line of suid Lot 2, B dislunce of 381.11 feet, 10 a comer of snid Lot 2; Thence Soulh 00 degrees 3S' 32" East nlong an easterly line of said Loi 2 and the sou1hcrly extension thereor. n distnnce or 455.53 feet, to a point on n southerly line or said Lot 2, snid line also being the north line of chc so111h 134 feet of Tract 284 of said C.D. Hillmo.n's Lnkc Wushington Ourdcn of Eden, Division No.4; Thence South 88 degrees 16' 14" West along snid line, a dislnncc of 15.00 feet: Thence North 00 degrees 35' 32" West, o distance or 440.50 feel; Thence Sou1h 88 degrees 09' 49" West, a dislnnce of 366.00 feel, more or less, too point on 1he west line of snid Tract 293; TI1encc northerly along snid west line, n distance of 15.00 feet, to the point of beginning. TOGETHER WITH a lemporary construction enscmenl over a 30 foot slrip of lnnd being 11 portion of Loi 2 or Ren Ion Short Plat IISHPL-060-87, ns recorded under Recording #8805099006, Records of King County, Washinglon, and described ns follows: Beginning m 1he northwest comer or said Lot 2, said comer nlso being the northwest comer ofTroct 293 of C.D. Hillman's Luke Washington Gurden of Eden, Oivb.ion No. 4, according to lhc plal thereof as recorded in Volume 11 of Plats, Page 82, Records of King County, Woshinglon; Thence North 88 degrees 09' 49" Ensl along the north line of snid Lol 2, a distance of 381.17 feel, ton comer of said Loi 2; Thence S0u1h 00 degrees 35' 32" East along nn easterly line of :said Lot 2 and the soulherly exrension thereof, a <listnncc or 455.53 feet, lo a point on n southedy line of said Lot 2, suid line also being the north line of the sou1h 134 feel of Tract 284 of said C.O. Hillmnn's Lake Washington Garden of Eden, Division No.4; TI1cncc Soulh 88 degrees 16' 14" Wes1 along said line. n distance of30.00 feet; Thence North 00 dcgrees 35' 32" West, n distance of 425.50 feet; Thence South 88 degrees 09' 49" West, a distance of 351.00 feel, more or lc:;s, to u point on the west line of said Tract 293; Thence northcrl>· along said west line, n distance ofJ0.00, to the point ofhcginning. All si1ua.1c in the Southwesl quarter of the Noraheost quarter nnd the Norahwest quarter of the Southeast quarter, all in Section 5, Township 23 North, Range S East, W.M., King County, Washington. ~h"i\.\L "5 J \JJ I ~ . )\ "\(_ ~t =\\-;}._ ln->f r~ _0'J\ ~ ~101-- Return To: REPUBLIC MORTGAGE HOME LOANS LLC 5241 SOUTH STATE STREET, SUITE 2 MURRAY, UTAH 84107 Attn.: SHIPPING DEPT JDOC. CONTROL Assessor's Parcel or Account Number: 3343903203 Abbreviated Legal Description: IIIHIHll~Hllll I 20110211001149 NORTHPOlNT ESC OT 73.00 PAGE-001 OF 011 02/11/2011 15:32 KING COUNTY , UA Ptn Lot 2 of SP 8805099006 (Lot A of BLA 9511299005) (Include lot, block and plat or section, townsliip and rungc] Full legal description located on page 10 of this document. -----------(Space Above This Linc For Recording Dataf --------®-\ ... (~- State or Wubington FHA Case No. northpoint escrow+ j&}EED OF TRUST 566-0262s61-103 order no.t:?fftJ1Wr MIN 1oot24HJ00115s919-3 MERS TELEPHONE: (888) 679~377 THIS DEED OF TRUST ("Security Instrument") is made on February 9, 2011. The Granto, is Dumltru Roman and Adriana Roman husband and wife ( .. Borrower"). The trustee is Northpoint Escrow & TIiie (''Trustee"). The beneficiary is Mortgage Electronic Registration Systems, Inc. ("MERS"), (solely as nominee for Lender, as hereinafter defined, and Lender's successors and assigns). MERS is organized and existing under the laws of Delaware, and has an address and telephone number of P.O. Bo< 2026, Flint, Ml 48501-2026, tel. (888) 679-MERS. Republic Mortgage Home Loans LLC, ("Lender") is organized and existing under the laws of STATE OF UTAH, and has an address of 5241 South State Slreet #2, Murray, UTAH 84107. Borrower owes Lender the principal sum of Three Hundred Eighty Two Thousand Eight Hundred Forty And 001100 Dollars (U.S. $382,840.00). This debt is evidenced by Borrower's note dated the same date as this Security Instrument ( .. Note .. ), which provides for monthly payments, with lhc full debt, if not paid earlier, due and payable on March I, 2041. This Security Instrument secures to Lender: (a) the repayment of the debt evidenced by the Note, with interest, and all renewals, extensions and modifications of the Note; (b) the payment of all other sums, with interest, advanced under paragraph 7 to protect the security of this Security instrument; and (c) the performance of Borrower's covenants and agreements under this Security Instrument and FHA Wa1hlnaton Deed orTru1t wltb MEJlS..U96 Ameflded l/98 Paae t of 10 wafmertd 20110211001149.001 the Note. For this purpose, Borrower irrevocably grants and conveys to the Trustee, in trust, with power of sale, the following described property located in KING County, Washington: Full legal description Is located on page 10 of this document. which has the address of 2120 Jone, Avenue NE [So.et] Renton [City], Washington 98056 [Zip Code] ("Property Address"); TOGETHER WITH all the improvements now or hereafter erected on the property, and all easements, appurtenances and fixtures now or hereafter a part of the property. All replacements and additions shall also be covered by this Security instrument. All of the foregoing is referred to in this Security Instrument as the "Property." Borrower understands and agrees that MERS holds only legal title to the interests granted by Borrower in this Security Instrument; but, if necessary to comply with law or custom, MERS, (as nominee for Lender and Lender's successors and assigns), has the right: to exercise any or all of those interests, including, but not limited to, the right to foreclose and sell the Property; and to take any action required of Lender including, but not limited to, releasing or canceling this Security Instrument. BORROWER COVENANTS that Borrower is lawfully seized of the estate hereby conveyed and has the right to granl and convey the Property and that the Property is unencumbered, except for encumbrances of record. Borrower warrants and will defend generally the title lo the Property against all claims and demands. subject to any encumbrances of record. THIS SECURITY INSTRUMENT combines uniform covenants for national use and non.uniform covenants with limited variations by jurisdiction to constitute a unifonn security instrument covering real property. Borrower and Lender covenant and agree as follows: UNIFORM COVENANTS. I. Payment of Principal, Interest and Late Charge. Borrower shall pay when due the principal of, and interest on, the debt evidenced by the Note and late charges due under the Note. 2. Monthly Payment or Taxes, Insurance and Other Charges. Borrower shall include in each monthly payment, together with the principal and interest as set forth in the Note and any late charges, a sum for (a) taxes and special assessments levied or to be levied against the Property, (b) leasehold payments or ground rents on the Property, and (c) premiums for insurance required under paragraph 4. In any year in which the Lender must pay a mortgage insurance premium to the Secretary of Housing and Urban Development ("Secretary"), or in any year in which such premium would have been required if Lender still held the Security lnstrumen~ each monthly payment shall also include either: (i) a sum for the annual mortgage insurance premium to be paid by Lender to the Secretary, or (ii) a monthly charge instead of a mortgage insurance premium if this Security Instrument is held by the Secretary, in a reasonable amount to be determined by the Secretary. Except for the monthly charge by the Secretary, rhese items are called ··Escrow Items" and the sums paid to Lender are called "Escrow Funds." Lender may, at any time, collect and hold amounts for Escrow Items in an aggregate amount not to exceed the maximum amount that may be required for Borrower's escrow account under the Real Estate Settlement Procedures Act of 1974, 12 U.S.C. Section 2601 et seq. and implementing regulations, 24 CFR Pan 3500, as they may be amended from time to time ("RESPA"), except that the cushion or reserve permitted by RESPA for unanticipated disbursements or disbursements before the Borrower's payments are available in the account may not be based on amounts due for the mortgage insurance premium. If the amounts held by Lender for Escrow Items exceed the amounts permitted to be held by RESPA, Lender shall account to Borrower for the excess funds as required by RESPA. If the amounts of funds held by FHA Washlni,;lon Dted ofTru1t with MERS-4196 Amcndnl 2/98 Page 2 of 10 20110211001149.002 Lender at any time are not sufficient to pay the Escrow hems when due, Lender may notify the Borrower and require Borrower to make up the shortage as permitted by RESPA. The Escrow Funds are pledged as additional security for all sums secured by this Security Instrument. If Borrower tenders to Lender the full payment of all such sums, Borrower's account shall be credited with the balance remaining for all installment items (a), (b), and (c) and any mortgage insurance premium installment that Lender has not become obligated to pay to the Secretary, and Lender shall promptly refund any excess funds to Borrower. lrrnncdiately prior to a foreclosure sale of the Property or its acquisition by Lender, Borrower's account shall be credited with any balance remaining for all installments for items (a), (b), and (c). J, Appllcatlon or Payments. All payments under paragraphs I and 2 shall be applied by Lender as follows: .EiJl1, to the mortgage insurance premium to be paid by Lender to the Secretary or to the monthly charge by the Secretary instead of the monthly mortgage insurance premium; Second, to any taxes, special assessments, leasehold payments or ground rents, and fire, flood and other hazard insurance premiums, as required; Ihint, to interest due under the Note; .Eln!l!h, to amortization of the principal of the Note; and fifih, to late charges due under the Note. 4, Fire, Flood and Other Hazard Insurance. Borrower shall insure all improvements on the Property, whether now in existence or subsequently erected, against any hazards, casualties, and contingencies, including fire, for which Lender requires insurance. This insurance shall be maintained in the amounts and for the periods that Lender requires. Borrower shall also insure all improvements on the Property, whether now in existence or subsequently erected. against loss by floods to the extent required by the Secretary. All insurance shall be carried with companies approved by Lender. The insurance policies and any renewals shall be held by Lender and shall include loss payable clauses in favor of, and in a fonn acceptable to, Lender. In the event of loss, Borrower shall give Lender immediate notice by mail. Lender may make proof of loss if not made promptly by Borrower. Each insurance company concerned is hereby authorized and directed to make payment for such loss directly to Lender, instead of to Borrower and to Lender jointly. All or any part of the insurance proceeds may be applied by Lender, et its option, either (a) to the reduction of the indebtedness under the Note and this Security Instrument, first to any delinquent amounts applied in the order in paragraph 3, and then to prepayment of principal, or (b) to the restorarion or repair of the damaged Property. Any application of the proceeds to the principal shall not extend or postpone the due date of the monthly payments which are referred to in paragraph 2, or change the amount of such payments. Any excess insurance proceeds over an amount required to pay all outstanding indebtedness under the Note and this Security Instrument shall be paid to the entity legally entitled thereto. In the event of foreclosure of this Security Instrument or other transfer of title to the Property that extinguishes the indebtedness, all right, title and interest of Borrower in and to insurance policies in force shall pass to the purchaser. S. Occupancy, Preservation, Maintenance and Protection of the Property; Borrower'5 Loan Application; Leaseholds. Borrower shall occupy, establish, and use the Property as Borrower's principal residence within sixty days after the execution of this Security Instrument (or within sixty days of a later sale or transfer of the Property) and shall continue to occupy the Property as Borrower's principal residence for at least one year after the date of occupancy, unless Lender determines that requirement will cause undue hardship for Borrower, or unless extenuating circumstances exist which are beyond Borrower's control. Borrower shall notify Lender of any extenuating circumstances. Borrower shall not commit waste or destroy, damage or substantially change the Property or allow the Property to deteriorate, reasonable wear and tear excepted. FHA Washh11ton Deed orTrusl with MERS,.f/96 Amended 1/98 Page 3 of 10 20110211001149.003 Lender may inspect the Propeny if the Property is vacant or abandoned or the Joan is in default. Lender may take reasonable action to protect and preserve such vacant or abandoned Property. Borrower shall also be in default if Borrower, during the loan application process, gave materially false or inaccurate infonnation or statements to Lender (or failed to provide Lender with any material information) in connection with the loan evidenced by the Note, including, but not limited to, representations concerning Borrower's occupancy of the Property as a principal residence. If this Security Instrument is on a leasehold, Borrower shall comply with the provisions of the lease. If Borrower acquires fee title to the Property, the leasehold and fee title shall not be merged unless Lender agrees to the merger in writing. 6. Condemnation. The proceeds of any award or claim for damages, direct or consequential. in connection with any condemnation or other taking of any part of the Property, or for conveyance in place of condemnation, arc hereby assigned and shall be paid to Lender to the extent of the full amount of the indebtedness that remains unpaid under the Note and this Security Instrument. Lender shall apply such proceeds to the reduction of the indebtedness under the Note and this Security Instrument, first to any delinquent amounts applied in the order provided in paragraph 3, and then to prepayment of principal. Any application of the proceeds to the principal shall not extend or postpone the due date of the monthly payments, which are referred to in paragraph 2, or change the amount of such payments. Any excess proceeds over an amount required to pay all outstanding indebtedness under the Note and this Security Instrument shall be paid to the entity legally entitled thereto. 7. Charges to Borrower and Protection of Lender's Rights In the Property. Borrower shall pay all governmental or municipal charges, fines and impositions that are not included in paragraph 2. Borrower shall pay these obligations on time directly to the entity which is owed the payment. If failure to pay would adversely affect Lender's interest in the Property, upon Lender's request Borrower shall promptly furnish to Lender receipts evidencing these payments. If Borrower fails to make these payments or the payments required by paragraph 2, or fails to perform any other covenants and agreements contained in this Security Instrument, or there is a legal proceeding that may significantly affect Lender's rights in the Property (such as a proceeding in bankruptcy, for condemnation or to enforce laws or regulations), then Lender may do and pay whatever is necessary to protect the value of the Property and Lender's rights in the Property, including payment of taxes, hazard insurance and other items mentioned in paragraph 2. Any amounts disbursed by Lender under this paragraph shall become an additional debt of Borrower and be secured by this Security Instrument. These amounts shall bear interest from the date of disbursement, at the Note rate, and at the option of Lender, shall be immediately due and payable. Borrower shall promptly discharge any lien which has priority over this Security Instrument unless Borrower: (a) agrees in writing to the payment of the obligation secured by the lien in a manner acceptable to Lender, (b) contests in good faith the lien by, or defends against enforcement of the lien in, legal proceedings which in the Lender's opinion operate to prevent the enforcement of the lien; or (c) secures from the holder of the lien an agreement satisfactory to Lender subordinating the lien to this Security Instrument. If Lender determines that any part of the Property is subject to a lien which may attain priority over this Security Instrument, Lender may give Bon-ower a notice identifying the lien. Borrower shall satisfy the lien or take one or more of the actions set forth above within 10 days of the giving of notice. 8. Fee,. Lender may collect fees and charges authorized by the Secretary. _9. Grounds for Acceleration of Debt. (a) Default. Lender may, except as limited by regulations issued by the Secretary, in the case of payment defaults, require immediate payment in full of all sums secured by this Security Instrument if: FHA Wull.Ington Deed o(Trusi with MERS-4/96 Amendtd 1/98 Paac 4 or 10 Initials: ,J) .R._ Ar2-J 20110211001149.004 (i) Borrower defaults by failing to pay in full any monthly payment required by this Security Instrument prior to or on the due date of the next monthly payment, or (ii) Borrower defaults by failing, for a period of thirty days, to perform any other obligarions contained in this Security Instrument. (b) Sale Without Credit Approval, Lender shall, if permitted by applicable law (including Section 34l(d) of the Garn-St. Germain Depository Institutions Act of 1982, 12 U.S.C. 1701j-3(d)) and with the prior approval of the Secretary, require immediate payment in full of all sums secured by this Security instrument if: (i) All or part of the Property, or a beneficial interest in a trust owning ail or part of the Property, is sold or otherwise transferred (other than by devise or descent), and (ii) The Property is not occupied by the purchaser or grantee as his or her principal residence, or the purchaser or grantee docs so occupy the Property but his or her credit has not been approved in accordance with the requirements of the Secretary. (c) No Waiver. If circumstances occur that would permit Lender to require irrunediatc payment in full, but Lender does not require such payments, Lender does not waive its rights with respect to subsequent events. · (d) Regulations of HUD Secretary. In many circumstances regulations issued by the Secretary will limit Lender's rights, in the ease of payment defaults, to require immediate payment in full and foreclose if not paid. This Security lnstrument does not authorize acceleration or foreclosure ir not permitted by regulations of the Secretary. (e) Mortgage Not Insured. Borrower agrees that if this Security Instrument and the Note are not determined to be eligible for insurance under the National Housing Act within 60 days from the date hereof, Lender may, at its option, require immediate payment in full of all sums secured by this Security Instrument. A written statement of any authorized agent of the Secretary dated subsequent to 60 days from the date hereof, declining to insure this Security Instrument and the Note, shalt be deemed conclusive proof of such ineligibility. Notwithstanding the foregoing, this option may not be exercised by Lender when the unavailability of insurance is solely due to Lender's failure to remit a mortgage insurance premium to the Secretary. 10. Reinstatement. Borrower has a right to be reinstated if Lender has required immediate payment in full because of Borrower's failure to pay an amount due under the Note or this Security Instrument. This right applies even after foreclosure proceedings ere instituted. To reinstate the Security Instrument, Borrower shall tender in a lump sum all amounts required to bring Borrower's account current including, 10 the extent they arc obligations of Borrower under this Security Instrument, foreclosure costs and reasonable and customary attorneys' fees and expenses properly associated with the foreclosure proceeding. Upon reinstatement by Borrower, this Security Instrument and the obligations that it secures shall remain in effect as if Lender had not required immediate payment in full. However, Lender is not required to permit reinstatement if: (i) Lender has accepted reinstatement af\er the commencement of foreclosure proceedings within two years immediately preceding the commencement of a current foreclosure proceeding, (ii) reinstatement will preclude foreclosure on different grounds in the future, or (iii) reinstatement will adversely affect the priority of the lien created by this Security Instrument. 11. Borrower Not Released; Forbearance By Lender Not a Waiver. Extension of the time of payment or modification of amortization of the sums secured by this Security Instrument granted by Lender to any successor in interest of Bonower shall not operate to release the liability of the original Borrower or Borrower's successor in interest. Lender shall not be required to commence proceedings against any successor in interest or refuse 10 extend time for payment or otherwise modify amortization of the sums secured by this FHA Wnbtncton Deed of Tru11 with MERS-4196 Amendfd 2/98 Page S of JO lnitiab, ..,,<...,l.,_K.""--~-- 20110211001149.005 Security [nstrument by reason of any demand made by the original Borrower or Borrower's successors in interest. Any forbearance by Lender in exercising any right or remedy shall not be a waiver of or preclude the exercise of any right or remedy. 12. Successon and Assigns Bound; Joint and Several Liability; Co-Signen. The covenants and agreements of this Security Instrument shall bind and benefit the successors and assigns of Lender and Borrower, subject to the provisions of paragraph 9(b). Borrower's covenants and agreements shall be joint and several. Any Borrower who co-signs this Security Instrument but does not execute the Note: (a) is co-signing this Security Instrument only to mortgage, grant and convey that Borrower's interest in the Propeny under the terms or this Security Instrument; (b) is not personally obligated to pay the sums secured by this Security Instrument; and (c) agrees that Lender and any other Borrower may agree to extend, modify, forbear or make any accommodations with regard to the terms of this Security Instrument or the Note without that Borrower's consent. 13. Notices. Any notice to Borrower provided for in this Security Instrument shall be given by delivering it or by mailing it by first class mail unless applicable law requires use of another method. The notice shall be directed to the Property Address or any other ad~ess Borrower designates by notice to Lender. Any notice to Lender shall be given by first class mail to Lender's address stated herein or any address Lender designates by notice to Borrower. Any notice provided for in this Security Instrument shall be deemed to have been given to Borrower or Lender when given as provided in this paragraph. 14. Governing Law; Severabltity. This Security Instrument shall be governed by Federal law and the Jaw of the jurisdiction in which the Property is located. In the event that any provision or clause of this Security Instrument or the Note conflicts with applicable Jaw, such conflict shall not affect other provisions of this Security Instrument or the Note which can be given effect without the conflicting provision. To this end the provisions of this Security Instrument and the Note are declared to be severable. 15. Borrower's Copy. Borrower shall be given one conformed copy of the Note and of this Security Instrument. 16. Hazardous Substances. Borrower shall not cause or permit the presence, use, disposal, storage, or release of any Hazardous Substances on or in the Property. Borrower shall not do, nor allow anyone else to do, anything affecting the Property that is in violo.tion of any Environmental Law. The preceding two sentences shall not apply to the presence, use, or storage on the Property of small quantities or Hazardous Substances that are generally recognized to be appropriate to normal residential uses and to maintenance of the Property. Borrower shall promptly give Lender written notice of any investigation, claim, demand. lawsuit or other action by any governmental or regulatory agency or private party involving the Property and any Hazardous Substance or Environmental Law of which Borrower has actual knowledge. If Borrower learns, or is notified by any governmental or regulatory authority, that any removal or other remediation of any Hazardous Substances affecting the Property is necessary, Borrower shall promptly take all necessary remedial actions in accordance with Environmental Law. As used in this paragraph 16, .. Hazardous Substances" are those substances defined as toxic or hazardous substances by Environmental Law and the following substances: gasoline, kerosene, other flarrnnablc or toxic petroleum products, toxic pesticides and herbicides, volatile solvents, materials containing asbestos or formaldehyde, and radioactive materials. As used in this paragraph 16, "Environmental Law" means federal laws and laws of the jurisdiction where the Property is located that relate to health, safety or environmental protection. NON-UNIFORM COVENANTS. Borrower and Lender further covenant and agree as follows: FHA Wuhlngton Dffd orTrust with MERS-4196 Ammdedl/98 Page 6of 10 20110211001149.006 17. Assignment of Rents. Borrower unconditionally assigns and transfers to Lender all the rents and revenues of the Property. Borrower authorizes Lender or Lender's agents to collect the rents and revenues and hereby directs each tenant of the Property to pay the rents to Lender or Lender's agents. However, prior to Lender's notice to Borrower of Borrower's breach of any covenant or agreement in the Security Instrument, Borrower shall collect and receive all rents and revenues of the Property as trustee for the benefit of Lender and Borrower. This assignment of rents constitutes an absolute assignment and not en assignment for additional security only. If Lender gives notice of breach to Borrower: (a) all rents received by Borrower shall be held by Borrower as trustee for benefit of Lender only, to be applied to the sums secured by the Security. Instrument; (b) Lender shall be entitled to collect and receive all of the rents of the Property; and (c) each tenant of the Property shall pay all rents due and unpaid to Lender or Lender's agent on Lender's written demand to the tenant. Borrower has not executed any prior assignment of the rents and has not and will not pcrfonn any act that would prevent Lender from exercising its rights under this paragraph 17. Lender shall not be required to enter upon, take control of or maintain the Property before or after giving notice of breach to Borrower. However, Lender or a judicially appointed receiver may do so at any time there is a breach. Any application of rents shall not cure or waive any default or invalidate any 0th.er right or rerncdy of Lender. This assignment of rents of the Property shell terminate when the debt secured by the Security Instrument is paid in full. 18. Foreclosure Procedure. Jr Lender requires immediate payment In full under paragraph 9, Lender moy invoke the power of sale and any other remedies permitted by applicable low. Lender shall be entitled to collect all expenses Incurred In pursuing the remedies provided in this paragraph 18, Including, but not limited to, reasonable attorneys' fees and costs of title evidence. [( Lender invokes the power of sale, Lender shall give written notice to Trustee of the occurrence of an event of default and of Lender's election to cause the Property to be sold. Trustee and Lender shall take such action regarding notice of sale and shall give such notices to Borrower and to other persons a, applicable law may require. After the time required by applicable law and after publJcadon of the notice of sale, Trustee, without demand on Borrower, 1hall sell the Property at public auction to the highest bidder at the time and place and under the terms designated In the notice of sale In one or more parcels and In any order Trustee determines. Trustee may postpone ,ale of the Property for a period or periods permitted by applicable law by public announcement at the time and place nxed in the notice of sale. Lender or its designee may purchase the Property at any sale. Trustee shall deliver to the purchaser Trustee's deed conveying the Property without any covenant or warranty, u:pressed or Implied. The recitals in the Trustee's deed shall be prlma fade evidence of the truth of the statements made therein. Trustee shall apply the proceeds of the sale In the following order: (a) to all expenses of the sale, including, but not limited to, reasonable Trustee's and attorneys' fees; (b) to all sums secured by this Security Instrument; and (c) any excess to the person or persons legally entitled to It or to the clerk of the superior court of the county In which the sale took place. If the Lender's interest in this Security Instrument is held by the Secretary and the Secretory requires Immediate payment In full under paragraph 9, the Secretary may invoke the nonjudlcial power of sale provided In the Slngle Family Mortgage Foreclosure Act of 1994 ("Act") (12 U.S.C. 3751 et seq.) by requesting a foreclosure commissioner designated under the Act to commence foreclosure and to sell the Property as provided in the Act. Nothing lo the preceding sentence shall deprive the Secretary of any rights otherwise available to a Lender under this paragraph 18 or applicable law. 19. Reconveyance. Upon payment of all sums secured by this Security Instrument, Lender shall request Trustee to reconvey the Property and shall surrender this Security Instrument and all notes evidencing FHA Wasbln1ton Deed ofTru11 with MERS-4196 Amended 2198 Pa~ 7 o( IO lnitiab: .. £?a fra- 20110211001149.007 debt secured by this Security Instrument to Trustee. Trustee shall reconvey the Property without warranty and without charge to the person or persons legally entitled to it. Such person or persons shall pay any recordation costs. 20. Substitute Trustee. In accordance with applicable law, Lender may from time to time appoint a successor trustee to any Trustee appointed hereunder who has ceased to act. Without conveyance of the Property. the successor trustee shall succeed to all the title, power and duties conferred upon Trustee herein and by applicable law. 21. Use of Property. The Property is not used principally for agricultural or farming purposes. 22. Riders to this Security Instrument. If one or more ,riders arc executed by Borrower and recorded together with this Security Instrument, the covenants of each such rider shall be incorporated into and shall amend and supplement the covenants and agreements of this Security Instrument as if the rider(s) were a part of this Security Instrument. [Check applicable box(es)J. [ J Condominium Rider [ J Planned Unit Development Rider FHA Wasblnccon Dted of Trust wllb MERS-4/96 Ameaded 2/98 [ J Growing Equity Rider [ J Other (specify] [ J Graduated Payment Rider Page 8 of lO 20110211001149.008 BY SIGNING BELOW, Borrower accepts and agrees to the terms contained in this Security Instrument and in any rider(s) executed by Borrower and recorded with it. Witnesses: STATE OF WASHINGTON County o( ~I~ (j c.(.:.,· ,f;li?aee!~L&.l,f(.~C==---------(Scal) Dumitru Roman -Borrower ·_.~--=-/)a.-=-~-=---=--=------'(Seal) Adriana Roman -Borrower } ss: On this day personally appeared before me Oumitru Roman and Adriana Roman to me known to be the individuals described in and who executed the within and foregoing instrument, and acknowledged that THEY signed the same as their free and volun1ary act and de~d. for the uses and purpose therein mentioned. GIVEN under my hand and official seal this It, 1/-111. day of fe VJ[ll Q,,Y¥ , cil Q U . FHA Wasblne:ton Dml ofTru1I with MERS-4196 Amended 2/98 Page9of10 20110211001149.009 20110211001149.011 Order No. NP -30048297 EXHIBIT "A" THAT PORTION OF LOT 2 OF SHORT PLAT NO. SHPL-060-87 AS RECOROED UNDER RECORDING NO. 8805099006, RECORDS OF KING COUNTY AUDITOR, LYING NORTHERLY OF THE FOLLOWING DESCRIBED LINE: BEGINNING AT THE NORTHEAST CORNER OF LOT 4 OF SAID SHORT PLAT; THENCE NORTH 89°29'00" EAST ON THE EASTERLY PROJECTION OF THE NORTH LINE OF SAID LOT 4, A DISTANCE OF 226.50 FEET TO A POINT ON THE EASTERLY BOUNDARY OF SAID LOT 2, SAID POINT BEING SOUTH 00°35'32" EAST A DISTANCE OF 326.88 FEET FROM THE MOST NORTHEASTERLY CORNER OF SAID LOT 2, AND THE TERMINUS OF THE HEREIN DESCRIBED LINE; (ALSO KNOWN AS LOT A, KING COUNTY BOUNDARY LINE ADJUSTMENT 95-093, KING COUNTY RECORDING NUMBER 9511299005) SITUATE IN THE CITY OF RENTON, COUNTY OF KING, STATE OF WASHINGTON. r AND WHEN RECORDED, il/lAIL TO: Document Management Services 1800 Tapo Canyon Road Mail Stop CA6-914-01-41 Simi Valley, CA 93063 MIN# /ODJ:J.~1-DD1>1155'q/((-~ SIS# 888-679-6377 111~1m1111111111111. 1111rn~1111111.11111~11 20120813000858 UFG NATIONAL T AST 16 00 PAGE-001 OF 003 . 08/13/2012 10:59 KING COUNTY, UA ( ~ COU11esy Recording ONLY (2; No liability for vafiditY and/or accuracy assumed by WFG NaliONII 'Tl1le eo. Doc ID No.: 0002301461602005N SUBSTITUTION OF TRUSTEE WHEREAS, DUMITRU ROMAN, and ADRIANA ROMAN is/are the Trustor(s), NORTHPOINT ESCROW & TITLE, is the original Trustee, and MORTGAGE ELECTRONIC REGISTRATION SYSTEMS, INC. AS NOMINEE FOR REPUBLIC MORTGAGE HOME LOANS LLC is the original Beneficiary under that certain DEED OF TRUST dated 02/09/2011, and recorded on 02/11/2011, as Document No./lnstrument No. 20110211001149, in the Official Records of the County Recorder of KING County, State of WASHINGTON ("Deed of Trust"); and property legally described as follows: WHEREAS, the undersigned, as the current Beneficiary, desires to substitute a new Trustee under said Deed of Trust in place and stead of NORTHPOINT ESCROW & TITLE. NOW THEREFORE, the undersigned hereby substitutes RECONTRUST COMPANY, N.A. as Trustee under said Deed of Trust. Dated: July ~2012 MORTGAGE ELECTRONIC REGISTRATION SYSTEMS, INC. AS NOMINEE FOR REPUB C MORTGAGE HOME LOANS LLC, a eneficia STATE OF TEXAS COUNTY OF DALLAS CERTIFICATE OF ACKNOWLEDGMENT On July ~2012, before me, HEATHER A VINAS, personally appeared mT KIELBLOCK, k~own to me (or proved to me on the oath of • ~ \J\y f<A}J...LvYt or through , to be the person whose name is subscribed to the foregoing instrument and acknowledged to me that he/she executed the same for the purposes and consideration therein expressed. WITNESS MY HAND AND OFFICIAL SEAL ~ .a1~~ HTHER A VINAS TYPE OF DOCUMENT: DOCUMENT DATE: HEATHER A VINAS Notary Public STATE OF TEXAS My Comm. Exp. 03-211-18 Substitution of Trustee July (] , 2012 •• EXHIBIT "A" THAT PORTION OF LOT 2 OF SHORT PLAT NO. SHPL-060-87 AS RECOROED UNDER RECORDING NO. 8805099006, RECORDS OF KING COUNTY AUDITOR, LYING NORTHERLY OF THE FOLLOWING DESCRIBED LINE: BEGINNING AT THE NORTHEAST CORNER OF LOT 4 OF SAID SHORT PLAT; . THENCE NORTH 89°29'00" EAST ON THE EASTERLY PROJECTION OF THE NORTH LINE OF SAID LOT 4, A DISTANCE OF 226.50 FEET TO A POINT ON THE EASTERLY BOUNDARY OF SAID LOT 2, SAIO POINT BEING SOUTH 00°35'32" EAST A DISTANCE OF 326.88 FEET FROM THE MOST NORTHEASTERLY CORNER OF SAID LOT 2, AND THE TERMINUS OF THE HEREIN DESCRIBED LINE; (ALSO KNOWN AS LOT A, KING COUNTY BOUNDARY LINE ADJUSTMENT 95-093, KING COUNTY RECORDING NUMBER 9511299005) SITUATE IN THE CITY OF RENTON, COUNTY OF KING, STATE OF WASHINGTON. Document Management Services 1800 Tape Canyon Road Mail Stop CA6-914-01-41 Simi Valley, CA 93063 MIN# loo ,~i/1-00D11 ~'il'l~.3 SIS# 888-679-6377 COurteay Recording ONLY No liabillly for validity and/or accuracy 011umad by WFG Ne1ional TIiie Co. Document ID# 0002301461602005N MODIFICATION TO DEED OF TRUST AND PARTIAL RECONVEYANCE This Modification to Deed of Trust and Partial Reconveyance ("Modification"), is made this~ day of July, 2012 among MORTGAGE ELECTRONIC REGISTRATION SYSTEMS, INC. AS NOMINEE FOR REPUBLIC MORTGAGE HOME LOANS LLC ("Beneficiary"), RECONTRUST COMPANY, N.A. ("Trustee") and DUMITRU ROMAN. and ADRIANA ROMAN (the "Borrower(s)") (collectively referred to herein as the "parties"). RECITALS This Modification is made with reference to the following facts: A. The Borrower(s) made, executed, and delivered to REPUBLIC MORTGAGE HOME LOANS LLC, ("Lender") and Beneficiary, that certain DEED OF TRUST dated 02/09/2011, and recorded on 02/11/2011, as Document No./lnstrument No. 20110211001149, in the Official Records in the Office of the County Recorder of KING County, State of WASHINGTON ("Deed of Trust"), securing a Note dated 02/09/2011, in the principal amount of $377,120.19 in favor of the Beneficiary and legally describing the real property as follows: B. The purpose of this Modification is for lot line adjustment. TERMS OF MODIFICATION 1. For value received, the parties hereto do hereby modify said Deed of Trust to provide that the legal description therein shall be as follows ("Secured Property"): 2. The Borrower(s) irrevocably grant(s) and convey(s) the Secured Property to Trustee under the Deed of Trust together with power of sale subject to each and all of the terms and conditions of the Deed of Trust. including this Modification thereto. 3. The Borrower(s). the Trustee and the Beneficiary do hereby reconvey, without warranty, to the person or persons legally entitled thereto, all the estate in and to any portion of the legal description first described hereinabove, which is not included within the description to the Secured Property. 4. The terms of the Deed of Trust, which are incorporated herein by reference, shall remain in full force and effect and be binding thereon to the extent they are not inconsistent with the provisions of this Modification. In the event of any inconsistency between the provisions of this Modification and the original Deed of Trust, the provisions of this Modification shall control. The Deed of Trust, herein modified, when signed by all parties hereto, shall constitute one Deed of Trust. 5. This Modification shall inure to and bind the heirs, devisees, successors and assigns of the parties hereto. END OF PAGE 6. This Modification may be executed in counterparts, but shall be of no force and effect unless and until all parties to this Modification have duly executed this document. IN WITNESS WHEREOF, the parties hereto have executed this Modification the day and year first above written. RECONTRUST COMPANY, N.A., asTrust~ PHILIP S CARY, ASSISTANT VICE PRESIDENT DUMITRU ROMAN, Borrower ADRIANA ROMAN, Borrower (ALL SIGNATURES MUST BE ACKNOWLEDGED) CERTIFICATE OF ACKNOWLEDGMENT STATE OF TEXAS COUNTY OF DALLAS On July \1~ 2012, before me. HEATHER A VINAS, personally appeared .R':flLIP SCARY, kn9'wn to me (or proved to me on the oath of ~&:J,h.,."~ V;u .U4'lL \llt or through . to be the person whose name is subscribed to the foregoing instrument and acknowledged to me that he/she executed the same for the purposes and consideration therein expressed. WITNESS MY HAND AND OFFICIAL SEAL TYPE OF DOCUMENT: DOCUMENT DATE: HEATHER A VINAS Notary Public STATE OF TEXAS My Comm. Exp. 03·28-18 Modification to Deed of Trust and Partial Reconveyance July _Il_. 2012 CERTIFICATE OF ACKNOWLEDGMENT STATE OF TEXAS COUNTY OF DALLAS ;\',. On July rl', 2012, before me, HEATHER A VINAS, personally appeared ~ l«ELBLOCK, kRown to me (or proved to me on the oath of ~~ \\ : .. ;s, ~1e,\: .\J.ro: or through , to be the person whose name is subscribed to the foregoing instrument and acknowledged to me that he/she executed the same for the purposes and consideration therein expressed. WITNESS MY HAND AND OFFICIAL SEAL QHER A v,(11 V'<,/{r TYPE OF DOCUMENT: DOCUMENT DATE: HEATHER A VINAS No1ary Public STATE OF TEXAS My Comm. Exp. 03-28-16 Modification to Deed of Trust and Partial Reconveyance July.tJ._, 2012 CERTIFICATE OF ACKNOWLEDGMENT STATE OF ~.O.Sbi~ COUNTY OF _'(_-(=---·_...V\...,,€).::..+---- On J \) \"J_ 3o, "2-Dt2 ~befo me, :f'O)y-0\ k,JY\Y) :6U?\\I\$ personally a\:,peared Tum, )Y\01\{\ , known to me (or proved to me on the oath of _',(__£__ or through _______________ -1, to be the persori whose name is subscribed to the foregoing instrument and acknowledged to me that he/she executed the same for the purposes and consideration therein expressed. WITNE S MY HAND AND OFFICIAL SEAL .t;lt-- Notary Public State or Woalllagtoa TARA LYNN EVANS MY COMMISSION EXPIRES April 17, aD14 CERTIFICATE OF ACKNOWLEDGMENT ST A TE OF \(\\ i'.X$V\ ( v:1§::tflYl COUNTY OF '?1 ~ On ',,)D))J :oD I M2-, . be~9,~me.-SvlYt?1 L'{Y\v1 :fv0'AS , personallydppeared ~i O\V\tX ~YY\ti '('\ . known to me (or proved to me on the oath of ~ or through _______________ -1, to be the person whose name is subsc.ribed to the foregoing instrument and acknowledged to me that he/she executed · the same for the purposes and consideration therein expressed. WITN SS MY HAND AND OFFICIAL SEAL Notary Public State or Waulllagtoa TARA LYNN EVANS MY COMMISSION EXPIRES April 17, &014 EXHIBIT "A" THAT PORTION OF LOT 2 OF SHORT PLAT NO. SHPL·060·87 AS RECORDED UNDER RECORDING NO. 8805099006, RECORDS OF KING COUNTY AUDITOR, LYING NORTHERLY OF THE FOLLOWING DESCRIBED LINE: BEGINNING AT THE NORTHEAST CORNER OF LOT 4 OF SAID SHORT PLAT; THENCE NORTH 89°29'00" EAST ON THE EASTERLY PROJECTION OF THE NORTH LINE OF SAID LOT 4, A DISTANCE OF 226.50 FEET TO A POINT ON THE EASTERLY BOUNDARY OF SAID LOT 2, SAID POINT BEING SOUTH 00°35'32" EAST A DISTANCE OF 326.88 FEET FROM THE MOST NORTHEASTERLY CORNER OF SAID LOT 2, AND THE TERMINUS OF THE HEREIN DESCRIBED LINE; (ALSO KNOWN AS LOT A, KING COUNTY BOUNDARY LINE ADJUSTMENT 95·093, KING COUNTY RECORDING NUMBER 9511299005) SITUATE IN THE CITY OF RENTON, COUNTY OF KING, STATE OF WASHINGTON. EXHIBIT '8' LEGAL DESCRIPTION LOT 'A' CITY OF RENTON BLA NO. LUA-95-93-LLA AS RECORDED UNDER RECORDING NO. 9511299005 RECORDS OF KING COUNTY WASH!NGTON, EXCEPT: THE NORTH 70 FEET OF THE WEST 255.14 FEET THEREOF. KCRTS Existing Conditions Peaks Flow Frequency Analysis Time Series File:14618u.tsf Project Location:Sea-Tac ---Annual Peak Flow Rates--------Flow Frequency Analysis------- Flow Rate Rank Time of Peak - (CFS) 0.064 2 2/09/01 18:00 0.017 7 1/06/02 3:00 0.048 4 2/28/03 3:00 0.002 8 3/24/04 19:00 0.028 6 1/05/05 8:00 0.050 3 1/18/06 21: 00 0.042 5 11/24/06 4:00 0.082 1 1/09/08 9:00 Computed Peaks 50.00 0.980 KCRTS Developed Conditions Peaks Flow Frequency Analysis Time Series File:14618d.tsf Project Location:Sea-Tac -Peaks Rank Return Prob (CFS) Period 0.082 1 100.00 0.990 0.064 2 25.00 0. 960 0.050 3 10.00 0.900 0.048 4 5.00 0.800 0.042 5 3.00 0.667 0.028 6 2.00 0.500 0.017 7 1. 30 0.231 0.002 8 1.10 0.091 0. 076 50.00 0.9800.128 ---Annual Peak Flow Rates--------Flow Frequency Analysis------- Flow Rate Rank Time of Peak --Peaks Rank Return Prob (CFS) (CFS) Period 0.194 6 2/09/01 2:00 0.391 1 100.00 0.990 0.159 8 1/05/02 16:00 0.252 2 25.00 0.960 0.233 3 2/27/03 7:00 0.233 3 10.00 0.900 0.173 7 8/26/04 2:00 0.208 4 5.00 0.800 0.208 4 10/28/04 16:00 0.206 5 3.00 0.667 0.206 5 1/18/06 16:00 0.194 6 2.00 0.500 0.252 2 10/26/06 0:00 0 .173 7 1. 30 0.231 0.391 1 1/09/08 6:00 0.159 8 1.10 0.091 Computed Peaks 0.345 50.00 0.980 Altmann Oliver Associates, LLC AOA PO Hox r,78 Carn:,1io11. ,\,£, !)8014 Ollkl: (42f'1) g)tl-,lf1Jf~ F:1x (•125) j\3g ... 1f10!) Environmental Planning& Landscape Architecture WETLAND DELINEATION AND STANDARD STREAM STUDY REPORT ROMAN 2-LOT SHORT PLAT RENTON, WASHINGTON Prepared For: Dumitru Roman 2120 Jones Ave. NE Renton, WA 98056 July 3, 2013 City of Renton Planning Division JUL C 3 2013 Table Of Contents 1.0 INTRODUCTION 2.0 GENERAL PROPERTY DESCRIPTION AND LAND USE 3.0 METHODOLOGY 4.0RESULTS 4.1 Kennydale Creek 4.2 Wetland A 4.3 Wetland B/C Mosaic 5.0 WETLAND/STREAM FUNCTIONS AND VALVES 6.0 HABITAT ASSESSMENT 7.0 PROPOSED PROJECT List of Attachments Attachment A: OTAK Stream Typing Technical Memorandum Attachment B: Wetland Data Sheets Page 1 1 1 1 2 2 2 3 3 4 ROMAN 2-LOT SHORT PLAT KENT, WASHINGTON WETLAND DELINEATION AND STANDARD STREAM STUDY REPORT PRE12-032 July 3, 2013 1.0 INTRODUCTION This report is the result of a wetland and stream study on a 2.27-acre site located in the City of Renton, Washington. As part of the proposed project the site would be subdivided into two lots. The purpose of this report is to describe and classify the wetlands and stream delineated on the property. Information in this report is intended to satisfy the general reporting requirements of RMC 4-8-1200 for wetland and stream assessments. 2.0 GENERAL PROPERTY DESCRIPTION AND LAND USE The site consists of tax parcel 334390-3203 located at 2120 Jones Ave. NE in the City of Renton, Washington. It is found within the SW Y. of the NE Y. of Section 5, Township 23 North, Range 5 East, W.M. The site is currently developed with a single-family residence and several associated out-buildings. The remainder of the property is undeveloped and consists of a mix of small forested areas, dense brush, and yard/orchard. Kennydale Creek drains from south to north through the central portion of the property. 3.0 METHODOLOGY On November 3, 2011 a wetland reconnaissance and delineation was conducted on the subject property utilizing the methodology outlined in the 1997 Washington State Wetlands Identification and Delineation Manual and the May 2010 Regional Supplement to the Corps of Engineers Wetland Delineation Manual: Western Mountains, Valleys, and Coast Region (Version 2.0). The ordinary high water (OHW) of both sides of Kennydale Creek was delineated during the November 2011 field investigation. An additional site review was also conducted on May 28, 2013 to review current property conditions. 4.0RESULTS Kennydale Creek drains from south to north through the central portion of the property. In addition, a small pond (Wetland A) was delineated along the stream corridor to the east of the residence. A wetland mosaic (Areas B and C) was also preliminarily delineated throughout the southern portion of the site. All of the wetland and stream boundaries were subsequently surveyed by Encompass Engineering & Surveying (see survey drawing). Roman Short Plat July 3, 2013 1 Each of these critical areas is further described below. 4.1 Kennydale Creek Kennydale Creek on the site consists of a well-defined channel that appears to have been historically ditched. At the time of the delineation, vegetation along the riparian corridor consisted primarily of a strip of poplar (Populus sp.) and dense Himalayan blackberry (Rubus armeniacus) and hawthorne (Crataegus sp.) adjacent periodically mowed yard and orchard. Portions of the stream channel on the project were well-vegetated with herbaceous species and conditions were generally similar to that as described in the stream typing review that was conducted by Otak biologists in October of 2011 for the Joey's Short Plat project site located immediately downstream· to the north. As part of the Otak report (Attachment A}, Kennydale Creek on the Joey's Short Plat project site was considered a Class 4 stream as defined in RMC 4-3-050.L.1.a. This Class 4 stream classification was upheld by the Hearing Examiner as part of an appeal of the Joey's Short Plat. Since: 1) the Roman Short Plat project site is located immediately upstream and adjacent to the Joey's Short Plat site, and 2) landscape and topographic conditions were generally similar on both sites, the same Class 4 stream rating as previously approved by the Hearing Examiner would apply to both sites. Therefore, Kennydale Creek on the Roman Short Plat is considered a Class 4 stream according to the City of Renton classification system and would require a 35-foot standard buffer. 4.2 Wetland A Wetland A consists of a historically excavated pond within the Kennydale Creek riparian corridor. At the time of the site visit, the entire wetland contained several inches of ponding. Vegetation within the wetland consisted primarily of reed canarygrass (Pha/aris arundinacea) with scattered water parsley (Oenanthe sarmentosa) and willow (Sa/ix sp.) saplings. Black cottonwood (Popu/us trichocarpa), weeping willow (Salix babylonica), birch (Betula sp.), and red alder (A/nus rubra) were observed along the pond perimeter. Attachment B contains data sheets prepared for a representative location in both the upland and wetland adjacent Wetland A. These data sheets document the vegetation, soils, and hydrology information that aided in the wetland boundary determination. Wetland A appears to meet the criteria for a Category 3 wetland and would require a 25-foot buffer per RMC 4-3-050M.6.c. 4.3 Wetland B/C Mosaic _ The southern portion of the site contains a mosaic of wetland areas that were preliminarily delineated during the field investigation. The area appears to have been disturbed through historic clearing, grading, and likely stream channelization and if any future development is proposed for this area it is our recommendation that a wet season review be conducted. Roman Short Plat July 3. 2013 2 At the time of the site visit, the eastern portion of the wetland mosaic (Area B) contained a mix of red alder, willow, Himalayan blackberry, lady fern (Athyrium filix- femina) and giant horsetail (Equisetum telmateia). The western portion of the mosaic (Area C) was dominated by creeping buttercup (Ranuncu/us repens). Both Wetland Areas B and C appear to meet the criteria for Category 3 wetlands and would require 25-foot buffers. 5.0 WETLAND/STREAM FUNCTIONS AND VALUES Wetlands, in general, provide many valuable ecological and social functions, including stormwater storage, water quality protection, groundwater recharge and discharge, and wildlife habitat. Although historically disturbed, the wetlands on the site do continue to provide many of these functions. The wetlands provide some limited stormwater storage areas that trap sediments and other pollutants. The trapping of sediments and pollutants within the wetlands helps maintain water quality in downstream areas. The wetlands may also provide further benefit to wildlife by releasing water slowly during the summer months, thereby contributing to the base flow of the stream. In addition to its hydrologic functions, the wetlands also provide biological functions. As components of the riparian corridor, the wetlands and stream provide habitat for a variety of wildlife species. Another biologic function of the wetlands is the transport of nutrients (via Kennydale Creek) to downstream areas. Nutrients transported to downstream areas provide biological support for fish and other aquatic wildlife. Although privately owned, the on-site wetlands do provide some limited cultural wetland functions as part of the overall open space associated with the Kennydale Creek riparian corridor. The wetlands also contains some passive recreational opportunities such as wildlife viewing. 6.0 HABITAT ASSESSMENT As part of the wetland and stream study, the WA Department of Fish and Wildlife's Priority Habitats and Species (PHS) database was reviewed. This database did not indicate the presence of any threatened, endangered, sensitive, monitored, or priority habitats or species on or adjacent to the property. While the site does likely provide habitat for a variety of birds, small mammals, reptiles, and amphibians typically found within suburban environments, no threatened, endangered, sensitive, monitored, or priority species were identified on or adjacent the site during the field investigations. As defined in RMC 4-11-030.C, Critical Habitat is an area associated with threatened, endangered, sensitive, monitored, or priority species of plants or wildlife and which, if altered, could reduce the likelihood that the species would maintain and reproduce over the long term. Since no critical habitat has been identified on the site, no Habitat Data Report is required. Roman Short Plat July 3. 2013 3 7.0 PROPOSED PROJECT As part of the proposed 2-lot short-plat, a new lot would be created in the northwest portion of the site. It is anticipated that a future single-family residence would be constructed within the western portion of the lot adjacent Jones Ave. NE. This portion of the site currently consists of a periodically mowed pasture (Photo 1). It is our understanding that this new future residence could be constructed outside of the required 35-foot stream buffer and that no impacts to Kennydale Creek, the delineated wetlands, or their required buffers are proposed. Photo 1: View of future home-site on western portion of proposed Lot 1. Roman Short Plat July 3. 2013 4 Attachment A OTAK Technical Memorandum Kennydale Creek Stream Typing Technical Memorandum 10230 NE Points Dritie S11jte 400 /(jrkla11d, 117 A 98033 Pho11, (425) 8224446 Fax (425) 827-9577 To: From: Copies: Chip Vincent, Planning Director, City of Renton Jennifer Henning, Planning Manager, City of Renton Stephanie Smith, Wetland Biologist Kevin O'Brien, Ph.D., Senior Wildlife Biologist Suzanne Anderson, Ph.D., Senior \Vetland Biologist Date: October 20, 2011 Subject: Kennydale Creek Stream Typing Project No.: 31821C Otak Inc. biologists were asked by the City of Renton (City) to confirm the stream typing of Kennydale Creek (also called Clover Creek) in the vicinity of 2208 Jones Avenue NE (Parcel# 3343903602), which has been approved as a two-lot short plat Ooey's Short Plat). Otak biologists conducted their site visit on October 6, 2011, and were able to view the stream on the subject parcel. However, because Otak biologists lacked property access to any other parcels, they were unable to observe the stream in its entirety. Otak biologists were only able to view additional segments of Kennydale Creek from public rights-of way upstream of Interstate 405 (l-405), including the intersections of: Jones Avenue NE near NE 24'" Street; NE 24'" Street near High Avenue NE; and the stream crossing on NE 20'" Street. Kennydale Creek is currently categorized by the City as a Class 4 stream upstream of the I-405 crossing (including the subject parcel), and as a Class 3 stream downstream of the I-405 crossing. Per the Renton Municipal Code (RMC 4-3-050.L.1.a) Class 3 and 4 streams are defined as: Class 3: Class 3 waters are non-salmonid-bearing perennial waters during years of normal rainfall, and/or mapped on Figure Q4, Renton Water Class Map, as Class 3. (RMC 4-11- 160 defines perennial as "Waters which flow co11tin11011s!Jl'). Class 4: Class 4 waters are non-salmonid-bearing intermittent waters during years of nonnal rainfall, and/ or mapped on Figure Q4, Renton Water Class Map, as Class 4. (RMC 4-11-090 defines intermittent as "A conditio11 where waler is not present in the cha1111e/ year-ro1111d d11ringyears of 11ormal or above normal rai11fal!'). Numerous studies have been completed for different segments of Kennydale Creek. These studies include a stream assessment conducted by Jamie Glasgow of Wild Fish Conservancy on September K:\pmjcct\31 R00\31821 C\ Rcports\31821 C tech memo SA_KOB.doc., 7.0 PROPOSED PROJECT As part of the proposed 2-lot short-plat, a new lot would be created in the northwest portion of the site . It is anticipated that a future single-family residence would be constructed within the western portion of the lot adjacent Jones Ave. NE . This portion of the site currently consists of a periodically mowed pasture (Photo 1 ). It is our understanding that this new future residence could be constructed outside of the required 35-foot stream buffer and that no impacts to Kennydale Creek, the del ineated wetlands , or their required buffers are proposed. Photo 1: View of future home-site on western portion of proposed Lot 1. Roman S hort Plat July 3, 2013 4 Attachment A OlAK Technical Memorandum Kennydale Creek Stream Typing Technical Memorandum 10230 ~NE Poinli Drive Suite 400 Kirkland, lf7 A 98033 Pho11e (425) 8224446 Fax (425) 827-9577 To: From: Copies: Chip Vincent, Planning Director, City of Renton Jennifer Henning, Planning Manager, City of Renton Stephanie Smith, Wetland Biologist Kevin O'Brien, Ph.D_, Senior Wildlife Biologist Suzanne Anderson, Ph.D., Senior Wetland Biologist Date: October 20, 2011 Subject: Kennydale Creek Stream Typing Project No.: 31821C Otak Inc. biologists were asked by the City of Renton (City) to confirm the stream typing of Kennydale Creek (also called Clover Creek) in the vicinity of 2208 Jones Avenue NE (Parcel# 3343903602), which has been approved as a two-lot short plat Qoey's Short Plat). Otak biologists conducted their site visit on October 6, 2011, and were able to view the stream on the subject parceL However, because Otak biologists lacked property access to any other parcels, they were unable to observe the stream in its entirety. Otak biologists were only able to view additional segments of Kennydale Creek from public rights-of way upstream oflnterstate 405 (l-405), including the intersections of: Jones Avenue NE near NE 24'h Street; NE 24'h Street near High Avenue NE; and the stream crossing on NE 20"' Street. Kennydale Creek is currently categorized by the City as a Class 4 stream upstream of the I-405 crossing (including the subject parcel), and as a Class 3 stream downstream of the I-405 crossing. Per the Renton Municipal Code (RMC 4-3-050.L.1.a) Class 3 and 4 streams are defined as: Class 3: Class 3 waters are non-salmonid-bearing perennial waters during years of normal rainfall, and/ or mapped on Figure Q4, Renton Water Class Map, as Class 3. (RMC 4-11- 160 defines perennial as "Waters which flow co11tin11011sfy"). Class 4: Class 4 waters are non-salmonid-bearing intermittent waters during years of nonnal rainfall, and/ or mapped on Figure Q4, Renton Water Class Map, as Class 4. (RMC 4-11-090 defines intermittent as "A conditio11 where waler is no/ present in the channel year-rnu11d d11ri11gyem, of normal or above 11ormal rai11/all'). Numerous studies have been completed for different segments ofKennydale Creek. These studies include a stream assessment conducted by Jamie Glasgow of Wild Fish Conservancy on September K:\prnject\31H00\31821C\Rcpom\31R21C techmcmo SA_KOB.docx Chip Vincent, Planning Director, City of Renton Ke1111yda/e Creek Stream Typing Page 2 October 20, 2011 18, 2008 on segments ofKennydale Creek located upstream ofl-405 (\'vild Fish Conservancy memorandum, September 23, 2008). Ms. Glasgow reported observing flow both upstream (near NE 20'h Street) and downstream (near NE 24'h Street) of the subject parcel in the autumn of 2008. However, since she did not assess the entire reach of Kennydale Creek located upstream of I-405, she did not have sufficient infonnation to determine whether any section of the stream lacks continuous flow during the summer. Additional studies on upper Kennydale Creek include a stream assessment prepared by Carl Hadley of Cedarrock Consultants, Inc., dated February 17, 2006. Mr. Hadley reviewed the water type classification of upper Kennydale Creek, and recommended maintaining the Class 4 water classification of the stream. Otak biologists were asked to determine whether the current Class 4 categorization for Kennydale Creek on the subject parcel is correct, or if the stream meets the definition of a Class 3 stream. The subject parcel has been approved for a two-lot short plat, and currently has a house on the . northern portion of the property. ·n,e southern portion of the parcel consists of a mowed field dominated by creeping buttercup (Rammc11!11s repe11J), and the western portion of the parcel fronts Jones Avenue NE. Kennydale Creek flows from south to north on the subject parcel, and it is located approximately 125 feet east of.Jones Avenue NE, essentially bisecting the parcel. On the subject parcel, the creek channel is densely vegetated, is approximately four feet wide, and had between five and eight inches of very slowly flowing water at the time of the site visit -see the photo attached to the end of this memorandum. It is important to note that the Otak site visit occurred on October 6, 2011 after several days of rain. Vegetation in the creek was dominated by watercress (Nast11rti11m ojficinale), American speedwell (Veronica Americana), with some reed canarygrass (Pha!aris anmdinacea). The two dominant species in the creek (watercress and speedwell) are both obligate wetland species, meaning that 99-percent of the time, these plants are found in wetland habitats. Vegetation completely filled the stream channel, growing from the channel bed and banks of the stream. The density of the vegetation indicates that water does not flow through this segment of the stream at a sufficiently high velocity to prevent plants from becoming established. The dense vegetation also indicates that this segment of the stream may lack surface water flow during the summer, but it likely has high enough groundwater to support the hydrophytic (water- loving) vegetation. Looking upstream (to the south) from the subject parcel, the stream bed appears to generally lack vegetation, indicating water may flow through that segment at a higher velocity than on the subject parcel, thereby precluding vegetation establishment. Other segments of the stream channel that we were able to view from public rights-of-way (both up-and downstream of the subject parcel) also generally lacked vegetation, indicating potentially higher velocity flows or impoundment. However, many of these segments were viewed at or near culvert inlets or outlets, which can influence stream flows, and tnay not be representative of the stream's characteristics. Downstream (north) from the subject parcel, there is a pond on a parcel adjacent to Jones Avenue NE, just south of the NE 24'h K:\projcct\31800\.'> 1821 C\Rcports\31821 C tcchmcmo SA_KOB.doc:x Chip Vincent, Planning Director, City of Renton Kem!Jdak Creek S !ream Typing Page 3 October 20, 2011 Street. It appears that Kennydale Creek enters and exits the pond via culverts prior to crossing beneath Jones Avenue NE. While our site visit and data collection was limited by property access and time of year, it is our best professional judgment that some portions of Kennydale Creek upstream ofI-405, particularly in the vicinity of 2208 J ones Avenue NE, may lack surface water flow during some portion of the year, thereby meeting the definition of a Class 4 water per RMC 4-3-050.L.1.a.iv. \'v'hil e it is likely that some segments of Kennydale Creek located upstream ofI-405 remain inundated throughout the year; the heavily vegetated nature of the stream channel on the subject parcel suggests that a combination of evapotranspiration and infiltration during at least a portion of the summer may result in a lack of surface water flow in this segment of the stream. Photo looking downstream (towards the north) at Keonydale Creek on the Joey's Short Plat parcel. Note the dense vegetation in the stream channel. K:\projcc c\31800\31821C\Rcports\31821 C tcchmcmo SA_KOB.docx Attachment B Data Sheets 8-2 DATA FORM ROUTINE ONSITE DETERMINATION METHOD1 F1eld lnveslig~lor~): A t.-T"":1-A ,-..i ~ Date: '5:/. ,x/ 1'3 Projec'JShe: I..\ 0 J•·-'"'' AJ,~ State: vlA County: _:l":.,rc:.rl;;..l;,""-------- ApplicanVOwner: P... l"A.I Plant Community #/Name:----------- Note.~ If a more delailed site ~s.crip:ion is necessary, use the back of dala form or a lie\d nolebook. --------------------------------------------------- Do normal enVironmental condilions exist at lhe plant communhy? Yes _x_ No __ (If no, explain on back) Has the v119elation, soils, and/or hydrology been significanily dislurbed? Yes 2_ No_· __ (If yes, explain on back) l,\\ s,, rt,( ~~i>.'1> ,.it;, fof!. ?o,Jl> VEGETATION Indicator Dominant Plant Sp,ecies Slatus Stratum Dominant Plant Species :rl\.,_ \ ~r. s 1. CifV~1A " l"l'<.<rl (> 11. 2. ...,\;l!.J .... ,,_ \..I I<-,•r,.,cy.J ± 12. 3. \C\"<J ......... ,h,lc,,....._,ll!. t~c 13. ' 14. ~. 5. ·---15. 6. 16. 7. 17. a. 18. 9. 19. 10. 20.· Percanl of dominan\ spades thal are OBL, FACW, and/or FAC _ _,,l-'<l-'C"-· ----- Is the hydrophyt.:: vegalaiion crharion mat? Yes _:f__ No_._ Rationale: ..... <:" a;:: ~ J ~ I~ \?,C. 0 f'-(A/f..'\'1\-f'- SOILS Indicator Sla\us Slratum --------------- --------- ------------ ------ --- Series/phase:----------------Subgroup:2 ----~------- Is \he soil on the hydric soils list? Yes No Undetermined_._· --,.,..--- Is the soil a Histosol? Yes ..L_ No_ Histic epipedon present? Yes __ No __ Is the soil: Monled? Yes No ..2o.._ Glayad? Yes__ No _:6___ Matrix Color: lr)"f1"L-7.,/-,--Moi'lle Colors:----------------- Other hydric soil indica\ors:----------------------------- ls the hydr.:: S<>il criterion mat? Yes --/.. No Ralionale: -- '-• W ( i-lhw,, A -c. P-.G!,:.J ,c.. HYDROLOGY Is the ground surface inundated? Yes__ No~ Surface water depth: ---------- Is the soil saturated? Yes -./. No // Deplh lo lree-slanding water in pit/soil p~ole: -.....ll------------------- Ust other field evidence cl surface inundation or soil sa\uralion. Is the wa!land hydrology crilarion mal? Yes X No Rationale: ---- c, t H.f:-.1 "''h ;;;;:i d,-.>o\_:_ · ,i>.'tvltA"h•,j JURISDICTIONAL DETERMINATION AND.RATIONALE Is the plant community a wp11and7 Yes~ No __ Rationale fofjurisdictional decision: -,-,,,------------------------ A1,L-~ (.f-1 ...-~r-,-. W'-(T 1 This data fotm can bo used for th8 ·Hydric Soil Assessment Procedure and Iha Plant Community Assessment Pioc.adure. 2 Classifbtion according lo ·soil Taxonomy: . ' ., J 8-2 DATA FORM ROUTINE ONSITE DETERMINATION hlETHOD1 Fie Id lnve sl igalor( s ): t;\-1...'i "'-.1<"',.I D a 10: _::..$.1../.::z..:.eicJ./_,:.c;::._ ___ _ Projec'JSna: '<A-..o :ro,.<.? A.JC Siale: \d'II County: _1"='.:c'"..,b"'------- Applican1,0wner: &,,s.,.A,.l Plan! Community rfl-/ame: ------------ Nots.~ If a more detailed site des..cription is necessary, use the back or data fctm or a fiek:J nolebook. --------------------------------------------------· Do normal environmenlal condilions exist al ihe plan! communhy? Yes _b__ No __ (If no, explain on back) Has ihe veg elation, soils, 2nd/or hydrology been significantly disturbed? Yes __ No ...1Sc.._ (If yes, explain on back) --------------------------------------------------- VEGETATION Indicator India I or Stalus Stratum bOminant Planl Species Slatus Stratum --------- 1. fAco -r 11. --------- 2. FA<. ' 12. ------ 3. f,'>,c::J -,,.-13. ------ ' r.,.,u .s .14. ---~. ---5. f'iAr u ·+-15. --- 6. \4'CJ 16. ---7. 1::A<.. G, 17. a. 18. 9. 19. --- 10. 20.· Percenl of dominant spades lhal are OBL, FACW, 2nd/or FAC __ '1.,_;,..<...._'/-'"----- ls the hydrnphytic vegetation crherion met? Yes __ No ...c.__ Rationale:---~~---------------------_.:: ______ _ Ne, > S-0% fAc_ o/'-w e::'T'l E (t SOILS Series/phase:----------------Subgroup:2 ------------ Is the soil on lhe hydric soils list? Yes __ No__ Undelermined ______ _ ls the soil a Histosol? Yes__ No_!£_ Histic epipedon present? Y8s __ No~ Is the soil: Monled? Y!l--No _x_ Gleyed? Yes__ No _x __ Matrix Color: IQYR #2. Monie Colors:----------------- Other hydric soil indica.lors:-------------------------,---- ls Iha hydric soil cri:arion met? Yes Rationale: -:-:-------:::---;t--,-,,----:-r--:--c,,..-,--,c-:,--~---------- C. tje,<M A o ic ,_ w7o f:'i:9 6:,< '"""""vi\,c_ fU(i~fl.~ <;; No~ HYDROLOGY Is the ground suriaca inundated? Yes No .c._ Surface waler deplh: Is the soil saluraled? Yes__ No K_ Depih lo free-slanding water in ph/soil probe hole:--------------------- List other fiok:f evidence of surface inunda1ion or soil saluralion. Is the wetland hydrology criterion met? Yes__ No L_ Rationale: ___________ '------------------------- No ofiSkf;\JA1\o,.J o~ l.f.v1 "O(.Nc.(:.. Oi-!.-P1t..-LurJ&t..b Sc.il-SN"\vrt-~1\u......J JURISDICTIOHAL DETERMINATION AND.RATIONALE Is lhe plan! community a w,011and7 Yes__ No_.>$_ Rationale for·jurisdiciiona/ decision: --------------------------r,J ,J C./Z-( I'eJ!:t A-,v\ (<., 1 This data form can bo used fot tho Hydric Soil Assessmenl Procedure and lhe Plan! Commun~y Assessment Procoduro. 2 Classific..ltion according to ·soil Taxonomy." \ • Altmann Oliver Associates, LLC AOA PO Hox fii8 Canuttion, WA 98014 Offi1.:c (425) 33'.H.:"l35 Fax (425) 33:H,;09 Environmental April 30, 2015 Jennifer Henning. AICP Planning Director City of Renton 1055 South Grady Way Renton, WA 98057 Via email REFERENCE: Roman Short Plat -Renton, WA -LUA13-00795 SUBJECT: First Quarter Monitoring Report Dear Jennifer: Planning & Landscape Architecture AOA-4115 !RECEIVED MAY O 6 2015 CITY OF RENTON PLANNING DIVISION This report documents the conditions for the Roman Short Plat buffer enhancement area following the first quarter after implementation of the mitigation plan and sign-off from the City, which occurred on 1/9/15. Information in this report is provided per the: conditions of our approved drawings and report (Buffer Averaging and Mitigation Plan - Figures l-4 dated 9-4-14). The baseline monitoring report was submitted to you on 1/9/15. 1.0 PROJECT SUMMARY The project is a 2-lot short plat adjacent Kennydale Creek (Class 3 stream) and Wetland A (Category Ill wetland). Per the approved plan, 4667 sf of buffer was reduced and replaced with 18,232 sf of buffer along with enhancement of the reduced buffer in total of 5606 sf. 2.0 PLAN MODIFICATIONS The project was planted in December of 2014 essentially per plan. We reviewed the project during and after implementation. A few additional dogwood cuttings were added as replacement for a few less red currant. The attached as-built reflects totals of installed plant material along with vegetation sampling transects and photo-points to be utilized during the 5-year performance monitoring period. 3.0 VEGETATION SAMPLING TRANSECT DATA Two permanent 50' long vegetation sampling transects were established during the 12/12/14 baseline monitoring assessment and reassessed during our 4/15/15 first quarter monitoring review. Woody vegetation is evaluated through use of the point-intercept Jennifer Henning April 30, 2015 Page 2 of 4 sampling methodology within each of these sampling locations. Herbaceous cover will be visually estimated. Following is the transect data from the baseline assessment. 2.1 DATA AT FIRST QUARTER Transect# %Woody %Woody % % %Noxious Cover at Cover at 1" Herbaceous Survival Weed Baseline Qtr-Yr 1 Cover Cover 1 14.3 16.0 90.0 98.5 trace 2 15.8 19.2 90.0 95.2 0.00 AveraS?e 15.05 17.6 9.00 96.9 0.00 Required at 15.0 20.0 NA 100.0 <10 Year 1 4.0 PERFORMANCE STANDARDS The monitoring program will be conducted for a period of five years, with quarterly reports submitted during the first year and annual reports for Years 2 through 5. Based on the relatively small size of the enhancement area, the entire area will be reviewed for survival while cover will be assessed through the transects (see Section 3 above). The primary goal of the enhancement plan is to increase the value of the buffer over current conditions. To meet this goal, the following objectives and performance standards were incorporated into the plan: 4.1 Objective A Increase the structural and plant species diversity within the enhancement area. 4. lA Performance Standard A Following every monitoring event for a period of at least 5 years. the enhancement area will contain at least 7 native plant species. In addition, there will be 100% survival of all woody planted species throughout the enhancement area at the end of the first year of planting. Following Year !, success will be based on an 80% survival rate or areal cover of planted or recolonized native species of 15% at construction approval, 20% after Year !, 30% after Year 2, 40% after Year 3. 50% after Year 4 and 60% after Year 5. 4.1 B Status of Performance Standard A at Baseline Eight woody species were installed within the mitigation planting areas. Woody plant coverage averaged 17.6% between the two transects at 1" quarter of Year 1. well on its way to meeting the 20% coverage requirement at Year 1 therefore this standard is currently being met. 4.2 Objective B Limit the amount of invasive and exotic species within the enhancement area. 4.2A Performance Standard B After construction and following every monitoring event for a period of at least five years. exotic and invasive plant species will be maintained at levels below 10% total cover in all planted areas. These species include. but are not limited to. Himalayan and evergreen blackberry, reed canarygrass. morning glory, Japanese knotweed. English ivy, thistle, and creeping nightshade. Jennifer Henning April 30, 2015 Page 3 of 4 4.2B Status of Performance Standard B at Baseline At 1" quarter, there was only a trace of Himalayan blackberry, tansy, yellow-flag iris and Canada thistle, therefore this standard is currently being met. 5.0 PHOTOS FROM ESTABLISHED PHOTO-POINT LOCATIONS Photo-point 1. View looking SE on 4/15/15 Jennifer Henning April 30, 2015 Page 4 of 4 6.0 MAINTENANCE RECOMMENDATIONS The following items need to be completed during the ongoing maintenance visits in March, May and July of each year to ensure continued success of the mitigation areas. 1. Remove all invasive/non-native vegetation through hand-grubbing. Cut back encroaching blackberry along non-enhanced areas adjacent to the mitigation planting area. 2. Remove any garbage and other non-organic debris from the site. 3. Install irrigation system by April 1 or implement twice weekly hand-watering program capable of watering all plants. Set flow to run Yi' twice weekly June 15- September 30. Winterize by October 1. 4. In the fall of 2015 all dead plants will be replaced with the same species or an approved substitute species that meets the goal of the enhancement plan. Plant material shall meet the same specifications as originally-installed material. Replanting will not occur until after reason for failure has been identified (e.g., moisture regime, poor plant stock, disease, shade/sun conditions, wildlife damage, etc.). Replanting shall be completed under the direction of the AOA. Hold on replacing plant material until the end of this growing season to replace all plants at one time. It was noted during this review that the cedars all are experiencing top die back and will likely need replacement in the fall. 7.0 SUMMARY & MONITORING SCHEDULE Overall, the site is performing well and meeting performance standards. With proper on- going maintenance the site should establish successfully. The next long-term monitoring event is scheduled for July for the second quarterly review followed by submittal of the second quarterly report. In the fall of next year, we will conduct the plant mortality assessment to determine if any additional plantings will need to be installed prior to submittal of the third quarterly report to the City. After Year 1, monitoring and reporting will then continue annually with reports submitted to the City annually through at Year 5 (January 2020). Should you have any questions, please call me at (425) 333-4535 or email me at simone@altoliver.com . Sincerely, ALTMANN OLIVER ASSOCIATES, LLC Simone Oliver Landscape Architect Attachments -Figures 1-3. As-built Wetland Mitigation Plan cc: Ariana and Dimitru Roman, Jose Zuniga -via email ORDINARY HIGH NATER OF KENNYDALE CREEK CLASS 3 STREAM J , I' 15' BUFFER ~ f\ l ~-, I '11 \ / \ ~ -,\\ i/ I \ \ \ / p "-,5 BSBL .L-/ Nss·og 49 E ---_ \ \ --_! __ ...-----_---.. -,/ .1? ) . ,o I~ I' ' £'-G _:JS"7-/---7iT1(, ) j ,,~--,r~~r1' -' I,,· 11 rhi,, .. , ssecf-. 'cc~"--=·· ~/ /·I / ~ I I L T 1 /:'f'_,,,_·~_''. ; ..... ·-.'.. ·.·.·_,,. // ,0 / / l;fl" \ " : ) r·r-s · _;;:; /ll/ IJc ; . ~I I ;_• ,~_,_/_·. ·-.•~ .• /~ 2 : OS %' ) r;.,,,s· ~ , ~8 ~ I ' '"=i"oi• -.~"cf"~', / / . .--O / t::.i_ ~ ' 11 I I . .,,,, .'?· // ,": .. 08" / \ ,· I \ 5 8 ' --,, -/ • .0 _..-.. / . ... . , • ',_,.. V -\ \ I I\ //d_j .. .,@-"'.".'.'_ .. ·-·, 0 \ I _ / .. ,r"···"··· .\ I ~,1 : ~:: v_ ·-... ,-. -----.....\ \ \ ,,. \ \ ~~! : Lrlli_,.2 . ~: •. N. ETLAND .A . \ o· ' .. \ ,,i 8 .. \ : "-i--1 '. • • CATEGORY 111 · . . ,.,Z, \ . 8 \ 1 1 \ 1: • lj· 25' BUFFER . / };{ f!.l_s·~' \ ,. ~ • I , .. \\ 8 \ ,~ . / .. ·. . ; \ ,!!.,~ -.• / ~ *'' '\ \ \.. - ,;:;..;' ~ 10" '--" • \ =;.,.· _,.. ~/\ \ TRACT A I 0 \, ·.. ''\(CRffiCAL ARJ / "" /' N " "' " 0''" "!U. ) \ TRACT) I 15500' 26"~ ; / \ ', ~, ® I M.-1--...-._ ,,. 1 ~~1it---·i: G -~:~ ® --~·11 1 ,o'g 8 ' ,6' -· ~ I {2)8" ,,. I 18' 16" / / I 1 ~ \ $, · . / ,~· NETLAND B/C, , l'o/ ,"- " 1 ,,-· . r .22 \i:;,_ATEGORY Ill '° '- ~i~®'/ t ':, : ' 2:r BUFFER "\ ~" ;$'' . I Y' \ / J;;;w Ir z:\r" c:;g i i "~" 1 1 I /~ ... I I GJ,· // I I / 'f I 8" / I I / \ I I \ ~ ~,s,~ '1 -~ &/ . \ : I \ _____________________ , --· ;:92900~ 8~,o-----nes;\\ __ \ I /'IN "'· I / ,,/ \ ' -I /,/ f',_ ~-----------~ I I / ' ', I i'! / \ ~ I E-< u PLAN LEGEND 1311) --------PROPERTY LINE l;:;:f= -... -... -.. ·-ORDINARY HIGH NATER OF KENNYDALE CREEK 1. . . . .. _. . I EXISTING NETLAND --------STANDARD NETLAND/STREAM BUFFER --------AVERAGED STREAM BUFFER ----0-------0--SPLIT-RAIL FENCE NITH NGPA SIGNS IMPACT LEGEND ~:;-. •.'Si~-. ~a'-';!i BUFFER REDUCTION MITIGATION LEGEND ~ BUFFER REPLACEMENT vW/ ffe~ BUFFER ENHANCEMENT 0 GRAPHIC SCALE (IN FEET) H 25 50 15 100 SCALEl50 NOTES 1510 4,661 SF 18,232 SF 5,606 SF N I. SURVEY ! SITE PLAN PROVIDED BY ENCOMPASS, 165 NE JUNIPER STREET, SUITE 201, ISSAQUAH, NA Cf8021, (425) 3Cf2-0250. Ci w l!, I--I CJ " " ~ ~Z~()~ ~()2'.ju)~...!...&; <>\l)oo<(oCJo: z <( ..J Q_ z CJ I- <( \)) I- L "' \)) z \)) <( l!, (l'. " wr > CJ <( 9 (l'. ff) w <( LL::::, LL ..J ::::, .z [l)f-CJ I-<( 1-- ..J ..J \)) -0..z ::::, -(DI-I I (l'. \l) \l) CJ <( <(I:S: .. \l) • -z w z CJ (l'. <( 1- ::::i}.: z \)) CJ w LL (l'. (l'. ~lli~ ~ u ....l ....l en' -~ u 0 u, u, < ~I, ·-;' 6 ; 2 EI' ~ i i' ~ i I ~ ~ I ~ I ~ I " ; C. 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"-'':?. . \ @ ANSCGT 2 -C-: --: --'"-: -: --'-.> --I TI< ' ---=--=--:-'c-C-_"-.___ -- P2Z::727~ E----1 PLANTIN6 AREA A PLANTIN6 AREA B N z <( __J Q_ \!) z i= lf) z \T <( r-- __J Cl Q_ Cl I (i \'[) w-lL <( lL :::, :::, __J [Q -z f-Cl f-<( f- __J __J \!) =i Q_ z [Q f-I I Q'.'. \f) \f) Cl <( <(II .. \f) N z· w z () (i <( f-::::, 1: z \!) Cl w u::: Cl'.'. (i \ ' -=====-==-===>:-- / \ -_ --_ - \ fj]---~;;_~ ---:-: :-=: I ' --,c-_--. \ I ---,, -_ ---, ' ---1 ' ' \I ' \~~~M~~-- GRAPHIC. SC.ALE (IN FEET) I , .. ·~ I ~ " . . a \ I '' \ _,., ------\1/-, ', -----~---- \ \ -------~ 1 1 11 ----\ --~~-'+----,-~-~--,;\\ ', / 1 -?s \ " ~ / ' \ \ ""' '" ' sl< -?s ,,;, I 11 , I 0 10 20 30 40 60 SCALE, 1,20 NOTES I. SURVEY d SITE PLAN PROVIDED BY ENCOMPASS, 165 NE JUNIPER STREET, SUITE 201, ISSAQUAH, HA CJ8021, (425) 3CJ2-0250. u ~ ..J ' ..J ~ ell 1 " ' ~ ; ·g ~ ~ ~ <( ... ~ ~ 0 ~ C: g C: j ,, E ' ~ ~ ;:" ~ ,,; I ~ 0 I 0 I "' 7 ~ .. (~ u INSTALLED PLANT LIST (AREA A) !e; lf\ o- C: - o. 't TREES ,---Dr----- SIZE (MIN.) w lf\ SCIENTIFIC NAME COMMON NAME DENSITY QTY NOTES f--I ACER MACROPHYLLUM BIG LEAF MAPLE ct' O.C. 2 GAL. SINGLE TRUNK, HELL BRANCHED C) ~Q Cj i () "'z "'< () ~ .., PSEUDOTSUGA MENZIESII DOUGLAS FIR ct' O.C. 10 2 GAL. FULL 4 BUSHY .,, \]) ,. I >- ~ <( .,,-., Q\J) QC) C: THU-..JA PLICATA HESTERN RED CEDAR ct' O.C. Cj 2 GAL. FULL 4 BUSHY SHRUBS SCIENTIFIC NAME COMMON NAME DENSITY QTY SIZE (MIN.) NOTES \]) RIBES SANGUINEUM RED CURRANT 6' O.C. 2 I GAL. MUL Tl-CANE (3 MIN.) z C) ROSA NUTKANA NOOTKA ROSE 6' O.C. 28 I GAL. MUL Tl-CANE (3 MIN.) f-- <( SYMPHORICARPOS ALBUS SNOHBERRY 6' O.C. 22 I GAL. MUL Tl-CANE (3 MIN.) 0 LL CUTTINGS 0 SCIENTIFIC NAME COMMON NAME DENSITY QTY SIZE (MIN.) NOTES w Q_ CORNUS SERICEA RED-OSIER DOGHOOD 6' O.C. I q 4' CUTTING 1/2" DIA. MIN., BARK INTACT \]) ... SALIX SITCHENSIS SITKA HILLOH 6' O.C. I q 4' CUTTING 1/2" DIA. MIN., BARK INTACT w _J ::::, tJ, D~ INSTALLED PLANT LIST (AREA B) w ,- I C) 0 C) \]) I TREES f--I'() SCIENTIFIC NAME COMMON NAME DENSITY QTY SIZE (MIN.) NOTES z <( <(::::, _J _J THU-..JA PLICA TA HESTERN RED CEDAR ct' O.C. 3 2 GAL. FULL 4 BUSHY Q_ -z SHRUBS f--f--C) _J <( f-- -_J \[) SCIENTIFIC NAME COMMON NAME DENSITY QTY SIZE (MIN.) NOTES ::::, Q_ z co - RIBES SANGUINEUM RED CURRANT 6' O.C. 12 I GAL. MUL Tl-CANE (3 MIN.) I f--I \]) (i \]) ROSA NUTKANA NOOTKA ROSE 6' o.c. Set I GAL. MUL Tl-CANE (3 MIN.) <( C) <( .. Jj :r SYMPHORICARPOS ALBUS SNOHBERRY 6' O.C. 43 I GAL. MUL Tl-CANE (3 MIN.) I'() - wzZ CUTTINGS (i <( C) ::::, L f-- SCIENTIFIC NAME COMMON NAME DENSITY QTY SIZE (MIN.) NOTES ~ C) [TI LL (i (i CORNUS SERICEA RED-OSIER DOGHOOD 6' O.C. 33 4' CUTTING 1/2" DIA. MIN., BARK INTACT SALIX SITCHENSIS SITKA HILLOH 6' O.C. 33 4' CUTTING 1/2" DIA. MIN., BARK INTACT ; . SPECIFICATIONS ~ 1~ I. ALL PLANTS SHALL BE HAND-HATERED OR HATERED VIA A TEMPORARY IRRIGATION SYSTEM. HATERING SHOULD OCCUR THICE-HEEKL Y -.JUNE r~ ~;: 15-0CTOBER 31 THE FIRST YEAR AFTER PLANTING AND ONCE HEEKL Y JULY I-OCTOBER I THE SECOND YEAR AFTER PLANTING. FLOH SHOULD u ~ OCCUR AT A RATE OF 1/2" OF HATER DURING EACH HATERING EVENT, ENSURING COMPLETE SATURATION OF THE ROOT ZONE. ....l i 2. MAINTENANCE SHALL BE IMPLEMENTED ON A REGULAR BASIS ACCORDING TO THE SCHEDULE BELOH. ....l ~ oo" a! 11) ::;; ANNUAL MAINTENANCE SCHEDULE 'ii ~ ·;:; ~ 0 MAINTENANCE ITEM F M M _J _J A _J A s 0 N D /Jl ~ VJ ,a ..,: C ~ HEED CONTROL I I I I I I I I I ~ ~ " -~ GENERAL MAINT. I I I I I I I I I I I I I I I .:: i I 0 ~ ~ I Bl = HA TERI NG -YEAR I 4 8 8 4 C ~ I C: .~ HA TERI NG -YEAR 2 I "' l 4 4 4 § ~ < -' I ..,: ' ~ -1-8 = NUMBER OF TIMES TASK SHALL BE PERFORMED PER MONTH. -~ ,· ' Altmann Oliver Associates, LLC AOA P() Box 57.-i Cam:11io11, \\'A ~18014 Fa, (4~5) :1j~1:,t19 Environmental January 9, 2015 Jennifer Henning, AICP Planning Director City of Renton 1055 South Grady Way Renton. WA 98057 Via email REFERENCE: Roman Short Plat -Renton, WA -LUA! 3-00795 SUBJECT: Baseline Monitoring Report & As-built Plan Dear Jennifer: Planning & Landscape Architecture AOA-4115 This report documents the conditions for the Roman Short Plat buffer enhancement area following implementation of the mitigation plan. Information in this report is provided per the; conditions of our approved drawings and report (Buffer Averaging and Mitigation Plan-Figures l-4dated 9-4-14). 1.0 PROJECT SUMMARY The project is a 2-lot short plat adjacent Kennydale Creek (Class 3 stream) and Wetland A (Category Ill wetland). Per the approved plan, 4667 sf of buffer was reduced and replaced with 18.232 sf of buffer along with enhancement of the reduced buffer in total of 5606 sf. 2.0 PLAN MODIFICATIONS The project was planted in December of 2014 essentially per plan. We reviewed the project during and after implementation. A few additional dogwood cuttings were added as replacement for a few less red currant. The attached as-built reflects totals of installed plant material along with vegetation sampling transects and photo-points to be utilized during the 5-year performance monitoring period. 3.0 VEGETATION SAMPLING TRANSECT DAT A ; I Two permanent so· long vegetation sampling transects were established during our 12/12/14 baseline monitoring assessment. During monitoring events woody vegetation will be evaluated through use of the point-intercept sampling methodology within each of these sampling locations. Herbaceous cover will be visually estimated. Following is the transect data from the baseline assessment. RECEIVED JAN 15 2015 CITY OF RF.NTON ~i.ANNl!~G OiVi.)10N , • t.1 Jennifer Henning January 9, 2015 Page 2 of 5 '.: :J:ranse;:t # . %, Woody; I i" ;_·~. •"t' · , ~ '.r ,· : ~·cover~ ' • 2 Averal!e Required at baseline 14.3 15.8 15.05 15.0 , ' % l'-lerbaceous'.i• 0; %-Survival"· . , % Noxious,Weed -~. 'Cover \ ,>· /~ .. , ... ·· Cover" . ., 80.0 100.0 trace 80.0 100.0 0.00 0.00 100.0 0.00 NA 100.0 <10 4.0 PERFORMANCE STANDARDS The monitoring program will be conducted for a period of five years, with quarterly reports submitted during the first year and annual reports for Years 2 through 5. Based on the relatively small size of the enhancement area, the entire area will be reviewed for survival while cover will be assessed through the transects (see Section 3 above). The primary goal of the enhancement plan is to increase the value of the buffer over current conditions. To meet this goal, the following objectives and performance standards were incorporated into the plan: 4.1 Objective A Increase the structural and plant species diversity within the enhancement area. 4.1A Performance Standard A Following every monitoring event for a period of at least 5 years, the enhancement area will contain at least 7 native plant species. In addition, there will be 100% survival of all woody planted species throughout the enhancement area at the end of the first year of planting. Following Year l. success will be based on an 80% survival rate or areal cover of planted or recolonized native species of 15% at construction approval. 20% after Year l, 30% after Year 2, 40% after Year 3, 50% after Year 4 and 60% after Year 5. 4.1 B Status of Performance Standard A at Baseline Eight woody species were installed within the mitigation planting areas. Woody plant coverage averaged 15.05% between the two transects, meeting the 15% coverage requirement at baseline therefore this standard is currently being met. 4.2 Objective B Limit the amount of invasive and exotic species within the enhancement area. 4.2A Performance Standard B After construction and following every monitoring event for a period of at least live years. exotic and invasive plant species will be maintained at levels below 10% total cover in all planted areas. These species include, but are not limited to. Himalayan and evergreen blackberry. reed canarygrass, morning glory, Japanese knotweed. English ivy. thistle, and creeping nightshade. 4.2B Status of Performance Standard B at Baseline At baseline, there was only a trace of Himalayan blackberry and Canada thistle. therefore this standard is currently being met. , ,, Jennifer Henning January 9, 2015 Page 3 of 5 5.0 PHOTOS FROM ESTABLISHED PHOTO-POINT LOCATIONS During the baseline monitoring event three photo-points were established that will be monitored throughout the five-year performance monitoring period. The photos, whose locations are depicted on the attached as-built plan, will be taken throughout the monitoring period to document the general appearance and progress in plant community establishment. Review of the photos over time will provide a semi-quantitative representation of success of the planting plan. Following are the photos taken during the baseline review. Jennifer Henning January 9. 2015 Page 4 of 5 Photo-point 3. View looking north to NE on 12/12/14 (the swing set has been removed) 6.0 MAINTENANCE RECOMMENDATIONS The following items need to be completed during the ongoing maintenance visits in March. May and July of each year to ensure continued success of the mitigation areas. 1. Remove all invasive/non-native vegetation through hand-grubbing. Cut back encroaching blackberry along non-enhanced areas adjacent to the mitigation planting area. 2. Remove any garbage and other non-organic debris from the site. 3. Install irrigation system by April 1 or implement twice weekly hand-watering program capable of watering all plants. Set flow to run Vi' twice weekly June 15- September 30. Winterize by October 1. 4. In the fall of 2015 all dead plants will be replaced with the same species or an approved substitute species that meets the goal of the enhancement plan. Plant material shall meet the same specifications as originally-installed material. Replanting will not occur until after reason for failure has been identified (e.g., moisture regime, poor plant stock, disease, shade/sun conditions. wildlife damage, etc.). Replanting shall be completed under the direction of the AOA. 7.0 SUMMARY & MONITORING SCHEDULE Overall, the site is performing well at the time of construction. With proper on-going maintenance the site should establish successfully. The next long-term monitoring event is Jennifer Henning January 9, 2015 Page 5 of 5 scheduled for next spring for the first quarterly review followed by submittal of the first quarterly report. In the fall of next year, we will conduct the plant mortality assessment to determine if any additional plantings will need to be installed prior to submittal of the third quarterly report to the City. After Year 1, monitoring and reporting will then continue annually with reports submitted to the City annually through at Year 5 (January 2020). We would like to receive written approval of construction and this report by the City as soon as possible. Should you have any questions, please call me at (425) 333-4535 or email me at simone@altoliver.com . Sincerely, ALTMANN OLIVER ASSOCIATES, LLC Simone Oliver Landscape Architect Attachments -Figures 1-3. As-built Wetland Mitigation Plan cc: Bonnie Babcock, Ariana and Dimitru Roman -via email ' ,. • I i , . I . .:;,, ORDINARY HIGH HATER OF KENNYDALE CREEK CLASS 3 STREAM l ' 111 ,r\f 4'c,,~ I,,-, .P s :2: T I 1s· I 15' BUFFER -.:;;; ::= --,. I I J / \J88"09'49"[ -=-:--- I . I I (, I . '11 / 8" \ ~36-I a· W: . -0'0·· ,· ,.. ,.. ~ ~\ ~t \' \ ,· ~ _., . \ I 1....,_.....-'---·-·-· \ J)12" ~ ID-·~"'.:'.'-._ . \ I O \ I i--k I \ -._. ·-'-"-----:_\ · . \ \ 22 \ I -/ ·"' ,. II' '-~: : . HETLAND:A \ b, \ (6)5" \ ~ : : CATEGORY ·111 . ,,.'Z \ ,· G \ / / "" ti ~ 1 ·25' BUFFER · . ·-~-1,i,·J& \ ~ I . . . \\G'-'-\ \ I \ I • •• \ '- ' __j IS L ,.., \• ' - -S<IL' "¥"-'\, \ ....__ • 1--... -\'" I n· "''0./\ \ TRACT A I I...,_ I !1.'\ ~ r;~ . I " \ TRACT) I ./ '" / I~ I I I i' o~· . e\(CRTTICAL AREii , A \ ' '-''..1 " ,5-1 ' I \ \ '-f i, --.._L---"-----I " I ' \ ~ II \ --·--~ ,/' \ Ui ~,el>\' [585BC ~ /,,-1--_....-·-.1'5., , I \ " "'(, " ,-,£;,~ •.. ...... · i,.w a ": •. I I ;, 2 ,. " ,..'Q' t![..,..... . ~ ',£· . I , , -\, '"', , ·"" I .· .. 1 1 · .. ;,t:/ . G . , ' :,<. '<10; ......... , '/ .,,,,· ,r. . . \ --1\. f '1 " ,';. _/ ........ ./ ~> _I,\._· HE~LAND :B;c ,'i,;·'-" ,1 ~ · · · r ,, · \(;ATESORY 111 '° " 1 1 "_.'®, .. /·: :·l·;• ·.'' 25'BUFFER I' '1 ~,~ .£," . . r ; j / .-1:S'°· i' J ~ ,,.,, . 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SURVEY ~ SITE PLAN PROVIDED PB, ENCOMPASS, 165 NE JUNIPER STREET, SUITE 201, ISSAQUAH, H.A qe,021, (425) 3q2-0250 Ci w l/) f--I CJ tY Q ~ ~z~o; ~()~IS)~~~ Qu)rn<(c()i:t: z <( _j Q_ z CJ i'= <( \)) f- L ., \)) z \)) <( l/) (i IY wr-> CJ <( 9 li ID w <( lL :::, lL _j :::, -z co f-CJ f-<( f- _j _j \)) -u_z :::, -CO f-I I (i u) u) CJ <( <( I~ .. u) --z w z C) (i <( f-:::, L z \)) C) w u:: (i (i < l!t ,..-, .· ' ' ...__.,,, E! .:.., < !£.~ u t ....J s _j ' .. ; ~ " * ~ ·u ~ 0 ' ~ ~ <l'. ~ " -> ; :.= ; ~~ i:: ~ "' E ~ ~t ~ • ~ ,,i ' ~ 0 I 0 ' " < ' ~ ~ , .. , ... µ ' I PP-I I l -rn l£'i ( --:._, -------------11-i------PLAN LEGEND ~ , . .---/ \ fl -------PROPERTY LINE I / ,1 / I \ :, / ' -···-···-···-KENNYDALE CREEK 1 \ 11 --'~ I /I --------STANDARD HETLAND/STREAM BUFFER --rJ I -2::;o-________ /{! --------PROPOSED AVERA6ED STREAM BUFFER I I / / TRANSECT I -50' I /I 4 I f I PiANTING AREA A\ ( / : I J I 1 · · F----_-_-_1 ~ ~ SPLIT-RAIL FENCE HITH N6PA SIGNS PP-# PHOTO POINT LOCATION I !TRANSECT LOCATION --PLANTING AREA A PLANTIN6 AREA B I I I , . 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SURVEY a SITE PLAN PROVIDED BY ENCOMPASS, 165 NE JUNIPER STREET, SUITE 201, ISSAQUAH, HA "180Z1, (425) 3"12-0250. z <( _J D.. ~ ;=~ zu- <( r- _J C) D.. C) I DL r;, w- LL <( LL :::, :::, _J o::i ;-·5 f-<( f- _J _J \[) 5 D..z o::i,... I I DL \I) \I) C) <( <( I :S: .. \I) N z' w ZC) DL <( f-:::, }: z \[) C) w U::: DL DL <:11! 0 11 < ]~ u ...J ...J "' ."cl "' ·c:; 0 ~ ~ <t: ti .::: 0 C: C: g I' :::: ; < ' ~ • ~ ~ I ~ 0 I 0 I '" < ' ~ • ' ... " rn INSTALLED PLANT LIST (AREA A) :,; U') o-'--" -rn 0. st TREES c,r---- llJ Lf\ SCIENTIFIC NAME COMMON NAME DENSITY QTY SIZE (MIN.) NOTES f-I C) \Y Q ACER MACROPHYLLUM BIS LEAF MAPLE Cf' o.c. Cf 2 SAL. SIN6LE TRUNK, HELL BRANCHED z ., :z ~ ()~ ; a .., Cf' o.c. 2 GAL. FULL a BUSHY .. I.I) ,-I > PSEUDOTSUGA MENZIESII DOU6LAS FIR 10 ~ <( .. -., QI.I) QC)" THUJA PLICA TA HESTERN RED CEDAR Cf' o.c. Cf 2 GAL. FULL a BUSHY SHRUBS SCIENTIFIC NAME COMMON NAME DENSITY QTY SIZE (MIN.) NOTES lf) RIBES SANGUINEUM RED CURRANT 6' o.c. 2 I GAL. MUL Tl-CANE (3 MIN.) :z C) ROSA NUTKANA NOOTKA ROSE 6' o.c. 28 I GAL. MUL Tl-CANE (3 MIN.) f- <( SYMPHORICARPOS ALBUS SNOHBERRY 6' o.c. 22 I GAL. MUL Tl-CANE (3 MIN.) \.) IL CUTTINGS \.) llJ SIZE (MIN.) SCIENTIFIC NAME COMMON NAME DENSITY QTY NOTES Q_ I.I) CORNUS SERICEA RED-OSIER D06HOOD 6' o.c. let 4' CUTTING 1/2" DIA. MIN., BARK INTACT "' SALIX SITCHENSIS SITKA HILLOH 6' O.C. let 4' CUTTING 1/2" DIA. MIN., BARK INTACT llJ .....J =, U') Du- INSTALLED PLANT LIST (AREA B) llJ r- I C) \.) () I.I) I TREES f-ID SCIENTIFIC NAME COMMON NAME DENSITY QTY SIZE (MIN.) NOTES :z <( <( =, .....J .....J THUJA PLICA TA HESTERN RED CEDAR Cf' o.c. 3 2 GAL. FULL a BUSHY Q_ -:Z f-f-() SHRUBS .....J <( f- -.....JI!) SCIENTIFIC NAME COMMON NAME DENSITY QTY SIZE (MIN.) NOTES =, Q_ :z ill - MULTI-CANE (3 MIN.) I f-I RIBES SAN6UINEUM RED CURRANT 6' O.C. 12 I GAL. I.I) O'.'. I.I) ROSA NUTKANA NOOTKA ROSE 6' O.C. 3Cf I GAL. MUL Tl-CANE (3 MIN.) <( () <( .. Ji :s: SYMPHORICARPOS ALBUS SNOHBERRY 6' O.C. 43 I GAL. MUL Tl-CANE (3 MIN.) rn - llJ :z :z CUTTINGS O'.'. <( () =,~f- SCIENTIFIC NAME COMMON NAME DENSITY QTY SIZE (MIN.) NOTES ~ C) il5 IL O'.'. O'.'. CORNUS SERICEA RED-OSIER D06HOOD 6' o.c. 33 4' CUTTING 1/2" DIA. MIN., BARK INTACT SALIX SITCHENSIS SITKA HILLOH 6' o.c. 33 4' CUTTING 1/2" DIA. MIN., BARK INTACT 'lb . SPECIFICATIONS ~ • .... I.:! I. ALL PLANTS SHALL BE HAND-HATERED OR HATERED VIA A TEMPORARY IRRIGATION SYSTEM. HATERING SHOULD OCCUR THICE-HEEKL Y JUNE 101 -~- 15-0CTOBER 31 THE FIRST YEAR AFTER PLANTIN6 AND ONCE HEEKLY JULY I-OCTOBER I THE SECOND YEAR AFTER PLANTING. FLOH SHOULD u ! OCCUR AT A RATE OF 1/2" OF HATER DURING EACH HATERIN6 EVENT, ENSURING COMPLETE SATURATION OF THE ROOT ZONE. -' E 2. MAINTENANCE SHALL BE IMPLEMENTED ON A REGULAR BASIS ACCORDIN6 TO THE SCHEDULE BELOH. _, ~ v.i' ! <1) ' ANNUAL MAINTENANCE SCHEDULE -~ I I MAINTENANCE ITEM A g ~ J F M M J J A s 0 N D RECEIVED ~ i I HEED CONTROL < " • I I I I I I I I I ~ " I J ! ,,; I 6ENERAL MAINT. I I I I I I I I I I I I I JAN 1 5 2015 I 0 • ~ 0 ! HATERING -YEAR I 814 C I I 4 8 8 CITY OF RENTON C a ; "' I IHATERING -YEAR 2 4 4 4 I E ' ~ p[ANNING DIVISl0'' .=:: J .. ' < ' ~ 1-8 = NUMBER OF TIMES TASK SHALL BE PERFORMED PER MONTH. ~ G National Title Insurance Cornpanv •.... ~.w,1ro F,n,r.;;i:dOlnq:,t,mim,o .. ' Dumitru Roman 2120 Jones Ave NE Renton, WA 98056 REFERENCE NO: /Dumitru Roman and Adriana Roman Order No.: 00604059 Liability: Charge: Tax: Total: SUBDIVISION GUARANTEE City ot Renton Planning Division JUN 1 9 2013 $1,000.00 $ 250.00 $ 23.75 $ 273.75 Subject to the Exclusions from Coverage, the limits of liability and other provisions of the Conditions and Stipulations hereto annexed and made a part of this Guarantee, and subject to the further exclusion and limitation that no guarantee is given nor liability assumed with respect to the identity of any party named or referred to in Schedule A or with respect to the validity, legal effect or priority of any matter shown therein. WFG National Title Insurance Company a corporation herein called the Company, GUARANTEES the Assured named in Schedule A against actual monetary loss or damage not exceeding the liability amount stated herein which the Assured shall sustain by reason of any incorrectness in the assurances set forth in Schedule A. Dated: February 6, 2013 WFG National Title Company of Washington, LLC, as agent for WFG National Title Insurance Company ey_ ~ ~ . -1c--· .a--o::::.) __ ftJr-AtAlonletJ ~~ Lynn M. Riedel Subdivision Guarantee WFGGNTSD Wl'G IU.TIONAl. Trn.e .. ,,L,l~ANCE COli!PAA't """"' Authorized Signature Page 1 of 7 r . Order No.: 00604059 1, Name of Assured: Dumitru Roman 2. Date of Guarantee: February 6, 2013 3. The assurances referred to on the face page hereof are: a. That according to those public records which, under the recording laws, impart constructive notice of matters affecting title to the following described land: See Exhibit A attached hereto. b. Title to the estate or interest in the land is vested in: Dumitru Roman and Adriana Roman, husband and wife c. The estate or interest in the land which is covered by this Guarantee is: A fee simple estate Subject to the Exceptions shown below, which are not necessarily shown in order of their priority. EXCEPTIONS: 1. GENERAL PROPERTY TAXES AND SERVICE CHARGES, AS FOLLOWS, TOGETHER WITH INTEREST, PENALTY AND STATUTORY FORECLOSURE COSTS, IF ANY, AFTER DELINQUENCY: (1ST HALF DELINQUENT ON MAY 1; 2ND HALF DELINQUENT ON NOVEMBER 1) TAX ACCOUNT NO.: YEAR 2013 3343903203 BILLED PAID $5,046.58 $0.00 TOTAL AMOUNT DUE, NOT INCLUDING INTEREST AND PENALTY: $5,046.58. LEVY CODE: ASSESSED VALUE LAND: ASSESSED VALUE IMPROVEMENTS: 2100 $190,000.00 $164,000.00 BALANCE $5,046.58 2. NOTICE OF TAP OR CONNECTION CHARGES WHICH HAVE BEEN OR WILL BE DUE IN CONNECTION WITH DEVELOPMENT OR RE-DEVELOPMENT OF THE LAND AS DISCLOSED BY RECORDED INSTRUMENT. INQUIRIES REGARDING THE SPECIFIC AMOUNT OF THE CHARGES SHOULD BE MADE TO THE CITY/COUNTY/AGENCY. CITY/COUNTY/AGENCY: RECORDED: RECORDING NO.: CITY OF RENTON SEPTEMBER 2, 1992 9209021077 3. EASEMENT AND THE TERMS AND CONDITIONS THEREOF: PURPOSE: AREA AFFECTED: RECORDING NO.: Subdivision Guarantee WFGGNTSD DRAINAGE DITCH A PORTION OF SAID PREMISES 4884438 Page 2 of 7 4. EASEMENT AND THE TERMS AND CONDITIONS THEREOF: PURPOSE: AREA AFFECTED: RECORDING NO.: DRAINAGE DITCH A PORTION OF SAID PREMISES ,/1884439=> 5. EASEMENT AND THE TERMS AND CONDITIONS THEREOF: GRANTEE: PURPOSE: AREA AFFECTED: RECORDED: RECORDING NO.: CITY OF RENTON PUBLIC UTILITIES A PORTION OF SAID PREMISES JUNE 29, 1981 8106290604 Order No.: «Ord_ld> 6. DECLARATION OF CONDITIONS, COVENANTS AND RESTRICTIONS REGARDING FORMATION OF A UTILITY LOCAL IMPROVEMENT DISTRICT IMPOSED BY INSTRUMENT RECORDED ON MAY 9, 1988, UNDER RECORDING NO. 8805090391. 7. ALL COVENANTS, CONDITIONS, RESTRICTIONS, BUT OMITTING ANY COVENANTS OR RESTRICTIONS, IF ANY, BASED UPON RACE, COLOR, RELIGION, SEX, SEXUAL ORIENTATION, FAMILIAL STATUS, MARITAL STATUS, DISABILITY, HANDICAP, NATIONAL ORIGIN, ANCESTRY, OR SOURCE OF INCOME, AS SET FORTH IN APPLICABLE STATE OR FEDERAL LAWS, EXCEPT TO THE EXTENT THAT SAID COVENANT OR RESTRICTION IS PERMITIED BY APPLICABLE LAW, RESERVATIONS, EASEMENTS OR OTHER SERVITUDES, IF ANY, DISCLOSED BY THE SHORT PLAT RECORDED UNDER RECORDING NO. 8805099006. THIS POLICY DOES NOT INSURE THAT THE LAND DESCRIBED IN SCHEDULE A IS BENEFITED BY EASEMENTS, COVENANTS OR OTHER APPURTENANCES SHOWN ON THE PLAT OR SURVEY TO BENEFIT OR BURDEN REAL PROPERTY OUTSIDE THE BOUNDARIES OF SAID LAND. AND AMENDMENTS THERETO: RECORDED: RECORDING NO.: APRIL 17, 1996 9604170909 8. ALL COVENANTS, CONDITIONS, RESTRICTIONS, BUT OMITTING ANY COVENANTS OR RESTRICTIONS, IF ANY, BASED UPON RACE, COLOR, RELIGION, SEX, SEXUAL ORIENTATION, FAMILIAL STATUS, MARITAL STATUS, DISABILITY, HANDICAP, NATIONAL ORIGIN, ANCESTRY, OR SOURCE OF INCOME, AS SET FORTH IN APPLICABLE STATE OR FEDERAL LAWS, EXCEPT TO THE EXTENT THAT SAID COVENANT OR RESTRICTION IS PERMITIED BY APPLICABLE LAW, RESERVATIONS, EASEMENTS OR OTHER SERVITUDES, IF ANY, DISCLOSED BY THE BOUNDARY LINE ADJUSTMENT RECORDED UNDER RECORDING NO. 9511299005. THIS POLICY DOES NOT INSURE THAT THE LAND DESCRIBED IN SCHEDULE A IS BENEFITED BY EASEMENTS, COVENANTS OR OTHER APPURTENANCES SHOWN ON THE PLAT OR SURVEY TO BENEFIT OR BURDEN REAL PROPERTY OUTSIDE THE BOUNDARIES OF SAID LAND. 9. EASEMENT AND THE TERMS AND CONDITIONS THEREOF: GRANTEE: PURPOSE: AREA AFFECTED: RECORDED: RECORDING NO.: Subdivision Guarantee GNT004 CITY OF RENTON PU BL! C UT! LIT! ES A PORTION OF SAID PREMISES NOVEMBER 6, 1995 9511060098 Page 3 of 7 r. Order No.: «Ord_Id» 10. DEED OF TRUST AND THE TERMS AND CONDITIONS THEREOF: GRANTOR: TRUSTEE: DUMITRU ROMAN AND ADRIANA ROMAN, HUSBAND AND WIFE NORTHPOINT ESCROW & TITLE, LLC BENEFICIARY: MORTGAGE ELECTRONIC REGISTRATIONS SYSTEMS, INC., ("MERS"), SOLELY AS NOMifllEE FOR LENDER AND LENDER'S SUCCESSORS AND ASSIGNS. LENDER IS REPUBLIC MORTGAGE HOME LOANS, LLC $382,840.00 ORIGINAL AMOUNT: DATED: FEBRUARY 9, 2011 RECORDED: FEBRUARY 11, 2011 RECORDING NO.: 20110211001149 RECONTRUST COMPANY, N.A. WAS APPOINTED SUCCESSOR TRUSTEE UNDER THE DEED OF TRUST. RECORDED: RECORDING NO.: AUGUST 13, 2012 20120813000858 DEED OF TRUST MODIFICATION: RECORDED: AUGUST 13, 2012 20120813000859 RECORDING NO.: · PROVIDING FOR: THE PURPOSE OF THIS MODIFICATION IS FOR LOT LINE ADJUSTMENT NOTE 1: BASED ON INFORMATION PROVIDED TO THE COMPANY, ON THE DATE OF THIS COMMITMENT IT APPEARS THAT THERE IS LOCATED ON THE LAND: SINGLE FAMILY RESIDENCE KNOWN AS: 2120 JONES AVE NE RENTON, WA 98056 NOTE 2: THE FOLLOWING MAY BE USED AS AN ABBREVIATED LEGAL DESCRIPTION ON THE DOCUMENTS TO BE RECORDED, PER AMENDED RCW 65.04. SAID ABBREVIATED LEGAL DESCRIPTION IS NOT A SUBSTITUTE FOR A COMPLETE LEGAL DESCRIPTION WITHIN THE BODY OF THE DOCUMENT. PORTION OF LOT 2 OF SHORT PLAT NO. SHPL-060-87 AS RECORDED UNDER RECORDING NO. 8805099006 NOTE 3: WHEN SENDING DOCUMENTS FOR RECORDING, VIA U.S. MAIL OR SPECIAL COURIER SERVICE, PLEASE SEND TO THE FOLLOWING ADDRESS, UNLESS SPECIFIC ARRANGEMENTS HAVE BEEN MADE WITH YOUR TITLE UNIT: WFG NATIONAL TITLE COMPANY 155 NE 100TH STREET SUITE 200 SEATTLE, WA 98125 ATTN: RECORDING DEPT. Subdivision Guarantee GNT004 Page 4 of 7 Order No.: 00604059 E)(HIBIT "A" THAT PORTION OF LOT 2 OF SHORT PLAT NO. SHPL-060-87 AS RECORDED UNDER RECORDING NO. 8805099006, RECORDS OF KING COUNTY AUDITOR, LYING NORTHERLY OF THE FOLLOWING DESCRIBED LINE: BEGINNING AT THE NORTHEAST CORNER OF LOT 4 OF SAID SHORT PLAT; THENCE NORTH 89°29'00" EAST ON THE EASTERLY PROJECTION OF THE NORTH LINE OF SAID LOT 4, A DISTANCE OF 226.50 FEET TO A POINT ON THE EASTERLY BOUNDARY OF SAID LOT 2, SAID POINT BEING SOUTH 00035'32" EAST A DISTANCE OF 326.88 FEET FROM THE MOST NORTHEASTERLY CORNER OF SAID LOT 2, AND THE TERMINUS OF THE HEREIN DESCRIBED LINE; (ALSO KNOWN AS LOT A, KING COUNTY BOUNDARY LINE ADJUSTMENT 95-093, KING COUNTY RECORDING NUMBER 9511299005); SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON. SCHEDULE OF EXCLUSIONS FROM COVERAGE OF THIS GUARANTEE 1. Except to the extent that apeclflc assurances are provided In Schedule A of this Guarantee, the Company anumes no liablllty for loss or damage by reason of the following: (a) Defects, liens, encumbrances, adverse daims or other matters against the blle, whether or not shown by the public records. (b) (1) Taxes or assessments of any taxing authority that leVies taxes or assessments on real property; or, (2) Proc.eedngs by a public agency which may resuU in talo'.es or assessments, or noUces of such proceedings, whether or not the matters excluded under (1) or (2) are shown by the records of the taxing authority or by the public records. (c) (1) Unpatented l"Tlning daims; (2) reservations or exceptions in patents or in Ads authorizing the issuance thereof: (3) water rights, deims or title to water, whether or not the matters excluded under (1), (2) or (3) are shown by the public records. 2. Notwithstanding any specific assurances IM"tlch are provided in Schedule A of this Guarantee, the Company assumes no liablllty for loss or damage by reason of the following: (a) Defects, liens, encumbrances, adverse daims or other matters effecting the title to any prope,ty bey011d the lines of lhe land e)(J)l"essly described in the desaipbon set forth in Schedule (A), (C) or in Pert 2 ol this Guarantee, or nue to streets, roads, avenues, lanes, ways or waterways to which such land abuts, or the right to maintain therein val.Ats, tunnels. ramps or any structure or improvements, or eny rights or easements therein, unless such property, rights or easements are expressly and specifically set forth in said description. {b) Defects, liens, encumbrances, adverse daims or other matters, whether or not shown by the public records: (1) which are created. suffered, assumed or agreed to by one or more of the Assureds; (2) 'Mlich result in no loss to lhe Assured; or (3) which do not result in the invalidity or potential invalidity of any Judicial or non- judicial proceeding which is within the scope and purpose of the assurances provided. (c) The identity of any party shown or referred to In Schedl.Ae A (d) The validity, legal effect or priority of any matter shO'Ml or referred to in this Guarantee. GUARANTEE CONDITIONS AND STIPULATIONS 1. Definition ofTenns. The followmg terms when used in the Guarantee mean: (a) the "Assured": the party or parties named as the Assured in this Guarantee, or on a supplemental writing executed by the Company. (b) "land'': the land described or referred to in Schedule (A), (C) or in Part 2, end improvements affixed thereto which by law constitute real property. The term "land" doss not in dude any property beyond the lines of the area described or referred lo m Schedule (A), (C) or in Part 2. nor any right, bUe, interest, estate or easement in abutting streets, roads, avenues, alleys, lanes, ways or waterways. (c) "mortgage": mortgage, deed of trust, trust deed. or other security instrument. (d) "public records": records established under state statutes at Date of Guarantee for the purpose of imparting constructive notice of matters relating to real property to purchasers for value and without knowledge. {e) "date": the effective date. 2. Notice of Clalm to be Given by Assured Clalmanl An Assured shall notify the Company promptly in writing in case knowledge shall come to an Assured hereunder of any daim of liUe or interest wtJich is adverse to the ntle to the estate or interest, as stated herein. and which might cause loss or damage for which Iha Company may be liable by virtue of this Guarantee. If prompt notice shall not be given to the Company, then alt liability of the Corrpany shall termnate \Mth regard to Iha matter or matters for which prompt notice 1s required; proVided, however, that failure to notify Iha Company shall in no case prejudice the rights of any Assured under this Guarantee unless the Company shall be prejudiced by the failure and then oriy to the extent of the prejudice. 3. No Duty to Defend or Prosecute. The Company shall have no duty to defend or prosecute any action or proceeding to which the Assured is a party, notwithstanding the nature of any allegation in such action or proceeding. 4. Company's Option to Defend or Prosecute Actions; Duty of Assured Claimant to Cooperate. Even though the Company has no duty to defend or prosecute as set forth in Paragraph 3 above: (a) The Company shell have the right, at its sole opbon and cost, to institute and prosecute any act.ion or proceeding, interpose a defense. as limited in (b), or to do any other act which in its opinion may be necessary or desirable to establish the tiUe to the estate or interest as stated herein, or to establish the lien rights of the Assured, or to prevent or reduce loss or damage to the Assured. The Company may take any appropriate action under the terms of this Guarantee, whether or not it shall be liable hereunder. and shall not thereby concede liability or waive any provision of tis GuaJlll'ltee. If the Company shall exercise its rights under this paragraph, it shalt do so diligently. (b) lf the Company elects to exercise its options as stated in Paragraph 4(a) Iha Company shall have the fight to select counsel of its choice (subject to the right of such Assured to object for reasonable cause) to represent the Assixed and shall not be liable for and will not pay the lees of any other counsel. nor will the Company pay any fees, costs or expenses incurred by an Assured in the delensa of those causes of action which allege matters not covered by this Guarentee. (c) 'Mlenever the Company shall have brought an adion or interposed a defense as permitted by the provisions of this Guarantee, the Company may pursue any litigation to final determination by a court of competent jurisdiction and expressly reserves the fight, in its sole discretion, to appeal from an adverse judgment or order. (d) in all cases where this Guarantee permits the Company to prosecute or proVide for the defense of any action or proceeding, an Assured shall secure to the Company the right to so prosecute or provide for the defense of any actJon or proceeding, and en appeals therein, and permit the Company to use, at its option, the name of such Assured for this purpose. ""11enever requested by the Company, an Assured, at the Company's expense, shall give the Company all reasonable aid in any action or proceeding, secuing eVidence, obtaining witnesses. prosecuting or defending the Subdivision Guarantee WFGGNTSD r Order No.: 00604059 acti011 or lawful act which in the opinion of the Company may be necessary or desirable to establish the ~lie to the estate or interest as stated herein. or to establish the lien fights of the Assured. If the Company is prejlJdiced by the failure of the Assured to lumish the required cooperation, the Company's obligations to the Assured under the Guarantee shall terminate. 5. Proof of Losa or Damage. In addition to and after the notices required under Section 2 of these Conditions and Stipulations have been provided to the Company, a prool of loss or damage signed and sworn to by the Assured shall be furnished to the Campany within ninety (90) days attar the Assured shell ascertain the facts giving rise to the Joss or damage. The prool of IOS! or damage shall describe the matters covered by this Guarantee which constitute the basis ol loss or damage and shall state, to the extant possible, the basis of calculating the amount of the loss or damage. If the Company is p,ejudiced by the failure of the Assured to provide the required proof of loss or damage, the Company's obligation to such assured under the Guarantee shall terminate. In addition, the Assured may reasonably be required ta submit to examination under oath by any authorized representative of the Company and shalt produce !or examination, inspection end copying, at such reasonable limes end places as may be designated by any authorized representative of the Company, an records, books, ledgers. checks, correspondence and memoranda, whether bearing e date before or afler Date of Guarantee, Which reasonably pertain to the loss or damage. Further, if requested by any authorized representative of the Cofr;lany, the Assured shall granl its permission, in Willing, for any authorized representative of the Con-pany to examine, inspect and copy all records, books, ledgers, checks, correspondence and memoranda in the custody or control of a third party, which reasonably pertain to the loss or damage. All information designated as confidential by the Assured provided to the Company pursuant lo lhis Section shalt not be disdosed to others unless, in the reasonable judgment of the Company, it is necessary in the administration of the daim. Failure ol the Assured to submit for examination under oath, produce other reasonably requested information or grant permission to secure reasonably necessary information from third parties as required in the above paragraph, unless prohibited by law or governmental regulation, shall terminate any liability of the Company under this Guarantee to the Assured lor that daim. 6. Options to Pay or Otherwise Settle Claims: Termination of Uabillty. In case of a daim under this Guarantee, the Company shall have the following addibonal options· (a) To Pay or Tender Payment of the Amount ol liabtlity or to Purchase the Indebtedness. The Company shall have the option to pay or settle or compromise for or in the name of the Assured any daim which could result in loss to the Assured within the coverage of this Guarantee, or to pay tha full amount of this Guarantee or, if this Guarantee is issued for the benefit of a holder of a fflOllgage or a lienholder, the Campany shan have the option to purchase the indebtedness secured by said mortgage or said lien for the amount owing thereon, together with any costs, reasonable attorneys' fees and expenses incurred by the Assured daimant which were authorized by the Company up to the time of purchase. Such purchase, payment or tender of payment ol the full amount of the Guarantee shall terminate all liability of the Company hereunder. In the event aner notice of daim has been given to the Company by the Assured the Company offers to purchase said indebtedness, the DYmer of such indebtedness shall trensfer and assign said indebtedness, together with any collateral sea.irity, to the Company upon payment of the purchase price. Upon the exercise by lhe Company of the option provided !or in Paragraph (a) the Company's obligation to the Assured under this Guarantee for the daimed loss or damage. other than to make the payment required in that paragraph, shall terminate, induding any obl1ganon to continue the defense or prosecution of any litigation for which the Company has exercised its options under Paragraph 4, and the Guarantee shall be surrendered to the Company for cancellation. (b) To Pay or Otherwise Settle 'Mth Parties Other Than the Assured or Vllith the Assured Claimant. To pay or otherwise settle with other parties for or in the name of an Assured daimant any daim assured against under this Guarantee, together with any costs. attorneys' fees and expenses incurred by the Assured claimant which were authorized by the Company up to the time of payment and which the Company is obligated to pay. Upon the exercise by Iha Company of the option proVided for in Paragraph (b) the Company's obligabon to the Assured 1X1der this Guarantee for the claimed loss or damage, other than to make the payment required in that paragraph shall terminate, induding any obligation to continue the defense or prosecution of any litigation for Which the Company hes exercised its options under Paragraph 4. 7. OetenninaUon and Extent of Liability. This Guarantee is a contract of Indemnity against actual monetary toss or damage sustained or incurred by the Assured claimant who has suffered loss or damage by reason of reliance upon the ass11ances sat forth in this GucVBntee and only to the extent herein desaibed, end subject to the Exdusions Fran Coverage of This Guarantee. The liability of the Company under this Guarantee to the Assured shall not e)(C8ed the least of: (a) the amount of liability stated in Schedule A or in Part 2; (b) the amount of the unpaid principal indebtedness secured by the mortgage of an Assured mortgagee, as limited or proVided under Section 6 of these Conditions and Stipulations or as reduced under Section g of these Conditions and Sbpulations, at the time the loss or damage assured against by this Guamntee occurs, together with interest thereon; or (c) the cilference between the value of the estate or interest covered hereby as staled herein end the value of the estate or interest subject to any defect, lien or encumbrance assured against by this Guarantee. 8. limitation of llablllty. (a) If the Company establishes the ~Ue, or removes the alleged defect. lien Of encumbrance, or cures any other matter assured against by this Guarantee in a reasonably diligent manner by any method, induding litlgabon end the completion of any appeals therefrom, it shall have fuDy performed its obligabons with respect to that matter and shell not be liable for any loss or damage caused thereby. Page 7 of 7 CONDITIONS AND STIPULATIONS CONTINUED (b) In the event of any litigation by the Company or with the Company's consent, the Company shall have no liability for Joss or damage until there has been a Final determination by a court of competent jurisdiction, end disposition of all appeals therefrom, adverse to the title, as stated herein. (c) The Company shall not be liable for loss or damage to any Assured for liabjlity voluntarily assumed by the Assured in settling any daim or suit without the prior written consent of the Company. 9. Reduction of Llablllty or Tennlnation of Llablllty. All payments under this Guarantee, except payments made for costs, attorneys' fees end expenses pursuant to Paragraph 4 shall reduce the amount of liability pro lento. 1 o. Payment of Loss. (a) No payment shall be made without producing this Guarantee tor endorsement of the payment unless the Guarantee has been lost or destroyed, in which case proof of loss or destruction shall be furnished to the satisfaction of the Company. (b) 'Alhen liability end the extent of loss or damage has been definitely fixed in accordance with these Conditions and Stipulations, the loss or damage shall be payable within thirty (30) days thereafter. 11. Subrogation Upon Payment or Settlement. Whenever the Company shall have settled and paid a daim under this Guarantee, all right of subrogation shall vest in the Company unaffected by any act of the Assured daimant The Company shall be subrogated to and be entitled to all rights and remedies whicll the Assured would have had against any person or property in respect to the daim had this Guarantee not been issued. If requested by the Company, the Assured shall transfer to the Company all rights and remedies against any person or property necessary in order to perfect this right of subrogation. The Assured shall pemil the Coll'flany lo sue, compromise or settle in the name of the Assured and to use the name of the Assured in any transaction or litigation involving these rights or remedies. If a payment on account of a daim does not fully cover the 1oss of the Assured the Company shall be subrogated to ell rights and remedies of the Assured after the Assured shall have recovered its principal, interest, and costs of collection. CLTA Guarantee Conditions and Stipulations (Revised 12/15/95) Order No.: Errorl Reference source not found. 12. Arbitration. Unless prohibited by applicable law, either the Company or the Assured may demand arbitration pursuant to the Tille Insurance Arbitration Rules of the American Arbitration Association. Arbitrable matters may indude, but ara not limited to, any controversy or daim between the Company and the Assured arising out of or relating to tlis Guarantee, any ser.,ce of the Company in connection with its issuance or the breach of e Guarantee provision or other obligation. All arbitrable matters when the Amount of liability is $1.000,000 or less shall be arbitrated at the option of either the Company or the Assured. All arbtrable matters when the amount of liability is in excess of $1,000.000 shell be arbitrated only when agreed to by both the Company end the Assured. The Rules in effect at Date of Guarantee shall be binding upon the parties. The award may indude attorneys' fees only if the laws of the state in which the land is located permits a court to award attorneys' fees to a prevailing party. Judgment upon the award rendered by the Arbitretor(s) may be entered in any court having jurisdiction thereof. The law of the situs of the land shall apply to an arbitration under the Title Insurance Arbitration Rules. A copy of the Rules may be obtained from the Company upon request. 13. Llabll[ty Limited to This Guarantee; Guarantee Entire Contract. {a) This Guarantee together with all endorsements, if any, attached hereto by the Company is the entire Guarantee and contract between the Assured and the Company. In interpreting any prov,s1on of this Guarantee, this Guarantee shall be construed as a whole.' (b) Any claim of loss or damage, whether or not based on negligence, or any action asserting such daim, shall be restricted to this Guarantee. (c) No amendment ol or endorsement to thJs Guarantee can be made except by a writing endorsed hereon or attached hereto signed by either the President, a Vice President, the Secretary, an Assistant Secn,tary, or validating officer or authorized signatory of the Company. 14. Notices, Where SenL All notices required to be given the Company and any statement in wnting required to be furnished the Company shall indude the number of this Guarantee and shall be addressed to: IAIFG National Title Insurance Company, 340 Oswego Pointe Drive, Suite 100, Lake Oswego, OR 97034, Attention: Claims Department. ( r 11/!;::;G National Title Ir,surance Company ~ ..... ,;,.., '"'"'"' °"'"' '="'"" .. WFG National Title Insurance Company Privacy Policy Notice PURPOSE OF THIS NOTICE Title V of the Gramm-Leach-Bliley Act (GLBA) generally prohibits any financial institution, directly or through its affiliates, from sharing nonpublic personal information about you with a nonaffiliated third party unless the institution provides you with a notice of its privacy policies and practices, such as the type of information that it collects about you and the categories of persons or entities to whom it may be disclosed. In compliance with the GLBA, we are providing you with this document, which notifies you of the privacy policies and practices of WFG. We may collect nonpublic personal information about you from the following sources: Information we receive from you such as on applications or other forms. Information about your transactions we secure from our files, or from our affiliates or others. Information we receive from a consumer reporting agency. Information that we receive from others involved in your transaction, such as the real estate agent or lender. Unless it is specifically stated otherwise in an amended Privacy Policy Notice, no additional nonpublic personal information will be collected about you. We may disclose any of the above information that we collect about our customers or former customers to our affiliates or to nonaffiliated third parties as permitted by law. We also may disclose this information about our customers or former customers to the following types of nonaffiliated companies that perform marketing services on our behalf or with whom we have joint marketing agreements: Financial service providers such as companies engaged in banking, consumer finance, securities and insurance. Non-financial companies such as envelope stuffers and other fulfillment service providers. WE DO NOT DISCLOSE ANY NONPUBLIC PERSONAL INFORMATION ABOUT YOU WITH ANYONE FOR ANY PURPOSE THAT IS NOT SPECIFICALLY PERMITTED BYLAW. We restrict access to nonpublic personal information about you to those employees who need to know that information in order to provide products or services to you. We maintain physical, electronic, and procedural safeguards that comply with federal regulations to guard your nonpublic personal information. If you have any questions about this Privacy Policy Notice, please contact us by writing to: WFG National Title Insurance Company 340 Oswego Pointe Drive, Suite 100 Lake Oswego, OR 97034 Bill To: Dumitru Roman 2120 Jones Ave NE Renton, WA 98056 Phone: (206) 816-2124 Fax: I Code n (' ~'?.!:!!~::'.!.~ Compan, WFG National Title Company 10800 NE 8th Street, Suite 200, Bellevue, WA 98004 Phone: (425) 453-8880 Fax: (425) 453-8881 Order No.: Date: Customer No.: Your Ref. No.: Seller: Buyer: Transaction Type: Rep: Title Officer: Property Address: Description 00604059 02/12/2013 Guarantee -Other (42) NONE Title Officer Renton, WA 98056 2120 Jones Ave NE l 475 Subdivision Guarantee $1,000.00 825 Sales Tax $0.00 TIN: 260522240 Total Invoice Amount Payment of this invoice is due upon receipt. Please reference our title order number when paying or corresponding. lnvo1cee.rpt Amount I $250.00 $23.75 $273.75 THIS MAP IS PROVIDED, WITHOUT CHARGE, FOR YOUR INFORMATION. IT IS NOT INTENDED TO SHOW ALL MATTERS RELATED TO THE PROPERTY INCLUDING, BUT NOT LIMITED TO, AREA, DIMENSIONS, EASEMENTS, ENCROACHMENTS OR LOCATIONS OF BOUNDARIES. IT IS 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 MAP.UNLESS SUCH COVERAGE IS SPECIFICALLY PROVIDED BY THE COVERED RISKS OF THE POLICY. REFERENCE SHOULD BE MADE TO AN ACCURATE SURVEY FOR FURTHER INFORMATION. SECTION: 05 TOWNSHIP: 23N RANGE: OSE w ,_ " ,i N z ~ w :l' 35305 SF 3602 1.67 AC 3162 ..;f, .. :;; ... ""'i."' . '\·~ ~-,,.,. ·•,.;;:,.. ' •"\()' 16 " 15 \,. ~ 14 ., .. ., 756_.Q._# : 5277# ! 1'.' 7105# · I! 0160 .. 0150 ., i 01'" : . \U ":?!'JI' D<IO 92,SS °:'. ,l, .?°' ' " .,. IO 0 0 0 0 N (/) w z 0 ~ . ' ' '· : ' o .. ~7 lo ___ .:-:,: t-.-6' """\"'" . cJ:;; ] . 33:; " . ' 0 __,.:: OF w • - ,, JO (/) w z 0 :2. ~ < . " ;, " r.: JO -~ •. • ,i ~ • ~ § 0 ' ; 0 . 255 .14 126.03 N 89-09•49 lil 381.17 LOT3 REN SP60-a7 24025 SF 3561 N 8!1-29 E m LOT4 -- 0 ' POR. " LOT 1 12260 SF; 3562 N "8·16-14 11:1.55.03 "' '55 255. 4 I I I I I I I 8805089006 I LOT2 I I I -~ '1 I :5 g, ., o, ! ~ ~'i 2 . .17 AC 911,93& BF 3203 .. RO.'><> "' --.,o OF S 234 ---,--- '=,., i 1.47 AC 6",095 SF 3563 100 .JIB por. lot2 16B84 SF 3200 "' ' . . . N " • -- 1344.0 SF 320 3202 100. :t " 0 . -~, ...... -: 8 i 6542# 0080 -. .. , 5791# 0010 .... "' -•m "' ··-·· . .... ..... :~9 : :,o : =• ... 11 . 4517# ;:; 4.556#): 6626# . 0090 0100 0110 ,• ,, N • ; 0380 "' .. N '= 5732# 0 0 36 0360 " 4[i 114 -63 37 2722 ~ ,:,:0 -- 6881# 0370 R .. 25 38, 76 - ' : o N.E. 20TH ST / r-59.,.,....----------------------------------------------------------------------------------------~---~ 1-• . 0 ~ 0 ! f S, N • " . " " 0 N B!l-20•12 E (SP) 125.95 65 1111 .-t 65 •" 0.; '• : ~ ~ .. ";'.,, 0 LOT4 ~ ': II: LOT2 ~ .. ~ ::l REN SP 130-78 • 17388 8 LOT3 3521 8965 S 3529 '=' ~~ ~- 8988 ; ~ 3530 ~ 0 m ·" " 0 " .... -_. ...... __ ..,.,....,.,.,.....,,~.~.-,,~.--f". . C,-Ju-~1 B --7607210769 tfl.R 104T<1 -"T.l 25:il. 3 -- il:il.48 ( ) 16 • N 1 "" 9384 SF; ~ 0160 " • '' " 9800 S 2682 (Ill ,v .... ~- "' ?,~· 140.0 ~ . ,, "~ :.' :, -II. : 9800 SF ~ 2681 .,_ ---J: ' :rll'11 •• AFTER RECORDING MAIL TO, Dumitru and Adriana Roman 19925 133rd Avenue SE Renton, WA 98058 I\\\\\\\\\\\\\\\\\ \\i \\i\ \\\\\ \\\\ i\\\ \I\\\\\\\\\\\\\\\\\ I\\\\\\ 201i02i100ii48 NORTMPOlNT ESC WO 62 ·89 PAGE-001 OF 001 02/\1/2011 15:32 KING COUNTY, lJA E2478376 02/11/20\1 14:38 KING COUNTY, WA 20110211001148.001 TAX $7,107.20 SALE $399,000.00 PAGE-001 OF 001 Filed for Record at Request of: Northpoint Escrow and TWe? LLC Escrow Number: 30048297 northpOinl escrow + title order~ Statutory Warranty Deed Grantor(s): Jessica Ko, a single person, since the date of acquiring title on November 10, 2010 Grantee(s): Dumitru Roman and Adriana Roman, husband and wife Abbreviated Legal, PTN LOT 2 OF SP 8805099006 (LOT A OF BLA 9511299005) Additional legal(s) on page: Assessor's Tax Parcel Number(s): 3343903203 THE GRANTOR Jessica Ko, a single peTSon, since the date of acquiring title on November JO, 2010 for and in consideration of TEN DOLLARS AND OTHER GOOD AND VALUABLE CONSIDERA TlON in hand paid, conveys and warrants to Dumitru Roman and Adriatla Roman, husband and wife lhe following described real estate, situated in the County of King , State of Washington: THAT PORTION OF LOT 2 OF SHORT PLAT NO. SHPL-060-87 AS RECORDED UNDER RECORDING NO. 8805099006, RECORDS OF KING COUNTY AUDITOR. LYING NORTHERLY OF THE FOLLOWING DESCRIBED LINE, BEGINNING AT THE NORTHEAST CORNER OF LOT 4 OF SAID SHORT PLAT; THENCE NORTH 89)29iEOOO EAST ON THE EASTERLY PROJECTION OF THE NORTH LINE OF SAID LOT4, A DISTANCE OF 226.50 FEET TO A POINT ON THE EASTERLY BOUNDARY OF SAID LOT 2, SAID POINT BEING SOUTH 00{~5A:32t) EAST A DISTANCE OF 326.88 FEET FROM THE MOST NORTHEASTERLY CORNER OF SAID LOT 2, AND THE TERMINUS OF THE HEREIN DESCRIBED LINE; (ALSO KNOWN AS LOT A, KING COUNTY BOUNDARY LINE ADnJSTMENT 95-093, KING COUNTY RECORDING NUMBER 95 I 1299005) SITUATE IN THE CITY OF RENTON, COUNTY OF KING, STATE OF WASHINGTON. ORANTOR ACKNOWLEDGES THAT TITLE TO THE PROPERTY IS MARKETABLE AT THE TIME OF THIS CONVEYANCE. THE FOLLOWING SHALL NOT CAUSE THE TITLE TO BE UNMARKETABLE: RIGHTS, RESERVATIONS, COVENANTS. CONDITIONS, AND RESTRICTIONS. PRESENTLY OF RECORD AND GENERAL TO THE AREA; EASEMENTS AND ENCROACHMENTS, NOT MATERIALLY AFFECTING THE VALUE OF OR UNDULY INTERFERING WITH GRANTEE'S REASONABLE USE OF Tl:IE PROPERTY; AND RESERVED 011. AND/OR MINING RIGHTS. Document Date: 2/3/201 1 ByJ~\_~ ST ATE OF WASHINGTON County of King ss, l certify that I know or have satisfactory evidence that Jessica Ko is/are the person(s) who appeared before me, and said person(s) acknowledged that he~hcy signed this instrument and acknowledged it to be hi~heir free and voluntary act for the uses and pwposcs mentioned in the instrument. Dated this ·7 Notary Pu lie . and for the State of WASHINGTON Residing at ~""-\ wA My appointment expires, ls' fl~\\ l l. ·; ' :; 'z ,~ ' -' % ' ,: :J ~ ·~ w ~ '-'t ~, ~ ~a _ . .,_ .., ' 0 0 iii] CITY OF RENTON, WASHINGTON ORDINANCE NO. 4362 All O.RDiaAZIC!I: OP 'fBI CI'1'1 OP RBDTOD, 1'ASBIEJG!l"OD, B8TA8LI8BIW AR ASSIS8J11B1r.l' DISTRICT P'OR SAJII1'ARI BlmBR SBRVICB IQ A POR!JOD OF TRI a&mf1'DALI SU8-IASIII ADD IS'1'AS1.lB8IJJO TD AICOW"r OF rBB CBAJtOI UPON COmrBCTIOtl TO !JIB PACILI!l'IBS. THE CITY COUNCIL OF THE CITY OF RENTON, WASHINGTON, DO ORDAIN AS FOLLOWS: HCTIOA I. There is hereby created a Sanitary Sewer Service Special AEsessment District for the area served by the West Kennydale Interceptor in the northeast quadrant of the City of Renton, which area is more particularly described in Exhibit "A~ attached herein. A map of the service area is attached as Exhibit ~a". The recording of this document against parcels of land within the boundary of the West Kennydale Interceptor area is to provide Notification of Potential Assessment and interest charges, While the assessments 1114Y be paid at any time, the City does not require payment until such time as the parcel is conner:ted to and thus benefiting from the sewer facilities. S§CfIOD U. Persons connecting to the sanitary sewer facilities in this Special Assessment District and which properties have not been charged or aeeessed. with o.11 costs of the West Kennydale Interceptor, as detailed in this ordinance, shall JMIY in addition to the p.,.yment of the connection permit fee and in addition to the special utility connoct.ion criarge, the following additional fees: A. Por Opl,t Ch9rsma (See Exhibits ••• and ·a·>. connections of reeidential dwelling units or equivalents abell pey a fee of $525.00 per dwelling unit. • ~ 0 i • ~ l I ~ ~ ~ I • & i3 ' Description: King,WA Document -Year.Month.Day.DocID 1992.902.1077 Page: 1 of 42 Order: 2Q4656 Comment: • 0 • .. a • I 0 0 == - i ·, ,-,- 0 N 0 s N (J°' 0 0 ORDIJ:WICZ ao. 4362 • D"). s. loped front rootage (IPP) Cb1rgoa (Sue Exhibits ·c· and There is hereby created a sub-district within the West Kennydale Interceptor Special Assessment District consisting of properties fronting on the interceptor sewer. The properties to be assessed for zoned front footage and the amoullt each property is to be assessed is described in Exhibit •c• attacheei herein. A map identifying the properties within the sub-district is attached as Exhibit "D. ~ The properties located within this sub-distZ"ict are subject to both charges (Unit and ZFF). S8C1'J:0D II I • In addition to the aforestated charges, there shall be a charge of ten por cent (101) per annum added to both the Per Unit Charges and Zoned Front Footage Charges, but in no case shall Buch added interast ebi!lrge be in excess of one hundr~d per cent ( 1001) of ti:.e original assessment cost. Interest charges should be simple interest and not compound interest. sgcuoa IY· This ordini!lnce is effective upon its passage, approval, and thirty (30) days after publication. PASSED BY THE CITY COUNCIL this ty At orney Dote of Publication: August 21 1 1992 ORD.251-7/10/92:ae. 1992. City Cler Description: King,WA Document Order: 2Q4656 Comment: Year.Month.Day.DocID 1992.902.1077 Page: 2 0£ 42 0 Q • .. 0 • lo 0 - · 1 i ~ ~ ! :.s l i3!;:" ·i ~ ~ : ~n ,~ ~~ : -..... ·~ ~ 0 ~ ,)'• J t ,, -, r--r-- D N D "' 0 N "' 0 0 EXHIBIT ~A• WEST KENNYDALE JNTERCEPTOR SPECIAL ASSESSMENT DISTRJCJ' BOUNDARY The lands included wllhln the West Kcnnyd:dc Interceptor Special Assessment District boundary arc contained within Scclions 4 ffld 5, Township 23 North, Range 5 F.asl W.M. The boundary for the dis<rkc ls dc:xribcd as follows: &ginning at the NW comer of rhc Urch subdivis!on as recorded In Volume 88 of Plats, JJ#SC 79 records of Kins Coun1Y, Washington, wJthln the NW l/4 of said Section 5; Thence c:tslc:rly :along the north line of said Plat to the NE comer o( Loi 2; Thence southerly along the e:i.st line of Lot 2, s.tid Phu of Urch subdivision and its southerly c:xcc:nsion, lo an Jn1crsc:clion wi1h lhc south line of NE 27th CT. S:Lid polnl of intcl"SC'clion also being a point on 1hc nonh line of Lot 8, s:a.id Plat; 'Jbcncc west along the north line of Loi 8 to the NW comtr lhcttof; Thence south along the wcst llnc of Lot 8 to the SW comer thereof; Thence cast along 1he south line of Lot 8 to the SE comer thereof. 5::l.ld SE comer :also being :i. pofnl on the west rtgh1-of-w:1.y mugm of Jones Ave NE; Thence Clitcrly along the easterly extension of the south line: or Lot 8, to a poinl of lntersccUon with the cast right-of-way margin of Jones Ave NE, within the NE J/4 of s:1.id Section 5; Thence north :ilong s:aid right-of-way margin to the NW comer of Traci 277, C.D. Hillrnan's We W:ishington Garden of Eden, Div. No. 4 :is recorded iJ1 Volume 11 of Plats, y.i.gc 82 records of l(Jng County, Wllbington; Thence N. 89" 43' 59~ E. along the north line of Track 277, said north line also being the nonh line of Lot 1. ;is cstablisl\cd by ~ #Olo-85, bearing King CoWlty rccordl.ng #8510189001, :1. distance of90 ft., to the NE comer of.said Lol I. Thence-s.oo• H' 45• W. along the eut lute of said Lot 1, a distance of 87.28 ft., to tht: SE corm:r thereof; Thence N. 89• 52' 13• W. along the south line of said Lot I, a dJstancc of69.8S ft., to the beginning of a cun'c to the right luving a radius of 20 ft.; Thence along said curve and s.tid :50Uth lot line, lhrough a central angle of 90• 25' W an arc length of ;ll.57 ft. to :a point on the east rtght,oj'..W2)' line o(Jones Avr NE; Thence S. oo• .B' •WW. :along the cast right-of-way Unc of Jones Ave NE, a~ of 90 ft., to the-beginning of a cunrr 10 the right tuving :a r:adius of 20 ft.; ~ .. , ?l-.Ul!l.lkk4Mlll/11f1 t,'i7/9J 0 Description: King,WA Document -Year.Month.Day.DocID 1992.902.1077 Page: 3 0£ 42 Order: 2Q4656 Comment: r • 0 • 0 -- ·:!.•.,•.: Ii w u 5 . z . ~ ~ .~ 'z C . i~ " •:I j;jt:" 1 V); i~h J~ . z '. t-~ z~ ~ 2:0 ~~ :s~ o;g ~ ~~ ~- ;!;!:; w ~ ~ C ~ .. ,- r-- 0 N 0 g; N J' 0 0 Thence: along said curve ;and the northerly line of Loi 2, l1A II 010-8.S, through a ccntr:tl angle of89° 34' 02" :m arc length of 31.26 ft.; Thence s. 99• 52' n• E. along the nonh line of said Lot 2, a distance of 70.15 ft., to the NI! comer thereof; Thenec f. oo• H' 4::•' . along the C;J.:;1 line ofs:tld Lot 2, a distance of 87.2Sft., to the SE corner thereof. Sl· · SE comer lll!kl being a i,oint on the south line of Tract 27S said Plat ofC.D. HWm:in's Lake Washington G:irden of Eden, Div. No. 4; ThcnCc easraly along the south line of s:iid Trac< 27S and conUnulna cutcrly along the south line ofTrac1 255 to lhc NW comer ofTract 254, s:tld Plat; Thence soulherly along the west line of uni Tncc 254 10 the north line of the S 1/4 of s:iid Tract; Then~ c:1Stcrty along s:tid north line to the west liflc af the E 70 ll. of the S 1/4 of uJd Tract 254; Thence southerly along saJd wesc line and iu southerly :xtcnslon 10 an lnlerstelion with the south right-of-way line of NE 241h SI; Then« westerly :lions the south right-of-way line of NE 24th St to the N£ comer of Track 262, C.D. Hillman's We Washington Garden of Eden, Div. No. 4; Thena: southerly along the e:i.st line of said Tnck 262, 10 1hc SE Comer 1he~or. Said SE corner also being the NW comer of Trnct 2,2, C.D. Hlllman'S l:tke Washington Garden of Eden, Div. No. 4; Thence easterly a.Ions; the north line of said Tr:icl 252 lo I polnl of ln1cne,1lon With the nonhcrly extension of the west line of the c:is1 150 fl. of said Tract 2S2; Thence southerly along 53Jd nonhcrly extension 2nd said wesa llnc, IC. a polnl I SO ft. west and 1 S0.6 ft. nonh of the S£ comer of ~ Tract 2~2, Wilhin tht' SE 1/f of s:ald Scctlon 5; Then« southenterfy, a di.stance of S4.S8 fr.., 10 a point 91 ft. north and 90 ~. west of the SE corner of s:a.id Tr.Id 2S2; Thmcc SOU(heuterly 10 a point on the ca5' line o{ Tnict 2SZ, whkh polnl bes 70 ft. north of the SE comrr of 5,1;kf Tr.lei 252; Then~ souit, wns s:iid e:111 line of ir.1e1 252, a dlsi4ncc of 70 fl., Co the SE comer thereof. Said SE comer abo bc:ing a point of tntcrxcUon of the WN1 ri&ht~-w.ay Unc of -4,be.rdccn Ave. NE. With the north rip1,ol'-way llnc oCNE 20th SI; lhenrt easterly along 1he cas1erty extenSk>n of the touth line of Tn:ct "252 co the CUl right-of-way line o( A~rdeen A~. NE. 2nd 1he SW comer of Tract ZO, C.D. tUllman'• Lake Washin~1on Garden ofEckn. Div. No.1: p,q: .. 1 ?i-.-'l)OC/j\folll/hll • 0 p • • 0 •. ~l'@it?i Wti12fii~..,?!'""'l '"L.,.3~?SlP Description: King,WA Document Order: 204656 comment: Year.Month.Day.DocID 1992.902.1077 Page: 4 of 42 J ' I . ~ i': z ·J ~ ' « '::i ;u;=- w ~% ;:::~ ,. 0 ~~ u .g~ : ·-0 %~ ~- ~~ ·-'' ,_ ~ ~ ,... r-- 0 N ~ 0- 0 0 • Thence nonhc:rly along lhe west Hnc or ~;1,id Tract 24~ to the NW comer thcreor, within the NE 1/4 of said Section 5; Thence C;astcrly along the nonh lines ofTr:acts 2.0, 23-i and 225, C.D. Hlllm.in's Lake W:uh.inBton Garden of Edt"n, DJv. No. i, to the NE comer of said Traci 225; Thence southerly along the east line of said Tnct 225, a distance of 30 ft., to the NW comer ofl.ol 1, Block 2 of the EdendaJc subdivbion a, tttordcd in Vofwnc 6o of l"bts, page 81 records of King County, Wamington; Thence ca.sc~ aJong the north !Inc of Uid Block 2 :&nd Ill easterly extension acl'OSI Daycon Ave. NE to the NE comer of Block I of ~d Edffl<Wc nibdivision; Thence southerly along tile east line of !Wei Block I and the wcsccrly right-of.way line of Edmonds Ave:. NE to the SE comcrtfltrcof, within the SE 1/4 ofs.ald SccUon 5; Thence northeasterly lo ::m intersection with the NW comer of Lot 1, Block I of the Husebnds ISi Addition subdiVision :as recorded in volwnc: 54 of Plats, page 26 ttc:ords of King County, Washington, within the SW 1/4 o( said Section 4. Said NW comer a.Jso bdng a point on the e:w right-of.way line of Edmonds Ave. NE; Thence easter]}• :ilong the no11h line of said Plat to the NE comet thereof; Thence wutbcrly along the cast line of 5:lid Pbt to the SE comer thereof; Thence westerly :llong the south line of s:iid Phu :l.ild its westerly extension to an intersection wilh the wcsr rtght-0f-w.1y Un<" of Edmonds A\"C. NE. wlthln the SE 1/4 of .s.iid Section ';. Said intersection aJso bciqg a point on the: ca5t lllle of Tr.:ict 208, C.J). Hillma.n's Lake Washington Garden of Eden, Div. No. 4; Thence southerly aJong the rast line of said Tract 208 and the westerly right-of-way line of Edmllnds Ave. NE. to an intc:rsc:ction with the nonh line of the S 1/4 thereof; Thence westerly along the north line of the S 1/4 of said Tract 208 co an hllcrscction with the cast li.nc ofTract 215, s:ud Pbt; lncncc southerly :I.long the cast llnc ofTnct 215 to the SE comcrthcn:of; Thence westerly along the south line of Tract 21 S to the SW comer thereof; Thence northerly along thc: westerly line of Tt:1ct 215 lo a point which Is 35 ft. south uf the most sout~c:rl)' comer of Loi 5, Woodland Tcmcc as rec:ordcd in Vohune 71 of Pbts, ~e 96 records of King Coumy, Washfnston. Said point also bdns 91 ft. north of the: SE comer of Tr.act 226. C.D. Hillman's JA.:e Washington Garden of Eden, O:iv. No. 4; Thence westerly on a line which Js parallel 10 and 35 ft. IOUthctty of die south Unc of Loi S, s=id Pbt of Woodl:md Tcmcc, lo a line which ii paraUd to and IOJ.91 ft. westerly of the cast line of s.aid Tract 226: r Description:-xlng,WA Document -Year.Month.Day.DocID 1992.902.1017 Page: 5 0£ 42 Order: 2Q4656 Comment: • • • 0 ''"-"'""'-'"'' ' .. ·~ .V- I . ' .... .... D N D g; N er, 0 0 • Thence northerly :along said ~nllcl line :a disUncc of 35 ft. to the SW comer of said lot 5. S:ald SW comcraho being the SE comer of Lot 6, Plat ofWoodbnd Terrace; lbcncc westerly :i.long the 50Utherly line of Lots 6 and 7 to the SW corner of said Pbt. S:!Jd SW comer is a.lso a point on the: cast Une of Tnct 233, C.O. Hillman', La.kc W.ashingron Ga.rden of Eden, Div. No. 4; 1bcncc northerly on the cast line of said Truct 233 to a point which is 47S ft. south of the north line of s:iJd Tr.act 233; Thence westerly on a line which is parallel to and 475 ft. south of the north line of Tract 233, 10 :in intersection with the east rlghc-0f-W:1.y Unc of Blaine Ave. NE; Thence westerly to a point on the west rlgtn-of,way Une of Blaine Ave. NE. SaJd point being I I0.96 ft. north of the south line ofu.id Tr.id 233; Thence continufr.g westerly on a line par:illcl to ::and 110.96 fl north of the south line of Tnct 233 to a point on thC' west line of a.id Tr.ict 233; Thence southerly along Im' west Jinc of Tr.ict 233 to the SW corner thereof. Said SW comer also being the NH comer ofTnct 245, C.D. Hlllnun', La.kc Washington Garden of Eden, Div. No. 4; Thence southerly :along the C!lst line of Tr.i.ct 215 10 lhe SE cornet' thettof. Said SE comer also bdng a point on the north right-of-way margin of NE. 16th Sl; Thence westerly along said north right-of-way m:argin and its w.esterly extension across Aberdeen Ave. NE to an lnlcncction with the elSI right-0f-way line of Monterey Court NE. as shown on the Pbl of View Terrace as recorded in Volume 12 of Plats, p;ige 32 records of King County, W:ishington: TI1cncc No• 31' 55• E along the c:tst line ofs:i.id Pl.at, 2 distance of237.00 ft.; Thence N 99• S8' 15" E following s:iid Pl:lt boundary, a distance of 25.00 h.; Thence N o• 31' 55" E. a dlSl3nCC of 346.60 ft., more or less, 10 the NE comer of said Pfa1; Thence S 99• 39' 40" W aJong the north line of the Pb.t ofVicW Terr.to:, a dJsu.ncc of 252.35 ft., more or less, to the NW comer of said Plat: Thence so• 31' 19" W along the 1Vcst line ol said Pbt. to the SE comer of Lot 30, Pbt of Hiptc, u recorded in VoJumr 113 of Plau, ~ -4i416 rttord:s of King C,ounty, Washington; Then« S 59• 4i3' 54i" W along said Loe: 30. ::a dislancc o/ 74 tt .. more or less, to an inter.section with the ca.11. righl,of-way line of Monterey Ave. NE; .... 92·.UIN.O<M'./AMll.rt,II r D i Description: King,WA Document Order: 2Q4656 Comment: Year.Month.Day.DocID 1992.902.1077 Page: 6 of 42 0 0 • 0 I ~ <J 6 z ~ i!c ' ~ ';'e ~ ~ . ::; ' _, I-; u,- : Vl i ·~ . . ~, ~ ~ ~~ " < 1[ .: ~ ... ;--~~ '~"' ~ :!; ~ .' ... % . z~ ~ -~~ ,.._ :g~ ,.._ ~ Q 0 ~~ ,__ N !:!;!:; 0 8 ~ N u a- ~ 0 ~ I r 0 0 • Thence southwesterly :along the southwcstcrty extension or tlk: south line of said Lot 30, a distance of 50 ft., more or Jess, to the west right-of-way line of Monterey Ave. NE; 11,encc southerly along the west right-of·W;J.Y line of Monterey Ave. NE to a point of lntetsteUon With the north line of the south 200 ft. of Tract 265, C.D. Hillman's l..akc Washington G.ardcn of Elko, Div. No. 4 extended easterly; Thence S 89" 59' '3" W =dong bJd easterf)' extension :md the north line of lhc south 200 ft. of $Lid Tr.I.ct 2G'.i, to 1hc wcsc line ufTr:acl 265; Then« N o• 32' 05" E along s:ald west line! a distance of 25.00 ft.; Thence S 89" 59' 33" W, a di:1tancc of 252.33 ft., more or los, lo the SW comer of Lot 3 of s:tld Hig:uc: Pl:m Thence northerly along 1hc west fine of 53id Higatc Plat to th<: NE comtt of Lot 9, Cf'CSCent Vkw Addition, :lS rtt0rded in Volume 97 of Pbts, page 49 n:cords of King County, Washington. Said NE comer also being IM S£ corner of Tract 285, C.0. Hlllma:n's Lake Washington Garden of Eden, Div. No. 4; Thence westerly along the south line of s.,id Tract 285 to the SW comer lhereof. 521d SW comer :also ~ing the SE comer of Tract 292, C.D. HiUman'$·Wc Washington G:irdcn or Eden, Div. No. 4; Thence northerly :ilong the west line of said Traer 285 and the cast line of said Tr:1.ct 292, to lhc SE cori1er ofl.ot 4, City ofRenron SP 130-·,a, A.F. # 7807210769. Said Plat being :1 portion QI 5;1id Tract 292; Thence We5letly along the south lines of Lots 3 2nd 4, uid Shott PlAt, to the SW corner er Lot 3: Thence northerly :ilong the west line of ~d Lot 3 to the NW comer thereof. ~id NW comer ;ilso being :i point on. the south right-of-way line of NE 20th Sc.; Thence ca.stcrly along li:lid right-of-way line to an iilccrscc:tion with the southerly extension ofa Unc whieh lies par;tllel to and )55 ft. cast of the west line of Tract 293, C.D. Hillrn2n's lAke Washington, G:irdm of Eden, Dtv. No. 4: Thence nonhcrfy ;,.Jong the southc:rty cxtcnsJon of Uki ~I line, a distance of (,0 ft., more or less, to a point on the no1'1h right.of.way line of NE 20th, which point lies 155 ft. c.is1 oflhc SW comcro(said Tr.act 293; Thmcc contlnuing nonherly on said p:lr.llk.l linc a distance of 120 fl.; l"h~cc-westerly on 2 line 120 ft. nonh of 2nd p:aralkl to lhc-south line of said Tr.aa 29.\, a diStancc-of I "Vi ft., to a point on the C'.ISI right-of-way line of Jones Ave. NE; r~r ~ &II'!',"» •11 \lllll)Ot:;AMll/hl'I ···-----·----·--·--·- j I ' p ' >. Description: King1 WA Document -Year.Month.Day.DocID 1992.902.1077 Page: 7 of 42 Order: 2Q4656 Comment: 0 0 0 a2xUO .ti ltEPL~!'!!;;·:· = 0 0 11lfflC'C westcrty to an lnlcncctton With Che nonh llnc of the S 96.66 ft. of Tran 326, C.D. Hillman's G:mkn of Eden. Div. No. Sas recorded in Volume 11 or Plats, page 83 records of Kl.ng County, Washington, as said nonh line intersects lht wesl nght-0(- way margin of Jones Ave. NE, within the SW l/4 of said Section 5; Thence westerly along lhc north Unc of the S 96.66 ft. of said Tract 326, to an intersection wlth the easterly right<>l-way line of State Highway I (SR 405): Thence northerly aJong said castetty ri&ht-Of•way UM of SWe Highway l (SR 40,) co the NW comet of the Urch subdM$!on, within the NW 1/4 of .::-.id Section 5. SaJd NW comer also bdng the point of bcgfnn!ng. 1"11 ... ,. U.•l)tK'./AMII/NI r p i .. Description: King1WA Document -Year.Month.Day.DocID 1992.902.1077 Page: 8 0£ 42 Order: 2Q4656 Comment: ' • 0 • ,. 0 • 0 . ·o: .. -- . ~ ~ ~ -~ • , ... . , i ... ~ ; ~:= : ~ ~' ; : 'j ~ I ' -~ ... ' ' w i u ... 0 ~ .. 1 · ',. t ,l ·., r 0 0 g; C\J i1' NTS --• -·-. -----·-· Description: King,WA Document -Year.Month.Day.DocID 1992.902.1077 Page: 9 of 42 Order: 2Q4656 comment: • .. 0 I 0 0 - ,.... ,.... 0 N ::;:: ' 0 ' ~ I ~ ·1 N C, a- ~ 0 • " I t ,j. ·., I 1.::.1 --. .,,._ Rlfl8E1I JAMES p • M~TODOA , 1124 NE27TH CT r 0 0 LOU BlOCK• lmcH SU80MSl()H l.£SS W 1 FT URCH IUEIDMIION LESS W I FT' Fl8fTOH WA~~ P..,.2 Gll8TGEOAOEW0171 LOT-3 8LOCl(. lJACH SUBOMSION Ul28 NE UfM CT RENTOH WA IIUi&-226-cAIII P.c»!3 SMmf~VIDA 1mo NE 27TH CT RENTON WA tlllO!IS-2Wi-cAII KCTuAoctt: IM9000'lclG01 P.-,14 OitiHUMNRACHa.KE11711 wr.aa.oac.~HSU8DM&ION 1127 NE 2'fTH CT RENTQM WA ~-CAIi K'C Tu. led. I: _,..., 0050 Cl P-.1 5 SCHEU. F10NALD L LOT-, BLOCIC· URCH SlJ8Dl\llSIC)fr 1821 HfmMCT RENTON WA .._n,.a .am P'lrel9f I PORTE IWCJf\4 M Ii n:oo P I.DH 81.0C«· I.IICft IUEDYIOOH tf15NEOTH CT AENTQN .,, ....... -CAIi KCTokdf:~ LOT 4 I I llOClt· ELDOf( ACAa ADO l>.IACEL. A Cff'Y OF RENTON IM:lRT PLAT ».JI REC I# I aDON M:.A£9 ADD 1W1CEL A cm OF ABfTON SHORT' ,UT D-71 REC II mot130112 CO Pl.AT IW" lOT lllll N CD FT 0, too F'r. ALL LOT. ........ ..... 95.11 129.14" "' coa, st.t2U4 ti.1128.14 12.m.o, II.ti 1211. 1444 &2,811.70 13.5<1 '29.1444 t1,8SU3 71.0II f28. 14M '2,071.17 r I I I ! r c:, Description;·xing1 WA Document Order: 204656 Comment: -Year.Month.Day.DocID 1992.902.1077 Page: 10 0£ 42 • .. 0 I ' I I w u 0 z ~ ;; ~ % /~ ~ . :l ~~ ,u- i ~; 1 ~~ j~ . ' 1.:::.1 --. """" r>.,~e IClNDLE DOHHA 41R4 -.ZWJH AVf. EMUMCLAW WA IIIOa 0 0 • .,....,. ... ZONEOFROfff FOOTAQE ASSUSMEHT AOL.I. WEST ICEN""1)M.! LOT •54 BLOCK• ELDON ACRE8 PAFICEl O CITY Of' RENTON SHORT Pt.AT ».71 A&:: N' '77041i ELDON ACA£8 PAACEL D CITY OF RaffON SHOAT Pl.AT 33-7$ REC AF ITT0413017Z 6D Pl.AT EW" LOT I LESS N 80 FT OF £170 FT I AU.LOU PafOIIM NIIIAAOER AIC:HAROJR LOT•7 .. lll.OCI(• ELDON N;ll3 AD07 LESSN J>sQila& 2!11 NE JONES 120 FTOF E 130 FT I a LESS S e4 FT Ra4TOH WA II056-2272 ,(;fllll LESS S El.DOH ACR£5 ADD 7 KC Tu l,g;tf: 21 n: 0)45-05 Pwo.r 10 K'YAATFL LOT41 lll.OCK· ElDCW ACRES AOOSM FT 2509 NE JONES AVE LESS ST ELDON ~ ,.r,o S 1M FT t.ESS IT RBmJN' WAalDS,8,2272-CMI Pan:.111 W,'Tl"PR LOT 4 BLOCK-El.DOH ACRES AOO Ii IO FT 2433 NE JOHt1 AVE MEAS ALO E SIJ8D LN ELDON ACJ\£1 ADO """"" WA""6 N llll " Ml:AS AUJ E SUSD LN l<CTnAocllt:22118S0,,0051.QI ..... ,, GRANT GEOAG( K lOT-t ll.OCK-ElDON ACflES ADD SN FT ze NE .iotiES AliE MEAS ALO E SJ80 LN ElDON 4CR!S ADD """"" WA-SMFJ MEAS-...0 fSU8DLN ICC, .. kaf: 22SW\51),0Q50,07 1ff C05T r euo &211.1... 12.75'.15 144.87 '29.1~ "'.219.23 80.00 $211.1... 12,331.58 __ .., 95.33 $211.1444 $2,'87.00 .... 129.14,k ......_ .. .... C!I.IW S:Ul7.CO ....... HILLJAYQ LOT-to BLOCK-ELOONIICREl.a> .. .. ........ ....... 2417NEJONESAVE N tR l£SI POA WI.V 0, CREEi( El.DON ACRES REHT'OH WA s:o5& ADD M t.l LSI PCIFI Wl.V 0:, CREEK KCTaAoct ': OOIS5 Cit NOl£S, 1) n.1111 ta dlJllcloplll •..__.,,.on en Ul'IIMd:tlb laL Al a,di la tll l'Do:MI "" ..,. ~1h:I! cn,-COcr d<ICt" tll. 1'h:aldn, ,.,--.u.11.8.2fc1, AailDllct,ec.t.. 0..-:t=I-'*'Iii 19,aluoacl lO -~-,.NIii ..... ~po,llll(paml'I . 2) TJll:l lal II~ Cl l~...,..~111'11lcltl:lprf9'1f11 IJll*d clrpfl:l'°J' pi:ir-' WI lfll-. n..flft. ,-SlcCllfla.5-17.8.1'1CI, AlnDrlClly Codi. .. .-~nirp II dMil;d.lldlllcll two M pcrcca, ~ "'°,_bcu,d;syr..-.Jolt 711. &dlM ,-.i .. --,., .. -,.. Description: King,WA Document -Year.Month.Day.DocID 1992.902.1077 Page: 11 of 42 Order: 2Q4656 Comment: I • f I i • • I 0 0 r 0 0 • 0 I NE 28th ST 11 ~ '-------I j - '-------I :Jr-~2 -----1 -3 '--f-----K NE 27th CT Vs"' 6 '-- D PROPOSEO ZFF ~ 7 ~-P""] auuNDARY '--, I/ 8 II '-- I" BA '--z .. > '---z ll '---<I 0 10 Ol Q '---11 I <I I w 12 Si ,...._ ... N 1-... D ' .. ")' -.' t! :::, -~ :\I ~ :r, 13 ~ '---L_r ~·-NE 24111 ST @ CITY OF RENTON I D1D'.t.RTllll:lff or JttJDUC vom EXHIBIT 'D' I --1 CIOtM.Yt.\ffl!! "' -rNJ1.zrr -~ -------~ • .,,,1 1' tl -, j Description: King,WA Document -Year.Month.Day.DocID 1992.902.1077 Page: 12 of 42 Order: 2Q4656 Comment: 0 0 .. Q • Io o = ·--MERZ THOMAS A I FIOSAHNE 2133 NE Edrnonda Avie ...... WAtfl05H70B l(CTuAo:t•:~J ' EHllSTROM JOHN W A JliOfTH A 2125M:E._...,__ ,_..,.WA~ KC Tu Aa::llt: 1!2632(),00!o-04 • HATCHnMeRc 2117 PE Edmor,dlt Aw Alfllotl WA III059-27tle • PIMCOM!IE ROBERT 2101 NEEcmordJAw Radon WA IIID59-2708 • GIW'IAU VlOU. 8 2025NEEdMor'dlA..,. R.rC:011 WA ll805&-270II ~KCTa,,Alltl•:~ ~ e CANNON HENRY H JR EOll&l O"' =~~::a I KEU.Y WOODfllOW O O'ITT 2001 t4E &lmandl A.,. ,__, WAtlOlll,2709 0 0 • LOM 8lOCK· 1 EOEHOAL.e ADO - lOT '4 81..0CK· 1 EDENtW.£ ADD 0 r I ' ' Description: King,WA Document -Year.Month.Day.DocID 1992.902.1077 Page: 13 of 42 Order: 2Q4656 Comment: • 0 • .. 0 I 0 0 - 0 0 • WEST ICEHNYDALE SPECIAL ASSESslriltHT OISTfllCT ROU. OF PARCELS WITHl"I DISTRICT -...... PINZRAYMOHDH077S 2000Nc~AwE '-'-i WA NOSt-fflt 10 OEiU1 ROBERT E C1279 2CIIMNE~Aw! A9nlorlWA~ KC Tu Ao,;,t #; 225320-0C)604i LOT-1081.0CK-1 EOEHOI.LEAOO 11 GUFINARDVINCENT L l KAffiLEE/ri' LOT-ff Bt.OCIC· 1 EOENDAU: ADO 200II NE c.)IClr, Aw E ~ WA IIID*2nt ICC Tu k:t:;l ,: 22SS20-(IOS5--0 12 POLLOCK SCOTT E • KlM A ~12HEDl.y1CW!A¥9E ,.._ A.nfon WA 9fl068.2721 ,.... QKC r .. A(l';1,: %15320-006041 " " " !.CIXL.URE FIONAlD !: &. L£SUE p 2100 NE o.,bl ,-E ~ WA NQ56.2710 FO'f'l'E~C.,.VIDE 2104 NE Dsyign A,,. E ,-_, W Allll05N710 ''"'""""""' 210INE~A.,.E "'"'°"WA 911'l51-'71t 16 flFMolOIJ)S wtWMI E 117' 2lt2NEDAVTOH A.VEE ...,_. WA N058-t11t LOT-13 BlOCIC-1 EOENDAU: MIO LOT·U Bl.OCIC· I EOENDAU! ADO LOT-15 SU>CI(. f EDENCW.E ADO -· ...... OESCRIPTIOH: r 0 J Description: King,WA Document Order: 2Q4556 Comment: Year.Month.Day.DocID 1992.902.1077 Page: 14 of 42 • 0 • .> • • lo 0 ~ :; ~ i .n ':;; i: ·I! j : .. ·, ., ..... ·-" RtCHAAOS ClEW 2113 HE O.YTON AVE E AEHTOffWA~ kC Tu Ao:a t; 2253.. OM! Ot 11 111'.MAOWWlil 210lil NE c.\YfON /4\'E E 1'EJl'ON WA leOelJ.272(1 KCToAldt:~7 ,, ~SCOTtl "' P0B0Xt'TG7 SEATT1.E.WAt11t11 II07.ZONERONAlDC 2013MI! OAVTON14VEE RENTON WA ll805H722 0 0 • WEST kEHNVCW.! SPECI.\I. ASSESSMEHT DISTRICT ROU.. OF PARCELS WITHIN DISf'RICT LOH 8LOCK· 2 EDENDALE ADO 8ARRANS 0£1.MAA fl & ALMA t ''"'''"'' " " KET1\.E FAUS WA 0.,,11 &UlCTONOE~W 200$ HE OAYTOM AVE E RENTON WA _,..2722 SCAI.FOAYIOI. 200f ht Q,\YTC)N ... \1£ E flJEN'!ONWAl:it'JSf.2122 I.OT .fl 11..0CK· E\.QON ACRES NXJ N lg F-T OF E t70 FT EtllON ACllfS ADD N Ill FT OF 1170 Fr ---------.---- r 0 Description: King,WA Document -Year.Month.Day.DocID 1992.902.1077 Page: 15 of 42 Order: 2Q4656 Comment: I • 0 .. 0 • !l b ~ ,~ . 'i ,~ ~ . ~ ;= "' ; ~ ' .\~~ ·" ·~ :,! ., ' 0 r 0 • 0 W£8T ICENNYOAL£ IPE<:IAL ASSESSM£Nl Ol8TIUCT AOU Of' PARCELS WITNIH DISTRICT Paree! N ....... ~ LEGAl J '-~-"""'-...1..----""~°"""==----'-----------"DE~'"="'~""""'=~·-------- 2$ 1(()1)3 HAAFIY A 319NEJOHESAVE RENTON WAIIII05e 19 ~Gt.ENG• WILMAJSAH 2523 NE J0H£S AVE. RENTOJtW-''9058 27 KINOI.S DONNA 4t112C&E:,el'HAVE ENUMCl).W WA Na22 .. ICINOt.E OOHNA 411124 SE 23BlM Alfi. EltUMCLAWWA99022 LOT .5 I I l!I.OCIC· EI.OOf" liCMt ..CO PAAC:a A CITY OF Aan'ON SHOf\1' PLAT 33-78 f\l RES ADO PARCEL A crrv OF RENTON SMOIIT PlAT'3-71 flEC AF #17041~ SC, PLAY I 8S N IOFTOf E170FT I AU.I.OTe LOT..f-8 BLOCI<-EUlON ACRES PARCa. 9 C1TY OF RENTON 9tOAT Pl.AT ~7t REC N' '710413 EUlON ACfiES PAFICfl 8 cm' OF RENTON SHOAT Pl.AT :0.711 REC N' •not1!0712 SD PLAT OAF LOT SLESs N l!IOFT OF 6.170 FT .I AU.LOT a LOT-S 111 Bt..CX::"K-ElDON ACRES PARCEL C em, OF~ SHORT Pt.AT s,.71 RECAFr770t £JJ>0N ICRES: PAFICELC err,~ RElffOH SHORT Pl..'T S,.71 REC At-l710't!ll17t SO PLAT OAF LOT 5 LESS N ,o f:'1' Of' £170 FT I AU. t.DT t l.OT-M 8LOC1(.. El.DON .\CAii$ PNIC£LO CtTY OF Fl£NTOH St()RT Pl.AT 33-71 NiC AF ,no,,.13 El.OOH .-cRE6 PARC:El O Cl'TVOF REfiTON SHOftr flt.AT 33-11 AEC t,F #17'tM13>712 SO Pt..4T O&f LOT 5 Lal N iO F't Of' E170 n-& ALU.OT f r-·--------------------------------1'- C " •tJ• GFIASSMEA st N BIJRN48Y ~ W02ti8 §KCTaAccl:•;~ LOT·19UlCIC-El.t!ON M::AESNSJ N fll FT OF E 130FT LEIS ST ELDCW AC:fl£S AOD N GO Fr OF E 1!11 FT LE8S Sf ! a- GILCHFll&T RAHCE W 2523HEJONESAVE RENTON WA lill!ID5f.221:I LOT-1 Sl.OCk,a.DON ACRSS liUJS IIOFT C6'H 120fT OF E t,OFT LE&1 CORO Et..DON ACAE.S ADOS 80 FT OF N 120 FT OF E tiO Ft l.f&'5 CO AD ., " LOf.7,fSI.OOK,QDON.ICRES ADD 7 LESS N 1ZI FTOf E 1.llFT UtB:S S MFT l.£SS ti ElDOfll ACAES NJO 7 lESS N t20 FT a; E 130 FT I 11.ESS S M FT LESS ST l()T,e IIU:ICI(. anoN ACR£I NIO 8 • FT U'.R Sf ELDON ACRE8 MUS M Ff LESS ST IDT .. ll.OCK. El.DON .tie:Ai8 AOO S Oo1 FT IIIEAS ALO E 1U10 U1 EllXlN ACflEI IOJ I M FT MEAS M.G E SlllO Uf e,;,n:n•:1:- Description: King1WA Document -Year.Month.Day.DocID 1992.902.1077 Page: 15 of 42 Order: 2Q4555 Comment: ' 0 • .. 0 • I 0 ~·- I 1 = ·- . ·',. ,..._ ,..._ 0 .. WATTPR N3:JNEJONE8AVE RENTON WA 11061 KC Tu Acct It. Z2N$0-0051,"9 3S HILLJAYG " " ,. .. 2'17NEJ0NfSA.VE RENTON WA leOSS CITY oi: RENTON ""'"'1T w ' 200 MILL AVE IS AEN'TOH WA III055 SALAVEA lllAI.U tl07 NE 1 TTN flt. RENTON WA III05Hll74 HORNE DANIEL L tC!3NE17THfll fll:NT()N WA illl056,,V11 UACICENZE 1Dr10E J l E9Tl6 M 1117 NE 171'14 PL A£NTilN WAt:.1111-ffl1 KCT•Aca•:W191t,.OO,II0,,03 " ,,_..,. """""' A 1ll!ONE17THPI. ., SEtl'ON WA Q'l58-2117 ,. ·--· a::t'l'MIOSl>G) Description: iing,WA Document Order: 2Q4656 comment: 0 0 • I.OT.fOl.OCI(• E~~ N1CNCVFTMEAS AI.OE SI.ISO I.Ill El.DON ACAi!& AOC N 80 FT MIAS AI.Q E SU80 Uf LOT-11.'SlOCK-a.oo,j ACRES ACON '/2 LESS POii WLYOF CRE£j\" EI..OOH ...CRES ADO H 1/2 LESS POR Wl Y Of' CREEK LOT-10 BLOCI<· ~ ~ NXJS 1/2LESS JIOAWLV OF CREEK eu>oN ACAEs ADOS 1J2 l£SS POFIYl\.'/'OF CREEK LDT-2 Bl.OCIC-HIGATE iDT-4 8'DCI(. MIGATE UJT-6 81.0CfHfGATI -· r r ! 0 , • Year.Month.Day.DocID 1992.902.1077 Page: 11 of 42 0 0 I 0 0 = - ~ ~ i !'.'.: z ·~ 1% ,i ~ i §~ ~, ~ ' ~1 ! ~ I 1' ~~ I x~ ~< :,.~ ~ ~ ~x %~ ~ !I: u 0~ I:>~ :;:~ ,.._ ,.._ : !!:; :; 0 .~ N u 0 ~ ~ 0 z N .,.. --.. MIUJCAAI PAUL EI, ROSALJNO,t, 1121 NE 17Tll Pl RafTtlN WAIIIJ6&.2717 KC Tu Acct I: 321811-0011).(11 .. .. JANU RICHARD W ltd NE 17TH Pl AEHToN WAfallClY.-ff7, tML DANIEi. E I NfOl'IEA L 1'700ME MONT'El\£V AVE E RENTON WA IIICl5&-:eot l(C Ta Aa:t I: 327'118«11().0,& CS COYaSBAR'l'N ms NE MONTEREY AVE E RENTOM WA~ e Wlll.l.t.MS.IOHNMITERESAl LOr.tOBI.OO(•HICATE " .. CIO FIRST FEDERAL OF RENTotl """"'""' REMTON WA 98057 CROMER 1:».VIO M 1401 Hf MOflTEREV AVE E REN'mN WAIIOiSWIOr RCIDEIIHEY 11CHAAO I Al.IA T 18:M st 1101ll lM121D ~WAt:o,I • IIICl'ttERIQNI PROPEflTY ........0 U:>"MI l!I.OCf'. HIGATE 11 IIIAAO'YWAY .-t17 AINTON WAc::GII ..... r 0 0 • ' Description: King,WA Document Order: 2Q4656 Comment: Year.Month.Day.DocID 1992.902.1077 Page: 18 oE 42 " .. Q 0 .>'• 1 ',j = -.;,-.,-, . .,. ., 0 0 • WEST KENNYOAL.E Sl"ECIAL ASSE$SMENT CIST'fllCT AOU. OF PARCELS WITk1N DISTAIC1' -·-" TAUIAOOE RICHAAO JAY & SASIU~ LOT·1• Bl.OCK· HIGATE 110t NE 1111)1 PL RENTON WA ~2&1 St MOFFAT GJilfV 8 11J03Ni'.tllliPL A8ffl:W W.4N05'-1'81! " ~!DEA MARION E 4'7!iN DOUGLAS JUNEAU AK al801 KC Ta kid#: 3278!5--01I0-07 53 A£lCHlE AOS£Tl"A T 1'102NE tfnf PL R£ffTOfrl' WA IIID5W811 54 KISH IWUWVo A .. .. ., 1908 NE 1IJTII Pt. RE>fT'Otll WA Dfl056.21611 HANADA ROIW.D O & MARIE S 11114"1E"11THPL RENTONWA~t ..IKOIARRV H E1290 111(19 NE MOtlT£REY AVE. E RENTON WA ll8056-2fl05 -CA68 ITElGEA GREGORY l & KEU. V 8 1115 IE IIICOfT'ERE'f AVE E" REWT'ONWAtlD5&-all LOT·1SSLOCK· HIGATE LOT• fe 81..0CK· HIGATE lOT-1191.0C«· l'IIG.AT! lOT•118LOCP(. HIGAT& LOT-HI 81.0CtC· HIGA.TE " Description: King,WA Document Order: 2Q4656 Comment: Year.Montb.Day.DocID 1992.902.1077 Page: 19 0£ 42 0 c:, • 0 • 0 J :~ § "' " 0 0 WEST K£NM'l'DAUI SP£CIAL A5S£SSM£HT DIST'AIGT AOL.l Of P.&ACEUI WllHIN Dl$T'R1CT MCKIL.LOP STEPHEN V 1C!O NE MONTtMY AVE E R£HTOH WAll!I068 CREEGAN MICHAEI.P HEALY IURYI lDT-2,t BLOCI(. HIGATli 8055 S 13DlN SEATT1.J: WAN171 WINBUSH J4MES T 1108Ne ~ AVEE RENTOtf WA 1DD511 LOT-25 BU)CJ(. HIGATE """' DESCRIPTION: ICC Tu Aoc1 It: S!711Ml250-t0 " " lu.Flnrt I.NIRY E I CHERIE L tG NE IIIOHTEIIEY AVE E RENTONW.r.~ 17i, Hf: YOHTPIEY AVE E RENTON WA l:l05f.2110 LO'f.f7 BLOCK· HIG,\TE ~ KC Tulal.l: U7111427!).0,1 M SEAFIRSTCON " a CHUHO 1111NH C I THUONG LE 17oti NE MONTEREY AVE E RE'N'TON WA M.S-2810 °""""""" ow,us D 1100 NI lfON'fERE'I' AYi £ 'IEWTCN W" CIQSl,JlllltO LOT-H8l.OCIC·HIGATE lDT-:ZOO l!lJX;I(• H1.UWCS IJ( Ml ON1DEN OF EDal I IE tall FT' CE N 111 FT HlUtMS UC WN OMDE)f Of £DEN f 4 E t» 1111 FT OF N 111 Fr LOT.;o;i lSII.OCte-ltlU.JrUl,;lj UC: Wfit ci.W.o, EDEN•«.EU I 111& tiii11• FT HIUJtllANS UC WN GARDEN OI EDEN I I LESI I f,. t i.RII N D ,r ..... 0 , f I C7 • Description: King,WA Document Order: 2Q4656 Comment: Year.Month.Day.DocID 1992.902.1077 Page: 20 of 42 • .. • I 0 0 ~ ., I _,._ t • :j ! ., .. 70 EDWARDS THOMAS R UIOt HE EOMONOS AVE AEfrfTON W,.ill05f.2'710 WONGOA't'IOWT N17NE20THAVE. RENTON WAll8027·9664 ICC Tall~ I: 33,l3ll0,Q208..I " VIU.EGAS FEUCISIWO R ETAl. 1917 NE £DlilOHOS AVE Fl£NT'OH WA all06f.Z7l0 r 0 0 • Wl'ST kENNYDAl.E S'"ECIAI.. ASSE$SIIIENT OC8lJUCT FIOU.Of' PARCELS WITHIN DISTI\ICT LOT•2CI IILOCI(. Hlll.W,NS LK WWOAAOEN OF l:OE.N 14$ IIO FT OF N ffl FT HIUJ,W,IS L.K WN GARDEN or-Eoat I " S 1111 FT Of' N 285 FT LOT-ffll 81.0cK· Hl1J..MAN8 LI( WN CWIDfN OF EDEN I ffi 110 FT OFE 182~ ,-oF N t7li FT HtWWQ UC WNOARt)EN OF EDEN UWIIOF'l'O' E1112.51FTOfN17Srt lD1 -20l 8lJX;IC· Nll.UIAHS IJ( WH GARDEN OF EDEN I 4N 175 FT L£SIE 192.5tFT Hill.MANS UCWHGAROEN Of EDEN U N 1 TS FT lESS E 192.51 FT LOl·2tW Bl0CK· HIU.MAN!I LK WN BAFIDEN Of E0EN I 4S 60 FT Of" N 175 Fr~ E 13a.lil FT lifLUWfS UCWNGAROEN OFEOOI ,u sea FTMN 17H'TOFE 132.SIIFT r:::--,,;;--,""''"",.,-"""'""""'"""•;------,="'·'•"""""""""•"·""""""'a-;-,;:;,;;,"'""WN""~"·"·""""'""""'"''oo.;a:c,c<E;.-------- 0 ~ NE 20TH ST IJ'l OF Tl'l l.ESS S M5 FT AS MEAS HIL.J.JilANS RENTON WA lll05ll-273II UC WH 3NIOEN OF EDEN I 4 E 1.120FTR LESS C'\J S M5 FT A3 MEAS ALO E LN AKA PAACEL A OF LOT 74 UHl<£STER KEITH 8 LOT 415 81.0CK-HI..I.JiWe LK WH GN1DEH OF EDEN : ' (\J~ KC:TuAm I: 3'M39(J-Q500,a, LN ~ IU)f.(tl0.7I · 1 1.7" 12215SEUTH Pl uw tJ2 OFTA raw 8 MS FTOF e 1/2 HILL.W.I.HS RENTON WAIII05M181 LKWNOAAOENOIFECEHl4W1~0FTRTGWS34SFT t OF E 1,Z AS MEAS ALO E LN AN, PAACEL KC Tu Acd I: 33430!).0$01-0S 8 ~ LOT LH REVISION ,u.H,Of0-11 75 " " WARREN RALPtt & SANDRA ET A.I. LOT-225 8(.0Cf(. Hll.UIANS UC 'rt'N ~N OF Ena M 22211 NE 20 TH HII.UW,:S U( WN GARCEN Of EOl:1\I M flEHTCfrl WA •144-4,&22 BROW~ OAtE T 1271 2233 NE 20TI1 ST RENTON WA tao51-t7m MISTER STEJlHEN M a MATHA A 23CD NE 2llTH ~T R8ITON WA~«I t.OT-2211 ll.OCIC· HlUIANS LK WN tWIOEN OF EDEH f ffl lU!ll FT OF H tOD FT HII.JJMNS l.K 'M\I GAADal C,, EDEii • OI W M,20 rt OIi' H 100 FT LOT-228a.DCI(. ~ U1 WN QAADENOF EC1!N • CPOA OFW 1,Q SO TA LYM.Ya 'M.Y OF fCI..IJWCS UC WN OARU81 Of EDDI • 4 POA CS W t,11 SD TII LY NL Y a WI.Y 0/F WIXIOl.Nd) ffRMC:E L£SI N 10, Fr lMOF LOT· 1LOCK-JIO l'G.l.lllWCI UC Ml GMllEN 0/F ED&N t 4NO 100 FT LY IE a, CM1AS AVf. lU IQJJ:IANS UC WN CIMDl:N Of EOfll f 4 NO IOil Ff l. Y E (1/F CAMM 4VE frCf, ..... r Description: King,WA Document -Year.Month.Day.DocID 1992.902.1077 Page: 21 of 42 Order: 2Q4656 Comment: r ' • C, • • 0 0 -- ~ ~ ,. ~ · 1 ~ ~ "' ;~ i ;j ~ ·i ~; i '.j(. :~ 1.:; u :; z ,_,._ i :./ ' . -, " ., " .. .... 0 • WEST KENNYDALE IPECW. ASSESSMENT DISTRICT AOU. OF PARCELS WITlilN OlaTAICT I -~ CLMKCHRIS 2209 NE 20lll ST RENTON WA N05W7V3 -CRS:J ClAFIIC CtiRIS 220Sl NE 20Ttt RENTON WA 111111.w.121 VOSINOl'F GOAOOH E I NOAA R 1 IIOII NE BlAINE AVE RENTON WA MJ:51.2721 JACKSON AOOEAICIC Cl 1117 HE 81.MNE "'VE AEHfON WA tt '.l&J.2778 I.OT·233 51.0CK· Hli.LMAHS LK WH i:i.iJdH OF EDEN I ltW 51 FT OF E N FT OF N to FT >1U11AN9 UC WN OAROEN OF EOEN 14 W 5G FTOF ER FT OFN 90FT LOT-233 EI.OCIC· H u.MANS Lk WN QAROEN Of EDEN I 4N 1 00 FT OF E N FT LES& W 58 FT O HILLMANS UC WNGAAOENOFEDEN •• N 10DFTOFENFTL£SSW58Fl0fN8DFT LOT ·ffl BlOCI(. KIU.UANS LIi: WN GAAPEN OF EOEN II 4WN FT £xC S 11i,.ao FT & EXC N 3P H\UJ,lAN$ lJ( WN GARDEN Of EDEN I• W 1111 fT DC S 110.111 FT & EXC N :lill FT lOT·Zl:3 lllDCIC· Hll..!J,:AH!l ll( WH CAROEN OF EDEM #4S71tFTOFN IUFTOFW•FT Hlll.llANSU<WN GNIOEN OF ®EN,, S.,.. FT OFN 1611 FtOFWN F"r" I""-KCT•Aa:lf:33A311).1232-DI o------------------------------a, HOVI.AND LOUIS 00378 LOT -233 IILOCK· HIU.MAHS UC WN BARDEH OF ECEH 2201 NE 20TH ST t 4N IO FT OF W III FT HJI.ULANS UC WN GARDEN OF EOEN 1M SPAETH l1AAOLD M 11!126Hf81.A1NfAVE RENTON WA 91KJ56.2727 " .. " N WAOLEIGH DAVIO A 1llOONEBL.Al~AVE RENTON WA 9111)56.fTn ARNOT ISEI01. 0718 tl17NWBLAINEAVE RENTOH WA --..,na OU FAIEDMANN Ei.EANOR I 1118 NE BLAINE AVE RENTON WA --.2121 #4N80FTOFWNl'T LOT ·23.3 BLOCK-HII..Ll,INd U( WN GARDEN OF EOEH II 4S 75 FT OF N 325 FT Of E 90 FT tt1i.1.MANS U( WN GARDEN OF EDEM 1, S 15FT OFN 326 FTOF E a!I FT LOT-2:1:3 8LOCt(. HIUMAN! lJ( WN GARJ(N OF E0£N t 4S 75 FT OF N 250 FT OF EN Fr HlJ.MANS LK WN GARCEN OF EOEN I 4 8 75 FTOF N 250 FT Of ENFT LOT-23! BLOCK. Hll..LMAHS U( WN tl'iAOEH Of aiN t 4S 71 FT Of N -FT OF W 1R ,r .. ;.LMANS UC WN ClAACEN OF EmHUS 1tFTOFNDFTOfW:"IFT LOT-233 lll.CICI(. HII.I.IWCI Ut .,_ GMD1iN ci EDEN t C.S 7$ no, N 171 Ff o, l c, 1T HUIWCS U< WM~ OF Elll!NI • s 11 "OFH 1'5FTOFE QFT LOT~ 1111.DCX-HIU..MAfiilS I.I( 11W1 ii.Oii,i Q/1, EDEN I '5 7S Ft~ N «1(1 FT OF £ t:I 1T HIIJJMHS LK WN ClAADEN OF ECOi 1, 111 FT OF N «xi FT OF E ti FT r ' "' .• • Description: King1 WA Document Order: 204656 Comment: Year.Month.Day.DocID 1992.902.1077 Page: 22 of 42 • 0 0 - ,! ' ; jj := ,; ~: !w,. ! _. i:. ,~ "' ·-r- I I ' ,1 -, ..... ·-.. .. " 0 0 ill WEST ll.£MHYOAl£ 8P£CIAL ASS£SSU:8'T DISTRICT AOU OF PAl'IC(LS WOl'llt4 DISTRICT I N~ APA.EB'/ JAME$ 'EOWAAD 1810 NE BLAINE A.VE RENTON WA 99050-21'27 -CA$1 ! LEOAt. pESCRIPflON: LOT .233 BLOCK, HIUMANS IJ( WH GARDEN OF EDEM I '6 75 FT Of N 4T5 n-OF E t8 FT HllWJl,H5 LI( Wl't GAAoEN OF EOEN • 4 81& FT OF H 475 Ff OF E 911 FT JANHIJliQ,I GARV CUFFORD I OENJS lOr.223 Bl.OCI(. HlU..MAHS U( WN GAAOEN OF EDEN 1DHf8'.AINfAVE U$7'fTOFN231FTOf'W08FT HIWIAHS AcHTON WA 8'I056·2nB-CR53 LKWNGAROENOF EDEN• 4 S71 FT OF N 238FT OF W le FY ""'" """' 1S'l3 NE et.AIM: AVE REN'TCW WA '1805f.V29 .CRS3 LOT-233 81..0CK· Hill.MAH$ t,.; WN GARCEN OF EDEN us 79 Ff Of N 117 FT OF WNFT l'III..UWIS U( WHGAAOEffOF EOEH I 4 S 711 FT OFN 317FT OFWOII A' l(C Tu Aad f; 334390-1243-DI " HOVEY MARIi'. A I MAU~ J 2ZZrE1,':lESSW25" r 0 r:---,,--•sc0 .. =,'o","•"s",""'="------,o•r•_,..=,.._0°""="-H1=UMANS==-.,.•,..=,....,..==-o,=EW1==,,,wr"""o-------- O ~~~~~~-c,1111 '!~o:=:i:~~~~~~n N RECORDING NO 7t0710II001 SD SHOAT PU.T OAF •W 1,Z 0 KC: Tu~ f: 334190-1~ OF I.OT 2.k OF MII..LNA,HS LAKE WASHINGTON GARDEN Of" £OEll1 N,:),,4 ' ~ --... ~-•oou.e==-=•sTEVEN==•w---------,,i.o•r•.,u=•._coa<="-•"wo=s...,=>U<oww=s........,==so1=.,,..=------------ I ~ 2124NEBLAINEAVE! llolEl/20FN111iFTOf"E1/2ttlUMAHS ·! RENTON WAte055"5N-cAII U:~OARCIENOFEDENt4f:1/20FH1t5FTOFE1f2 OS BYG\.ANO 8Rw.& l JENNIFER 22:lO HE 20TH ST RENTON WAf8058.27,U ICC Tu Melt: 334311)..1:.,C7-02 .. .. WARREN RALPH 1217 22211 NE 20TH ST AEHTON w,1. 98056-21.u YAUTHIER WIUJAM P 21,0NEIM.AfME: AVE FIENTtW WA INID55,45:!4 LOT-ZM 111..0Ct(· HIWW&S U(WNGAADENOF ECEN f E 1f20F S 1/2 lESS S!13.1t" EX HlUJiWd UC WN 8AAOEN Of~ II 4 E 1/2 OF B 112t.ES3121J.tltFT EX WZS "OF N 13.11 FTOF SDS21S.tl FT LOT·ZM Bl.OCI(. HlLl.MANS lit WN~OF EtlEM f tE II&. 16 FT OF S 130 FT HJU.l,IMCS LKWNGARDbl OF EDEN• 4E A1SFT OF S 13BFT I.OT .J:k 8LOCfC. Hlu.MtWS UC ~ GAADEH Of' EDEN f G 130 FT OF W. FT CF I!" ttt H1U.1U.NS UC WNBAADO<I 0, a:Efll • 4 8 !SIFT OF '#IOrfOF E IQ UJT ·ZM 8L.OO(. KIUJUl,IS LK WW QAROEN OF ED91 fat tRCJf' H 115 FTDFE t/2 Hill.MANS U(Wlrl;QAADel OFEOEH14W1/20FH fl5FTOFE 1/2 Description: King,WA Document~ Year.Month.Day.DocID 1992.902.1077 Page: 23 o£ 42 Order: 2Q4656 Comment: r ' i 0 0 • - r-r- 0 --" \INJTHIEFIWILUAM P 2'112N£8LAIN!AVE AENTON WA IIJ055..4524 ICC Tu A<1cU: 33431(1.1251-0S 0 0 WEST IC£NHYOALE SPECL\L ASSESSMENT DISTIIICT AOt.lOF PAAC:El.l WllHIN Ol8TIIICT I ..;.,.. \.OT·:z:M 81..()CK. HIUJolANS LI( Wk GAAOEk CW EDEN UN 1/2 OF E 1/2 l.EUN 11S FT HIU.MANS UC WN GARDEN Of' EDEN # 4 N 1/2 OF E 1/2 LfSI N 111 FT ... OAMANO'I' RICl«AO A & BRENDA R LCH!34 BLOCI(• HIUMANS UC ~ ONUllH OF EDEN N LOT A Of' CITY OF 22.!J NE 20THST FIENTOft s.«JRiPI.ATHIU.MANSU<WNOJ.RDEN OFEOEN k LOT AOFCtTY RENTON WA lll!056-27'2 OF REfrfTON SHORT Pl.At NON5"71 A11COA01HG HO 7SI01'10I001 $0$HORTPl,AT "' ZlQWEID DAVID Ill • JOSI K 2007 NE BLAINE AVE REHTOH WA 9811511•2776 l(C Tu ACQ I; 3:M3SI0-1253-03 102 SCHNEIOEA &IDEN 21t1 NE 111.AiNE-.VE RENTON WA 111055-4523 ICC Tu Atll't I; 33U91)-.1:25,I.Q2 '"' ROBERTSON RICWAAO PH!UJP ''"" 8lACK DIAMOND WA 08010 ON' •W f/2 ~ LOT ZM OF HILUIANS I.ME WASkiNCJTON QAAO£H OF EDEN M:i • LOT ·234 IWCK· KlUJ,WfS LX WH ONWEM OF ECEH M LOT U OF ClTI OF A£NT0H SHOAT PLAT HllUIAHS U< WM GAAOEN OF EDEN N LOT 8 OF CITY Of AOOOH SHOAT PLAT NO k.5-18 RECOflOINO HO 7t0710ICID1 SO SHOAT Pl.AT OAF •W 1/'J.OF LOT2:M OF HILI..M~ I.AKE WASHINGTOH G4RO£H OF E0EHH04 LOT-234 8UJCK· 11l.J.IWCS U< WN GAAOEN OF EDEN M LOT C OF CITY OF RENTOH SHORT PU.T HIUJ,IIAAS~WM GAACJENOF £OOI M LQTC Qf CITY OF ~HT<.:~ SHOFIT Pl.AT!«) Nl,71 RECOROINCl NO 1'0710I001 SD SHORT PLAT OAF •W IR OF LOT 0, OF HlLIJU,lriS t.UCE WASHINGTON GAROEJi 04' Et1CN NO <I LOT-243 Bl..OCK· HI\.UIANS LK WN ClAADEH OF EDEH M HIUJ.IAHS UC WN GAADEN OF EOEfrt N (\; KC Tu. Acct I: 3313t0-1-41 82-...,,0,.,--""""'=0 .. =THE=s=,0.=.=c-----,I0"'·1.2,t4 ISI.OCI(. Hll.l.MAHS UC WHOAAOEN OF EW 0 1000 NE MER'OEl:N AVE US 11$FTOF N 241 FT tUUllAHSlKWNQARDEHCIF ~ RENTON WA9&056 EOENUS115FTOFN2UFT ICC Tu AeQ t: 3343110-1600-03 '" "' ... POMMEAvlu..E ~ A 1822 NE A8ERO££tl AV6 REMTONW4~ AVNHIHG AN0AEW O Ol1I TOI NE ABERDRNAY NE AEJfTON WAt:11116 WOOOS RA"1IIIONO I I HEAfHaiJ 11102 E' 211TH AVE CT SUOIEA WA__, LOT -244 BLOCI<· HIWIANS LK WN GARDEN OF EDEH I 4£ SO FT OF 'II 171 FT OF H eo FT Of8 lill.LtilAHS UC WN GAROBt OF Et)8I. t<I £$0 FT OFW 1t$FT OFN8lFTOF S 107 FT LOT ·:Ml lll.OaC• HLLMANS U( WM GAAOEN OF EOEH f '5 7UO Fl HUlWtS LX WN CW1DEN OF EtEM I 4 ti 13.&0f'T LOT ·2'M ll.OCK· H1U.N,AN!J UC M4 ON1001 o,. £OEN , .. 1'20IF-WlaFTCF N IS'1' HI. 1MN1 UCWNGNICIEN Cf EDEM I •N 112 at W •FT OfNtaFT LOf~ aocit-HIWIANS U( WN GAIIDEN OF EDEN f<IS 1/20IF-WC, FfOI' N ta FT~ UC_,,, GAAOEN OFEOOI 1481f20f'W1'"0fN tft FT r 0 Description: King,WA Document Order: 204656 Comment: Year.Month.Day.DocID 1992.902.1077 Page: 24 oE 42 f I I I • .. 0 • I 0 0 - w ~ iii ~ ~ , .... . ~ .·' ~ "' ';:I .~ .... ! u.- ; V'I: ;~, j -IC. ' :c: ,... 0 N ...... -... ECKERMAN EDWARD W 2131 NE 20TH ST RENTON WA IIIOss.2744 KC Tu Aot1 t: a:M3V0-160S,-09 '" .. COi.JUN MORRIS W IINNE A8£ROEENAVE REHTON WANCSI KCTu~l;3.1Alll0-1047 '" HACKMAN avrmuoe 1111(1(1HE "88'1CEEN A\'E AENTOH WA N0$8 KC Tu Aod I: J3090.1l507-oll "' '" P"1.M 0AU: A & CHERRIE L 18Hi HE ABEAO£EN AVE AENTOM WA NOSS f'OMEAVILJ.£JOl'IN A 1121 NE ABERDEEN RENTON WA III056 0KCTu Acd I: .13o&..'ISIO-Toot-CM 0 0 • M'ST Kl:NNVDALE SPECIAL ASSESSMENT DISTAICT ROLL OfePARCEl.S wmtlN DISTRICT I LEGAL OESCf'NPTION: lOT·2'18l.OCK· HIUMANS LI( WH GARDEN OF EOEN f <IN 126 FT LnS Wta FT Hlll..JilANS U( WN GA.ROEN OF EDEN 14Nf26FTLESSWNFT LOT -2'4 BLOCK-HlLJ.MANS U( WN GAI\O(ik OF £OEN I 4S M Fl OF N 385 FT Hll.LMANI UC WN GAR0£N OF EDDI U 8 8' FT OF N 3G$ FT LOT-244 BLOCK· HIL1.MANS U< WN GARDEN Of EOEN 1 CH 13.!iO FT Of S 1,1 FT tilLUU.NS LK WN GAROEN Of EOEN 14N7"0 FTOFS 147FT LOT-a"4 BLOCK· Hill.MANS LK WN QARtEH OF EDEN UN 10 FTOF U07FTOFW IZ$ FT HIWIAN$ U( WN GAflC)fN Of E0EN I 4 N60FTOF S2fll FT Of' W 125 FT LOT-241 Bl.OCI<• HILi.MANS UCWH GARO£lo' OF EDEN ''1.ESS ;; 355FT LESS S 147 FTLESSNHIU.MANSUC WN GAROfH OF EDEN I 4 LESS N 365 FT LESS 8 1'47 FT LESS N 60FTOF W 175 FT OF S 107 FT Of SD lDT t'l'o--~.,-~====.-----===========---------. i....1-" i 114 NATIOHJ ..... ESWZ LOT-244Bl.OCl(-HIU.M~St.KWNOAFI06NOF -.... . N !132NE ABEROEE:NAI/E ED[Mt4$80 FTOfN:111 FT HIUMANSUCWNGAROEN I ~ '. I I . J '! O' fl£NTON WAOI055 OfE0EN14S60FTOFN301FT 1(C Tn Ac:d I: 33'390,1810.01 "' "' HAAT VIRGINA '11, KATHY SWANSON LOT-MS ILOCK-HIU.MANS UCWN !lAROEN OF EDEN I SANORA.PATTON I CS 70FTOF N 115FTOF 8 112 HIUMANS UCWlril 8ARDEM 1500NEAIEAOEEN OF£0Ef04S70FTOF '115FTOFS112 RENTON WA '9056-2119 LECKIE AONM.O 8 & 8ERHY£CE {t1IDI Nia AIEAOEEN AV£ E RENTOH WAIII056-SM I.OT 4'1$ IILOCI(. HIUJ,INCS U( WN GAflOEN OF IDEM US 1/2 LISS E t50 FTI.ESS N 115 FT H1U.11ANS UCWN (WIC)8I Of' E0EN I 4 8 112 LESS E t50 FT LESS N 111Fr lOT.-ll.OCI<-H1L.U1ANS Lk WN GAROEH OF EDEN I tN 112 CW-N 112 HIUJWIS U WN GAflDfN 0,. EDEN UN1POFN 112 KC T• • t: 3)080.19Q,03 '" PAITENAONALDC 1832 ME ABE11DEEN AYE E: RENTON WA lflQ56.2134 l.OT-M 111.0CM-HlJ..MANS UC WN GAAOEN o,i E0EH • 4H 45 FT OF S 112 I S ti Fl' OF N 1J HILi.MANi UC WNOAACIPOHDEN UN. FT'OF S 1/l I 8 11FTO, N 111 r , ! I C7 • Description: King,WA Document Order: 2Q4655 Comment: Year.Month.Day.DocID 1992.902.1077 Page: 25 of 42 0 • 0 I ' I 0 - 0 • . , . _,..., ~ ~ ~ 12 ·1 ~ ~ « . :I id~ -~ ~: 'w, ! -' C. "' "' '" WEST KENNYOALf Sf>£C1Al ASSESSMENT OISTRlcT AOlL Of PARCELS WITHIN DISTRICT I Nlll'N}A6drn1 '"'""' EVERTFENJE 1708 NE ABERDEEN AVE RENTOHWA ll80S8 HU'rC::HJNSON ROBERT E 2124 NE 18TH $1' RENTON WA N05M7S5 SHORT RONALD R JR l C:INOEE IC 2116NE1STH$T RENTON WA 1180S5.'?755 "''" 0£SCAIPTIOH: LOT-245 BU)CK-HII..LMANS U( WNONIOEN Of EDEN "45 112 OF N 1/2 LESS S 15 FT HfllMANS UCWN GARDEN OF EDEN t4S1(20FN 1/2LESS116FT LOT ·246 BLOCK· HIUMANS LK WN GARO£N OF EOEN • 'E 70FT OF 8175 FT HIUMANS LI( Ml OAAtlEN OF EOE"! 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RENTON WA 910SS GAEEtl BERLE 1131 Ne; A1ERD££N A.VE J't£NTON Wll. tl055 REVNOU>SWA !1129 NE ABERDEEN AVE AENTONWAfl8056 Description: King,WA Document Order: 2Q4656 Comment: (' 0 0 WEST KENNYOALE SPECIAL ASSESSMetfr DISTRICT AOLL OF PARCELS WITHIN OISTR/CT I 1.£0"'- 0ESCRIPTlON; LOT,251 B!.0Ct<• HILUolANS LK WN GARDEN OFEOEN ltE 1/2.0FN l/20FN 1/4 H!Wl~'.)'.WNOAADEN OFEOENI .(la 1(20FN 1J20fN 1/<I LOT-251 81..0CK· Hlu.MANS LK. ~ GARDEN OF EDEN tU t(iOF Nl/4 HILU,IANSU<WNGARc!ENOFEOEN t4Sl/20FN1/4 LOT-251 SLC';:JC. Hill.MANS UC WNllAAOENOF EDEN I 4W tl':OF' N 1/20F N 11, HTW,l.f,H! UC Ml QARCl£N Ol=EDEN t4W1(2CFN 1J:20FN 1/4 LOT.RS1 BLOCK• HILUtAHS UCWNGAAOENOFEDEN UW 150 FTOf" S 1/2 LESS S 140 fTLE HILI.MANS LX WM GAR0£tt OF E0EN t 4 W 150 FT OF S 112 LESS S ttO FT LESS N 6 FT lOT,251 8lOCK• Hill.MANS LK WN G~AOEN OF EDEN 11 '815 l"f HILW.ANS LI( WN GN\OEN OF EOEH f 4 S n FT 1.0T·HI 8LOCI<· till.LMANS U( WM OAAQENOF EOfN ll<fH 1/20FS 1/20FN1/2& NSFTOHJUJ.IANS UCWN GAROEN OFEDl:N lot N 1/2 OF S 1/20f H 1/2 & N 8 F'TOF S 1/2:0F-S 1/2 OF N 1/2 LOT-251 BLOCK· HJLUM.NS U< WN GARDEN Of EOEM 1145 1/70f:'S 1/20FN 1/2LESSN&Ftfll..UIANS U<WN GAAOEN Of EDEN t& S 1/2: OF S 1/2 OF N 1/21.ESS Nt FT 1.k8FT0FS1/2 lOT-251 BLOCK· Hlt.l..MANS UC WN GAflDEH OF EDEH t ~ BS fT OF s 140Ff HIU.llANSUt'fWN OMCEN OF 'Dalt .. 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Htw.lANS LK WN GARDEN Of' EDEN l4POA OF E 150 FT BEG AT SW COR THOF HIUMANS lJ( WNGARDl!:N Of EDEN I• POR OF E 1SOFT BEG AT SWCORTWOFTH N150.&fTTHSELYIM.5&FTTO fl'T'1 fT N l90"W0f.SECOR !lOfflTH SIi FTTH weo FTT081:0 LOT .m BLOCK, HILlMANS lK Wf,I GARDEN Of' EDEN f'810f ;-oFWt11/2FT HIUMANS LK WN GARDEN OF EDEN ,USIOFTOF Wll 1/2f1 LOT -252 I '63 BLOCK• HIUMANS lK WH GARDEN OFEDeN 114a52LESSSl0FTOFW 111/2HIUMANS lK WN B.\FIOEN OF EDEN I 4 252 LESS S80 FT OF W11 1/2FT LESS E 150 FTEX N12FT & S 1/20f' N l/20F 263 LOT-254 lk..CCK· H!LLMANS UC WN GlliflCIEN OF !;OEN • 4S 11' LESS W 100n LE$S ii 70" HIW<IANS U< WN GAl'IOEN OF £OEN l<C S 1/4 LESS W 100 FT LESS E 70 F'l' '" u -KCTa.Acctl:334390-20014 ~~ 144 hALLISONSTEPHENF&PATRICIA 2016 NE 24TH ST RENTON WA9110511·2257 LOT-~ 8l.OCK'· HILUAAHS LI( WN GAFIOEN OF EDEN f 4W 100 FT OF 15 1/4 H1LL.UAHS LI( WN GNIOEN OF EOEN U W 100 FTOI' S 1/4 ;:: 0 z .I'• I I . ' J k ! "' 145 FREY JAA1£SO JA ... 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I: ~2901 ,OI '" WESTLUND EAAL A & JOANNE M 1P30SE43A0ST ISSAOUAH WA III027 .VOOIJ .RR 1, LOT-274 BLOCK. HJUMANS LK WN CA.ROEN OP EOEN t 4E 30 FT OF S 180 Ff HIUMANS I.K WH oAR0EN Of EDEN • • E 30 FT OF S 190 FT KC Tu ACd I: .tM3t0-2802-07 "' CUSTOM SHOWCASE 8U!l.OERS CO LOT-214 81.0CK· HJI.UIANS LX WN OAROEN OF ED&.N I 4W &.! FT 1420 IIWOIUIAN BLV0fn51 1.E$S8 xon lilt..LMANSUCWN OAROEll OF EDEN ,,wu ISSAQW.H WA 98027 FT Ui:SS S 200 FT KCT.,.l,cd#:~ "' "' COW~JOHN 1930 NE2.tl11 ST RENTON WA '905&-1'2111 -cASa BENNETT NANCY 281lNE.IONESAVE RENTON WA N066 LOr.274 Bt.OC,::. 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POA TRACTS 278 & 277 2622 NE JONES AVE OAF• B HIU.MAHS LI( WN GARDEN OF EDEN 114 POR TRACTS 271 & 277 OAF· BEQ NW RENTON WA II05i8 COR OF TRACT 277 TH S eM).59 f! 114.4"4 FT AL~ N LNTH 8 °'33-45W N.40 FTTH N ft.M-13W k H FT TO BEG OF CRV TO RGT WITH RAO 20.0oFTTH ALG SOCflV HAU C/A Ofl0.~58 AN ARC ()j$T OF 11"5 WESTLUND liARL A & JOANNE M (\J 1420 NW GIi.MAN BlVD U3SI LOT-212 BLOCK· HtUMAH$ LK¥m GAROEN Of EOEN f USS WIIIFT Of S ISO FT Hlli.MANS UC WH GAADEN OFECE:N f 4 LESS W OIi FT OF S 1C0 l'T C) ISIAOUAH WA Ml»7 ~ t<C Tu Acc:1 f: 334390-31:ZO.OO "' "" "' "' CA~A08EATN 125U9SE17THST -... - CAVE 1'08EAT N 1a$TISE17THIT 8£LLEVU!: WA MOOMII03 LOT·2'2Si.0Clc:· HIWMNS LICWM GAROENOF EDEN I~ 111,r OF I 150 " HllUIANS U: Wtrt (IAAD(H Of' EDEN f 4 W ti FT OFS150FT LOT·2DISt.CC1c:. taW1NG U(Wtf QMDEN OF R:IEN f Jsa I 1/1 lESS N 75 Ft Of W ct Fl HIUJMNS UC WI! 0AA0EH Or EDEN t4 LE$$ G 1/ILESSN 1'$ FT OF WN P'T LOH831St.OCI<• HIUJ."A'fS UC: WN ONCEN OF EDEN I a 1/1 HIUMANS LIi: WN OAAOEN Of Etiai I 4 S 11' r I ' ' 0 Q • Description: King,WA Document Order: 2Q4656 Comment: Year.Month.Day.DocID 1992.902.1077 Page: 31 oE 42 • I 0 0 ·-·-- w :: ~ 0 z ~ % ~ z ., ~ ~ "' '::i ~~ : u_- .! ~ l w, I ~, ~ I % w~ ~~ "'o ~ > ~:::: ' ~~ :I ~~ ~ :!; •: w ~~ z~ ',;lo ~~ ::lw .~s . "' .%~ ~- ~!:; "' ,, .. C z .. I ,.... ,.... 0 I ' I . ' ' I I 0 0 WEST KENHYOALE SPECIAL .-.SSESSMENT DISTFUCT ROU. OF PARCELS WITHIN OISTl~ICT '""' -"' KAYKEVINK 1IOO NE 20TH AVE RENTON WA II0058·2640 ·CREa KC Tu Aoc.11: ncm.3200-ll'J "' CORE DOUGLAS C 1128 NE 20TH ST RENTON WA 98058-284(1 KC T11>1 AcQ I: ,3343g0.3Z0142 '" "' "' ... "' "' BAOWNFIEI.O KEITH W 1124 NE 20TH ST AMON WA 08058-:&,0 flCHL CHARLES A & WIN1FREO K 2Co. NEJONESAVE RENTON WAIIIOSIJ.265B-CR68 KINZER DARRELL 17J3NE21>TMST RENTON WA 98058-29'3 .CR6a ARENS R08EAT F 170:!NE20THST RENTON WA 9805$<26'3 .CA6i' AI-IENS ROBERT F 1103 NE 20nf ST RENTON WA88058-2643,CR88 EGAN EDWARD JOMN Z100JONESAV£ RENTON WA 9805ll•ll656-CA6a MADISON 11 o, se:m::cA ""2 SEATTI.E WA98()$$.3170-CA02 I lfOAl QESCRIP"l'ION: LOT .z84 &.ocK· HIUMANS L.l( WN GARDEN OF EOEN I CS 134 FT OF W 1:20 FT HIL.l.MANS LK WN GARDEN Of EDEN US 134 FTOFW12'6FT LOi-~ BLOCK· Miu.MANS UC WN GARDEN OF EDEN I 41.ESS W h'8 FT N OF S 2'J4 FT LESS 8 Hill.MANS LI( WN GARDEN OF EDEN, 4 LESS W 1211 FT NOF s :r.M FTLESS s 234 FT WOf E ff FT t.OT-2'M BLOCt<-HIUMANS LJ<WH GAROEfl OF EDEN I 4S 134 FTLES$ W 128 FYLES$ E 28 FHIUMANS LI( W!ol 04AOEN OF E0£:N I, S 134 FT 1.ESS W 1t'S FT 1.ESS E 2G FT LOT•2&4·293 et.OCK• HIUJilAAIS UC WN OAROEN OF EOEN • fl.OTZ OF CITY OF fl:EWTOH SHOAT MllUIANS LK WH GA.ADEN OF EOEN 'f LOT 2' OF CITY OF RENTON SliCIAT PLAT NO ec>-a7 RECORDING NO U05099008 SO SMOAT PLAT OAF• TRACT 293 U:SSW 1&5 FtOFS 120F1 TOWN TOO FT Of' 8 ZN FT ot TRACT ff' 1.£SS ELY 21 :"'T TOW W 129 PT OFTFIACT 2M LESS S Dt FT LOT-28S BLOCK• MILUIIANS LI( WN GAflOENOF EDEN If HILUIIANS UC WN QAf'IOEN OF EC&N t 4 LOT-211! BLOCK· HIUMANS LI( WNOAADEN OF EDEN 111<11 lOT 3 CtT'f Of RENTON SP 130,;'I M-HILUIAHS UC WN GAROENOF EOEH "4 LOT 3 CITY Of' RENTON 6P 1,0.71 J,; t1I07JIOTOSI SO PLAT OAF TR212 LESS S »a f:r LOT-3a ULOCK• HIU.IIINIS LI( WN QAAOEN OF IEOEH '4 LOT 4CITV!Y R£NTONSPt».71AF IW.UANSUCWN OAAOEN OF £OEN M LOT 4 Cll"f' OF RENTON SP 130-79 AF UI07210781 SD Pl.Al D»' TRll2 lESS t.:: SIIO '1 LOT,213 BLOCIC· HILi.MANS UflllN QAAOEN OF EOEN I "-OT 3 OF CITY OF AENtoH SHOAT PLAT HILLMANS LK WN GARDEN OF Et:£N I 41.0T 30F CITY Of AEHT0N SHOAT PLAT HO 80-&7 RECOADING NO IIOiOIIOOI SO SHOAT PLA1'W -TI'IACT21:3lESSW l~FT'Of8 11()'1 TGW N 100 FTOf S 04 FT OF TRACT 3M 1..ES1 ELY21 ,r TGW W 1 :i!CI FT onRACT DI LESS 8 P, FT l ~ ·,311 &.OCK-HlLl.MANS UC WN OAROEN OF EOl:.N I U,f 1/2 MILLMAN$ U( ~"N OAROEN OF et£N f 4 N 112 ...... I I Description: King,WA Document -Year.Month.Day.DocID 1992.902.1077 Page: 32 0£ 42 Order: 2Q4656 Comment: 1 ! • • • I 0 0 r .,·. 0 0 WEST t<ENNYOALE SPECIAL. ASSESSMENT DISTRICT F10LL OF PA.RCELS WITHIN DISTRICT 188 CODIQAQ E&MAAI£ 221, Ne JONES AVE. ... "" "' ... ... RENTON WAN06f.lNS4-CR811 TAYLOl't LORAAJNE 2208 NE JONES AVE RE~ON WA INIJ!i6.as. ,CR81 MOSE'.RNORMA 221 E BAU..ANTRAE SHELTON WA 9115114 0W£/IIS CHARLES KIi NEJON!cll AVC: RENTON WA 99056-2271.CRGe BLONDIN UAPlk A I JAMIE A 2402 NE JONES AVE RENTON WA 98058 FFIA~ISVEFINON N ~ NE: JONes,we RENTON WA teo5S SWEEN JAMES F H14NeJONESAVE IIENTON WA t:059·2271 -CA811 SCHL[l~EA MILO FA 2'32Nl!'.ICIHESA'IE Rl!NTON WA IIGOIS I.OT ·29-4 BlOCK, HIUMANS U( WN OMOeN OF ECEN I 4N 150 Ff OF S 1/1 HIL.LMAA:O U( WN GAAOEN OF £oau 4N 150FT OFS 1/2 LOHM BI.OGK0 IUL1.MANS U(WN <WIDEN Of EDEN f 4S 1/i' LESS N 150 FT HILUIANS U< W/11 GARDEN OF EDEN I• 8 1/2 LESS N 150 FT LOT-275 Im Bl.CCI<· HIWIANS U( WN QAA0£NOFE0EH I 4 PARCEL A Of' SHOAT A.AT r·o S-Hru.w.t.is U( WN G:AAo£N OF EDEN I 4 PARCEl A OF SHOAT Pt.AT NO s..t-14 RECOROINQ NO 7&0l02Cl!C9 SO Pl.AT OW: BEG N 1/4 OF !IEC~2M TH S l).Jl.45 W II01 FT TH N ft.5043 E II FTTO TPOB TH S0-33..UW ,,usn TH ELY PLW S lN TR 1'815 sol'lAT253.60 FTMA. TOE lN LOT 475 a ffl BlOc:I(. HII.LMNfS LI< WN GARDEN OF EDEN k LOT C lE&8 POO aEO NE COA $0 HII..LMANS UC WN GAAOEN OF EDEN .. LOT C LESS IIOR 81:0 NE C0R SO LOT Tif st.Y ALO ELN1 FTTH NWLYTAPONNLHOfLOT caoFTWOF NECOROF SD LOT TH ELY ALQ N LN 20 FT T08£0 RENTON StiOflT Pl.AHM-14AF 1760302050D SO PLAT OAF BEG N 1/4 COA SEC 5 T 2'.VI 5 TH LOT·ffl BLOCK, Htl..l.MANS LI( WN GAFIOEN OF EDEN I 4S 9$ FTOF W 13' FT row N 25 l'T OF MILUIANS U< WN OAR.DEN OF EDEN I 4 S 95 FT OFW 13' FTTC3WN251'TOf 8120 FTOFE31!FTOFW 1:MFTOFSOtoT t.OT·'7S I, ffl Bl.OCt<-Hll.LIMNS U< WH QAAOEN OF EOEN • 4 LOT II TOW~ LOT C BE0 NEC HIUMAHS LK WNQAR0£N OF EDEH I 4 LOT B 'TOW POA LOT C 8£0 NE COA LOT C TH Sl V AlQ E U4 7 FT TH NWI.Y TAP ON N LN OF lOTC20 F1W OFNE COR OF SO LOT TH Et..Y ALG N 0,t 20 FT TO BEG RENT OH SHORT Pl.AT ,s....14 AF t7GCl3020!Dil SO Pt.AT OI# BEG N 1.i400R SEC 5T 23 R lOT ,215 Sl.OCK• HILJ.IIWIS UC WN OAROEN Cl EDEN • 4N IO FT OF $ :Ji4 LESS P(IA l Y NL 'f O MllillAHS U( WN GAROEN Of EOEH UN CO FT Of/ S lit LESS POR l Y fr«. Y OF lN 8AAP cw W lN t•U FT S FR MW 00A TR2'll5 7H N -.OM 1 ITO E LH SD LOT 215 LOT.ffl ii.oeii:. HIWilAHSLK WN ONllEN OfEDEN I 4S 70 n OF N bO n 01 I #f HILUIAHS U( WN OAJIDtN Of £DEN, .. S 70FT OF N Dl n Ol 9214 --,.~,-,iiccoAii===,,,'•"•~-----,u,=,..,..,.,.,.,,.,,oc,,,,,..>"=w••=• .. •,00<-o;..=o•-=•,'""o,'"""""""•"•,...-------- 2«11 NE JONES IN NE LOT C 0# REll{TON 8110ftT l'lAT ,S.JtA Hlu.MANS LIi WN RENTON WAlltlOS5 QAAOEHCWEOPl 14LOTCOVA8n'Ofrf8HORT Pt.ATIS-71 AtJ0 f1'70725l:D,I $0P1.AT ~I~ LE$8N D:lfT I I.ENS N FTOF W t:MFTI Ll:$618 117 FTO,E 12QFTIU!NWl8FTDfl! IMFTO, N 25 FTOf S 120"0, FOI.GDhC TIITH4T IIOA TFlm&AU. ...... ' r I l I i " .• • Description: King,WA Document Order: 2Q4656 Comment: Year.Month.Day.DocID 1992.902.1077 Page: 33 of 42 • • 0 i I i J ' w :,: ;; z ~ x .~ ' z . .,g "' ' ;5 ..... '""" '" '" 0 0 WEST KENHYOALE SPECIAi. ASSESSMENT OfSTFIICT AOlL OF PARCELS WITHIN OISTRICT DONOFAIO FRANKE 2G08 NE JONES AVE RENTON WA ~2271 .Cfl61 MOODIE JOHN TI AUJilENT USA f 732 NE UTH 8T I ~a~ DESCRIPTION LOf.205 BLOCK· HIUMANS LK WN OAAOEN OF EOEN I I$ 10 FT 0,: N 160 FT OF S3/, H!LLMANS U(Wff 0ARD£N Of EDEN I 4 S 70 FT OF N 150 FT Of S 3/4 ~~ RENTON WA llfl056.2263-CR68 LOT·295 BlOCK· HIUMANS LK WN OAAOEN OF EOEN l4ESOFTOI' S 157FT HIUMANSU<WHOAAOEN OF EDEN lil•E60f'TOF S 157 FT ' 'u:-.~ :~r "" ; ~, ; ~ " 'w~ : ~ : «o ~ ~ :::? t: x~ ~ .. ~ ~o w ~" z~ ~~ u 0~ 0~ Q w "~ ~- '" '' 0 z ' I ! :I '.i I ' I 19; DlMATlEOJ.4MES E 1726 NE 21TH ST AENTON WA ge058.22f13 ·CR68 200 FLt.1,uNQ JOHN El GWEN F 2422 NE JONES AVE RENTON WA~ .,, BARKER SHAROO A :141,NEJONESAYE RENTON WAIIIIOse 202 SCHUMSIO' DONALD 20111 NE JONES AVE ,._ RENTON WA D8056·265S ·CA&B " ,.._ (\J 200 FANNING GEORGE A ~ S? KC Tu Acd I: 33445().(11 ~08 i O 2021 NE JONES AYE ' ~ REfffON WA III056,2t,51-C:R68 ' l-;; ' (t-, l(CTuA,;:ctl,33'(50-012fl.G7 SCHUUSICV DONALD 2019 NE JONES AVE A.EN·, ..}k WA 9IIIOS$..2'SI -CAG& KC Tu Accl #: 3:k<l.50-0131-00 "' OUlliCEV ALEXANDER V & w.AV 2mS NE JONES AV£ RENTOff WA lilll056·2659 -CRIB LOT-2"5 &LOCK· Hill.MANS UC WN GARDEN~ EDEN I 4W 80 FT OF E 120 FT Of S 157 FT 11/UMANS UC WN GARDEN OF EOEN I 4 W 60 FT Of: E 120 FT OF S 1S7 FT LOT .195 BLOCK· HlliMANS LK WN OAAOEN OF EDEN #4 LOT A OF RENTON SHORT Pl.AT 2!-78 A HI\J.MAHS Lk WN OAAOEN OF ED£N 14 LOT A OF AEHTON SHOltT Pl.AT fS.>*AUO mon50e31 so PLAT OAF S ,µ LES8 N 220FT & LESS S 9.5 FT OF W 1:W FT & LESS S 157 Fr OF E 120 FT & LESS W 3B FTOI' E 158 FT OF NU FT OF S 120 FT OF FOLO oesc nrrtt,\T POR m 215 I All LOT·ffi 8LOCI(, HIUMAHS U< WN BARDEN Of' EDEN"' LOT 8 OF RENTON SHORT PLAT 2S.78 A HIUMANS lK WN GARDEN OF EDEN #4 LOT BOF RENTON SHORT PU.1" ~71JAUO •no7250e31 SO PLAT OAFS 3141.£SS JU20FTI LESS S95 FT~ W t3* FT a LESS 8 157 FTOF E 120 FT I I.ESSW 31 FT OF E 1116 FTOF N ts FT OF S 120 FT OF FOLO OESC mTHAT POI'\ TR 275 a AU. LOT-326 8LOCK· HlUMANS LI< WN CIAACIEt' OF E0£tl I SN 118 2/3 FT OF S 1'3 t,'3 FTI.ESS SHILL.MANS LKWNGAROEN OF EDEN I 5 N 98 2fJ FT OF S llkl 1/3 FT LESS ST HWY LESS E162FTOFN12FT LOH26 a 32T 8LOCI(, H!UM,t,NS LJ( WN GARDEN OF EDEN • 5E 102 FT Of N 12 FT OF S 113 HIUMANS UC WN ClAAOEN OF EDEN I 5 E 162 Fr OF N 12FT OFS 1131/3 FTOF 3281 W 1/2 Of N 81/3 FT OF 3261, W 1(2 OF 890 FT OF 'JZ7 IS I FT OF NI Zf.lE 1/2 OF 326 LESS POR FOA ST HWY i.OT-326 81.0CK-HIU.WAHS UC WNQAROEN Of! EDEN t SW210 FTOF N 10 FT OF S 111121J FT HILl..l,W,IS l.KWH 0AADEN OF EDEN I SW f10nOF N 10 nOF SDI~ n l.£$S ST MWV I 2A LOT,328.327 BLOCK-MIUJ,IANS U(Wtrf OAROEfrj OF EDEN t 51!! 1,'l!OF FlG N2{JnOF:l211HILU,IANS U<WN GARDEN OF" EDEN I 5 E 1/2 CW FLO N 2/3 FT OF321 I 5 ,0 FT Of 327 --··· l I I ! Description: King,WA Document Order: 204656 Comment: Year.Month.Day.DocID 1992.902.1077 Page: 34 of 42 r • 17 • • I 0 0 ,32~~.Q I I I j .--, 0 __ ._ .• 0 I WEST KENNVOALE SPECIAL ASSESSMENT DISTRICT AOLl OF PARCELS WITHIN DISTRICT w :,: -0 z ~ X .-z -'J~ -~ . ;:'; '"'"' -"' .JANE JOHNA 2100HEHIGHAVE RENTON WA9805ll-:l61S-cRSII KC Tu Acd f: 334450-0\BS-09 ''" SP.t,AROWWJWAM M 2033 NE JONES .\VE : ;j .t-RENTON WA 980!8-265'i-CA68 -~ :::r KC To Mel#: "4450-0168-08 w, ~, "' ~ x• HOLT ESTHER L 21:l4NEHl13HAVE RENTON WA 98(15(1.26!1 ·CRSI Wr :.~ ~o ~ > :I ""'" ' x~ >-~ ~ . !; w ' >-X z >-w >CO ~- : ~'!5 I o 'w • x~ >--~-·-- '" ~ >-0 ~ J :I ·i ~ e- l· b KC TuA!'Ct t: XJ.44S0.0180-00 "' '" SPAARO'W WILLIAM M Eo,eo 2033 NE JO~ES RENTON WA980S&-26M.CA68 Ul.A!CH DANIELE a CAROL 2125 NE JONES AVE RENTON WA IIBOS&-:l657.CRU kC Tu Aoct t: 3344!5CJ..D182-0B "' '" KNUOSONA 2116 NE HIGH AVE Rf.NTOtf WAV.,OSS·26,8·C:A61 CH,t,VISLYNNA 2218 NE HIGH AVE RENTON WA g&DSg.:;_1617 .C~ -KCTh'ACCII: :l:3,&,tS0.01IJll-01 . f •• 21 213 STl:WART ICENNl:Ttl JACl(S()N JA .. SN 2t»NEHIGHAl.t: lilfNTOH WA 98051J.26111 oCRGII ,: !J' KC Tu.A.:etl: DWS0-0111o--Oa '" PRESTON OEOAGE C 221 7 NE JONES AV& AE"'1"0N WA 118056-26S5 .CF1611 l(C Tu Ac:ct I: 33445().0191.Ql "' UlJUCH MARTIN J Z109 NE JONES AYE RE'-ITON WA ta058,ffl5 •CRtl I U:GolJ. OESCAlPYION: I.Or.:!~7 BLOCK· HILLMMIS LKWN GARDEN OF EOE.N f SW1J20FN 110FT LES~ POA TOST HILLM.a.NSLKWN GARDEN OF EDEN t 5 W 1/2 Of N 110FT LESS POA TO ST lOT-327 8lOCK· HIUMANS LI( WN GARDEN OF EDEN f SE l/20F N 110 FT HILLMAN$ LI( WN GARDEN OF EDEN fH1/20FN110FT LOT-328 8LOCI<· Hrt.LMAHS UC WN GARDEN OF EDEN I SH 1/2 LESS E fOOFT LESS ST KWY H!LLMANS LK WN QAAOEN OF E0£N # 5 N 1/2 LESS E I CO FT LESS ST HWV lOT-328 bl..OCK• HILL MANS LI( WH GARDEN OF EDEN I 5lES$ W 125 FT Of 5 1~ l YO ELY OFS HIL1.MANS U< V.-N GAROEN 01'" EDEN I 5 LESS W 125 FT OF S 1/i LYG ElY OF ST tfNV LOT•328 BLOCK• HIL!.M.t.NS U( WN GARDEN OF EDEN I ISE 100 FT OF N 1/2 t!II.UIANS LI( WN GARDEN OF EDEN I SE 100 FT OF N 1/2 LOT ·328 BLOC'(-H/lLMANS U( WN OMOEN OF EOE.N I SW 125 Fl Of S 1/2 L YQ ELY OF ST HW 1-ilLI.MAHS U< WN OAAO£NOFEOEN#5W 1iSFTOf S 1/2LYGI ELYOFSTHWY LOT-329 BLOCK· HILl.MANS UC W"I GAA:leN OF EDEN I SN IZ8FT U:SS EIOFT LESS ST HWY HILLMANS U( WN GARDEN OF EDEN I 5 N 121 FT LESS Ii IO FT LESS ST HWY l~ ·:la BLOCK· HIUMANS LK WN GARDEN OF EDEN I $1.ESS N 129 FT LESS E IO FT LESS 8T HTU.IIIANSU( WN G~ OI' EDEN I SLESS N 129 FTltSs E 10 FT LfSSllttWY LOT .m 111.0CK· Hill.MANS 1,.1( Wff GAAOEH OF EtlEN I SE CO FT L'5S S 100 FT H1UMAN8 Uf WN QAAQ£N OF EOEN15EmfTtnsl tOOFT LOT.»11 Bl.CIC~· Hill.MANS U( WN QAROEN Of/ ECEN 155 IOOFTOfflOFT HJLl.MAHS LIi WNGARDl!.NOF EDEN ,ss ,ooFTOF E .," .... ,, Description: King,WA Document Order: 204656 Comment: Year.Month.Day.DocID 1992.902.1071 Page: 35 0£ 42 f I • " • • I 0 0 J2x~O "Z-:!c.<-:,....··' = - ., ·r· I .. •,. l I 0 0 wesr KENN't'OAU! SPECIAL ASSESSMENT CIISTAICT AOU OF PARCELS WITHIN DISTRICT '" RAT~YAN 2J01 NE JONES AVE RENTON WA NOSl-2153 -<:AA KC Tu Aod 1: 334450-0211Ml4 '" HANMOON3 nDO NE HIGH AVE R~ WANC$N111.CA68 KC Tb Acct I; 334450-0211-03 "' L'NOOREN OAVIO I O£tOAA I( m.t NE HIGH AVE RENTON WA IIIOSS-2fl17.CR68 KOT~ Aool I: 334&50.o:Z12·02 '" "" '" "' "' HAHSON JAMES R I MAAOARET L 2225 NE JONES AVE ~TOH WA N05f.2'SS .CASI AMICK OUMIE W & PATA/CIA M 1601 NE NTH ST RENTOH WA IIIIOM-Z268 LllTl.EFIEl.D WAYNE F 2004 NE EDMONDS AV& RE~ WA INI056-2707 LlnLEFIELO WAvtlE F 200f; NE EDMONDS AVE RENTON WA OIDSS-2707 -CIW KINBEAG JONN C I LISA K 25!6NE20THST RENTON WA 98056-2:163 KC Tu.Acct II: 354230-0010-ll1 "' 1C1HBEAG JOI-IN C & USA K 2516 NE 20TH ST AENT~ WA 99056-2363 LOT-330 llloc«• HILLMANS UC WN OAROEN OF ECEN I SH 107 tT OPE 200 FT I.USS 7 '10 HILi.MANS UC WN GARDEN OF EDEN .15 N 107 FT OF E 200 FT LESS 87 FT OFW 30 FT THOF LOT ,3,10 IILOCK· HILUWtS U( WN ONIOEN OF EDEN f $N 100 FT OFW 100 FT LESS ST HWVHIIJ.JilAHS U( WN GARDEN OF EDEH IS N 100 FT OF W 100 FT LESS ST~ LOT-330 BlOCK. HILJ..WJtS UC WN GAAOl:H Of/ EDEN 15$113 FT LE8S E 80 FT IS 7 FT OF N HII.LUANS U(WN GARDEN OF EDEN t 5 Sll3FT LES.SE 8J FT IS 7 FTOF N 107FTOFW 130FTLESS8TtfW'I' LOT-DJ Bt.Oel<-HILUIANS UC WN WOEH OF EDEN I 5S 93 FT OF Ii 80 FT HJUMAAIS U( WN OAAOEN OF E0£N 15U1FTOFEIO FT LOT-331 Bl.CCI(-HIUMANS UCWNGAAOEHOFEOEN16 LESS ST~ HJUIIANS UC WN LOT-I ElloCK· 1 HUSS1.ANDS FIRST ADO LOT-1 8l.0Ct(. 1 HUSELANOS FIRST ADO LOT -2111.0C!(. 1 HUSE1,AHOS FlRsT ADO LOT -2 81.0C!(. 1 1-«JSELANOS RRST AOO • C1 • I .. ' l • I -, ' "' Glll80NSJ A 252' NE 20TH ST RENTON WA N051-2383 KC Tu Ao.:t I: 35,ll)O,,OD!M)I ...... '·" ..... .:,~ ·-. ··-~ -· _._ .. , •. • Description: King,WA Document -Year.Month.Day.DocID 1992.902,1077 Page: 36 0£ 42 Order: 2Q4656 Comment: ,. '• 0 0 I 0 0 = """' ..... "' '" I "':o:!- Ql880H&JA 2$24NE.;1CITH/IT RENTON WA NQ511.2383 BR100U fllCCI E & OUl;IE J 2GOO NE 20TH ST 0 0 WEST lfENHVOl.l.E 8P£CIAL. ASSESSMENT [)IS1'AICT R0U. 0, PAACILIJ WITHIN OISTRICT I llOAl OESCAIPTION: l.OM 111,QCI(. 1 HUIELANOS FIRST Abo 0 RENTON WA II05f-231S1 -CASS "' 9RLDGES RICCI E I DIXIE J 21«1NE20TH Sl RENTON WA 'ill058·238\ KC T.-. N:CI I'. JW30.0020.0I "' G.WII. : RICIW'm A COll7t 2111 NE 'lOTH ST RENlOM WA IIIOSl-2311 -Cf:153 KCTllllAoetl·~ "' OAMBU: RICHARD A COl7t 2111 N£ 20TH ST REl'ITOff WA NQU.23e;1 KCT .. Aa:11:~ ... 232 "' "" STURMAN RACHELL 21124 NE 20TH ST RENTON WA IIIII058·23d1 SNAMAN RACHEL L 2624 HE 20TH ST AfNTC:IH WA 919()5,S.2301 HUSEu.NO AMOS E 11111 HE EOMCIHDS A~ RENTON WA tcolf.2700 """""""""'' 1t1f N( (OMOHOaA'Yf RENTON WAIIO&t-270I ""'81:L»«> AMOS I 1t1t Ne l!CQIO!rtDS AYE RENTON WA~ ICCTaxAcdl~ ---------· lOT-4, IILOCl(• 1 HURI..Nd» '1f1ST .\DOE 1'1 OfLOT 4TOWWIG'1 Of Loi I HUSl:LANOS FIRST ADO E I 'f OF LOT 4 TOW W ICI n Oi LOT I LOT ... · I ii.ocK-, HUSE0J& FJAir .io6 r , ri o, LOT l iaw w cli iii 9 LOT i MUSEi.ANDS FrRtT AOD EI FT Of' LOT I TOW'WIO FTOF WT 15 wr.,. 1 IIU)CJ(. 1 HUStWtoa FIIIIT APO LOT• I.Eu w CO ri TQw AU. LOT 11 HU$ElN«>SFIMT ADOLOTILEII Wtll'1TOWMJ.LOT I LOH. ,iioi5.ii:,' Huii:LANDS FIRITAODLOriLEIIWNri rowALlwTI HVSELAHOI FIIIST AOOLOf I U!IIWCID"' TOW ALL LOf I ...... Description: King,WA Document -Year.Month.Day,DocID 1992.902.1077 Page: 37 0£ 42 Order: 2Q4656 Comment: • " . 0 • = 0 0 WEST KENJ'tYDALE sPECI~ ASSESSMENT DISTRICT FIOl1. OF PARCELS WITHIN DISTRICT -·-"' 237 "' "' "' HOSECANb AMOS E 11111 NE EDMONDS AW. RENTON WA 9806f.vot HUliE~NO AMOS E HIISNEEOMONOUVE RENTON WA N051-270i HUSELANO AMOS E 11111 NE EDMONDS AVE RENTON WA 9905$.VIJII SMITH GREGOAY DI PEGGY M 2609 NE 20TH ST RENTON WA 11111)511.:r.Jll2 -CR&3 TURN8ULL MARTt,A S 1917 NE 20TH ST RENTON WA 98058-2362 l(C Tu ka It: 354230-00S6-07 "' TVRN8UU. MARTHA S 2817 NE 20Tll ST RENTON WA 0805$-236: KC Tu Acel #: 35423().~5-07 '" HUSEI.ANO AMOS E 1'18NE 1:0MOND3AVE RENTON WA 980$8-2109 KCTuAcdt:~ "' MATCltEA JEl=FEAV L& KYM L 2941 NE 20TH ST RENTON WA aeo59·23111 ICCT••Aodf:~ ... HATCHER JEFFERY LI KYM L 2"1 NE20THST RENTON WA 1Nl05H382 kCTuAoat:~ LOT-:H 81.0CK· 2 HUSELANOS FIRST ...ot' ALl.3 & W 5 FTOF 4 HUS ELANDS FtAST AOC ALL3 l W 5 FTOF 4 LOT·J.4 BLOCK-2 HUSEI..ANDS P.RST ADO AU 3 I W 5 FTOF 4 LOT ... 15 BLOCK-IHUI.Ei»IDS FIRST AOO E 85 FT Of LOT ,f TQW W & FT OF LOTS HUS EL.ANOS FIRST AOD E &5 FT OF LOT 4 TOW W 5 ~ OFI.OT & LOT,5 SLOCK· 2 MUSl:LANDs FIRST AOOLESSW 5 FT HUSELAHOS FIRST ADO LESS W 5 FT LOT -6 Bl.OCI(• 2 HllSELANOS FIRST ADO LESS W 5 FT HUSEl.ANOS FIRST ADO LESS W 5 FT lOT-e BlOCI(, 2 HUSElANDS FIRST ADO HUSELANOS Fl~ ,\00 LOT ,e BI.OCl(, I HUSE1..AH08 FIRIT ADD HUsa.ANDS FIRST AOD LOT•7 BU)CK•II HLJSELAHOI FIRST ADO HUSeu.NOS FIRST AOO LOH 81.0CK· Z HU$El.ANOS FIRST ADO HUSELANOS FIF\ST AOC ...... Description: King,WA Document -Year.Month.Day.DocID 1992.902.1017 Page: 38 0£ 42 Order: 204656 Comment: r I • " • ,. • I .. I 0 ! 0 ., .>'· ' = """' ·-"' ,., "' "' "" MCEUECE RAYMOND K 2701 NE 20TH ST RENTON WA 980$8-2334 MCEUECE AAYMOHO K 2701 NE 201'H ST RENTON WA D8056-2334 ICOONSLIC 2&fO NE 20l1i ST RENTON WA 1*)§S.2'381 KOONS LK 26CONE2l'1THST AE'mN WA IMIOY-2381 \ 0 0 WEST l<ENN'l'OAI.E OPECIAL ASS£SSME/r1T D18TJIICT FIOLL Of PARCELS WIYHIN DISTRICT I LEGAL OESCAIPTIO'" LOT-I BLOCK· 2HUSELANDS FmST ADO HUSEl.AfrlOS FIRST ADO LOT .f BLOCK· 2 HUSELANOS FIRST o\00 HUSlLANOS FIRST ADD lOT,I BlOCK· 2 HUSELANDS FIRST ADO HIJSELANOS F'IRST ADO LOH BLOCK-2 HUSELANOS FIRST ADD HUSnAH0S FIRST ADO SAHAGUN FRANCISCO JAVIEfl I, PATLOT•10 BLOCK-2HUSELANDS FIRST ADO :ioo. NE GLENWOOD AVE HUSELANOS FIRST ADO RENTOH WA 98056,23(17 KC Tu Acd I: 354230-00ID-OIS '" "' "' SAHAGUN FRANCISCO JAVIER I PAT L0:"·10 BLOCK-2HUSELANOS FIRST AOC 2004 NE GLENWOCDA.VE HUS El.I.NOS FIRST AOO RENTON WA MOSS.2307 -CRS, PACKAROGERAI.OfNE 2!XBNEOLENWOOOAVE RENTON WA II05A-2'307 PACMAO GEAALOINE 2CXlf Na GI.EHWOOO AVS: RENTON WA IIOM-2307 LARSON THOMAS JJ,,y 20 NE MONTEAEY AWE AEHTON WA ..:NSf.1!215 LOT-11 81.0CK· 2 HUSELANDS FIRST ADO HUSEI.ANOS FIRST ADO LOr.11 81.0CK· 2 iiJiiLAHOS FIRST ADO MUSELANDS FIRST AOD KC Tu ACICf I: 802820·0:11001 "' LATTA WOALL LI DARA D 2412 NE MONTEREY AVE E REHtON WA MOss.1275 LOH BLOCK· ITOUfNIIAVER AOC """ 0 C7 D .. 0 I • ~ '-"' iiiii.J~e l!ffl.·Ari~;,~~ildt b Description: King,WA Document -Year.Month.Day.DocID 1992.902.1077 Page: 39 0£ 42 Order: 2Q4656 Comment: • • I 0 0 ' .. '~ -~ .,. j 0 = 0 • WEST KENNYOALE SPECIAL ASSESSMENT DISTRJC'f .:!,..... l.ARSONJERR\"O 2411 NE MON1£REY AVE E REHTOH WA 9'0$&-2.175 KC Tu I.XI I: 002620-003()-03 '" MC.KENZIE CCNALO R~75 2'U4 NE MONTEREY AVE E RENTON WA 9e058-227$ KC TUA.::cl I: l02ll2Q.0040-01 "' JOH~EN PARKER L &JANETH 2430 NE MONTEREY AVE E RENTON WA GIO!i&-2275 KCTuAo::t#·~ "' QLLBERTSON TOOO L 241 NI MOHTtREY AVE E RENTON WA N058-1!27S l(C: Tu Acd,: 802e20-00S0--08 "" '" TAU.UAN STEVEN W ~2 NE MONTEREY AVE E RENTON WA ~75 BA TES Al.BEAT T 00971 2449 NE MONTEREY AVE E RENTON WA 98058-2275 KCTuAccrf:~ AOU. Of PARCELS WITHIN DISTRICT CEOAI. OE~JPTION: LOT-3 BLOCK, STOCJ.ENMAYER-'00 LOT-4 BLOCK· SiTOLLENMAYEl'I ADO L.Of.5 BLOC!(. STCIU.ENMAYER ADO LOT --41 BLOCK· STOLJ.ENMAV£A AOO LOT-181.0CIC• 9TOUENMAYER AOO LOT-I BlOCK· STOI.L£NMAVER .AlXl ·r----...--=====,,_,=,.,..--,,;========s-------------; ! : 0 262 SlRANO ANDREW G & JULIE A LOT-I aux:K-STOUENMAYER AOO I , N-™' NE MONTEREY A'fl: e , Q RENTOff WA~2211 :g; :N J' -~,,,---c,-w,=lllY_M_"'=SOOR=-.-----LO~T--t-O =t!lOC~-,.~s=TOUE==,...=~ .. ~.-ADO=-------------- ... M41 NE MOfrl'rERiY AVE E AENTOff WA lNIOS6-2219 MAGER STEPHEN II ' JANE I 11121 NE 1m Klftl(lAN[) WA N03:I KC Tu Aa:11 t: 1Q21120-0t10..QIS ... IWCKO JOHNNY A 1122Nl!NTHST RENTON WA 11111)58.2251 I Description: King,WA Document Order: 204556 Comment: Year.Month.Day.DocID 1992.902.1077 Page: 40 of 42 r • • • 0 --· .1·- ' 0 0 • WEST KENHVDAIJ! SPGCIAL ASSE$Slil£NT DISlRICT ROLL OF PAAClLS W1Tl41N DIST1'11CT -·-"' I N~Ad;qu I LEQAL ot Ow.. OESCRIPTION; FURBER JAMES Pl MIUER TOOOA LOH: BlOCK· URCH SUBDIVISION LESS W 1 FT 1524 NE27TH er RfNTOH W.4~2245 KCTuAcc:tf:~ '" "' OlS'T OEOF\OE W 0871 IPNE27TNCT REN!Ofl WA ND5&,224S SMITHOAVIOA 1630 NE 2Tllt CT AEHTON 'I\IA 980ei&,~ KCT .. N.'dl:~1 "' DAHUl.t'4 RACHEL KE117V 11:27NE27l'HCT ~NTON WAIIIIOSI-~ KCT.,,Nld1: ea,...,_,,...u.,. "' SCHELL AO+lALO L 11521 NE21TH CT Rl:MOO 'NA '8056-~ KC Tu Aot1 #: el4800-0060-06 "' PORTE SANOAA M I TOOO P 1615NEITTHCT RENTON WA.NOS&-2'l48 KCTuA«tt;~ m '" TUCICEA Will.JAM A El»7& TIOII NE CA1iU.S Avt A£NTON WA IIIIOY.2104 JONES JOHft 1.JJOV 1218 led' NE CAMIAI AV£ A(NTOfll "'AIIIC15H70'I LOT-3 !;!LoCK· UACl1 siJBOMslON lOT4 BI.OCK• llftCH SUBDIVISION LOH BLC)Cl(, ll,llCH SU8!>1VISIOH LOH 8LOCK-UACH SU&OMSION LOH BLOCK-UACH SC801Vl$10N f I 0 p ,, 1 I • r -_, t<CTqkelf:~ ,,. CAAFIATO~NA L C0171 tlOO U( AStflNQTON et.VO tlS IN RENTON WA. MOS11 ...... 4~"r."·------.,~--...........,... .. ,....,,~.,..~--,,,.--.,-.-,,,,_....,~'"""'--·~ ;:r, ; '~~ ~"-·"'.,,, . -:' -'.i~--~·JJ. ---------· ... ----... ~-.:-:;. :-.-.-+ ;:~' Description·-;-Ki~g,WA -ri()CWJlellt ~-Year.Month.Day.DocID 1992.902,1077 Page: 41 of 42 Order: 2Q4656 Comment: 0 0 I 0 0 = w '-' s z ,~ ,_ % I~ ·~! ,5. I ,J_-~, ::l I~ lw~ I !r: %~ :, t-~ :1,;a: ~ ... ~ z I- !e /!~ %~ ,__ ~!:: ' .. . . :j ,_ I- 0 ·z f l 'r" ~·-· ! • n . . , ! m 270 0 0 Iii WEIT KENNYOALI IPECIAL ASSEl5Mli:NT OISTRICT ROU. OF PARCELS WITHIN DISTRICT I.OT.f ILOCl(-1, \i,ooeURB ™ tori Tow POfl TR laco HIUMAH8 WCEW>S... GAA WOOOLAND'tEAFIACE ADO LOT 6 'rOW POA TR 2Sll CDHIUIIANS LAKE WASH OAAOEN Of' EOEN DIV HO, AS FOUJ SEO MOST S£l Y COR LOT I WOOOLN«> TERRACE AOO TH S ALO E L.11 TR Z21 :15 FT ™ W Pl.T S 1..11 SO LOT I TAP ON A LN WCH I 8 PLT E L.11 ffl 2111 & 35 FT 8 OF SW COR LOT 1TH N WOSZClM flOHAU> P I ZORA L LOT -I fll..Oa(. WOCJOI.AHO TERRACE AOO 1112tiNi!:CAMASAVE ~DTEMACiADD AENTON WA 9«158-not STROMiiEAa VEANOfil R F011' IU3 NE CAMAS AVE RENTON WADII05f.2702 KCTu.Acdf;~ 271 8TROM8ERO VEANCN R RJe76 11.'3 NE CAMAS AVE RENTON WA 11115&-f702 KC Tu kd 1: HaJ40.0CIJ0.01 280 FRANCHC:HlNA EOWAAO 1278 1001 NECAllASAVE RE'*1'0N WA IIIIICJY.2703 ICC Tu Mel •: IS2B4().(QIO.OI ,-,- 0 t5 5 (\J J"' lOT ,g BLOCK• W0001..AND TERRACE ADO WOOOLAHD TEAAACE AOO i 0 I ,._ __ I .. 0 ' ...... l.:~J ...;.·-!1i":'>:""'~....,.~--~~-"'<·~~=~-~=~ ~£~ · , ""' s', k:~ ~""·""·-~,_,,a..,.·,., ,• ,.;JS..=~~1--... c.:~ " 1:-,, ..... ..,,~ ,, ~ •. ,... ;,:..:~· .... ·~~~;FT Description: King,WA Document Order: 2Q4656 Comment: Year.Month.Day.DocID 1992.902.1077 Page: 42 of 42 0 0 \ · D fl!lH' 21-58 Jan 31-5F. (No~txbl E292373) t1.oo l~B84438 Burnell .E • .LarBon andDelphine E. Larson, !111 and wr To Ray1mmd C. l)ykea anol V1rig1n1a Dykes, hr cy and qo:inctudg any ertr aoqrd titl: Tht ptn or tt 293 of c. D. HillmanR L.!!ke Washington airden or·.Erten Div #4, Vol 11 of plata/.pg.82,. KCW, dar: , Bel,; on the E ln or sd tt at a pt 234.00 rt N of theSE oor throf'; th W pll with the s 1n or 11d tt a dist or 4 ft, m/1 to tht9oen ln or .on xiatg drainage ,d1toh;th N Qlg 8 ':tangent fo1•mg Sd Of:l ln 197 rt, in/1 to a pt or ourv to the left; th N pll :'with the E ln or ad tt. to the N ln throtJil; th S alg ad N ln 4 rt m/1 to theNE oor of ad tt; th s alg the E ln thDof to the pob. XCNOK· Ml to Brightman, Roberta & Holm PO Box 90 Renton Wn (J) ·... . .. 4884439 0 Mar. ;!l-S8 (Nontxbl .E292372) J)eO 12'"57 .1,00 . . .... • :.. bl nd w1n1rrlled Pohl, hwr Charles A •. Po_.., ~ Dykea and V1r1g1n1a M, Oykea, hwf' TO , RaymOuu "• . 1111"'0 1nc1Ullg any a1'tr aoqrd ay a " Des sm as 4884438··- t1t11 XCNOK b t & !lo!m pc, box 90 RentonWn Ml to Bt'i,GhtlllBn Ro er a ... 1 --··-··------- -'\ . ·-·-··: ..• ·.~_.:.,,,.~'"()'. ~-:.;":_,1J-~_.<f*-4~!'~_-·_ f '.. \-v--:;'~ _;.~ ~ --:r-,~~~ _ __.,..,...., ... ~~;»: !'1'!~ }~'---:-,::_~~-t~:'.:<"'7-1:7;: *-~~:'.~.:,-~ ~t.=:--f:f:'".~.~-"':"·. -~-,.-.,., ... ~-..-. " . I • 8l/Q6/29 RECD F CASHSl. . i UTILITt(S II !.~!.!.!i!.!!: .nus IKSTRUMEJiT • er.iJe. th'h ~~ J., ur _____ ~Jun._•~-------1,~;· "'I;. _by .~d 'between CRAIU.ES A. POHL and WINIFRED IC. POHL 0 ----------------=~---='"-,----- .;.L) · and ~ and----------------~ ·N <!l_ ond'---------------"-' "° hereinafter calied 111i',"antor(s)u. and the CITY ·or RENTON, a Hunic°lpol.co·rporatl_on of K.lrlg Couftty. l:kash ingi:on, htrelnaftei-ca I led "Grantee" . W1Tl1ESS£Tff, Th.at said Cir&ntor(s). for and in eOr"lderbtion of the suM of S:sl;.;."OO::,·-·-~~- One Dollar and No/lOQg paid by Grantee. and other valuable c~if*"•tlon, do by thaw f;)f'.OIC!Ats, 91'CS.t, borgoln, nl 1, conVG1Y1 · ond worfont unto the: s1tid Grantee, Jts s~S end.asst~. (1ft eGSc=l'lt lor ~He .. utl lltln Oncludlng wottrr and sower) with Mcasso,Y ~rt~s-OYer, through. acros1 and upon the followtng .. deScrlbed p"rop9rtv. l_n King Coun;ty. ~shfngt_on. mre p(lrtlcularly ~Hcrlbod H fotlmts: · 1be north lS, feet of Tract 293 and the weat -15 feet of Tract 284 of C.D. Rillnan'a L~ke · -Vaahington Carden of Eden, DiViaion No. 4, according tot~~ plat thereof as·recorded in ~olwc:e-11 of Plats. page 82. records of Ki_ng County, Washington; EXCEPT thereof the south 134 feet of said ves· 15 feet of satd Tract 284. FILED FOR RECORD AT RElUEST Of CfFICf Of IOI Clll CIIBII IIUllll alJlllCIPII 819& 1110 1311 6VE. SO. / IIIITTC!I, 06 II005S UUl-1 • ' RECORDED n;:c: r.:, ,,. .Im! 29 I /Js Mi'( s·:· THE DJ · .-· iff(;ORD) f; ~t:: · r::J;, ·. ·;, ·:~ :::~·;:~:c~ .-:~--· .. · .: ·1 r;.,:r+, ,icy Description: King, WA Document -Year.Month.Day.DocID 1981. 529. 504 Page: 1 of 2,.,, . ., .. , .-.·--~- Order: 2Q4656 Comment: \ --\ ~~•:·~!.I:.~!• a.:&l<,,,!h•H,.. . ..4. '.·A~ .. ~·:~~?. :~F-'-~,·;c-'5V":,~-~~ ··.~;-~·:;:~·· Sold ltaretofore-C211tlt"12d · grMtae; I ts successors or assigns, shal 1 M"3 th2 rlgjlt, t11th1Wlt prior notice or proceodfng Ot le,, o_t Such tlcas IS ~ be 03-Hry to entar oqion sold <!>ova t!!scrlbed pl'OflOrl,y .for tlta puf'1IOSO of canstructtag, C!llntolnlng, repalrtag,-olmrts · '"romnstructfng said -_ . utUI~.-Ill' a,l!log. l:!1)' -«:tloas tll;l~lh,·t1ir.aut· 1•"'1!"'.'i•t~.1.ctl!!>,l. . · lll>lfgotJo:;s or Jfthfll• 11teraf'or&, pnivl6d, llut such C021St_racttoa, ""In· tolnl_ng, ·repairing, 1lterlng or ·_racanstructlan of such utlll~ shllll be . ~llsit3'1 In SIICfl a ~-tl,ot 111:> pr1vote tqirov=nts olffsttng In tlta right rfg!lt(s)-of __ shall not ba d1stlli'llod . or dcag:ad, or In tlli! e....,,t thay ore distu111:1d·or do!)g2d_, lll3y 11111 be "'l>loa>d in as gaod a condition os· they ""re ic:>dio!Rly bafore tlte property ""' entered upon by the Grt11tee. · · . __ . lit> li!rctor sllall fully use od QIIJqy 1112 · ofeftbscrlll:!cl-pteeises, - 1ncluilt<19--tl:a_ .rlltl.t'to retllfn Uta rtpt to·use tlti SUl'ffeie'of'sotil·.rlS:,t-or-i,l,i, ff sll<h ase ·itnos-ia!t _liltmrlere "1111 lnstollotlon -~ cofn11an'tnca ·of·u.. utility 1102. lfo:'3\,ar, tQa.g,otor shill not erect l!ufldlngs or stnictures ... r,: 1D1"2r or across tlto rfsltt-of...,~ clorfng tlio existence of such •tflfty. · · This easl!'2iit, !ll'lllll ba a covanat· r1D1nlng 11itt, the lt11d ind sholl be bind- Ing on ·t112 6nlttor, Ms successors, hairs and ossigns. srantors ce"'!n1nt that they are tlta lc,ful °"""rs of tlt2 at,o,e p"""'rtles ond that they have a good and 11',ful right to emcufn this agreea:at. e4o,tk /i. £~ _ and 14.foJJ< fJ,/, . STATE ~F ijASHINGTIJI OOIWlY •'OF KING ss and and and I, the unders1gned,_ f nOtary public in and for the State of Yashington, hereby certify that.on this~ of a,.,_ 1 ,J 19·...tJ._ personally appeared betore o __ V - and {1},11.JGl. A. Po~! ; · and _ ;;.,;;;;;;,;;,RA,.21 ;. ______ -'-. --------- and ·--~--~-~-~~~~~~~---~~ ind. _ , ,· ; to ;ne known to be 1nd1Vfdu111(s) dascr16ed in aad who execute_d the foregoing instrument, and ackno:iledgad tllat Yis::G signed and sealed the same as · q free and voluntary act and deed liir.-ine uses and purposes therein Rntioned. UE#l ·2a ------. ......-.,..,. Description: King,WA Document Year.Month.Day.DocID 1981.629.604 Page: 2 of 2 Order: 2Q4656 Comment: .-,..:,.·•· !f··"' ~~i ~: ~ i'i'v OF RENTON r; !l'I ~ 1s a %i' ii:IR\ ru OCT7 ·ISB7 ~ DECLARATION OF RESTRJCTfVE COVENANTS BU1l0IN6 I ZOIUNG DEPT. WHEREAS, _ _,c.,H,,A,,:Rs,Lo;E!!!:_,A°',c...el',<O!iHLe..,&c..e•.!.1 e.NJ'-!P:.cRc,•:eU_K!'.;.. • .!l':cO~H!:.I._ 7 00 -------'-_c_;,.,._,f'at, are the owners of the fol101r1ing real pr'operty in the City of Renton, County of King, State of Washington, described as Ethibft 'A' attached hereto. WHEREAS, the 01mer{s) of sald described property desire to ~mpose :he following restrictive covenants running with the land as to use, present ind future, of the above destrib!d real property. NOW, THEREFORE, the aforesaid mmer(s) hereby establish, grant and impose re<;.trictioM and covenants running with the land hereinabove described with resJ)f!ct to the use by the undersigned, their successors, assigns as follows: INSTALLATl0N OF CFF-SITE !MP'RO'IEMENTS The owner(s) of the a.bove desc, ibed pi -·:ierty, tfie_ir. ~ .. . .-_ .... suctessors, heirs and dSsigns, he.-eby agrer: ;i!ld coven.int to'--"'- particip"te in 1 dgn J petition in support of, and ac.;ept any future Local Jmprovel!'i:.!nt Distritt (UO) or City iriitia.ted proposal, and pay their fair share therefor~, for the pLJrposes of prC1'"idi119 the necessary off.site i(!ll]rovements rf!'tuired by the RentJn Sub- division Ordinance. Said improv'!ments shall Include but ~JI no:>t be 1i.11ited to the installation of curbs, gutters, side-.ti!lks, street paving, sanitary sewers, storm sewers, unCergrownd\rig of utilities, and street lighting. These i;ovenants a.re l~osed in lieu of Section 9-H05(6J of Title IX of Ordin1nce 11628 of the City of Renton. These connants sh•l l run wfth the land and e:qifre Ol't Dtcder 31, zozs. If at uy tfce 1cprovecents are tnst11led pursoant to these coven111ts, the portion of the cOYeNnts perta1ni1119 to the spec:Hlc 1nst11led 1.::p. owa:.tots as requ1ttd by the Ord1nonces of the City of Renton sblll teroi:\ate uitbaut i:ect<S1~ Of further doeu:lfltlt10ft. Description: King,WA Document • Year.Month,Day.DocID 1988.509.391 3 ... ·. ·•··' Order: 204656 Comment: Page: 1 of I l Any violation or breach of these restrictive covenants may be enforced by proper leg,1 procedures 1n the Superior Court of Kir.g County by either the Ctty of Renton or any property owners adjoining subject property who are adversely affected by uid breach, STA7E ,F WASHIN~TON) )' ss COUNTY OF KING On this·~ day of Q,;tob,:r oerson,11ly appearedCIIA[tL,t;:; A. Plll{L I WiN! P:<fm K. , 19_!::, before me POHL :he person{s) who executed the within and foregoing instrimient, and 1cknowledged said instrument to be the free an,j vo1untary act and deed of said person(s} for the uses and purposes therein mentioned. lit W111ttSS WHE~[Of, I have hereunto set 111y hand and .iffbed 111y official seal the day and year first above written. CITY OF RENTON ~ Ii; <Ci le O V i=frn ~ OCT7•@J I!!) BUllDIJ:11 / ZO:lIRG DEPT. ~ ,,,· JJJ & /u, ,, , .) otuyubic '" '"" fo, t-)• ,k Vufltngton, resfdtng at . i • Description: King,WA Document .. _Yeaz:..!!onth,!J!.~·LJ.ocID 1988.509.39_!:_.Page: ~-o_f 3 Order: 2Q4656 Comment: "4 en M i 0 .,, 0 i QC Clll ~· • ~ ~- ' ~ • " ;-_. t ~ °:,'~ ,.,;:s ;J ._,.-: ~t ~~ ~.:: ~ l. i ~" ' ~ ~ ~' ~ •, --, I! ,' ~ I :::-, ... .. ~ ~ ' t;XHIBIT "A" CHIU. f; f... f'OHL & l:UNIYRRU K. POHL SHORT Pl,/\1' PILI': NO. '.;tJl'L {lf,IJ tt7 !,UT N0.2 Pt:R AT1'~CHED DR/1.WJNG U/\TP.D JUNI': l'Jk"/, .1011 N0.8!-i 086. CITY OF RENTON N[~~~~;,~@ -..,,,. ··\?:+-: -- .ii ·, BUILOINC .' ZONIIIC OEPT. \, . k i~ f2 r; I ~' ;; : '-3 ... : " -., CJ ~L ll Description: King,WA Doc_~~-~--Year.Month.D~ _ _r.DocID 1988.509.391 __ ~~~e:.__ 3 ~!. _3 .•.• Order: 2Q4656 Comment: <> ... .. . .. "' :1 ~1 '-u! ~I '<' :ol ~ s:; "' '-~ !,; ~ ~ • • 0 > w > • ~ • :i ! ! ! e fil ' i ~ §;! ~ "" h... ~ "" [ ~ ~ ~~ ~ §i) ~ " ~ .... ~ ~ ~ I • • ; i ! e ~ ! ., :, .. .. . 0 ... i-- .1._ .---~-----------. -------- WHEN AECCaDE:D UIUaN TO: Offict llf * Qly Ca\ ......... ....., 3WMillA-S.. ""-',WA~ 0 0 RELEASE OF f.o'\SEMENT KNOW ALL MEN BY 11tESE PRESENTS lha1 lbc: CITY OF RF.N"l'ON, 1 nunicipaJ corpontion. is lhc owner of an euernem cruted 1111 &be race or Renton Shm: Plst 0SHPL-060-l7, &tcd May 9, 1988, n,corded under King County Recording Nunt,er 880S099006, jt:COnls of King C-oi:mty, State ofWasbingtoo. ow:i-real property dacribcd a.5 fellows: A utilities ~ over tho ioD0wiD1 described property: Tha1 portion of Loi 2 of City or Renton Short Plat ISffPL.-060..87, as rcco.dcd undQ-Kin& County Recording Nwnbcr 880S099006, described as follows: Begimiing' at the int.ersecti01:1 of the mou Soutbeastcrly c:omel" or Aid Lot 2 with the oortheriy right-of-way muJiD of NE 20lb Sbffl. said soutla$t ~ l1Jo being -IOUtb-a ~ of 1'l¥1 284 of C.D. Hilimans Lib Washin&too Gudco of Edc:n, Dimioo No. 4, 11:COnWlg 10 the pl.u theteof u rec::ortb1 ia Volwnc JI of Pfats. Page 12, Re:onh of Km1 County, WabinlfOO; Thence North 00-3S' 32" West, along ~d cast line of Slid Lot 2 aod along said west line of Tt111:t 284, a distaoc.e or 150 feet; Tbeace South 88a 16' U"Wcst.a di5taoceof30.00feet; Thence South 00"' 35' 32" East, a dim.Dee of IS0.00 feet, 10 aid DOrtherly right~f-way rDlfJin of NE 20th Street; Thence euterly alOGJ aid DMberly rigbt-4f-uy margin. a duunce of30.D0 feet, to the point ofbe&imiin,. All 1ituattd in lhe Sowbwl quarter or Section s, T~ 23 Nonb. Range .s B&.,t, WM .. JGnc Coauty, w-. 1112 CITY OF RENTON does i,.,..J,y obaodoa ,ad ..i..., .U rip, _...i ...... Ibo ,bo,e ...,., ... -™° wrrNE.SS WHEREOF, said C.ity .ha can.scd dtls immm:m t.o be extcvft.d by lhe M•yor and Ciiy Oerk llw ~day of d.f!h , :9-2.L. L STATEOFWASHING'l'ON ) "' COIJNTY OF l<INO ) I certify lhal I know 1u have satisfaao,y evidence tfW Jwt TIBDel' wl Marilyn Pcenerl are the pmocs who appeared before me, and said pc:nalU, Kbow1r.dgrd that IN J Aped tbis itistruraenl. on oal.b staled that they weR= wthori7.cd to a:oc:ute the instn11nca1 and acknowleclg,td ii as lhe MAYOR, and the CITY a.BRK, CTIY OF RENTON, [0 be the ln:e and VOIWILL'Y act of soch parties for the l1SCI ffld pllrJ'OtCI. metltiooed in dJc instrument ,,,I,;__ .fl Da<,& 5 ¥I 12'1.L_ ~1,,.,nr.;,,,:,Sw,o(Wo,h;.gu,n I OOCI/Ml>ff--·T (TIT .. nciu.:r fll'J.:A '"" _ .. _ Noury (Print) uu sreewEN5 My appoimtMttapim JIJ-tf .. tz 't,; .-d::.::===:::=f:='==------=-====~ Description: King,WA Document -Year.Montb.Day.DocID 1996.417.909 Page: 1 of 1 Order: 204656 Comment: - IV,~=--'c---_·,.,\ .... •"'t.~I •••• ,.-·-· ,'::00~<;:,,;..1 •• Qc;>•Q\,. ., •••• >-::a.·J -~,..._~ c;;:~.(:-10("' •,:.,ow o..1....·~c.,w ,c;.-i·\.~"'1-\ ·N.._00,1,;.,.oo·~ <;<;;1,:,0.\"'lol,"ot~Q. -,lQ c;\q.'vQ. "t~·\,"l...•LI Q~("\0:1, o::,l\d."l,l.~-:,T'>.>..l""-·t-o.,..,.... ·-::,c:,,o;;, Q"I.-V:::, \,A..~I 'Of:'\)...).\':) z ! w r ~ u ~ ~ "' w u "' "' 0 ~ "" QC " "' 0 z ~ ~ ~ ! §! m ~ ;; . • ~ . " ; ~ J; • ~£c 1{.l.:i-' ,., ,,,,.., '"' nli~ . 111 ~jjf J9j l!:'~i Ii ~ ,5. 0 ~:~B . ] ;1 li i ii:~ u § t; & . ~ . a. 11 :=i 4 ~ ~ E f ~3 <II ••• ~ E .. 011.IGIII.\L LOT 2: LO'l' 2 OF Rf:NTON SHORT PI.\'l' MO. SHPL-060-B? AS ~ED tlllDER 11.1:COIUJIIIG NO. H051)99G06, Rl:CORD$ or J!;lllC COO!ITY, 111.sH~11: IIDf Lal' 2 ILOT A): 'n!A'l' PORTIO!f or LOT 2 OF RZIITOII SHOR'? PLA'l' NO. SllPL•060-87 AS llEORDED U!IOl:R RZC0a0Il'G JIO, 8HOS099006, RECORDS OF Kl!IG CClllllTY, IIA!laDIGTOlf LvtllG llOR'l'HBlt:LY OF THl'! FOU.0WING OKSCIUllrO LllfE; 8BGIRJII!IG AT Tl!!: JfflFrHBAff ccmliJ!R OF LOT 4 OF SAID SllOR'1 PLA'l'; !Hl!IICI! N.'9•Z9'00•11. ON THl!I EASTERLY ~IOlll or '1RI! IIOR'1'H LIJ1£ OF SA.ID LOT •• A DISTIJICI! or 226.SO ru;T TO A POUl'l' Olf THE EASTEII.LY IIOmlDAII.Y OP !!All> LOTZ, SAlO POllfT Blfil(Q 5,004l5'J2~1<:. A OIS'l',..-C!i or l26.U FEET FRCI( 'l'Hll MOST IICIRTlll:,\STltRL'f COIIJIEll or SAID t..o1' 2 AIID THE TERKOIUS OF HEREIN DESCll.IBBD LIME:·:'•,,,. ana,;; A PORTION OP '1'111! 5.lf.l/4 or THI! 11.i;:-;1;, or.,s~I011 5, r.2J M., l!.5 B., W.11.. .,c· ·::"-"· COJITADIING 98,936 SQUARl!: F!ET, .:• "-":·. OP.IGIIIAL LOT 4: .. ,,,,.,..,:· •.. ,::/'··.·:,\ '·\.\; LOT 4 0, IU:1M'Ofl SHORT l'LAl' 50. $HPL-060-87.·.7',S P.BCORDED UIIOER RECORDIIIG NO. U05G99006, IUCOJl])S OP IU":~·'COUIITY, .~KIIIGTO.ii. IIEW LDT 4 (l.,QT 8): LOT , or !Wffl:111 SHORT ri..Ar IID. saPZ,'~060-8? t,S RECDaDIID-:-ilinxaii,,·· RECOIW.ING NO. Bt05099DIK, lllCCRD9 OY.·~C-COUWl'Y, WA.!aHilfC/l'OM: TOGrntER lilT!l 'l'IIAT POR"rtc,, 0, lDT 2 OF SAID SIICJ£1' J'µ.T UlJIG SOU'l'lttRJ,f OF 1'IIK f'OLU:llfIIIG':Q~BBD Llllll:: BEGDINUIG A!l'··nu,: ~~~I: :1~~~:\:·~~~;,!; :i''i,~~ Of' 226.!IO P&!:T TO A POIIIT OIi 1'll!: IAS'l'i!:ltrl'~r OF Sll0 / LOTZ, SA.IO POINT BEIRG S.OO"J!l'l2~B. A DISTAIIC! U,:l2£.88 FZB'!' Fll:Oll Tll!: IIGS't' IIOR'fllUSTml.y CllRIIElt OF SAID LOT 2 AIID.":ffll T~·-·· OF 11!:REU D!:SClUBllO I.V!ll, ··:. B.B.IIIG A POll"l'IOII OP TH!: S.lf.1/4 OF TJ'I!: lf.!:.l/4 AllD or Tlj:l lf.W,1/4 OF 1'HII S.!.l/4 OF 81:CI'IDJI' 5, 'l'-23 ff,, R,5 E,, if.K.. . COJITAIIIIMG 64,095 SQCARll PUT. f· CERTinl:Uioar. '{: JJfOII ALL ,imi.\{~E PUSP,:..~T.ll['m.tlJfD!:R SIG11'!:D OIQIDS IK ru'·SU)t.p' OP TIIE LANtfimd:Df P.!SCRIB!!:15 DO mn,y iw::a A tm [JH~."·ADJUS'f:llP'T Alm THAT-~D I.DJ'OS;l'IID7·1s KAO.II lrtm THII PRU COICShT Alltl-~ ~ci:.,~T11 .. ~ Di:slQS OP~ ca11ER(s1. ~:~ ;;;.~ ~,.., ~ "'' JAll:tiis~-_,:"· """""""'~ STATB o, NASKIJ(GTO!I' COON'l'YDY~ l'"l'l;-':,!.:,.;.;:.ow DB l!AVl! ~=~y I=~ -r:T ~~:~If ~.-.SASA~u: rop!;~TBB •.• . . OP JAN'-1111!:S HOMES, DIC. TO BE TR!: FRE!: AIID VOUlll'l'AIIY 111:!T or ·: .. ,_SUCII PARTY P'OR THI! USES AKO PllRl'Os.s IID'l'IOllBD Ill ffB · lllSTRUKEJl'I'. DATKO J) /, /yS' '4' •·,·.-.~c:~~' ··-:. -/~ n,,,·------------ NY ,.fpoI~·~UlES~!'. /.( ?J':.'f RECORDER'S CERTIF"ICA TE LAND SURVEYOR'S CERTIFICATE &ANT?, LEN f!Jttd tor record tllls ........ day of ....... .,19 ...... ot ..... t.l In boo>< ......... ol ...... ot ""9e ........ ot H>e ,eq,.,e,,t <>I ...... ..r: •.. .,, --~-v-......................... .. Mgr. S..pt. of Rec"' a,,.,,.y mod4, ~y rn• "' ut>d.,. rny dlrectlo,, Jn conformonce wllh th• ,eq,.lro,m'""b o• ·the qppr0prlote Stole a:>d County Stotul• and Ordl~c, In ~"f·· 'l,"?J.S* _f--..J)J.~ c.i.1nc,11e No. ..l.~~.e-.'.L SURVEYING I EIGla:ERlllli HZl s. 3SZ1'1D Sr. AUBURN, "'"· '8011 !06•1H-O/S1 RECORDING NO. 'flit•CE l 7 9 'I\ 1151 L,11•""5 SCALE: l 1"1:b -• PORTION OF" "-'-W, 1/d,. o,. "'=,.~.'t.,. ""-lo ~1/4 of ~1/4. S....!a_ T.~ R.~.t,,,\- LL,11,,.. ~O. LU..._· ... ~·O"'\"?J-U.>... - L»O-~•O\"?,o ~= ~ MD Al'PPDVZll THIS ..z..3._ O.\Y OP Jl/tutflilff a,r ~ " A, , ,;;. ·~SCTOR op 1'llll ~IlfG/1Ul..0IlfG/l'OBL1C tflORQ-Dci>AJl'nlZ!n' ""''·r~ APP~:"~·~ TB}~.,/:·2;,_.·./D.\y o, 0Mcc,"'(=---- s4rr: fo ,.-.f /J, Mid;_ !CI~. COUIITY.:.>.ss~ oiiiili trJIG COO'lff? wSSSOR ~~Ni .iifuma,,;·; S34"-3'l0-32.c3 e. .350.-~ . . . . . ...... , /LT,e,--- ("~""'-..:..;::. ... :.=.· ... ,,,:.': .. / ,/ : . .),._~-""-'\:'.C>-~·:, \I.IL., :·:· 1-.oc;.e \"1..-··Aoo.."'t;:· ~ -.unt,'..''"l.o(. ·: .. \,(.1!,.~~-"-~~-o..~~'2,. ·.-._'1..0C--~, -.,,:.c,1,.0 .:· ...... c:;(,,,(' 0~ -~ 1::.~TC>t-:1 .:· LO'T L~~ 1'-b-..l\.J.~"'Tt"ti.~~::' No~·\\s.~~:"'l.,._·~-L\.:;.,._ . OWN. Ill' L.c, . C>tKO. ll' \..<,, OA.11: .. -\(o."~~ .. J:'09 ICO.:.,,;.O?, SC#J.£ I SHttr ~-.. '?.. tif: .. c.. ·~;/ .,,.. j _J ! ..; "l 13 I I !!I ~ 5 'i'! .. Iii ' / .. ,, iii [: Iii J '• WIIEN RCCORDED RETURN TO omcc or die Cily Clerk 0 r,01ec1 File: , Wklerz--e:.1"''? Ren1on Munlelr-1 Dulldlns 200 MIii Avenue South Rencon, WA 980H RECEIVED OCT 2 61995 KING COUNTY RECORDER Ulilltics ASEMENT rm:el T11~ Accou"t l'1 ]!l'S:4:$'?0 S'ZD"3 OninrorfJ) Name: ..la.u -We:s Ho..,u INt:. RTSQ '§li" Z:I ::S' .JJfil. 6GI" TH1S INSTRUMENT, madclhis :,, -day of O<ro g£,< by and betYJecn JA.v-"'-/eJ /.lo,..,,,eJ. l-c. and end and and 19 ,.s,S--· hcreim:rflcr called •orantor(s), .. and lhe CITY OF RENTON, a Municipal Corporation of King County. Wnshinglon, hereinafter called "Grantee.'" •o . ~ NO ThatsaidGrantor(s). forandlnconsiderationof1hesumof$ I--; OA.,.,t' t--'oL..t..At<-c,-,. ~ paid by Grantee, and other valuable consideration, receipt of which is hereby acknowledged, do by these prcsen1s, grant, bargain, sell, convey, and warrants unto the said Grantee, ils successors and assigns, on casement for public ulililies (including waler. wastewater, and surface water) wilh necessary appurrenancc·s over, under, through, across ond upon the following described properly (the right-of-way) in Kins County. Washington, more particularly described as follows: Together with a temporary ccnstruclion casement described as: SE"E' A.1TACHE"1:> SXHl'l::llT "A" Said temporary construction easement shall remain in force during cons1ruction and uneil such and appurtenances have been nccepled for the operacion and mni::rtennnce by the Grantee December 31, 1997. OOCUM[li'T l'ORM llrl'll0V1!D IIY CTTYATTOUfEYsrrr. , •• IWJ "·,_ ... ,_,,.,.,,.,."1JTILWCOl-l.00Cllib E)(CJSI: TAX NOT REQUIRED ~an~~ Utilillcs Cuc:mcn1 Shcc:1 I orl lime as the utilities but not facer than ,, '· ' ,' ;, ! .. I 0 ·' For lhc purpose of constructing, reconstructing, instaJJlng, repairing, replacing, emarging, operating and m:linu,,ining utilities and utility pipelines, including, bul not limited to, water, sewer and storm drainage Jines, together with lhc right of ingress and egress thereto without prior institullon of any suit or proceedings of Jaw and without incurring any legal obligalion or liability therefore. Following the initial constn..1ction of its facilities, Gramec may from time lo time construct such additional facililies as it may require. This casement is granted subject 10 the following tenns and conditions: 1. The Grantee shall, upon completion of any work: within l11e properly covered by the casement, restore the surface of lhe ensemt:nt, and any private improvements disturbed or deslroycd during execution of the work. as nearly as practicabte to the condition 1hey were in immediately before commencement of the work or entry by the Grantee. 2. Granmr shall retain the right to use the surface of U1c easement as long as such use does not Interfere wilh the casement righls granted to lhc Grantee. Granter shall not, however, lrnvc U11: right 10: a. Erect or maintain 'lflY buildings or structures within the easement; or b. Plant trees, shrubs or vegetallon having deep root pauerns which may cause damage to or interfere with the utilities to be placed within the casement by the Gran1ee; or c. Develop, landscape. or beautify 1hc casement area in any way which would unreasonably Increase the costs to the Grantee of restoring die casement area and any private improvements therein; or d. Dig, tunnel or perform other forms of construcllon activities on die property wliich would disturb the compaction or unearth Grantee's facilities on lhe right-of-way. or endanger the lateral support fac:ilhles; or c. Blast wilhin fifcccn (15) feet of the right-of-woy, ., This coscment shall nm with the land desc:ribcd herein, nod shall be binding upon the Parties. their heirs, successors in interest and assigns. Grantors covenant that Ibey arc the lawful owners of the above properties and that they have a good and lawful right to execute this agreement. Si ond and and and JNDIYHlUI\L fOR"J OF ACKNQWLF.OOMENT STATE OF WASHINGTnN ) ) ss COUNTY OF KING ) I certify that I know or have satisf~ct~~vidcncc that M L.T Sc rl,t4~F£.L signed this Instrument and acknowledged it m l>C(!!jPher/their free and voluntary act for the uses and purposes mentioned in the instrument. -----~ ~ Dated 10/',I/.P> ~~ r:i-.... ,_ ... ,,._\/UTILWCON,ODCA,I, ate of Washington residing at,_,K,,,,e"~=~'-'-. ~--- Notary (print): .,...e:::;r,ef{d¢L A, 4.c..e-~ My appointment expires: ,'t,(,4 y 16, !,.PPB...;__ U1ill1les E'.uc:n11:n1 Sllcel 2 of2 lrdMJual Form i ' ~ . ' ;· " !Jf "--- • LEGAL OESCRIP'l'ION: 0 Exhibit "A" Jon-Wes Homes. Inc. Properly Utilities Eoscmcnl ' \ A Ulililics easement ovcrn 15 fool wide strip oflnnd being a portion of Lot 2 ofRcnlon Short Plat #SHPL- 060-87, us recorded under Recording 118805099006, Records of King County, Washington, ond descr-ibcd ns follows:· Beginning nt the northwest comer of soid Lot 2, said comer nlso being lhe northwest comer of Tract 293 of C.D. Hillman's Lnkc Washington Gorden of Eden, Division No. 4, according to lhc phtl thereof ns recorded in Volume 11 of Plats, Page 82, Recore.ls of King County, Washington: Thence North 88 degrees 09' 49" East along the north Jinc of snid Lot 2, a disluncc of 381.17 feet, to n comer of said Loi 2; Thence South 00 degrees JS' 32" East along an castcdy line of said Lot 2 and the soulhcrly cx:lcnsion thereof, a disltmce of 4SS.S3 feet, to u point on o southerly line of soid Lot 2, snid line also being the north line of the south 134 feel of Traci 284 of said C.D. Hillmnn's Lnkc Washington Gorden of Eden. Division No.4; Thence South 88 degrees 16' 14" Wcsl along snid linc, n dls1oncc of 15.00 rcct; Thence Nonh 00 degrees 35' 32" West, o distance of 440.SO feel; Thence South 88 degrees 09' 49" West, o distance of 366.00 feet, more or less, lo n poinl on the west line of said Tract 293; 111ence northerly along said west line, a distance of 15.00 feet, to the point of beginning. TOGETHER WITH a 1empomry construction ensement over o 30 foot slrip of lond being u ponion of Loi 2 of Renton Short Plot USHPL-060-87, ns recorded under Recording #8805099006, Records of King County, Washington, nnd described as follows: Beginning nt the nonhwest comer of said Lot 2, soid comer also being the nonhwest comer of Traci 29:1 of C.D. Hillmon's Luke Wnshington Ourden of Eden, Division No. 4, according to lhe pint thereof ns recorded in Volume 11 of Plals, Page 82, Records of King Coun1y, Wnshinglon; Thence Nor1h 88 degrees 09' 49" Ensl along the north line of said Lot 2, o distance of 381.17 reel, lo a corner of suld Lot 2; Thence S0u1h 00 degrees 35' 32" East along on easterly line of soid Lot 2 nnd lhe soucherty extension lhe.-eor, o disrnncc or 455.53 feet, too poinl on o southerly line of said Lor 2, suid line nlso being the north line of the soulh 134 feet of Tract 284 or said C.O. Hillman's Lake Washington Gorden of Eden, Division No.4: Thence South 88 degrees 16' 14" Wesl along said line, a distance of 30.00 feet; Thence North 00 degrees 35' 32" West, o distance of 425.SO feet; Thence S0u1h 88 degrees 09' 49" West, o dis1oncc of 351.00 feel, more or less, 10 u point on the west line or snid Tract 293; Thence northerly along said west line, o distance of 30.00, 10 the point of beginning. All sirnate in the Southwest qunr1er of the Northeast qunner and the Nor1hwcsl qunner of the S0uthc11s1 quaner, all in Section S, Township 23 North, Runge S Enst, W.M., King County, Washington. r•hlc:•ml.t.lnc/bl, -.:: ., --, ~h1\.\L idl.i\/ ~' ~\ "\(_ ~\ :\\-J._ lh-.J fr .. ~ _0 \.)\ BIIIHIHIIIIHIIII ! 20110211001149 1 Y101- Return To: REPUBLIC MORTGAGE HOME LOANS LLC 5241 SOUTH STATE STREET, SUITE 2 MURRAY, UTAH 84107 Attn.: SHIPPING DEPT ./DOC. CONTROL Assessor's Paree] or Account Number: 3343903203 Abbreviated Legal Description: NORTHPOINT ESC DT 73.00 PAGE-001 OF 011 02/11/2011 15:32 KING COUNTY, UA Pin Loi 2 of SP 8805099006 (Lot A of BLA 9511299005) [Include lot, block and plat or section, toWJl'!ihip and range) Full legal description located on page If of this document. @ (SpDec Above Thts Line For Recording Data! -------~~- State of Washington FHA Case No. northpoint escrow+ ~EED OF TRUST 566-0262561-103 order no.t/fY!:11:~ MIN 1001241-0001155919_3 MERS TELEPHONE: (888) 679-6377 THIS DEED OF TRUST ("Security Instrument") is made on February 9, 2011. The Grantor is Dumltru Roman and Adriana Roman husband and wife ("Borrower"). The truslee is Northpoint Escrow & Tille (''Trustee"). The beneficiary is Mongage Electronic Registration Syslerns, Inc. ("MERS"), (solely as nominee for Lender, as hereinafter defined, and Lender's successors and assigns). MERS is organized and existing under the laws of Delaware, and has an address and telephone number of P.O. Box 2026, Flint, Ml 48501-2026, tel. (888) 679-MERS. Republic Mortgage Home Loans LLC, ("Lender") is organized and existing under the laws of STATE OF UTAH, and has an address of 5241 South Slate Slreet #2, Murray, UTAH 84107. Borrower owes Lender the principal sum of Three Hundred Eighty Two Thousand Elghl Hundred Forty And 00/IOO Dollars (U.S. $382,840.00). This debt is evidenced by Borrower's note dated the same date as this Security Instrument ("Note"), which provides for monthly payments, with the full debt, if not paid earlier, due and payable on March I, 2041. This Security Instrument secures to Lender: (a) the repayment of the debt evidenced by the Note, with interest, and all renewals, extensions and modifications of the Note; (b) the payment of all other sums, with interes1, advanced under paragraph 7 to protect the security of this Security Instrument; and (c) the performance of Borrower's covenants and agreements under this Security Instrument and FHA Washlnaton Deed of Trust with MERS-,1/96 Amended 1/98 wafinertd Paae I of 10 lnitiabl)~ ~ 20110211001149.001 the Note. For this purpose, Borrower irrevocably grants and conveys to the Trustee, in trust, with power of sale, the following described property located in KING County, Washington: Full legal descrlpdon Is located on page 10 of this document. which has the address of 2120 Jones Avenue NE [Street] Renton [Chy], Washington 98056 [Zip Code] ("Property Address"); TOGETHER WITH all the improvements now or hereafter erected on the property, and all easements, appurtenances and fixtures now or hereafter a part of the property. All replacements and additions shall also be covered by this Security Instrument. All of the foregoing is referred to in this Security Instrument as the "Property." Borrower understands and agrees that MERS holds only legal title to the interests granted by Borrower in this Security Instrument; bui, if necessary to comply with law or custom, MERS, (as nominee for Lender and Lender's successors and assigns), has the right: to exercise any or all of those interests, including, but not limited to, the right to foreclose and sell the Property; and to take any action required of Lender including, but not limited to, releasing or canceling this Security Instrument. BORROWER COVENANTS that Borrower is lawfully seized of the estate hereby conveyed and has the right to grant and convey the Property and that the Property is unencumbered, except for encumbrances of record. Borrower warrants and will defend generally the title to the Property against all claims and demands, subject to any encumbrances of record. THIS SECURITY INSTRUMENT combines uniform covenants for national use and non-uniform covenants with limited variations by jurisdiction to constitute a uniform security instrument covering real property. Borrower and Lender covenant and agree as follows: UNIFORM COVENANTS. I. Payment or Principal, Interest and Late Charge. Borrower shall pay when due the principal of, and interest on, the debt evidenced by the Note and late charges due under the Note. 2. Monthly Payment of Taxes, Insurance and Other Charges. Borrower shall include in each monthly payment, together with the principal and interest as set forth in the Note and any late charges, a sum for (a) taxes and special assessments levied or to be levied against the Property, (b) leasehold payments or ground rents on the Property, and (c) premiums for insurance required under paragraph 4. In any year in which the Lender must pay a mottgage insurance premium to the Secretary of Housing and Urban Development ("Secretary"), or in any year in which such premium would have been required if Lender still held the Security Instrument, each monthly payment shall also include either: (i) a sum for the annual mortgage insurance premium to be paid by Lender to the Secretary, or (ii) a monthly charge instead of a mortgage insurance premium if this Security Instrument is held by the Secretary, in a reasonable amount to be determined by the Secretary. Except for the monthly charge by the Secretary, these items arc called .. Escrow Items" and the sums paid to Lender are called "Escrow Funds." Lender may, at any time, collect and hold amounts for Escrow hems in an aggregate amount not to exceed the maximum amount that may be required for Borrower's escrow account under the Real Estate Settlement Procedures Act of 1974, 12 U.S.C. Section 2601 et seq. and implementing regulations, 24 CFR Part 3500, as they may be amended from time to time ("RESPA"), except that the cushion or reserve permitted by RESPA for unanticipated disbursements or disbursements before the Borrower's payments are available in the account may not be based on amounts due for the mortgage insurance premium. If the amounts held by Lender for Escrow Items exceed the amounts permitted to be held by RESPA, Lender shall account to Borrower for the excess funds as required by RESPA. If the amounts of funds held by FHA Washlnglon Deed orTru1t with ME~6 Amended l/98 Paae 2 or 10 Initials: .lJ R 20110211001149.002 Lender at any time are not sufficient to pay the Escrow Items when due, Lender may notify the Borrower and require Borrower to make up the shortage as permitted by RESPA. The Escrow Funds are pledged as additional security for all sums secured by this Security Instrument. If Borrower tenders to Lender the full payment of all such sums, Borrower's account shall be credited with the balance remaining for all installment items (a), (b), and (c) and any mortgage insurance premium installment that Lender has not become obligated to pay to the Secretary, and Lender shall promptly refund any excess funds to Borrower. lnnncdia1eJy prior to a foreclosure sale of the Propcny or its acquisition by Lender, Borrower's account shall be credited with any balance remaining for all installments for items (a), (b), and (c). J. Application of Payments. All payments under paragraphs I and 2 shall be applied by Lender as follows: J:i.W, to the mortgage insurance premium to be paid by Lender to the Secretary or to the monthly charge by the Secretary instead of the monthly mortgage insurance premium; Second. to any taxes, special assessments, leasehold payments or ground rents, and tire, flood and other hazard insurance premiums, as required; lhll:g, to interest due under the Note; £l!l!llh, to amortization of the principal of the Note; and fifih, to late charges due under the Note. 4. Fire, Flood and Other Hazard Insurance. Borrower shall insure all improvements on the Property, whether now in existence or subsequently erected, against any hazards, casualties, and contingencies, including fire, for which Lender requires insurance. This insurance shaJI be maintained in the amounts and for the periods that Lender requires. Borrower sha11 also insure all improvements on the Property, whether now in existence or subsequently erected, against loss by floods to the extent required by the Secretary. All insurance shall be carried with companies approved by Lender. The insurance policies and any renewals shall be held by Lender and shall include loss payable clauses in favor of, and in a form acceptable to, Lender. In the event of loss, Borrower shall give Lender immediate notice by mail. Lender may make proof of loss if not made promptly by Borrower. Each insurance company concerned is hereby authorized and directed to make payment for such loss directly to Lender. instead ofto Borrower and to Lender jointly. All or any part of the insurance proceeds may be applied by Lender, at its option, either (a) to the reduction of the indebtedness under the Note and this Security Instrument, first to any delinquent amounts applied in the order in paragraph 3, and then to prepayment of principal, or (b) to the restoration or repair of the damaged Property. Any application of the proceeds to the principal shall not extend or postpone the due date of the monthly payments which are referred to in paragraph 2, or change the amount of such payments. Any excess insurance proceeds over an amount required to pay all outstanding indebtedness under the Note and this Security Instrument shall be paid to the entity legally entitled thereto. In the event of foreclosure of this Security Instrument or other transfer of title to the Property that extinguishes the indebtedness, all right, title and interest of Borrower in and to insurance policies in force shall pass to the purchaser. 5. Occupancy, Preservation, Maintenance and Protection or the Property; Borrower's Loan Application; Leaseholds. Borrower shall occupy, establish, and use the Property as Borrower's principal residence within sixty days after the execution of this Security Instrument (or within sixty days of a later sale or transfer of the Property) and shall continue to occupy the Property as Borrower's principal residence for at least one year after the date of occupancy, unless Lender determines that reqllirement will cause undue hardship for Borrower, or unless extenuating circumstances exist which are beyond Borrower's control. Borrower shall notify Lender of any extenuating circumstances. Borrower shall not commit waste or destroy, damage or substantially change the Property or allow the Property to deteriorate, reasonable wear and tear excepted. FHA Wuhlnaton Deed ofTrusl wtth MERS-4196 Amended 2198 Page 3 or 10 20110211001149.003 Lender may inspect the Property if the Property is vacant or abandoned or the loan is in default. Lender may take reasonable action to protect and preserve such vacant or abandoned Property. Borrower shall also be in default if Borrower, during the Joan application process, gave materially false or inaccurate information or statements to Lender (or failed lo provide Lender with any material information) in connection with the loan evidenced by the Note, including, but not JiITllted to, representations concerning Borrower's occupancy of the Property as a principal residence. If this Security Instrument is on a leasehold, Borrower shall comply with the provisions of the lease. If Borrower acquires fee title to the Property, the leasehold and fee title shall not be merged unless Lender agrees to the merger in writing. 6. Condemnation. The proceeds of any award or claim for damages, direct or consequential, in connection with any condemnation or other laking of any part of the Property, or for conveyance in place of condemnation, are hereby assigned and shall be paid lo Lender to the extent of the full amount of the indebtedness that remains unpaid under the Note and this Security Instrument. Lender shall apply such proceeds to the reduction of the indebtedness under the Note and this Security Instrument, first to any delinquent amounts applied in the order provided in paragraph 3, and then lo prepayment of principal. Any application of the proceeds to the principal shall not extend or postpone the due date of the monthly payments, which are referred to in paragraph 2, or chartge the amount of such payments. Any excess proceeds over an amount required to pay all outstanding indebtedness under the Note and this Security Instrument shall be paid lo the entity legally entitled thereto. 7. Charges to Borrower and Protection of Lender's Rights In the Property. Borrower shall pay all governmental or municipal charges, fines and impositions that are not included in paragraph 2. Borrower shall pay these obligations on time directly to the entity which is owed the payment. If failure to pay would adversely affect Lender's interest in the Property, upon Lender's request Borrower shall promptly furnish to Lender receipts evidencing these payments. If Borrower fails lo make these payments or the payments required by paragraph 2, or fails to perform any other covenants and agreements contained in this Security Instrument, or there is a legal proceeding that may significantly affect Lender's rights in the Property (such as a proceeding in bankruptcy, for condemnation or to enforce laws or regulations), then Lender may do and pay whatever is necessary to protect the value of the Property and Lender's rights in the Property, including payment of taxes, hazard insurance and other items mentioned in paragraph 2. Any amounts disbursed by Lender under this paragraph shall become an additional debt of Borrower and be secured by this Security Instrument. These amounts shall bear interest from the date of disbursement, at the Note rate, and at the option of Lender, shall be immediately due and payable. Borrower shall promptly discharge any lien which has priority over this Security Instrument unless Borrower: (a) agrees in writing to the payment of the obligation secured by the lien in a manner acceptable to Lender; (b) contests in good faith the lien by, or defends against enforcement of the lien in, legal proceedings which in the Lender's opinion operate to prevent the enforcement of the lien; or (c) secures from the holder of the lien an agreement satisfactory to Lender subordinating the lien to this Security Instrument. If Lender determines that any part of the Property is subject to a lien which may attain priority over this Security Instrument, Lender may give Borrower a notice identifying the lien. Borrower shall satisfy the lien or take one or more of the actions set forth above within 10 days of the giving ofnotice. 8. Fees. Lender may collect fees and charges authorized by the Secretary. 9. Grounds for Acceleration or Debt. · (a) Default, Lender may, except as limited by regulations issued by the Secretary, in the ease of payment defaults, r"'luire immediate payment in full of all sums secured by this Security Instrument if: FHA Wublngton ~ orTru,i with MERS-4/96 Amendtd 2/98 Paa;e 4 of 10 lniti,i,, J)R_ At2..J 20110211001149.004 (i) Borrower defaults by failing to pay in full any monthly payment required by this Security Instrument prior to or on the due date of the next monthly payment, or (ii) Borrower defaults by failing, for a period of thirty days, to pmorrn any other obligations contained in this Security Instrument. (b) Sale Without Credit Approval. Lender shall, if permitted by applicable law (including Section 341(d) of the Garn-St. Germain Depository Institutions Act of 1982, 12 U.S.C. 1701j-3(d)) and with the prior approval of the Secretary, require immediate payment in full of all sums secured by this Security Instrument if: (i) All or part of the Property, or a beneficial interest in a trust owning all or part of the Property, is sold or otherwise transferred (other than by devise or descent), and (ii) The Property is not occupied by the purchaser or grantee as his or her principal residence, or the purchaser or grantee does so occupy the Property but his or her credit has not been approved in accordance with the requirements of the Secretsry. (c) No Waiver. If circumstances occur that would permit Lender to require immediate payment in full, but Lender does not require such payments, Lender does not waive its rights with respect to subsequent events. · (d) Regulations of HUD Secretary. In many circumstances regulations issued by the Secretary will limit Lender's rights, in the case of payment defaults, to require immediate payment in full and foreclose ff not paid. This Security Instrument does not authorize acceleration or foreclosure if not permitted by regulations of the Secretary. (e) Mortgage Not Insured. Borrower agrees that if this Security Instrument and the Note are not determined to be eligible for insurance under the National Housing Act within 60 days from the date hereof, Lender may, at its option, require immediate payment in full of a1l sums secured by this Security Instrument. A written statement of any authorized agent of the Secretary dated subsequent to 60 days from lhc date hereof, declining to insure this Security Instrument and the Note, shall be deemed conclusive proof of such ineligibility. Notwithstanding the foregoing, this option may not be exercised by Lender when the unavailability of insurance is solely due to Lender's failure to remit a mortgage insurance premium to the Secretary. I 0. Reinstatement. Borrower has a right to be reinstated if Lender has required immediate payment in full because of Borrower's failure to pay an amount due under the Note or this Security Instrument. This right applies even after foreclosure proceedings are instituted. To reinstate the Security Instrument, Borrower shall tender in a lump sum all amounts required to bring Borrower's account current including, to the extent they are obligations of Borrower under this Security Instrument, foreclosure costs and reasonable and customary attorneys' fees and expenses properly associated with the foreclosure proceeding. Upon reinstatement by Borrower, this Security Instrument and the obligations that it secures shall remain in effect as if Lender had not required irmnediate payment in full. However, Lender is not required to pennit reinstatement if: (i) Lender has accepted reinstatement after the commencement of foreclosure proceedings within two years immediately preceding the commencement of a current foreclosure proceeding, (ii) reinstatement will preclude foreclosure on different grounds in the future, or (iii) reinstatement will adversely affect the priority of the lien created by this Security Instrument. II. Borrower Not Released; Forbearance By Lender Not a Waiver. Extension of the time of payment or modification of amortization of the sums secured by this Security Instrument granted by Lender to any successor in interest of Borrower shall not operate to release the liability of the original Borrower or Borrower's successor in interest. Lender shall not be required to commence proceedings against any successor in interest or refuse to extend time for payment or otherwise modify amortization of the sums secured by this FHA WHhlnatoa Deed of Tru,1 with ME~ Amended 2/98 Page S of 10 20110211001149.005 Security Instrument by reason of any demand made by the original Borrower or Borrower•s successors in interest. Any forbearance by Lender in exercising any right or remedy shall not be a waiver of or preclude the exercise of any right or remedy. 12. Successors and Assigns Bound; Joint and Several Liability; Co-Signers, The covenants and agreements of this Security Instrument shall bind and benefit the successors and assigns of Lender and Borrower, subject lo the provisions of paragraph 9(b). Borrower's covenants and agreements shall be joint and several. Any Borrower who co-signs this Security Instrument but does not execute the Note: (a) is co-signing this Security Instrument only to mortgage, grant and convey that Borrower's interest in the Property under the terms of this Security Instrument; (b) is not personally obligated to pay the sums secured by this Security Instrument; and (c) agrees that Lender and any other Borrower may agree to extend, modify, forbear or make any accommodations with regard lo the terms of this Security Instrument or the Note without that Borrower's consent. 13. Notices. Any notice to Borrower provided for in this Security Instrument shall be given by delivering it or by mailing it by first class mail unless applicable law requires use of another method. The notice shall be directed to the Property Address or any other address Borrower designates by notice to Lender. Any notice to Lender shall be given by first class mail to Lender's address staled herein or any address Lender designates by notice to Borrower. Any notice provided for in this Security Instrument shall be deemed to have been given to Borrower or Lender when given as provided in this paragraph. 14. Governing Law; Severability. This Security Instrument shall be governed by Federal law and the law of the jurisdiction in which the Property is located. In the event that any provision or clause of this Security Instrument or the Note conflicts with applicable law, such conflict shall not affect other provisions of this Security Instrument or the Note which can be given effect without the conflicting provision. To this end the provisions of this Secutity Instrument and the Note are declared to be severable. IS. Borrower's Copy. Borrower shall be given one conformed copy of the Nole and of this Security Instrument. 16. Hazardous Substances. Borrower shall not cause or permit the presence, use, disposal, storage, or release of any Hazardous Substances on or in the Property. Borrower shall not do, nor allow anyone else to do, anything affecting the Property that is in violation of any Environmental Law. The preceding two sentences shall not apply to the presence, use, or storage on the Property of small quantities of Hazardous Substances that are generally recognized to be appropriate to normal residential uses and to maintenance of the Property. Borrower shall promptly give Lender written notice of any investigation, c1aim. demand, lawsuit or other action by any governmental or regulatory agency or private party involving the Property and any Hazardous Substance or Environmental Lew of which Borrower has actual knowledge. If Borrower learns, or is notified by any governmental or regulatory authority, that any removal or other remediation of any Hazardous Substances affecting the Property is necessary, Borrower shall promptly take all necessary remedial actions in accordance with Environmental Law. As used in this paragraph 16, "Hazardous Substances" are those substances defined as toxic or hazardous substances by Environmental Law and the following substances: gasoline, kerosene, other flammable or toxic petroleum products, toxic pestiCldes and herbicides, volatile solvents, materials containing asbestos or formaldehyde, and radioactive materials. As used in this paragraph 16, "Environmental Law" means federal Jaws and laws of the jurisdiction where the Property is located that relate lo health, safely or environmental protection. NON-UNIFORM COVENANTS. Borrower and Lender further covenant and agree as follows: FHA Washington Dttd of TrHt with MERS-4/96 Amended Z/98 Page 6or 10 lnitiais~ .... >~/)e>.--~~--- 20110211001149.006 17. Assignment of Rents. Borrower unconditionally assigns and transfers to Lender all the rents and revenues of the Property. Borrower authorizes Lender or Lender's agents to collect the rents and revenues and hereby directs each tenant of the Property to pay the rents to Lender or Lender's agents. However, prior to Lender's notice to Borrower of Borrower's breach of any covenant or agreement in the Security Instrument, Borrower shall collect and receive all rents and revenues of the Property as trustee for the benefit of Lender and Borrower. This assignment of rents constitutes an absolute assignment and not an assignment for additional security only. · If Lender gives notice of breach to Borrower: (a) all rents received by Borrower shall be held by Borrower as trustee for benefit of Lender only, to be applied to the sums secured by the Security, Instrument; (b) Lender shall be entitled to collect and receive all of the rents of the Property; and (c) each tenant of the Property shall pay all rents due and unpaid to Lender or Lender's agent on Lender's written demand to the tenant. Borrower has not executed any prior assignment of the rents end has not and will not perform any act that would prevent Lender from exercising its rights under this paragraph 17. Lender shall not be required to enter upon, talce control ·of or maintain the Property before or after giving notice of breach to Borrower. However, Lender or a judicially appointed receiver may do so at any time there is a breach. Any application of rents shall not cure or waive any default or invalidate any other right or remedy of Lender. This assignment of rents of the Property shall terminate when the debt secured by the Security Instrument is paid in full. 18. Fore<losure Procedure. If Lender requires Immediate payment In full under paragraph 9, Lender may Invoke the power of sale and any other remedies permitted by applicable law. Lender shall be entitled to collect all expenses Incurred In pursuing the remedies provided In this paragraph 18, Including, but not limited to, reasonable attorneys' fees and costs of title evidence. If Lender Invokes the power of sale, Lender shall give written notice to Trustee of the occurrence of an event of default and of Lender's election to cause the Property to be sold. Trustee and Lender shall take such action regarding notice of sale and shall give such notices to Borrower and to other persons as appllcable law may require. After the lime required by applicable law and after publication of the notice of sale, Trustee, without demand on Borrower, shall sell the Property at public auction to the highest bidder at the time and place and under the terms designated in the notice of sale in one of' more parcels and In any order Trustee determines. Trustee may postpone sale of the Property for a period or periods permitted by applicable Jaw by public announcement at the time and place fixed in the notice of sale. Lender or its deslgnee may purchase the Property at any sale. Trustee shall deliver to the purchaser Trustee's deed conveying the Property without any covenant or warranty, expressed or Implied. The recitals In the Trustee's deed shall be prlma facle evidence or the truth of the statements made therein. Trustee shall apply the proceeds of the sale In the following order: (a) to all expenses of the sale, Including, but not limited to, reasonable Trustee's and attorneys' fees; (b) 10 all sums secured by this Security Instrument; and (c) any excess to the person or person, legally entitled lo it or to the clerk of the superior court of the county In which the sale took place. If the Lender's Interest In this Security Instrument Is held by the Secretary and the Secretary requires Immediate payment In full under paragraph 9, the Secretary may Invoke the nonjudicial power of sale provided In the Single Family Mortgage Foreclosure Act of 1994 ("Act") (12 U.S.C. 3751 et seq.) by requesting a foreclosure commissioner designated under the Act to commence foreclosure and to sell the Property as provided in the Act. Nothing in the preceding sentence shall deprive the Secretary of any rights otherwise available to a Lender under this paragraph 18 or applicable law. 19. Reconveyance. Upon payment of all sums secured by this Security Instrument, Lender shall request Trustee to reconvey the Property and shall surrender this Security Instrument and all notes evidencing FHA Wiuhlnaton Dffd ofTru1c with MERS-4/96i Amended 2/98 Paiie 7 or 10 lnitiab: .,1,Q 1f'(L, 20110211001149.007 debt secured by this Security Instrument to Trustee. Trustee shall reconvey the Property without warranty and without charge to the person or persons legally entitled to it. Such person or persons shall pay any rccordarion costs. 20. Substitute Trustee. In accordance with applicable Jaw, Lender may from time to time appoint a successor trustee to any Trustee appointed hereunder who has ceased to act. Without conveyance of the Property, the successor trustee shall succeed to all the title, power and duties conferred upon Trustee herein and by applicable Jaw. 21. Use of Property. The Property is not used principally for agricultural or fanning purposes. 22. Riders to this Security Instrument. If one or more .riders arc executed by Borrower and recorded together with this Security Instrument, the covenants of each such rider shall be incorporated into and shall amend and supplement the covenants and agreements of this Security Instrument as if the rider(s) were a part of this Security Instrument. [Check applicable box(es)J. [ ] Condominium Rider [ J Planned Unit Development Rider FHA Wuhlna:ton Deed orTrust wllb MERS-4196 Amended 2198 [ ] Growing Equity Rider [ J Other [specify] ( J Graduated Payment Rider Page 8 of 10 tnitfals, rlJ/2, /(a., 20110211001149.008 BY SIGNING BELOW, Borrower accepts and agrees to the terms contained in this Security Instrument and in any rider(s) executed by Borrower and recorded with it. Wi1nesses: STATE OF WASHINGTON County of ~ I VJ Cj c..iif?aLl l c Dumitru Roman (Seal) -Borrower · ,...o ~'-,--=/la.-"~-=...:::c..:::..------=-<Seal) Adriana Roman -Borrower } ss: On this day personally appeared before me Dumltru Roman and Adriana Roman to me known to be the individuals described in and who executed the within and foregoing instrument, and acknowledged that THEY signed the same as their free and voluntary act and de~d. for the uses and purpose therein mentioned. GIVEN under my hand and official seal this /() 1/M. day of fe t2C!l. Q.Y~ . clO // . FHA Wasblneton Deed ofTru1I with MERS,..U96 Ammdedl/98 Page9ofl0 20110211001149.009 20110211001149.011 Order No. NP • 30048297 EXHIBIT "A" THAT PORTION OF LOT 2 OF SHORT PLAT NO. SHPL-060-87 AS RECORDED UNDER RECORDING NO. 8805099006, RECORDS OF KING COUNTY AUDITOR, LYING NORTHERLY OF THE FOLLOWING DESCRIBED LINE: BEGINNING AT THE NORTHEAST CORNER OF LOT 4 OF SAID SHORT PLAT; THENCE NORTH 89°29'00" EAST ON THE EASTERLY PROJECTION OF THE NORTH LINE OF SAID LOT 4, A DISTANCE OF 226.50 FEET TO A POINT ON THE EASTERLY BOUNDARY OF SAID LOT 2, SAID POINT BEING SOUTH 00°35'32" EAST A DISTANCE OF 326.88 FEET FROM THE MOST NORTHEASTERLY CORNER OF SAID LOT 2, AND THE TERMINUS OF THE HEREIN DESCRIBED LINE; (ALSO KNOWN AS LOT A, KING COUNTY BOUNDARY LINE ADJUSTMENT 95-093, KING COUNTY RECORDING NUMBER 9511299005) SITUATE IN THE CITY OF RENTON, COUNTY OF KING, STATE OF WASHINGTON. . ' 1 AND WHEN RECORDED, MAIL TO: Document Management Services 1800 Tape Canyon Road Mail Stop CA6-914-01-41 Simi Valley, CA 93063 MIN# /Q0/9.~1-DOl>'/lds"q/tj-j SIS # 888-6 79-6377 Jll/lilll~lf fl~ltl llflll~~"~" Ill lllJ l rl 2W1l20~i3000858 UFG NATIONAL T AST 16 00 PAGE-001 OF 003 ' 08/13/2012 10:59 KING COUNTY, UA ( ,.2\ Courtesy Reconllng ONLY (2; No liablllly for valldity and/or accuracy assumed by WFG Na\iOIIBI Title Co. Doc ID No.: 0002301461602005N SUBSTITUTION OF TRUSTEE WHEREAS, DUMITRU ROMAN, and ADRIANA ROMAN is/are the Trustor(s), NORTHPOINT ESCROW & TITLE, is the original Trustee, and MORTGAGE ELECTRONIC REGISTRATION SYSTEMS, INC. AS NOMINEE FOR REPUBLIC MORTGAGE HOME LOANS LLC is the original Beneficiary under that certain DEED OF TRUST dated 02/09/2011, and recorded on 02/11/2011, as Document No./lnstrument No. 20110211001149, in the Official Records of the County Recorder of KING County, State of WASHINGTON {"Deed of Trust"); and property legally described as follows: WHEREAS, the undersigned, as the current Beneficiary, desires to substitute a new Trustee under said Deed of Trust in place and stead of NORTHPOINT ESCROW & TITLE. NOW THEREFORE, the undersigned hereby substitutes RECONTRUST COMPANY, N.A. as Trustee under said Deed of Trust. Dated: July ~2012 MORTGAGE ELECTRONIC REGISTRATION SYSTEMS, INC. AS NOMINEE FOR REPUB C MORTGAGE HOME LOANS LLC, a enefici.i LBLOCK, T VICE PRESIDENT STATE OF TEXAS COUNTY OF DALLAS CERTIFICATE OF ACKNOWLEDGMENT On July ~2012, before me, HEATHER A VINAS, personally appeared ~T KIELBLOCK, k~own to me (or proved to me on the oath of •,Srt,.,,Nr \flu ru,~ or through , to be the person whose name is subscribed to the foregoing instrument and . acknowledged to me that he/she executed the same for the purposes and consideration therein expressed. WITNESS MY HAND AND OFFICIAL SEAL ~ .flh\r-~ HTHER A VINAS . e·~ HEATHER A VINAS 't..J.:).~ Notary Public ~-~, STATE OF TEXAS My Comm. E,p. 03·28·18 TYPE OF DOCUMENT: Substitution of Trustee DOCUMENT DATE: July rJ ' 2012 -~ \ EXHIBIT "A" THAT PORTION OF LOT 2 OF SHORT PLAT NO. SHPL-060-87 AS RECORDED UNDER RECORDING NO. 8805099006, RECORDS OF KING COUNTY AUDITOR, LYING NORTHERLY OF THE FOLLOWING DESCRIBED LINE: BEGINNING AT THE NORTHEAST CORNER OF LOT 4 OF SAID SHORT PLAT; THENCE NORTH 89°29'00" EAST ON THE EASTERLY PROJEcnON OF THE NORTH LINE OF SAID LOT 4, A DISTANCE OF 226.50 FEET TO A POINT ON THE EASTERLY BOUNDARY OF SAID LOT 2, SAID POINT BEING SOUTH 00'35'32" EAST A DISTANCE OF 326.88 FEET FROM THE MOST NORTHEASTERLY CORNER OF SAID LOT 2, AND THE TERMINUS OF THE HEREIN DESCRIBED LINE; (ALSO KNOWN AS LOT A, KING COUNTY BOUNDARY LINE ADJUSTMENT 95-093, KING COUNTY RECORDING NUMBER 9511299005) SITUATE IN THE CITY OF RENTON, COUNTY OF KING, STATE OF WASHINGTON. l Docum.ent Management Services 1800 Tape Canyon Road Mail Stop CAS-914-01-41 Simi Valley, CA 93063 MIN# IOO ,,i11--oov11 ~'il'l-.3 srs # 888-679-6377 f 111111111111111 UFG~Jii,~ l 3000859 PAGE-001 OF 008 131.00 0s11a12012 10·sg KING COUNTY , UA Courtesy Recording ONLY NG liability !or valldity and/or IICCUIIICYCo llllllmod by WFG National TIiie · Document ID# 0002301461602005N MODIFICATION TO DEED OF TRUST AND PARTIAL RECONVEYANCE This Modification to Deed of Trust and Partial Reconveyance ("Modification"), is made this~ day of July, 2012 among MORTGAGE ELECTRONIC REGISTRATION SYSTEMS, INC. AS NOMINEE FOR REPUBLIC MORTGAGE HOME LOANS LLC ("Beneficiary"), RECONTRUST COMPANY, N.A. ("Trustee") and DUMITRU ROMAN, and ADRIANA ROMAN (the "Borrower(s)") (collectively referred to herein as the "parties"). RECITALS This Modification is made with reference to the following facts: A. The Borrower(s) made, executed, and delivered to REPUBLIC MORTGAGE HOME LOANS LLC, ("Lender") and Beneficiary, that certain DEED OF TRUST dated 02/09/2011, and recorded on 02/11/2011, as Document No./lnstrument No. 20110211001149, in the Official Records in the Office of the County Recorder of KING County, State of WASHINGTON ("Deed of Trust"), securing a Note dated 02/09/2011, in the principal amount of $377,120.19 in favor of the Beneficiary and legally describing the real property as follows: B. The purpose of this Modification is for lot line adjustment. TERMS OF MODIFICATION 1. For value received, the parties hereto do hereby modify said Deed of Trust to provide that the legal description therein shall be as follows ("Secured Property"): . ·, ' 2. The Borrower(s) irrevocably grant(s) and convey(s) the Secured Property to Trustee under the Deed of Trust together with power of sale subject to each and all of the terms and conditions of the Deed of Trust, including this Modification thereto. 3. The Borrower(s), the Trustee and the Beneficiary do hereby reconvey, without warranty, to the person or persons legally entitled thereto, all the estate in and to any portion of the legal description first described hereinabove, which is not included within the description to the Secured Property. 4. The terms of the Deed of Trust, which are incorporated herein by reference, shall remain in full force and effect and be binding thereon to the extent they are not inconsistent with the provisions of this Modification. In the event of any inconsistency between the provisions of this Modification and the original Deed of Trust, the provisions of this Modification shall control. The Deed of Trust, herein modified, when signed by all parties hereto, shall constitute one Deed of Trust. 5. This Modification shall inure to and bind the heirs, devisees, successors and assigns of the parties hereto. END OF PAGE 6. This Modification may be executed in counterparts, but shall be of no force and effect unless and until all parties to this Modification have duly executed this document. IN WITNESS WHEREOF, the parties hereto have executed this Modification the day and year first above written. RECONTRUST COMPANY, N.A., asTrust~ PHILIPS CARY, ASSISTANT VICE PRESIDENT DUMITRU ROMAN, Borrower ADRIANA ROMAN, Borrower (ALL SIGNATURES MUST BE ACKNOWLEDGED) CERTIFICATE OF ACKNOWLEDGMENT STATE OF TEXAS COUNTY OF DALLAS On July \1~ 2012, before me, HEATHER A VINAS, personally appeared PHILIPS CARY, kn~w: to me (or proved to me on the oath of ~~:ID!\t: V:u !((_t,\.)L lOt or through , to be the person whose name is subscribed to the foregoing instrument and acknowledged to me that he/she executed the same for the purposes and consideration therein expressed. WITNESS MY HAND AND OFFICIAL SEAL TYPE OF DOCUMENT: DOCUMENT DATE: HEATHER A VINAS Nola,y Public STATE OF TEXAS My Comm. Exp. 00·211-18 Modification to Deed of Trust and Partial Reconveyance July rr. 2012 CERTIFICATE OF ACKNOWLEDGMENT STATE OF TEXAS COUNTY OF DALLAS ~ On July 1"1', 2012, before me, HEATHER A VINAS, personally appeared ~T K7ELBLOCK, k(lown to me (or proved to me on the oath of ~Smwre \\ :L'\, ~n, \: ,\.i.!itt Or through , to be the person whose name is subscribed to the foregoing instrument and acknowledged to me that he/she executed the same for the purposes and consideration therein expressed. WITNESS MY HAND AND OFFICIAL SEAL Q {i1V'W?r HEATHER A VINAS TYPE OF DOCUMENT: DOCUMENT DATE: HEATHER A VINAS Notary Public STATE OF TEXAS My Comm. Exp. 03-26-16 Modification to Deed of Trust and Partial Reconveyance Julyµ, 2012 CERTIFICATE OF ACKNOWLEDGMENT STATE OF J.6J.i2Sbi~ COUNTY OF t{ i/\€:) On~'\.l 3o. 2-D\2. ~befo me.:Totc0. LNY)n tvt?\V\$ personally~.f)uroi l'Y\OlV') . known to me (or proved to me on the oath of _';(£ or through --------------~· to be the persori whose name is subscribed to the foregoing instrument .and acknowledged to me that he/she executed the same for the purposes and consideration therein expressed. WITNE S MY HAND AND OFFICIAL SEAL -lk-- Notary Public State or Woablagton TARA LYNN E\fANS MY COMMISSION EXPIRES April 17, 2014 CERTIFICATE OF ACKNOWLEDGMENT STATE OF \NOl$V\ \ Y'§+m,, COUNTY OF \Li ~ On 1,,)D'>J :oD I AA~ . be~~e me,Sv1v0 L\lr,v1 fvorAS . personally appeared ~i O\V\Ol ~YY\CA '{\ . known to me (or proved to me on the oath of 'VJOV'(])V\){K or through ---------------'' to be the person whose name is subsc_ribed to the foregoing instrument and acknowledged to me that he/she executed · the same for the purposes and consideration therein expressed. WITN SS MY HAND AND OFFICIAL SEAL Notary Public State or Waablngton TARA L VNN E\f ANS MY COMMISSION EXPIRES April 17, 2014 ', ' EXHIBIT "A" -, ' THAT PORTION OF LOT 2 OF SHORT PLAT NO. SHPL-060-87 AS RECORDED UNDER RECORDING NO. 8805099006, RECORDS OF KING COUNTY AUDITOR, LYING NORTHERLY OF THE FOLLOWING DESCRIBED LINE: BEGINNING AT THE NORTHEAST CORNER OF LOT 4 OF SAID SHORT PLAT; THENCE NORTH 89°29'00" EAST ON THE EASTERLY PROJECTION OF THE NORTH LINE OF SAID LOT 4, A DISTANCE OF 226.50 FEET TO A POINT ON THE EASTERLY BOUNDARY OF SAID LOT 2, SAID POINT BEING SOUTH 00°35'32" EAST A DISTANCE OF 326.88 FEET FROM THE MOST NORTHEASTERLY CORNER OF SAID LOT 2, AND THE TERMINUS OF THE HEREIN DESCRIBED LINE; (ALSO KNOWN AS LOT A, KING COUNTY BOUNDARY LINE ADJUSTMENT 95·093, KING COUNTY RECORDING NUMBER 9511299005) SITUATE IN THE CITY OF RENTON, COUNTY OF KING, STATE OF WASHINGTON. , . ' -·-. I LEGAL DESCRIPTION EXHIBIT 'B' '" I LOT 'A' CITY OF RENTON BLA NO. LUA-95-93-LLA AS RECORDED UNDER RECORDING NO. 9511299005 RECORDS OF KING COUNTY WASHING TON, EXCEPT: THE NORTH 70 FEET OF THE WEST 255.14 FEET THEREOF. ... Altmann Oliver Associates, LLC pn l\ox t17~ c:;1rna1ion, \\';\ !1,~Ul·l ( )//lr1• i 4~;·11 :t1:t..,l!",:F1 Fa:,. (·1'.?:"ll :tt',...j;"iO!I Environmental Planning & Landscape Architecture WETLAND DELINEATION AND STANDARD STREAM STUDY REPORT ROMAN 2-LOT SHORT PLAT RENTON, WASHINGTON Prepared For: Dumitru Roman 2120 Jones Ave. NE Renton, WA 98056 May 29, 2013 Table Of Contents 1.0 INTRODUCTION 2.0 GENERAL PROPERTY DESCRIPTION AND LAND USE 3.0 METHODOLOGY 4.0 RESULTS 4.1 Kennydale Creek 4.2 Wetland A 4.3 Wetland 8/C Mosaic 5.0 WETLAND/STREAM FUNCTIONS AND VALUES 6.0 HABITAT ASSESSMENT 7.0 PROPOSED PROJECT List of Attachments Attachment A: OTAK Stream Typing Technical Memorandum Attachment B: Wetland Data Sheets Page I I 2 2 2 3 3 4 ROMAN 2-LOT SHORT PLAT KENT, WASHINGTON WETLAND DELINEATION AND STANDARD STREAM STUDY REPORT PRE12-032 May 29, 2013 1.0 INTRODUCTION This report is the result of a wetland and stream study on a 2.27-acre site located in the City of Renton, Washington. As part of the proposed project the site would be subdivided into two lots. The purpose of this report is to describe and classify the wetlands and stream delineated on the property. Information in this report is intended to satisfy the general reporting requirements of RMC 4-8-1200 for wetland and stream assessments. 2.0 GENERAL PROPERTY DESCRIPTION AND LAND USE The site consists of tax parcel 334390-3203 located at 2120 Jones Ave. NE in the City of Renton, Washington. It is found within the SW Y. of the NE Y. of Section 5, Township 23 North, Range 5 East, W.M. The site is currently developed with a single-family residence and several associated out-buildings. The remainder of the property is undeveloped and consists of a mix of small forested areas, dense brush, and yard/orchard. Kennydale Creek drains from south to north through the central portion of the property. 3.0 METHODOLOGY On November 3, 2011 a wetland reconnaissance and delineation was conducted on the subject property utilizing the methodology outlined in the 1997 Washington State Wetlands Identification and Delineation Manual and the May 2010 Regional Supplement to the Corps of Engineers Wetland Delineation Manual: Western Mountains, Valleys, and Coast Region (Version 2.0). The ordinary high water (OHW) of both sides of Kennydale Creek was delineated during the November 2011 field investigation. An additional site review was also conducted on May 28, 2013 to review current property conditions. 4.0RESULTS Kennydale Creek drains from south to north through the central portion of the property. In addition, a small pond (Wetland A) was delineated along the stream corridor to the east of the residence. A wetland mosaic (Areas 8 and C) was also preliminarily delineated throughout the southern portion of the site. All of the wetland and stream boundaries were subsequently surveyed by Encompass Engineering & Surveying (see survey drawing). Roman Short Plat May 29, 2013 1 Each of these critical areas is further described below. 4.1 Kennydale Creek Kennydale Creek on the site consists of a well-defined channel that appears to have been historically ditched. At the time of the delineation, vegetation along the riparian corridor consisted primarily of a strip of poplar (Popu/us sp.} and dense Himalayan blackberry (Rubus armeniacus) and hawthorne (Crataegus sp.) adjacent periodically mowed yard and orchard. As defined in RMC 4-3-050.L.1.a, Kennydale Creek is considered a Class 4 stream by the City of Renton. This stream classification was confirmed as part of a stream typing review that was conducted by Otak biologists in October of 2011 on the Joey's Short Plat project site located immediately downstream to the north (Attachment A). Class 4 streams require a 35-foot standard buffer. 4.2 Wetland A Wetland A consists of a historically excavated pond within the Kennydale Creek riparian corridor. At the time of the site visit, the entire wetland contained several inches of ponding. Vegetation within the wetland consisted primarily of reed canarygrass (Pha/aris arundinacea) with scattered water parsley (Oenanthe sarmentosa) and willow (Salix sp.) saplings. Black cottonwood (Popu/us trichocarpa), weeping willow (Salix baby/onica), birch (Betula sp.), and red alder (A/nus rubra) were observed along the pond perimeter. Attachment B contains data sheets prepared for a representative location in both the upland and wetland adjacent Wetland A. These data sheets document the vegetation, soils, and hydrology information that aided in the wetland boundary determination. Wetland A appears to meet the criteria for a Category 3 wetland and would require a 25-foot buffer per RMC 4-3-050M.6.c. 4.3 Wetland B/C Mosaic The southern portion of the site contains a mosaic of wetland areas that were preliminarily delineated during the field investigation. The area appears to have been disturbed through historic clearing, grading, and likely stream channelization and if any future development is proposed for this area it is our recommendation that a wet season review be conducted. At the time of the site visit, the eastern portion of the wetland mosaic (Area B) contained a mix of red alder, willow, Himalayan blackberry, lady fern (Athyrium filix- femina) and giant horsetail (Equisetum telmateia). The western portion of the mosaic (Area C) was dominated by creeping buttercup (Ranunculus repens). Both Wetland Areas B and C appear to meet the criteria for Category 3 wetlands and would require 25-foot buffers. Roman Short Plat May 29, 2013 2 5.0 WETLAND/STREAM FUNCTIONS AND VALUES Wetlands, in general, provide many valuable ecological and social functions, including stormwater storage, water quality protection, groundwater recharge and discharge, and wildlife habitat. Although historically disturbed, the wetlands on the site do continue to provide many of these functions. The wetlands provide some limited stormwater storage areas that trap sediments and other pollutants. The trapping of sediments and pollutants within the wetlands helps maintain water quality in downstream areas. The wetlands may also provide further benefit to wildlife by releasing water slowly during the summer months, thereby contributing to the base flow of the stream. In addition to its hydrologic functions, the wetlands also provide biological functions. As components of the riparian corridor, the wetlands and stream provide habitat for a variety of wildlife species. Another biologic function of the wetlands is the transport of nutrients (via Kennydale Creek) to downstream areas. Nutrients transported to downstream areas provide biological support for fish and other aquatic wildlife. Although privately owned, the on-site wetlands do provide some limited cultural wetland functions as part of the overall open space associated with the Kennydale Creek riparian corridor. The wetlands also contains some passive recreational opportunities such as wildlife viewing. 6.0 HABITAT ASSESSMENT As part of the wetland and stream study, the WA Department of Fish and Wildlife's Priority Habitats and Species (PHS) database was reviewed. This database did not indicate the presence of any threatened, endangered, sensitive, monitored, or priority habitats or species on or adjacent to the property. While the site does likely provide habitat for a variety of birds, small mammals, reptiles, and amphibians typically found within suburban environments, no threatened, endangered, sensitive, monitored, or priority species were identified on or adjacent the site during the field investigations. As defined in RMC 4-11-030.C, Critical Habitat is an area associated with threatened, endangered, sensitive, monitored, or priority species of plants or wildlife and which, if altered, could reduce the likelihood that the species would maintain and reproduce over the long term. Since no critical habitat has been identified on the site, no Habitat Data Report is required. Roman Short Plat May 29. 2013 3 I 7.0 PROPOSED PROJECT As part of the proposed 2-lot short-plat, a new lot would be created in the northwest portion of the site. It is anticipated that a future single-family residence would be constructed within the western portion of the lot adjacent Jones Ave. NE. This portion of the site currently consists of a periodically mowed pasture (Photo 1). It is our understanding that this new future residence could be constructed outside of the required 35-foot stream buffer.and that no impacts to Kennydale Creek, the delineated wetlands, or their required buffers are proposed. \\ \ll ;: --. J;_· ' ' Photo 1: View of future home-site on western portion of proposed Lot 1. Roman Short Plat May 29, 2013 4 t, t• ' ,o '' ' 0 '•\ 't"' 1._/~' ·. ,...· Attaclhment A 01AK 1echne~a~ Memorandum Ke1nJn1ydla~e Creek Stream fypHlrilQJ Technical Memorandum 10230 NE Poi11tJ Olive Suite --1-00 Kirkland, fVA 98033 Phone (~25) 822--1-146 Fax (425) 821-9577 To: From: Copies: Chip Vincent, Planning Director, City of Renton Jennifer Henning, Planning Manager, City of Renton Stephanie Smith, Wetland Biologist Kevin O'Brien, Ph.D., Senior Wildlife Biologist Suzanne Anderson, Ph.D., Senior Wetland Biologist Date: October 20, 2011 Subject: Kennydale Creek Stream Typing Project No.: 31821C Otak Inc biologists were asked by the City of Renton (City) to confirm the stream typing of Kennydale Creek (also called Clover Creek) in the vicinity of 2208 Jones Avenue NE (Parcel# 3343903602), which has been approved as a two-lot short plat Ooey's Short Plat). Otak biologists conducted their site visit on October 6, 2011, and were able to view the stream on the subject parcel. However, because Otak biologists lacked property access to any other parcels, they were unable to observe the stream in its entirety. Otak biologists were only able to view additional segments of Kennydale Creek from public rights-of way upstream of Interstate 405 (T-405), including the intersections of: Jones /\venue NE near NE 24'h Street; NE 24'" Street near High Avenue NE; and the stream crossing on NE 20th Street. Kennydale Creek is currently categorized by the City as a Class 4 stream upstream of the l-405 crossing (including the subject parcel), and as a Class 3 stream downstream of the T-405 crossing. Per the Renton Municipal Code (RMC 4-3-050.L.1.a) Class 3 and 4 streams are defined as: Class 3: Class 3 waters are non-salmonid-bearing perennial waters during years of normal rainfall, and/ or mapped on Figure Q4, Renton Water Class Map, as Class 3. (RMC 4-11- 160 defines perennial as "Waters which flow contin11011s!y"). Class 4: Class 4 waters are non-salmonid-bearing intermittent waters during years of normal rainfall, and/ or mapped on Figure Q4, Renton Water Class Map, as Class 4. (MIC 4-11-090 defines intermittent as "A condition where waler is not present in the channel year-round d11ringyears of nonnal or above nonnal rainfall'). Numerous studies have been completed for different segments of Kennydale Creek. These studies include a stream assessment conducted by Jamie Glasgow of Wild Fish Conservancy on September 1':: \profcct \.118(10\31821 C\Rcports\3 I 821 (: tech memo S,\_KOB.Jocx Chip Vincent, Planning Director, City of Renton Kennydale Creek Stream Typing Page 2 October 20, 2011 18, 2008 on segments of Kennydale Creek located upstream of l-405 (Wild Fish Conservancy memorandum, September 23, 2008). Ms. Glasgow reported observing flow both upstream (near NE 20'" Street) and downstream (near NE 24'" Street) of the subject parcel in the autumn of 2008. However, since she did not assess the entire reach of Kennydale Creek located upstream of I-405, she did not have sufficient information to determine whether any section of the stream lacks continuous flow during the summer. Additional studies on upper Kennydale Creek include a stream assessment prepared by Carl Hadley ofCedarrock Consultants, Inc., dated February 17, 2006. Mr. Hadley reviewed the water type classification of upper Kennydale Creek, and recommended maintaining the Class 4 water classification of the stream. Otak biologists were asked to determine whether the current Class 4 categorization for Kennydale Creek on the subject parcel is correct, or if the stream meets the definition of a Class 3 stream. The subject parcel has been approved for a two-lot short plat, and currently has a house on the northern portion of the property. The southern portion of the parcel consists of a mowed field dominated by creeping buttercup (Rammculus repens), and the western portion of the parcel fronts Jones Avenue NE. Kennydale Creek flows from south to north on the subject parcel, and it is located approximately 125 feet east of Jones Avenue NE, essentially bisecting the parcel. On the subject parcel, the creek channel is densely vegetated, is approximately four feet wide, and had between five and eighr inches of very slowly flowing water at the time of the site visit -see the photo attached to the end of this memorandum. It is important to note that the Otak site visit occurred on October 6, 2011 after several days of rain. Vegetation in the creek was dominated by watercress (Nasturtium ojjicinale), American speedwell ( Veronica Americana), with some reed canarygrass (Pha!ans arundinacea). The two dominant species in the creek (watercress and speedwell) are both obligate wetland species, meaning that 99-percent of the time, these plants are found in wetland habitats. Vegetation completely filled the stream channel, growing from the channel bed and banks of the stream. The density of the vegetation indicates that water does not flow through this segment of the stream at a sufficiently high velocity to prevent plants from becoming established. The dense vegetation also indicates that this segment of the stream may lack surface water flow during the summer, but it likely has high enough groundwater to support the hydrophytic (water- loving) vegetation. Looking upstream (to the south) from the subject parcel, the stream bed appears to generally lack vegetation, indicating water may flow through that segment at a higher velocity than on the subject parcel, thereby precluding vegetation establishment. Other segments of the stream channel that we were able to view from public rights-of-way (both up-and downstream of the subject parcel) also generally lacked vegetation, indicating potentially higher velocity flows or impoundment. However, many of these segments were viewed at or near culvert inlets or outlets, which can influence stream flows, and may not be representative of the stream's characteristics. Downstream (north) from the subject parcel, there is a pond on a parcel adjacent to Jones Avenue NE, just south of the NE 24'h K:\projcct\.\1800\.\1821 (:\Reports\] 1821C tcchmcmo S,\_KOB.Joc,; Chip Vincent, Planning Director, City of Renton Kennyda!e Creek S /ream Tjping Page 3 O,tober 20, 2011 Street. It appears that Kennydale Creek enters and exits the pond via culverts prior to crossing beneath Jones Avenue NE. While our site visit and data collection was limited by property access and time of year, it is our best professional judgment that some portions of Kcnnydale Creek upstream ofl-405, particularly in the vicinity of 2208 Jones Avenue NE, may lack surface water flow during some portion of the year, thereby meeting the definition of a Class 4 water per Rl'v!C 4-3-050.L.1.a.iv. While it is likely that some segments ofKennydale Creek located upstream ofI-405 remain inundated throughout the year; the heavily vegetated nature of the stream channel on the subject parcel suggests that a combination of evapotranspiration and infiltration during at least a portion of the summer may result in a lack of surface water flow in this segment of the stream. . ~- , r~ .4 ...... ,·" "~ .,,· Photo looking downstream (towards the north) at Kennydale Creek on the Joey's Short Plat parcel. Note the dense vegetation in the stream channel. K\projcct\J 1800\.',1821(;\Rcporrn\31821(: rcchmctn<) S1\_KOB.docx . ' . Attachment B [)ata §lhecet~ ·, J 8·2 DATA FORM ROUTINE ONSITE DETERMINATION METHOD 1 F ,e Id Inv• st ;.i a I or( s ): A '--TM A ,-J J oat•: ~s,,_·,...L-='2._,'?"-/_tc..,3:_ ___ _ Projec'JSne: ·!..\-,_, J,,..;<,,; A;,;_ State: v>A County: _,l<'=r,J::.,,l:,<-------- ApplicanVOwner: (u, M 1,,I Plant Community t/Name: ------------ Nots~ If a more detailed sile descrip:ion is necessa;-y, use the back or dala [orm or a field notebook. Do normal en;ironmenlal conditions exist al the plan! cammunhy? Yes ..X.... No __ (If no, explain on back) Has \he v&ge!ation, soils, end/or hydrology been significantly disturbed? Yes 2.__ No_· __ (!f yes, explain an back) ~ \ S"'f(, :l\( {,:?.~1' 1NG ht 'Ycrlt> VEGETATION Indicator Indicator Dominant Plant Sp-sdes Status Stratum Dominant Plan! Species S1atus S1ratum ~f\,;, \ "" , --------- 1. c-"\{v,..J,,1._4\U-~ \."K.v-4 ~ 1 1. ------ 2. ~t',d--1<.1~.1<,, ,t--1\cy.J G 12. ------ fl\C ~ 13. 3. • ,c:-..... ,J~ C,,.J"lr.:.r-.c-.re --- ' 14. ---~. s. ·---1 S. 6. ---16. 7. ---17. ------a. ·---ta. --- 9. ---19. ------ 10. ---20 .. --- ?ercent of dominant ~~dss that are OSL, FACW, and/or FAG --'le;~:_·~:::' _____ _ Is the hydrophylic Yege!ation cr~erion mel? Yes _i__ No_._ R21ionale: ---,-.--------------------------'--------~ 5'u fc::. (J!,,;L. (I 't... v,..r£...'"""(\~f\-. SOILS Saries/phaso: -----------------Subgroup:2 ------------- Is the soil on the hydric soils list? Yes No Undetermined ______ _ ls the soil a Histosol? Yes .25:_ Is the soil: ~fonled? Yes Matrix Color: tcY:( t'-L/_l __ No __ Hisiic epipedon presenl? Y8s __ No _L Gleyed? Yes__ No _c__ No Monie Colors:------------------ Other hydric soil indicators:------------------------------- Is the hydric soil criterion mat? Yes.:!:___ No Rationale:----------------------'----------------Lo W HYDROLOGY Is the ground surface inundalad? Yes No _X_ Surface water depth: ----------- Is the soil saturated? Yes~ No__ 11 Oeplh lo free-standing waler in pit/soil probe hole: _ _.z:,_ ___________________ _ List other field evidence of surface inul"ldation or soil saturation. Is the wetland hyd;olo<jy criterion met? Yes _>5_ No Rationale: -------~----'-------1------------------o t St,f!:...;1".'\\ ..x.l df--.S..:.1\.-· r,°"""'fJ~A·'\\.),J JURISDICTiot,AL DETERMINATION AND.RATIONALE Is the plant community a wetland? Yes_.]!;._ No Rationale for"jutisdie1ional decision: -~-------------------------- At..L. ~ C.e-,,-el'-1~ -MlT 1 This data rorm can bo used for th8·Hydric Soil Assessmenl Procedure and the Plant Comrnun~y Assessment P,.ocoduro. 2 ClassitK:.ation according to ·soil Taxonomy: 8·2 DATA FORM ROUTINE ONSITE DETERMINATION METHOD1 Field lnvesti)ator(s): A:vh ... krl,-\ Date: _.:.>.1../..:":.e·tCf./_1'--','------ Projec'/Sha: v\-<.<> 1'-"'-5 Ave State: \,JA County: -'l<"'--'-'""'-'l>"-------- AppticanVOwnar: e>"-A;:I Plant Community ~/Name:------------ Note.~ If a more detailed site Ci:Jscrip:ion is necessary, use the back of dala form or a rield nolebook. Do normal enVironmental conditions exist al the plant communhy? Yes ..1'.,__ No __ (If no, explain on back) Has the ve-getation, soils, and/or hydrology been significantly disturbed? Yes __ No~ (If yes, explain on back) VEGETATION Indicator Dominant Plant Sp-scias Status Str2tum Dominant Plant Species ,. fAcO -;-11. --- 2. fA~ ' 12. 3. f:!'C;:::J -(- 13. 4. r-,,,.c\J s 14. --- 5. ,;Ac .. ) ,-2--15. 6. \::-Ac.,.; s 16. 7. i':1',C. C, , 7. a. 16. 9. 19. 10. ---20 .. u ..,_ '/. ?arcent of dor.:inant 5t-'""-adss that are OBL, FACW, and/or FAC --'-'--"-''--"=----- ls Iha hyd;ophy:ic Yegatation criterion met? Yes __ No 1_ Indicator $1.alus --- --- Stratum --- --- --- ------------ Rationale:------------------------------'--------Ne, > S-oY-f-A,c_ o(L w (;''f~ E 11.. SOILS Saries/phasa: -----------------Subgroup:2 ------------- Is the soil on the hydric soils list? Yes No Undetermined ______ _ Is the soil a His1oso!? Yes __ No X Histic epipedon present? Y8s __ Na _x __ Is \he soil: Mohled? Yef--No _x_ Gleyed? Yes__ No _x __ Matrix Color: loY/l. 2._2. Mor.le Colors:------------------ Other hydric soil indicators:------------------------------- ls the hydric soil criiarion met? Yes No_x_ Rationale:~--------~------~-------------------- c__tj~&MA o~ <-w/o (Lq>,i<w-"cfl.V>\,c.. f(:_,>,'<~r-1S<; HYDROLOGY Is the ground surface inundaled? Yes No X Surface waler depth: Is the soil saturated? Yes__ No 2:£__ Depth lo free-standing water in pit/soil probe ho!e: ----------------------- List other field evidence of surface inundation or soil satura1ion. Is the wetland hydrology criterion met? Yes No Y:.. Rationale: ---- r0 ~ oOstr:vA'T,\),...J c,Z.. ,G..v, 1)f_;-Jc(:... 61 1 P,L .. L,.;,J(:,(..O S<.,t-SwtV(LiA.\l.:."N JURISDICTIONAL DETERMINATION AND.RATIONALE Is the plan! community a wetland? Yes__ No ..K__ Rationale for'jurisdictional decision: ---------------------------- .:.1 L.1Z..( '-\/\ .vl~i""" 1 This data form can bo used for th8Hydric Soil Assessmen1 Procedure and the Plant Community Assessment Pr~duro. :Z Class:fic.ation according lo ·soil Taxonomy: / lPRELilMilNARY TECHNICAL INFORMATION REPORT FOR ROMAN SHORT PLAT May 1, 2013 Encompass Engineering Job No. 11612 Prepared For Dumitru & Adriana Roman 2120 Jones Ave NE Renton, WA 98056 Western Washington Division Eastern Washington Division 165 NE Juniper St., Ste 201, Issaquah, WA 98027 108 East 2"' Street, Cle Elum, WA 98922 Phone: (425) 392-0250 Fax: (425) 391-3055 Phone: (509) 674-7433 Fax: (509) 674-7419 www.EncompassES.net TECHNICAL INFORMATION REPORT TABLE OF CONTENTS SECTION I: PROJECT OVERVIEW SECTION II: CONDITIONS AND REQUIREMENTS SUMMARY SECTION III: OFF-SITE ANALYSIS SECTION IV: FLOW CONTROL AND WATER QUALITY FACILITY ANALYSIS AND DESIGN SECTION V: CONVEYANCE SYSTEM ANALYSIS AND DESIGN SECTION VI: SPECIAL REPORTS AND STUDIES SECTION VII: OTHER PERMITS SECTION VIII: ESC ANALYSIS AND DESIGN SECTION IX: BOND QUANTITIES, FACILITY SUMMARIES, AND DECLARATION OF COVENANT SECTION X: OPERATIONS AND MAINTENANCE MANUAL Site Address: King County Parcel No.: Project Overview SECTION I PROJECT OVERVIEW 2120 Jones Ave NE 334390-3203 This project involves the short platting of a 2.27-acre parcel into two single-family lots. The site currently is occupied by one single-family residence, a large yard area, a pond and small stream (Kennydale Creek) and some wooded area. The site slopes down towards the centrally-located pond/stream at about 2% to 6%. Per the USDA Web Soil Survey, the site is underlain with Indianola soil, loamy, fine sand. The Geotech study conducted for this project confirms the soil conditions. Utilities are available at the frontage of the lot created with this short plat, so only service lines for the new residence on Lot I will be constructed. The Lot 2 residence will remain and continue to be served by the existing utility connection without change. Proposed Drainage Control Because there will be no frontage, road or utility infrastructure construction, drainage control will not be needed. Drainage BMP' s for the future residence will be determined and constructed with a future building permit, presumable dispersion into the onsite wetland buffer. :i: ;: ... ~ q:~ ..JZ Q. ~ z 1-[:l L .,_ '" "- I ' ;; I ~ / 'I " 0 l:! ~ I !! ~ 0 z i-~ _J iMAP I I I \ f I I -' -l~ ~ !'l ,,,- lt--"--,__r----l,c -Renll:cn-r----1---Jq l'-T-----l'------1 I :===:1-.._ .............. ~"'1 I 1,,---1 - --1-~·-c:J.EJl!m ________ ~ ___ _,/~~-------~~~-------~_, 0 , ,. .. ,,,, ·.,u.' ,, , ... 1,,,· ,, ti1<•, r,,.,1 ·,,u. I-""' ,(~,,itttud lo),~,,.~\ .• ,.,1y ~~,rt 1,,w ., ,<l'I, ,,,, ,,, ~ ••. ,u,•, ,11,,I" ~,,ilJffi I tr:, Cfolf~lt w,lr""I1 r,o(I~ KJ1iq , ''''''') '""""',; '"' ,.,1,1«-... ,:t..i,u<1.t1 '·'' "'""·"'!"'"· u~i..-,.,,,, ,~ ""j.11"1<1 115 IO i1u~1<,1<', o;><nfllttl,.,<ltl'lh 1,r,,tlj111t1t.~ '" r!\,Jhl~ In 1h11 u"'" uf ,..ict, !!lfr>1m,rt)C)n 1: .. ~ (!,~ u1ni,111 ,.~ ,1,,! ,i,tt-1,.it.:I trn u-s" ..,, 11 111,Nvy pn11k1,.t ~"10 C,~0,1~ 11h,,II rn;t 1, .. 11.11,1~ 1"' ,ll•Y l,lflntll'ul. ~, .... ,,11. 1nd1rwu. i,1ia,1i,,_,1u1, '-" ,~11t!ltl<Ju"'1~l t"""".-1"" ,,,,,1,,.1 •-<) t.,,1 , .. ,1 hrrnt ... J us ~ ... 1 ,...,.,,,,,.,., ,,r lr">61 l""~!:la ,..,.;u11l,.9 ll'IW!1 tll" 1,1 .. i ur rt,i',u,;ti n! ~,111nfnm1,.tJ,~l cor,tairw,f1 llrl ifm! rnap Ally fkl.lrt pl 111,• "~It· , ,r " L,rrr,,,t,.,, . ,, , 11,.~ ,1,,.1, i,, prul"111,1t1FV ""' ••pl \1~ wnl!bl, p,•rnosstt111 ,JI ""'W C0>w1tv ', d" '.,' Ii)\)! 1 lLQ 1 GI King County 500500 560510 •r 30' _., • • ,. 30' 38" 5E()5(0 560510 560520 560530 5605«) 560550 l. .. Mao Sea t 772 dprnll<lonAIIZ9 !85"x 11") si-t -N ~ A 0 10 20 40 0 40 IIO Custom Soil Resource Report Soil Map 5e0560 560570 560580 5e0590 MeteR 60 Feet 160 2.CO 560000 560620 5e06JO Custom Soil Resource Report King County Area, Washington lnC-lndlanola loamy fine sand, 4 to 15 percent slopes Map Unit Setting Mean annual precipitation: 30 to 55 inches Mean annual air temperature: 48 degrees F Frost-free period: 190 days Map Unit Composition Indianola and similar soils: 100 percent Description of Indianola Setting Landforrn:Terraces Parent material: Glacial drift Properties and qualities Slope: 4 to 15 percent Depth to restrictive mature: More than 80 inches Drainage class: Somewhat excessively drained Capacity of the most limiting layer to transmit water (Ksat): High (1.98 to 5.95 in/hr) Depth to water table: More than 80 inches Frequency of flooding: None Frequency of ponding: None Available water capacity: Low (about 5.0 inches) Interpretive groups Farmland classification: Farmland of statewide importance Land capability (nonirrigated): 3e Hydrologic Soil Group: A Typical profile 0 to 6 inches: Loamy fine sand 6 to 30 inches: Loamy fine sand 30 to 60 inches: Sand Sm-Shalcar muck Map Unit Setting Elevation: 50 to 700 feet Mean annual precipitation: 35 to 55 inches Mean annual air temperature: 48 to 52 degrees F Frost-free period: 150 to 190 days Map Unit Composition Sha/car and similar soils: 75 percent Minor components: 25 percent 12 SECTIONU: CONDITIONS AND REQUIREMENTS SUMMARY N/Afornow SECTION III OFF-SITE ANALYSIS UPSTREAM SYSTEM: The afore-mentioned small stream drains north onto the site from the south property line. An unknown tributary are east of the site drains across the site, also to the onsite stream. These flows continue north beyond the site through the stream. DOWNSTREAM SYSTEM: As mentioned above, the site drains into the centrally located pond/stream (A) as shown on the Downstream Drainage Map. From here, flows continue north through a 3'-5' wide, 3'-4' deep vegetated stream channel (B) behind a row of houses about 150' where the flows enter an 18" concrete culvert (C). The culvert appears to discharge about 30' further north (did not enter the premises) into another channel flowing a few more feet north where it apparently enters a 12" CMP flowing northwest (D) to a pond located adjacent to the east side Jones Avenue NE R/W (E). Flows continues about 30' north along the road where they enter an 18" culvert crossing northwest to the west side of the street (F). A narrow, grassed channel flows northwest through a yard (G) then into a heavily wooded channel (H) to the south side of NE 24th Street where flows enter a 24" pipe (I), about 800' downstream from the site. The pipe changes from 24" to 36" in a manhole in the street and discharges to the north side of the street into another heavily wooded but rocked channel about 3' wide, 6' deep) flowing northwest (J). About 150' beyond the NE 24th Street R/W the flows pass through a tall fence. Because of tall fences and locked gates, the stream could not be followed any further. Apparently the stream enters a storm conveyance system at the I-405 sound wall another 150' further, about 1200' downstream from the site. There were no apparent drainage problems along the downstream drainageway. See Downstream Map and Photo's I through 5 below. F---+--1-( ___ ------~ ~--d I ::, !NI Downstream Drainage Map 1" = 150' Basin: Symbol Drainage· Component Type, . Name, and Size see map Type:.sh"eet flow,. swale, stream, channel, pipe, pond; Size_: diameter, · surface area (AJ Al\/~1 Nie DL1. -4 . wf,1 ,. . ' ro"') I,, e,tf,q. /Vl,Jfl L. - (C,__,) Jfh" C,Vi.,VB ~ , 2,' l WutJ~, "F"1 I[)~){) ~ 'r9Jfl ~ /}l., ,,:.z ctn4Nf\Jet /~ r. tfmvµr; L -T"') -7.JJ ,, ~ 7/,, I/ /! I • ...... 7,-) /1, HA-MJff,<_, y rL V\)7{)/)"( I '- OFF-SITE ANALYSIS DRAINAGE SYSTEM TABLE SURFACE WATER DESIGN MANUAL, CORE REQUIREMENT #2 Subbasin Name: Subbasin Number: : . Oral nage· . Slope Distance Existing . .. · Potential Observations of field . Component· from site Problems P.roblems inspector, resource . Descrimion discharae reviewer, or resident drainage basin, vegetation, % 1A ml ~ 1,320 ft. c~nstrictions, under capacity, ponding, tributary area, likelihood Of problem, , · cover, depth, type of sensitive ' overtopping, flo,odihg, habitat or ol'Qallism ·overflow pathways, potential· impacts area. vo!Ume .. .), de~truction, scouring, bank sloughing, . ,c ', I . . . · sedimentation, incision, other erosion Jr> , I 9'" 1" 0 tJ,g N'C::::: I . ? -s l)J t pr,;. ~ _.-4 I 1)~~ I o/l)! {J-15tl tJl9-tv!?. Ill j 1,1 µc r21'ii>L ll. S"~ T I <;n-1· 'f'J I ~(:) µ ft.._ "r C,r,vt.. ~ A, 5'9 ~f I D,/')f ..-?bJ' t..m 117 . A)~..._ /p;. 1~,YJT -'J,~j v~r ~51 ( l h,.; E tt,ti~ s / P/,..i -\b, ;; ,'jjotr; f'2. . . . (N{),O /')@ J) '0/,,i ~ l..uJ :.., '1. ( JJ&>J ft:; 110v' ttiT$ ' ' -~(,,.] l-.lt9rJI LJ I /J ~o/ .. r s:iLJ/1 - (l./J~ .,tk"//1 { /j;() I '. -, 1frr,-r Z1 C./J ' -I 7.. I:)? I ~A), I IJl'I,, I ., ;, YR L_ -~hl/1 .r f);(U V . 1/1/05 I Photo 1 -(B) Onsite pond and stream looking south at north property line of s ite Photo 2 -Stream channel at about 100 ' north of site SECTION IV lFlLOW CONTROJL AND WATER QUALITY FACILITY ANALYSIS Because there are no frontage, roadway or other improvements needed for this project, there will be no flow control or water quality facilities other than drainage BMP' s constructed with a future building permit on Lot 1 SECTIONV CONVEYANCE SYSTEM ANALYSIS AND DESIGN There are no proposed pipes, therefore no conveyance analysis needed SECTION VI SPECIAL REPORTS AND STUDIES Altmann Oliver Associates, LLC AOA nm1.11in11, \\' \ ~)~O 1·1 July 17, 2012 Dumitru Roman 2120 Jones Ave. NE Renton, WA 98056 F:1., 1-1:!:11 :rt:;..i;11~1 Environmental Planning & Land,rnpe Architecture AOA-4115 SUBJECT: Critical Areas Review for Roman Short Plat (File No. PRE12-032) 2120 Jones Ave. NE, Renton, WA (Parcel 334390-3203) Dear Dumitru: On November 3, 2011 I conducted a wetland and stream reconnaissance on the subject property utilizing the methodology outlined in the 1997 Washington State Wetlands Identification and Delineation Manual and the May 2010 Regional Supplement to the Corps of Engineers Wetland Delineation Manual: Western Mountains, Valleys, and Coast Region (Version 2.0). Existing Conditions The southwest portion of the site adjacent Jones Ave. NE is currently developed with your existing single-family residence. The remainder of the site is undeveloped and consisted primarily of a mix of small forested areas, dense brush, and orchard. Kennydale Creek drains from south to north through the central portion of the property. In addition, a small pond (Wetland A) was delineated along the stream corridor to the east of your residence. A wetland mosaic (Areas B and C) was also preliminarily delineated throughout the southern portion of the site. Each of these critical areas is further described below. Kennydale Creek Kennydale Creek drains from south to north through the central portion of the site. The ordinary high water (OHW) of both sides of the stream was delineated during the field investigation and subsequently surveyed by Encompass Engineering & Surveying (see survey drawing). Kennydale Creek is considered a Class 4 stream by the City of Renton and requires a 35-foot standard buffer. Kennydale Creek on the site consists of a well-defined channel that was likely historically ditched. Vegetation along the riparian corridor consisted primarily of a strip of poplar (Populus sp.) and dense Himalayan blackberry (Rubus armeniacus) and hawthorne (Crataegus sp.) adjacent periodically mowed yard and orchard. Dumitru Roman July 17, 2012 Page2 Wetland A Wetland A consists of a historically excavated pond within the Kennydale Creek riparian corridor. At the time of the site visit, the entire wetland contained several inches of ponding. Vegetation within the wetland consisted primarily of reed canarygrass (Phalaris arundinacea) with scattered water parsley (Oenanthe sannentosa) and willow (Salix sp.) saplings. Black cottonwood (Populus trichocarpa), weeping willow (Salix baby/onica), birch (Betula sp.), and red alder (A/nus rubra) were observed along the pond perimeter. Wetland A appears to meet the criteria for a Category 3 wetland and would require a 25-foot buffer per RMC 4-3-0SOM.6.c. Wetland B/C Mosaic The southern portion of the site contains a mosaic of wetland areas that were preliminarily delineated during the field investigation. The area appears to have been disturbed through historic clearing, grading, and likely stream channelization and if any future development is proposed for this area it is my recommendation that a wet season review be conducted. At the time of the site visit, the eastern portion of the wetland mosaic (Area B) contained a mix of red alder, willow, Himalayan blackberry, lady fern (Athyrium filix- femina) and giant horsetail (Equisetum telmateia). The western portion of the mosaic (Area C) was dominated by creeping buttercup (Ranuncu/us repens). Both Wetland Areas B and C appear to meet the criteria for Category 3 wetlands and would require 25-foot buffers. Proposed Project As part of the proposed 2-lot short-plat, a new lot would be created in the northwest portion of the site. It is anticipated that a single-family residence would be constructed within the western portion of the lot adjacent Jones Ave. NE. It appears that this new residence could be constructed outside of the 35-foot stream buffer. If you have any questions regarding the delineation, please give me a call. Sincerely, ALTMANN OLIVER ASSOCIATES, LLC John Altmann Ecologist I • i I I i Geotechnical Engineering and Earth Sciences ! April 5, 2013 Mr. Dumitru Roman 2120 Jones Avenue NE Renton, WA 98506 SUBJECT: GEOTECHNICAL EVALUATION Proposed Residence 2120 Jones Avenue NE Renton, Washington Project No. 13-111-01 Dear Dumitru, This report presents our geotechnical evaluations and recommendations for foundation construction for your proposed new residence on the subject property. Our work was performed in accordance with the scope and conditions of our proposal dated March 11,2013. Encompass Engineering provided a property survey to us (see Figure 2) which indicates the subdivision of your existing property to create a new lot (Lot 1) north of your existing house. We understand that the new residence will be constructed within the new Lot 1 in the area west of Kennydale Creek. The survey of Figure 2 was used as a reference for our field explorations, evaluations and recommendations. Based on our understanding of the proposed development plans and our experience, we have assumed that the structure will likely be two stories in height with a slab-on- grade garage but the remainder of the house will be raised floors with crawl space. Wall loads are expected to be in the range of about 1 to 3 kif and maximum column loads are expected to be in the range of about 10 to 20 kips. If actual structural loads exceed these values by more than 25%, this office should be notified. I i ' I I I I I I ! '------------------------------------1 P.O. Box 276, Issaquah, WA 98027-0276 • Phone: (425) 391-4228 Fax: (425) 391-4228 Roman April 5, 2013 SCOPE OF WORK Our geotechnical work included subsurface exploration, engineering evaluations, consultations with Encompass Engineering and preparation of this report. The scope of work included the following specific tasks: o Reviewed published geologic mapping for the site vicinity. o Performed a site reconnaissance to observe the surface conditions on the general property and make supplemental site measurements. o Performed site exploration consisting of three trackhoe test pits at the approximate locations shown on Figure 2. Penetration tests were performed in the test pits and soil samples were obtained at frequent intervals. Logs of the test pits are presented in the attached Appendix A. o Performed engineering evaluations of the observed site conditions and measurements to develop geotechnical recommendations for foundation construction and site grading. o Prepared this geotechnical report summarizing our findings and recommendations. OBSERVED SITE CONDITIONS The property is located on the east side of Jones Avenue NE as approximately shown in Figure 1. The proposed building site is within the new proposed Lot 1 along the north side of the property and west of Kennydale Creek which cuts through the middle of your property. The building site is bordered on the north by existing residential development on the south by your existing residence and on the east by Kennydale Creek (see Figure 2). At the time of our field investigation the Lot 1 site was undeveloped. Topography within the proposed Lot 1 is essentially flat with a very gentle slope down towards the creek and down to the adjoining pond to the south (see Figure 2). Vegetation on the proposed building site included grass lawn, occasional shrubs and occasional fruiUornamental trees. The area east of the creek was vegetated with native plants and trees up to 18 inches in diameter. Subsurface Condidtions Our evaluation of the subsurface conditions was based on observations of soils exposed in the test pits plus review of published geologic mapping. Approximate locations of the test pits are shown on Figure 2. Logs of our test pits are presented in Project No. 13-111-01 Page 2 Roman April 5, 2013 Appendix A. Subsoils encountered in the test pits were generally found to be fill and natural glacial outwash sand soils. Fill soils were consistently encountered at all three test pit locations to a depth of about 2.5 feet and consisted of fine silty sand and sandy silt with gravel with asphalt and concrete debris and organics. The fill soils were typically loose to very loose. Natural soils observed underlying the fill deposit~ included a dark brown organic topsoil layer typically 6 to 12 inches thick overlying fine sand/silty sand soils. The natural soils were generally loose to medium dense to the depths explored. Geologic mapping indicates that the loose/medium dense sand soils are underlain at depths of 20 feet or less by very dense glacial till soils. Ground Water Ground water seepage was observed in all of the test pits at depths ranging from about 5.5 feet in TP-1 at the west end of the building site to depths of about 4 feet in TP-2 and TP-3 at the east end of the building site. The natural soils were very moist to wet and were mottled with red-brown staining. The measured moisture contents of the fill soils ranged from about 16 to 24 percent and natural soil moisture content ranged from about 19 to 24 percent with the exception of the organic topsoil layer encountered in the TP-3 where a moisture content of 45+ percent was measure due to the organic content. Subsurface Variations Based on out 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. 13-111-01 Page 3 Roman SITE EVALUATIONS Geology April 5, 2013 The referenced geologic map of Figure 1 indicates the site area is mapped as exposing recessional outwash sand deposits (Qys) but the site is near an exposure of glacial till (Qt) soils located only about 500 feet west of the site. The Qys outwash deposits are indicated to be typically loose, fine to medium sand soils that were deposited by melt water streams from the retreating glacial ice during the recession of the Vashon glaciation, the last glacial advance into the Puget Sound area, approximately 13,000 years ago. The Qys deposits are indicated to be typically no more than 20 ·feet thick and are underlain by very dense glacial till soils deposited at the base of the Vashon glacial ice. Based on the soils observed on the site and review of the referenced map, it is our opinion that the natural subsoils underlying the site are most likely Qys recessional outwash sand deposits. The natural soils were loose to medium dense within the shallow depths explored but we expect that the outwash sands become more dense with depth and the underlying glacial till soils are expected to be very dense/hard. Our explorations indicate that the natural surface at the site is covered by about 2.5 feet of loose fill soils. Based on the results of our field investigations combined with our own experience and judgment, it is our opinion that the geotechnical site conditions can be mitigated to provide adequate support of the proposed residence provided our recommendations for mitigating the existing fill and loose natural soils 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 flat site gradients, it is our opinion that the potential for future instability on the site is low. Erosion: The Renton Sensitive Areas Maps indicate the site is not within a Erosion Hazard area. We observed that the site is currently well vegetated and we observed no indication of any concentrated water flow or current or past erosion on the site (other than the obvious creek channel that runs through the property). Based on our site observations and explorations it is our opinion that there is no unusual erosion risk in the areas outside of the stream buffer at this site and any potential erosion potential resulting from development will be mitigated by our recommended grading procedures and drairage/erosion control measures and by final re-vegetation/landscaping incorporated into the proposed development plans. Project No. 13-111-01 Page 4 \ Roman April 5, 2013 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 and the site has subsurface conditions which indicate a potential for secondary seismic effects. About 17+ moderate to large earthquakes (M5 to M7+) have occurred in the Puget Sound and northwestern Cascades region since 1872 (141 years) including the 2/28/01 M6.8 Nisqually earthquake and it is our opinion that the proposed structure will very likely experience significant ground shaking during its useful life. Based on a recently published study the site lies only about 1.5 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 11.5 miles southwest of the site. The study suggests that the Tacoma Fault and the Seattle fault may be linked by a master thrust fault at depth. The Seattle fault has been documented to have moved at its west end (Bainbridge Island) about 1000 to 1100 years ago and evidence of movement at the east end has also recently been documented. Some experts feel that the recurrence interval between large events on the Seattle Fault may be on the order of several thousands of years but our calculations indicate it may be on the order of 1200 to 1400 years. The activity of the documented Tacoma fault is considered to be on the same order as the Seattle fault. The recurrence of a maximum credible event on the South Whidbey fault is not known but some experts have assigned a recurrence of about 3000 years, however smaller events will occur more frequently as evidenced by the 5.3 event on May 2, 1996 which was attributed to that fault. In addition to Puget Sound seismic sources, a great earthquake event (MB to M9+) has been postulated for the Cascadia Subduction Zone (CSZ) along the northwest Pacific coast of Oregon, Washington and Canada. The current risk of a future CSZ event is not known at this time. Published reports have indicated recurrence intervals for a CSZ event to range from as little as 100-200 years to as long as 1000+ years and the time of the last event is reported to have been about 313 years ago. The 2009 International Building Code (IBC) adopted by the City of Renton requires consideration of a spectral acceleration level with probability of exceedance of 2 percent in 50 years for seismic structural design. This corresponds to about a 2475- year recurrence interval earthquake ground motion. Based on the short period spectral response accelerations presented in Figure 1613.5(1) of the 2009 IBC, adjusted as per equations 16-36, 16-38 and factored as per section 1803.5.12(2), we estimate the IBC peak ground acceleration for soils and foundation design at this site to be about 0.39g. Please note that the 0.39g peak ground acceleration includes the additional reduction Project No. 13-111-01 Page 5 Roman April 5, 2013 factor of section 1803.5.12(2) and is not intended for structural analyses. Due to the liquefaction potential discussed below, this site is technically a Site Class F for structural design however with the site response analysis exception allowed for structures with fundamental vibration periods less than 0.5 seconds {we assume that the fundamental vibration period for the proposed residential structure will be less than 0.5 seconds) a Site Class D may be considered for structural design. Secondary seismic hazards due to earthquake ground shaking include liquefaction and associated lateral spreading and ground settlement. Liquefaction is a phenomenon in which typically loose to medium dense saturated sands temporarily lose strength during earthquake shaking due to settlemenUdensification and lack of adequate drainage. We performed analyses of the liquefaction potential of the onsite soils considering the loose to medium dense nature of the natural soils and the shallow ground water table (as shallow as 4 feet). Results of our analyses indicate that partial to full liquefaction of the saturated sand soils will likely occur under the conservative 2475-year level of ground shaking required by the IBC. However, no liquefaction is expected under moderate shaking from a nearby small magnitude event or a distant large magnitude event, e.g., the 2/28/01 Nisqually earthquake. Potential effects related to site soil liquefaction include temporary loss of strength and the associated potential for foundation instability, lateral spreading and ground settlement. Lateral spreading is a phenomenon where lateral ground movement occurs on gently sloped to flat-lying liquefaction sites due to the temporary loss of strength of underlying liquefied soils. This typically occurs where liquefied soils underlie an area with a gentle surface slope or in liquefied areas adjacent to an un-supported face such as a river or stream channel. Considering the shallow depth of the adjacent creek channel, in our opinion the potential for movement toward the creek is low to moderate. Assuming the neighboring pond on your property is similarly shallow the potential for movement towards the pond would also be similar, but the potential would increase with increasing pond depth. Structure damage potential due to lateral spread effects could be reduced by designing a stiff foundation system to limit potential structure distortions due to lateral soil movements. As indicated above, liquefaction occurs due to densification of saturated sand soils during seismic ground shaking. When densification occurs, the soils occupy less space and as the trapped water flows from the densified soil surface settlements occur. Based on our analyses, surface settlements on the order of about 1 to 3+ inches could occur under the conservative 0.39g level of ground shaking required by the IBC. However, settlements expected under moderate shaking· from a nearby small magnitude event or a distant large magnitucle event, e.g., the 2/28/01 Nisqually earthquake would be on the order of only about Y. to Y:z inch. The potential for structural damage due to seismically induced settlements could be mitigated by the use of pile foundations extending to the underlying glacial till soils or by designing a stiff foundation system to limit potential structure distortions due to soil settlements. Project No. 13-111-01 Page 6 Roman April 5, 2013 Structure Support Selection of a foundation system for support of the structure must consider the potential for site liquefaction and associated induced seismic settlements, possible lateral spread displacements and post-liquefaction foundation stability. Site liquefaction during a IBC design earthquake could result in an estimated 1 to 3+ inches of settlement and possible lateral spreading towards the creek and pond. Considering the above, in our opinion the best foundation system would incorporate a system of stiff grade beams with pile foundations to mitigate vertical settlements expected under static conditions as well as seismically induced vertical settlements from an IBC design earthquake and the potential distortions from possible seismically induced lateral displacements from an IBC design earthquake. It should be noted however that the use of pile foundations could result in differential settlement between the structure and the surrounding areas in the event of a IBC design earthquake, which is expected to induce general site area subsidence. Flexible utility connections should be used at the perimeter of a pile supported structure. Alternatively, stiff grade beams supported on wide, low bearing pressure spread footings or a continuous stiff mat foundation or supported on a zone of structural fill could be considered. Low bearing pressure foctings would essentially be conventional footings but would be wider than normal with bearing pressures of 1000 psf or less and the grade beams above the footings would be designed for potential differential settlements resulting from induced seismic settlements. If low bearing pressure spread footings and grade beams are proposed, they should also incorporate cross-bracing to resist seismic lateral displacements and distortions. A mat foundation consists of a continuous rigid concrete mat extending under the entire building footprint. A mat foundation would also be designed to resist potential differential settlements and distortions resulting from induced seismic settlements and lateral spread. Soil bearing pressure and settlements are generally minimized by a mat but localized settlements at column/wall locations will depend on the stiffness of the mat. Post-liquefaction foundation stability is another consideration for shallow (non-pile) foundations. Our analyses indicate that for adequate post-liquefaction foundation stability, the average footprint bearing pressure (total structure load divided by footprint area) should not exceed 200 psf. It should also be noted again that shallow foundations (mat or spread footings) will not prevent seismically induced subsidence or lateral movements of the site and the structure, however these types of foundations can be designed to maintain structural integrity and control structural distortions and damage potential of the structure resulting from seismic displacements. The structural engineer should size footings and/or mat foundations appropriately to control differential settlements within the structure. Recommendations for design of pile foundations as well as low bearing pressure grade beams and mat foundation are presented below under "RECOMMENDATIONS". Project No. 13-111-01 Page 7 Roman April 5, 2013 Storm Water Infiltration Feasibility Based upon the results of our site explorations, the site subsoils consist of about 2.5 feet of existing fill over loose to medium dense sand soils. Ground water was currently encountered at depths ranging from about 5.5 feet at the TP-1 to 4 feet at TP-2 and TP- 3 and mottling was observed as shallow as 3 feet. Considering the above, in our opinion the site is not suitable for onsite storm water infiltration per the "Minimum Design Requirements" criteria of KCSWDM App. C, C.2.2.2 and C.2.3.2. However, we suggest that storm water may be dispersed via the use of a gravel filled trench per C.2.4.4 utilizing a vegetated flow path extending into the stream buffer east of the site as indicated on the plan of Figure 2. RECOMMENDATIONS The following subsections present our recommendations for alternative foundation systems design plus recommendations for site grading, support of pavements and slabs, plan review and observations and testing rluring construction. Driven Pipe Piles . Properly constructed pipe piles are considered a feasible foundation system to transfer loads through the liquefiable soils to deep bearing soils. This type of support is typically constructed by driving 3-inch or 4-inch diameter steel pipe piles to refusal into the bearing soils below the unsuitable soils. No deep explorations were performed at this site and therefore we cannot predict the actual depth that piles may penetrate, however geologic mapping indicates that bearing soils should be encountered at depths less than 20 feet below the surface. Based on our experience, piles typically penetrate about 5 to 10+ feet into the bearing soils before encountering refusal indicating potential pile lengths could be in the range of about 25 to 30+ feet. Pile installation should be accomplished with a tractor mounted hydraulic hammer system with a hammer weight in the range of about 650 to 850 pounds. 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 12 to 15 seconds per inch. Based on our experience, an allowable vertical downward capacity of about 10 to 15 kips can generally be achieved for 3-inch diameter piles installed as recommended above (Factor of Safety = 2+) but actual allowable downward capacities should be confirmed based on a site specific load test of the proposed pile and installation criteria. No uplift capacity or lateral support should be assumed for driven pipe piles. Resistance to lateral loads can be provided by battered piles (compression only). We recommend that all pile load tests and installation be observed by our office to verify the allowable capacity and refusal criteria for the production piles. Project No. 13-111-01 Page 8 Roman April 5, 2013 Load tests on representative piles should be performed prior to production pile installation to verify the appropriate allowable vertical capacity for the 3-inch pile size and refusal criteria. At least 3% of the piles (maximum 5 piles) should be load tested. Testing should be accomplished according to the ASTM quick test procedure described in the ASTM D 1143-81 test method for piles under static axial compressive load. Allowable capacity should be based on test pile settlement of 1/4 inch or less for the design load and a Factor of Safety of 2.0+ of ultimate capacity. Pile 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 and both pipe and couplers must be provided with a corrosion resistant coating (galvanized). The pipe pile supports should be capped with a stiff grade beam system to transfer structural loads to the piles. The pile/grade beam system should be designed by a qualified structural engineer. Flexible utility connections should be at the perimeter of a pile supported structure due to the potential for differential seismic settlements between the piles and surrounding areas. Low Bearing Pressure Grade Beams and Mat Foundation A properly designed mat foundation or a stiff grade beam system with low bearing pressures could be used to support the structure provided that bearing pressures are at 1000 psf or less. In addition, we recommend that the average footprint bearing pressure (total structure load divided by footprint area) should not exceed 200 psf for adequate post-liquefaction stability. All grade beam footings should be founded at least 18 inches below the lowest adjacent final grade and should be at least 18 inches wide. It should also be noted that a mat foundation or grade beam system cannot prevent seismically induced general site settlement or movements associated with partial or full liquefaction of subsoils beneath the site. The mat foundation or grade beam system should be designed by a qualified licensed structural engineer. Subgrade preparation for a mat or grade beam foundation should consist of excavation of existing fill and organic soils to expose the underlying natural sand soils and replacement of the excavated soil with properly compacted structural fill to the final subgrade elevation. The structural fill zone should be compacted to at least 95 percent of the maximum dry density as determined by the ASTM 01557 test method in accordance with the recommendations for structural fill placement. The zone of compacted structural fill should extend vertically to the natural sand soils and should extend horizontally beyond the footing edge at '1east 5 feet or a distance equal to the structural fill thickness below the footing (whichever is greater). Project No. 13-111-01 Page 9 Roman April 5, 2013 Existing fill soils may be used for structural provided that they are cleaned of organic matter and soil moisture is at or near optimum for compaction. If existing fill soils are not suitable for structural fill, imported sand and gravel materials should be used and in wet conditions clean material with less than 5 percent fines should be used. Greater excavation and replacement will improve general foundation performance and reduce potential differential settlements. The structural fill should be placed and compacted in accordance with the recommendations presented below under "Site Grading". Static Foundation Settlements Static settlements of mat and spread footing foundations should be controlled by reducing bearing pressures. Total static settlements may be estimated based on the static subgrade modulus defined below. Settlements are expected to occur primarily during construction as the loads are applied but some ongoing settlement is expected to occur due to the organic/peat soils. Static settlements of grade beam footings or a rigid mat foundation supported on a properly compacted structural fill zone may be estimated based on a static Coefficient of Vertical Static Subgrade Reaction Ks as defined below: Where: Ks= 40,000 x /B + 1)2 4 (8)2 Ks = pounds per cubic foot B = footing, beam or mat width, feet (minimum 1.5 feet) Vertical settlement of the foundation subgrade may be estimated by: Where: Dv=_Q Ks Dv = vertical static displacement, feet Q = bearing pressure, psf Static differential settlements across the structure should be assumed to be at least half of the indicated maximum total static settlement. Greater subgrade excavation and replacement with compacted structural fill prior to foundation construction will generally improve foundation performance and reduce potential static total and differential settlements. Project No. 13-111-01 Page 10 Roman April 5, 2013 Design Seismic Displacements We recommend that seismic differential displacements across the structure also be considered in design. We recommend that differential vertical seismic settlements across the structure of at least 1.5 inches and differential lateral displacements of at least 6 inches be considered for a design based on the IBC seismic criteria. Lateral Design For lateral design, resistance to lateral loads can be assumed to be provided by battered piles or by friction acting at the base of shallow foundations and by passive earth pressure. A coefficient of friction of 0.35 may be assumed with shallow foundation dead load forces in contact with structural fill. 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 soils and an allowable static passive earth pressure of 250 psf per foot of depth may be used for the sides of foundations backfilled with properly compacted structural fill. Allowable lateral passive pressures may be increased by 33% for wind and seismic forces. Site Grading Site grading is expected to consist primarily of subgrade preparation for construction of foundations, slabs and pavements. Recommendations for site preparation, temporary excavations, structural fill and subgrade preparation are presented below. Site Preparation: Existing fill soils and organic soils should be stripped from foundation and subgrade support areas. Debris and trash, plus rocks and rubble over 6 inches in size, should be removed. Subsoil conditions on the site may vary from those encountered in the test pits. Therefore, the soils engineer should observe the prepared areas prior to placement of any new fills. Temporary Excavations: Sloped temporary construction excavations may be used where planned excavation limits will not undermine the adjacent existing structures or interfere with other construction. Based on the conditions observed at the site it is our opinion that temporary excavations which will require workers to enter them can be made vertically to 4 feet but that deeper excavations above the water table should be sloped no steeper than 1: 1 (horizontal:vertical). Excavations extending to below the water table will require flatter slopes, de-watering and possibly shoring. Where there is not enough room for sloped excavations, shoring should be provided. It should be noted that the contractor is responsible for maintaining safe construction excavations. Structural Fill: On site sandy fill soils may be used for general structural fill (subject to final approval during construction) provided that the soil moisture content is suitable for compaction and they are cleaned of debris and organics. All imported fill should be Project No. 13-111-01 Page 11 ' Roman April 5, 2013 clean, well-graded sand and gravel materials free of organic debris and other deleterious material with less than 10 percent fines. Structural fill should be placed in horizontal lifts not exceeding 8 inches in loose depth and compacted to the required density. General structural fill should be compacted to at least 90 percent of the maximum dry density by the ASTM D1557 test method. Foundation Subgrade Preparation: Subgrade preparation for a mat or grade beam foundation should consist of excavation of existing fill and organic soils to expose the underlying natural sand soils and replacement of the excavated soil with properly compacted structural fill to the final subgrade elevation. The structural fill zone should be compacted to at least 95 percent of the maximum dry density as determined by the ASTM D1557 test method in accordance with the recommendations for structural fill placement. The zone of compacted structural fill should extend vertically to the natural sand soils and should extend horizontally beyond the footing edge at least 5 feet or a distance equal to the structural fill thickness below the footing (whichever is greater). Pavement and Slab Subgrade Preparation: Concrete slabs-on-grade should be supported on a subgrade consisting of at least 12 inches of general structural fill. Asphalt pavement sections (AC and base course) should be supported on a subgrade consisting of at least 6 inches of crushed gravel over 24 inches of general structural fill In driveway areas a minimum 8-inch depth of crushed gravel should be provided above the general structural fill. All topsoil and organic soils in the subgrade areas should be excavated and replaced with compacted structural fill. The imported crushed gravel fill should be compacted to at least 95 percent of the maximum dry density as determined by the ASTM D1557 test method. Risk of slab cracking can be reduced by placing 2-way reinforcement steel, and greater excavation and replacement of the existing soils with new structural fill. Interior concrete slabs should be underlain by a polyethylene vapor barrier of at least 6 mil thickness. Drainage Control Adequate positive drainage should be provided away from the structure and on the site in general to prevent water from ponding and to reduce percolation of water into subsoils. Granular backfill in non-structural areas should be capped with 6 inches of onsite silt 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 located at least 10 feet down slope from the structure (no splash blocks). A perimeter drain should consist of a four-inch diameter perforated PVC drain pipe placed in at least one cubic foot of a well graded sand and gravel filter material per lineal foot along the perimeter of the mat foundation. If a mat foundation is used, a perimeter foundation drain is considered optional. Project No. 13-111-01 Page 12 Roman April 5, 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 . Observations and Testing During Construction Foundation recommendations given in this report are based on the assumption that foundation construction will be observed by our office to see that foundations are supported on satisfactory soils. Installation of all pile foundations should be observed by our office to verify load testing and refusal criteria. All structural fill and subgrade areas should be observed by a representative of this office after stripping and prior to placing fill. Proper fill placement and compaction should be verified with field and laboratory density testing by a qualified testing laboratory. Project No. 13-111-01 Page 13 Roman April 5, 2013 CLOSURE This report was prepared for specific application to the subject site and for the exclusive use of Mr. Dumitru Roman and his 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, Encl: Figures 1 and 2 Appendix A Dist: 2/Addressee Project No. 13-111-01 ' ' Page 14 l I ! .I ~I ref: Preliminary Geologic Map of Seattle and Vicinty, Washington, by Waldron, Liesch, Mullineaux and Crandell, USGS Map I-354, 1962, enlarged scale: 1 "=1000' GEOSPECTRUM CONSULTANTS, INC .. ::;:::;,;r:;:;::j:;;;;..~,<;:;w-x~nt~\\>}., ?: .. Goo~ochnlcol Englnaorlns;, and Earth Sc/enco• SITE VICINITY GEOLOGIC MAP Proposed Residence 21 20 Jones Avenue NE Renton, Washington Proj. No.13-111 Date 4/13 Figure 1 ,lO"OL / (I) lb (/J i I • \ I -t . .-I ' ,ri ' : IO I ,N j "' " Cl) i 0: w• a-I(} I:! • I") ... (J) :::, :t" -m UI z 0 ' "' I " GEOSPECTRUM CONSULTANTS, INC .. ::z;~iiii:I:iEitiEi&iiJ:a: Goo,.oc:hnlcal Englnoorln9 and Earth Selene:-. i 0 .., "' >-o I ii1 "" ' I "' SITE EXPLORATION PLAN Proposed Residence 2120 Jones Avenue NE Renton, Washington Proj. No. 13-111 Date 4/13 Figure 2 Roman · April 5, 2013 APPENDIX A FIELD EXPLORATION Our field exploration included a site reconnaissance and subsurface exploration program. During the site reconnaissance, the surface site conditions were noted, and the locations of the test pits were approximately determined. The explorations were approximately located using the existing structure as a guide. Elevations at the boring locations were estimated based on the topographic information of Figure 2. The test pits were advanced using track excavator. Soils were continuously logged and classified in the field by visual examination, in accordance with the ASTM Soil Classification system. Penetration tests were performed in the test pits using a 1/2-inch diameter penetrometer and a 27.5-pound driving hammer falling 24 inches. Recorded blows for 12-inches of penetration are shown on the hand auger boring summary sheets. Logs of the test pits are presented on the summary sheets A-1 and A-2. The 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. 13-111-01 Page A-1 •: TEST PIT NO. 1 Logged by JAD Date: 3/29/13 Elevation: 251' Depth Blows Class. Soil Description Consistency Moisture Color W(%) Comments 0 OL Sod loose moist brown FILL - 1 -SM Silty Sand, fine to -w/asghalt & &oncrete medium {.!. oc wood organics dense 16.0 2- - 3~ OL Oraanic Siltv Sand /toosoil\ ... ··············· dar"-brn §~' Silty Sand/Sand, fine moist l/~n1:---19.4 to ~?ft. 4-........... rown -medium ve~ 11 ense most 5-............ ..... ··Pera¥bt~ wet 24.4 5-Maximum depth 5.5 feet. -Seepage at 5.5 feet. 7- - . TEST PIT NO. 2 Logged by JAD Date: 3/29/13 Elevation: 250' Depth Blows Class. Soil Description Consistency Moisture Color W(%) Comments 0 OL Sod -loose moist brown FILL 1 -SM Silty San~h fine " 1 to w, grave medium -& some organics 24.0 2-cense - 3 -OL Ornanic Siltv Sand fine itonsoil' ................... dar> brn -~~/ Silty Sand/Sand, fine ve~ ,~r;.-most 22.0 4-·········· ... .... re -rown -ve~ most 5 -to wet 6 - 6 -Maximum depth 6.0 ft. 7-Seepage at 4 ft. - GEOSPECTRUIVI CONSULTANTS, INC. Proposed Residence I ! .. , l .. \' . 'J"""' ·d·1r .''". :\'.'.':.·-:-':f,_e, 2120 Jones Avenue NE Geotechnical Engineering and Earth Sciences Renton, Washington Proj. No.13-111 I Date 4/13 I Figure A-1 .. " " . "-,,,. . TEST PIT NO. 3 Logged by JAD Date: 3/29/13 Elevation 250' Depth Blows Class. Soil Description Consistency Moisture Color W(%) Comments 0 "' loose moist rl-rO hr-FIL~ - 1 -~I Silty fine [and/Saf1edYr Silt.yt/9fij:iti1 J:own con<a"e rag. o grk -woo decayed roots brown 20.0 2- -ijt' urganic ::;Uft1(t~;jglll ............... ... &ark 3-WI r 0 ve\,; rgra~k 45.1 Tc°st -wet 4-~I Silty fine Sand/Sandy Silt mottl&d ··················· irnicP--wet 29.4 re - 5-........ ......... rown medium -ense 5-12 - 7-Maximum depth 6.5 feet. -Seeoaae at 4 ft. ----- GEOSPECTRUIVI CONSULTANTS, INC. Proposed Residence I . . I •. ··,-1!:!l • ' ,-:,f'C:''I,· ;.,,.;;;-.' 2120 Jones Avenue NE Geotechnical Engineering and Earth Sciences Renton, Washington Proj. No. 13-111 I Date 4/13 j Figure A-2 . v,. .. SECTION VB] OTHER PERMITS None at this time SECTION VITI EROSION AND SEDIMENTATION CONTROL DESIGN Erosion control will be part of a future building permit on Lot 1 SECTION IX BOND QUANTITIES, FACILITY SUMMARIES AND DECLARATION OF COVENANT SECTIONX OPERATIONS AND MAINTENANCE MANUAL