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HomeMy WebLinkAboutReport 1~1, CITY OF RENTON PORTION OF THE N.W. 1/4, N.E. 1/4, SECTION 5, TWP. 23 N., RGE. 5 E., W.M. VOL/PAGE N.E. 24TH 3-LOT CITY OF RENTON, KING COUNTY, WASlHNG'l'ON SHORT PLAT CONDfnONS LEGAL DESCRIPTION SHORT PLAT PER OLD REPUBUC lTTl.E, LTD. TTil£ COMMnMENT ORDER NUMBER 5207128291 DATED FILE 1. A DETAILED LANDSCAPE Pl.AH SHAU. BE SUBMITTED AT 11-IE TIME OF MAY 26, 2015, VICINITY MAP NO. LUA14-001654 CONSTRUCTION PERMIT APPLICATION fOR REV£W AND APPROVAL BY 1HE CURRENT Pl.ANNING PRO.ECT MANAGER. THE DETAILED LOTS 12 AND 13. SUNSET HU.S. ACCORDING TO TI-IE Pl.AT TI-IEREOF RECORDED IN v'Ot.UME (NOT 'IQ SCALZ) i LAND RECORD NO. LND-20-0616 LANDSCAPE Pl.AN SHAU. IN<l..UDE, BIJT IS NOT LIMITED TO. 1WO TREES 189 Of" PLATS. PAGES 51 TI-IROUOH 50, INCLLISI'-£. RECORDS OF KNG COUNTY, WASt9«lfON. WITHN THE FRONT YAAD AREA OF LOT 3 AND SHOW THE RELOCATJCXII OWNER'S DECLARATION OR REPLACEMENT OF ONE STREET TREE ALONG NE 24TH STREET. THE SITUATE IN THE COUl'fTY OF KING, STATE OF WASHINGTON. lo-FOOT LANDSCAPED STRIP SHAU. BE lNSTAUED PRIOR TO FINAL KNOW M.1. MEN BY THESE PRESENTS TWIT WE, 11£ UNDERSIGNED ~S) SHORT PLAT RECORDHG ANO THE STREET/rRONT YARD 1RE6 SHAU. Ji! "' OF I~ IN TI-IE LN«> HEREIN DESCRIBED, DO HEREBY WoKE A BE INSTALLED PRIOR TO ANAL BUILDING OCCUPANCY. z :'n SUBDMSION, lHEREFORE DEa.ARE THIS MAP TO BE THE GRAPHIC TAX PARCEL NUMBER: 813200130 a: 8132100120 ~ ~ REPRESENTAllON or THE SAME. AND lW.T So\10 SUBDMSION IS !UDE WflH 2. A FINAL TREE RElDITION PLAN IN COMPLIANCE WITH TI-IE CflYS w THE FREE CONSENT AND IN ACCORONa WITH THE DESIRES OF THE ADOPTED TREE ~TION ANO LANO a.fARING REGIJl.ATKlNS SHALL ~ ~ z OWNER(S). IN wmlESS ¥/HEREOF WE HAv'E SET OUR .W.DS AND S£ALS. BE SUBMITTED AT 1HE TIME Of CONSTRUCTION PERMIT APPLICATION ~ w "' FOR RE\1EW ANO APPROVAL BY THE eufflENT PLAHNING PROJECT EASEMENT TABLE ~ < DECLARATION OF COVENANT: MANAGER. ~ ~I PER OLD REPUBLIC TTTl.E, LTD. TnlE CotiMTMENT ORDER NUMBER 5207128291 DATED ~ THE OWNERS OF 1HE LANO DIBffACED WITHIN THIS SHORT P\.AT, IN ~ ~ FOR THE BENEFTT TO ACCRllE FORM 'MS SUBOI\IISION, BY S~ING HEREON 3. PRo..ECT CONSTRUCTION SHAU. BE REQUIRED TO COMPLY WITH THE W.Y 26, 2015, RECtUilENOATIONS PROVIDED IN lHE GEOlEaiNICAL ENGINEIRlilG z COVEtWa AND AGREE TO CONIJEY THE BENEFICIAL INTEREST IN THE NEW REPORT PREPARED BY GEORESOURCES, U.C. DATED DECEMBER 22. ""' """"""""""""' NOTES ... ~ PRIVATE £ASDIENST SHOWN ON THS SHORT PLAT TO Nff AND ,u FUTURE ··-~ ~ PURCHASERS Of THE LOTS, OR Of Nff SUBOMSIONS THEREOF. lHIS 2014. 6 9310282221 a.ECTRIC TRANSMISSION AND DISTRIBUTION SYSTEM E.\S£M£NJ 11 CO\IENANT SI-W.J.. RUN Wl1H THE l..lNO ~ SHOWN ON THIS SHORT Pl.AT. 4. REVISB> FRONTAGE IMPROVEMENT PLAHS SHO'MNG THE REMOVAL Of" (SHOWN HEREON) ···:? THE PRECEDING STATEMENT OBI.JQATES THE SEUER OF THE LDTS CREATED THE UNUSED CURB CUTS AND lHE REPLACEMENT '111TH CURB AHO • 9310282222 a.ECTRIC TIW$IISS10N ANO DISTRIBVllON SYSTEM £AS£MENT ·~ TO -o<PRESSI.Y GRANO ANO CONVEY" THE LOTS "TOGWEn+ER WITii ANO/OR GUTTER, LANDSCAPNG. ANJ SIDEWAU< SHAU. BE SUBt.lTTED AT THE (SHOWN HEREON) z "' TIME Of UTILITY CONSTRUCTION PERMIT RE\1EW Fa!: RE'wtEW AHO ~ SUBJECT TO~ /lHf NEW PRIVATE EASEMENTS OEI..JNEATED ON THE SHORT APPROVAL 8Y THE CITY'S PLAN REVIEWER. 10 9406301977 C0".19WflS. COHOITIONS, RESlRIC1lONS. E:ASEMDrTS. ~ PlAT IN THE CONIIEYlfC OOCUMENT. INSTALLATION Of lHE IMPRO\IEMENT5 SHAU. BE COMPLElED PRICf!: TO PROVISIONS, DEDICATIONS ANO tu,~ OEUNE'ATED BY Pl.AT FINAL SHORT Pl.AT APPROVAL. (SHOWN HEREON} i ij 11 94061 JOJ67 COVEf,W(fS. CONOITIONS, R£S1RICTIONS,, LIMITATIONS. W.H. HUGHES CO., INC., A WASHINGTON CORPORATION !5. ACCESS TO LOT 2 SHAU. BE PROVIDED "AA THE PROPOSED ACCESS EASEMENTS, ETC. N3 PROVIDED IN INSTRUMENT WIUW. H. HUGHES EASEMENT ON THE EASTERN PORTKlN Of LOT 2. A l'«>TE REQMING (HOT LOCATABLE) ll!E ACCESS TO LOT 2 TO BE PRO\flDED FROM THE ACCESS EASEMENT SHALL BE RECOffl>ED ON lHE FACE Of THE FINAL SHCf!:T PLAT MAP. 6. A FIRE SPRINKLER SYS1£M SHALL BE REQUIRED Wl1MN THE FlmJRE RESIDENCE TO BE CONSTRUCTED ON NEW LOT 3. A NOTE TO ll·HS AREA TABLE EFFECT SHAU. BE RECORDED ON lHE FINAL SHCf!:T Pl.AT MAP. LOT 1 7,023.1 S.F. OR 0.16 ACRES +/- LOT 2 9,766.9 S.F. OR 0.20 ACA£S +/-7, NO FIU. SHALL BE ALLOYED WITHIN lHE NA lURAI.. INFILTRATION AREAS LOT J 9,810.4 S.F. OR 0,22 ACRES +/-AND C<*PACTION or THE PROPOSED INFLTRATION AREAS SHAU. NOT BE PERMITIEO. TUT"-25,400.4 S.F. OR 0.58 ACRES +/- STATE OF WASHINGTOOlss 8. A MINIMUM OF TWO ElClS1WG MA 1URE STREET TR£ES SHALL BE RETAt4ED. THE UPDATED TREE RETENTION PLAN IDENTIF'YlolG RETENTION COUNTY Of KING or TWO S1REET TREES SHALL. BE SUBMITTED AT THE TIME Of C<»ISTRUCTION PERMIT APPLICATION Fa!: R£1.1EW ANO APPROVAL BY ON THIS DAY PERSONALLY AWEARED BEF"CH: ME ltiE CURRENT PLANNING PRo..£CT MANAGER. TO ME l<NO'llt.l TO BE lHE PERSON(S) THAT ADDRESS TABLE EXECUTED THE FOREGOING INSlRUMENT, ANO ACKNO'M.EDGED THAT SAID 9. PRIMARY ENTRY FEATl.JRES ANJ WINDOWS ANO DOORS SHAU. BE INS1RUMENT TO BE THE FREE ANO YCUJNTARY ACT ANO DEED Of' THE SAID LOCATED ON THE FACADE FACING NE 24TH ST. COMPLIANCE WITH LOT 1 1XXX NE 24TH STREET, RENfON, WASHINGTON 98056 PERSON(S), Fa!: THE USES AND PURPOSES THEREIN MENTIONED, ANO ON OATH THESE STANDARDS SHAU. BE SHO'llt.l ON THE BUILDING PERMIT LOT 2 XXXX NE 24TH STREET, RENTON, WASHINGTON 98056 APPUCA TK»I FOR LOT 2. STATED THAT lHEY \IIERE AUlHORIZED TO EXECUTE lHE SAID INSTRUMENT. LOTJ XXXX NE /4TH STREET, RENTON, WASHINGTON 98056 GIVEN UNDER MY HAND AND SEAL THIS __ DAY Of" 20_ 10. FIRE IMPACT FEE FOR THE ruruRE HOUSES Will. BE PAYA8l..£ AT 1HE TIME Of' BUII..DtlG PER!iaT ISSUANCE. THE CURRENT FIRE n.tPACT FEE IS $479.28; THE FEE IN EFFECT AT lH[ TIME Of" BUILDING PERtiaT APPLICATION Will. BE APPLIED TO THIS PRO..ECT. NOTARY PUBUC IN AND FOR THE STATE 11. RENTON SQiOOL DISTRICT IMPACT FEE IS 15,541.00, ltiE RENTON Of WASHNGTON RESl~G AT S0i00L IMPACT FEE -...L. BE PAYABLE AT THE TIME Of' BUILJ»fG PERMIT ISSUANCE; 1l£ FEE IN EFFECT AT THE TIEM Of' BUI.DING STATE Of' WASHINGTOO}ss PERMIT APPUCA1ION -...L. BE APPLIED TO nE PRO.ECT. 12. PARK IMPACT FEE Will. BE REQUIRED FOR THE FUTl.JRE HOUSES. COUNTY Of KING THE CURRENT PARK IMPACT FEE IS $1,441.29. ll!E FEE IN EFFECT AT ON THIS DAY PERSONALLY APPEARED BEF'CftE ME THE TIME Of BUIUllNG PERMIT APPLICATION IS APPUCABI.E TO THIS TO ME l<NO'IW\I TO BE THE PERSON(S) lHAT PRO..ECT AND IS PAYABLE AT 1HE TIME or BUII.JllNG PERMIT APPROVAUl EXECUTED THE FOREGOING 1NS1RUMENT, AND Aa<:NO'M..fDGED THAT SAID ISSUANCE. INSTRUMENT TO BE THE FREE ANO VOLUNTARY ACT AN> DEED Of" THE SAi> 13. TRANSPORTATION IMPACT F£E FOR THE NEW HOOSES Will. 8E CITY OF RENTON PERSON(S), FOR THE USES AND PURPOSES THEREIN MENTI<HD, ANO ON OATH PAYAII.E AT lHE TIME Of BUILDING PERMIT ISSUANCE: lHE FEE IN STATED lHAT THEY WERE AUTHORIZED TO EXECUTE THE SAID INSTRUMENT. EFFECT AT THE TIME Of BUILDING PERMIT APPLICATION 'MU. BE DEPARTMENT Of" PUBUC WOftKS GIVEN UNDER MY HANO AND SEAL THIS __ OAY Of' '°-APPUED TO MS RO..ECT. THE C\mRENT TRANSPORTATION IMPACT FEE IS $2.214.44. ,PPR0",£1) THS ___ DAY or ,.__. NOTARY PUBLIC IN ANO FOR THE STATE CllY OF RENTON ADMINISTRATOR, DEPARTMENT OF PUBUC WORKS OF WASHINGTON RESIONG AT AQUIFER PROTECTION NOTICE 1HE LOTS CREATED HEREIN FALL WITHIN ZONE 2 OF RENTON'$ KING COUNTY DEPARTMENT OF ASSESSMENTS STATE Of WASHINGTON}ss AQUIFER PROTECTION AREA AND ARE SUB..ECT TO THE REQUIREMENTS EXAMINED AND APPRO'Vm THIS __ DAY or • 2Q__. OF THE CITY OF RENTat ORDINANCE f4.387. THIS CITY'S SCI£ COUNTY OF KING SOURCE Of' DRINl<ING WATER IS SIJPPUED FROM A SHALLOW AQUIFm UNDER 1HE CITY SURFACE. 1HERE IS NO NAnJIW. BARRER BE1YEEN ON lHIS DAY PERSONALLY APPEARED BEF'ORE ME THE WATER TABLE AND 1HE GROUND SURFACE. EXTREME CARE TO ME l<NOWN TO BE lHE PERS<»l(S) THAT SHOULD BE EXERCISED V.WEN HANOUNG OF UQlffD SUBSTANCE OTHER l<lNG COUNTY ASSESSOR l<ING COUNlY ASSESSOR EXECUTED THE FOREGOING INSTRUMENT, AND Aa<NOWI.EDGED lliAT SAID THAN WATER TO PROTECT FROM CONTACT WITH lHE GROUND INSTRIJMENT TO BE THE FREE ANO YCUJNTARY ACT ANJ DEED Of' THE SAl> SURFACE. IT IS THE RESPONSIBlJTY Of" THE Ha.lEOVINERS TO P£RS0N(S), FOR ll!E USES ANO PURPOSES THEREIN MENTl(Hl), ANO ON OATH PROTECT 1HE CITYS ORNNG WATER. RECORDING NO. STATED lHAT lHEY \IIERE AUTHORIZED TO EXECUTE THE SAID INSTRUMENT, GIVEN UNDER MY HANO AND SEAL THIS __ OAY Of' '°- NOTARY PUBLIC 1H ANO FOR THE STATE Of WASHINGTON RESlotro AT LAND SURVEYOR"S CERTIFICATE RECORDER'S CERTIFICATE PRBPABD BY: PORTION OF: c3 ••'' G-i!.i~ A NW 1/4. NE 1/4. SEC. o. TWP. 23 N., RGE. o E., W.M. e-....... 'MS MAP CORR£cn. Y REPRESENTS A SURVEY MADE BY ME OR lN>ER FllEO FOR RECORD THIS ---DAY or ~r;s t,~ Slf/ ~ ~ M'f DIRECTION IN CONf'ORMANCE WITii THE REQURMD«S OF THE SURVEY 2L._ AT --"-N 600K or ....... ·~ CITY OF RENTON RECORDING ACT AT THE REQUEST OF ROBERT P. WENZL IN OCTOBER, AT PAG£(S) AT THE REQUEST Of RODNEY G. HANSEN. J :; ! \ N.E. 24TH 3 -LOT SHORT PLAT "' 201J. LUA14-0016o4 ~ .p 21,464 ~~ UID-20-0618 <i}; ~l,'1s1t,.-..: HANSEN SURVEYING REN'l'Olf TASBilfGTOlf 1~Al 1.lltl I'' LAND SURVEYORS & CONSULT.&lffS DRAWN BY: RF DATE, 8/4/15 JOB NO., 211522 RO~EY C. HANSEN .1• 17701 106TB .tft SI, PMB 208. RIITOII, r.t., i80l56 ROONEY G. HANSEN ""' 426-2S0-84<0 Fil: 426-231H)2e8 CERTJ'ICATE NO. 21464 CffilYlCATE NO. 21464 LATEST RNSION: 6/4/15 CHKD BY, RGH SCALE N/A smm, 1 OF 2 ~1, CITY OF RENTON N.E. 24TH 3 -LOT SHORT PLAT FILE NO. LUA14-001654 LAND RECORD NO. LND-20-0616 PORTION OF THE N. W: 1/4, N.E. 1/4, SECTION 5, TWP. 23 N., RGE. 5 E., CITY DF RENTON, KING COUNTY, JrASHINGTON I ~ r~ ~ ! W:M. VOL./PAGE ~ -®- I 1" = 30' o· 30' 60' NAO 1963/91 BEARING (CITY Of RENTON) TOTAL SfTE ARc,t.-2M00.4 S.f. OR 0..58 '-C. +/· ~ FOUND MON. IN CASE FOUND I.ION. IN CASE LOCATED 9-25-01 N 1/4 COR. 05-2.l-05 CIT'!' OF RENTON I CONTROL POINT #266 I LOCATED 9-25-07 I (HELO Cm' COORD1NAT£) I MEASURED CflY RECORD I N:191-4.27.8920 N:191427.6920 I +1J035767!!00 E1JOJS7'.7800 t I I TRACT "A" ..,,_<;;<f>"~ ,,_\)>' ¥> V -$JV~' LOT 10 FENCE COR. 1.5'S & 2.7'E LOT 14 6' WOOD FENCE (N 89'07':W-E-P) N Btp'07'!W E 182.&2' FENCE o.s·s· 30• FENCE 0.7'W I I r,::i I ---------,,~--~------z I , 2.5' DRAINAGE & ;_, 5 'Ill)[ DRAINA~ !: UTILITY ESM'T. I I UTILITY ESM'T ----------;' ~ t,,lo,,I I {l'!EM flO) 10 !E VACAml \JP(f,1----11 (rm~ #10). (/)~ I z ~ RErn!DING Of ltlS !iliCRT PLJ,T ~ ~'::i~ -j I > 8 I I LOT 3 il iii~~~ ~ < ti; 1 1 o.e1°o~ s.r. g 1: >-~a ~, ~ "° 1 LOT 1 I I I 0.22 """"" +/-I '"'~g~$ -I ~ (..) ii::,_ I < j; I ..,... I s rxr,,,,,.. "I I I < w~~ ., U I J.00' p::;Vl 2j ~ Cf.l ~ ~ 1 __ N 89"07'5~· E __ --I IN 89'07'51" E 114.02' _J ~ E-i~i~ ~I~ ~ I /:,tooFNC 91.12' ~ ~~ ~I z i: I ~ O.f • . I II I .,I 16' -"" ..... (II O 13: LOT 11 S'C/LFllC. 5 '5 '1 I ;1 r;;;1 ,:-,.!. ii! ..., C I ~ OS£ 10· PRWATE I I I LOT 2 I •• I ;! i! ,.....7 I _ l'"'"'I SEWERESM'T. w ~"' !!S~ COR p @ • I Ii, 0 • LEGEND • CITY OF' RENTOf,I -SUNSET HUS Pl.AT RECORD -PARKING METER -SECTION COf\NER • QUARTER CORNER -FOUND MON. IN ~ • FOUND PROP, COR, Ni, NOTID • SET' 1/2" LR. W/CN' #21464 w z ~ ... 07' w 3' OR • .ri ""' O Iii a ~ ~ I ::.:: ,· C/L FNC. LOT 1 I II I 8,7811.9 s.r. .I~§ I 8 b ! ~ ~ 25 • .., · 1,023.1 s.r. l"a _ II I 0.20 ACRES+/-gl ig~J z 3 ACcESs FOR LOT 2 sHALL 31 ts "I OR I!') ~ I I (7,U8 S.:r. +/-Nl."t} 0 I "" · N BE PROVIDED FROM THE ~ --::-I .• I LOT 2 g: 0.18 ACRE!I +/-JS= z ;iii ACCESS EASEMENT > 'ii~ I ;!~ I 18 II I '"25.00' I"" < • ~ rn .6=22"26'«" ~ ':::J I~ 8 . I I II I L-9.79' "\I 5 I R-41.00' I I 10 WIDE El£CTRIC I j I I I , / ..) .6-22"26'« Z w w Ill EASEMENT 10' WIDE ELECTRIC 10 ~~J:J+UTY V L:-16.06' . . I I (ITEM #9) l EASEMENT I (ITEM #10) ~ ~ ~ (ITEM #6) JO' Pt:! ~~ __ ----------,--1 I 4' ~~,OWFNC. Q ~ ~ I I \ _ 71.50' 91.12' -I jJ::; FOUND MON IN CASE , I (N 89'07'20• E-P) N 00"26'~6" E ~ z z I I WI --N aa-'0751" E 16282' --,.._, CITY OF RENTON ~I~ 6 53 • 1-1-1 'f '~~~o"~~';','Jf ,' t:~ NE 24TH STREET ~ 7: 1 --_ -----1~'::~~· --~= _________ 1,!il~------------~---------------'r.----------------11~--- / -~-N 89'0751" E i1407 V t FOUND MON IN CASE 'g I LOCATED 9-25-07 FOUND MON. IN CASE I ;t I LOCATED 9-25-07 ~ ~ ! >OUNO MON. IN CASE V CO~LO~~~rffa39 1 I LOCATED 9-25-07 CITY RECORD N:188875.6200 E:1303551.9930 Z:279.16 L.A.1EST REVISION: 8/~-/1!5 PRIP.ARED BY: A HANSEN SURVEYING PORTION OF: Nlr 1/4, NE 1/4. SEC. 5. TWP. 23 N .. RGE. 5 E., W.M. N.E. CITY OF RENTON 24TH 3 -LOT SHORT PLAT LUA14-001654 LND-20-0618 RENTON, 'fASHDIGTON UND SUR\IZYORS & CONSULT.&IITS I DRAWN BY: RF I DATE: 6/4/16 I I 1770:I l08!H .lft: SI. NI 208. HllnOlf. 'IJ., ~1-. ------+• -------+· --------t· m.: 426-2:80-8440 Fil 420-23&-02ee CHKD BY: RGH SCALE: N/ A JOB NO.: 21522 SHEET: 2 OF 2 c3 r' } LUAO 76B2i 3643 I a~ '6-2; C 7707250B31 ·\1" ' REN SP 5.4.14 ,.,, 7603020:iO>l LOTB ..00-141-SHPL 5900001 3601 %.o3 er-.·, _.}RN SP LUA-~~'~PL ~ 20120504900002 Tract A "' I ?'··.1• ". 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J,N. ~ './2 NE 26T '2 "·'" 02-017-SHPL 7900015 i l<:>t o58J! 2 2013 s 69-U ;,; ~ 252. -;, REN SP124-78- 7S12149020 ·'.·, LOT 1 s,.,o ,c ;:'. 19 20 ~ RECORDING NO. VOL/PAGE HOIIIZONT,fJ. CONTROL an °" _,,,. carr.oc. '°"" - SCALE: I INCH • 20 rr. (1) 1/11" COPl'Eli: PIN ON 5" DIMIElDI ROUND CXlNClltll: l,IIJlf.Jl,IEtlT POST, DOl'lt. o.z·. IN A WO',UWENT CASE AT tHe: CONS1RUC1U1 INMSECTION OF' N.£. 28TH S1J!EET AMO .x»IES AVENUE N.E w w ., PORTION OF 0 $ 10 20 CITY OI' llllffllN OOIITllOL POWT - 1/ll" COPPER POI ON CONC11£TE POST J.IOM!I.IENT I~ A MOtlUI.IENT CASE, DO\IN 0.4', AT THE CONSUIUCU:O h'ITDISECTl<l'l or tU. 20111 STRE:ET llltl JONE:S A\ell!E N.E. N.W. 1/4, N.E. 1/4 SEC. 05, TWN. 23 N., ROE 05 E., W.M. SCALE 1" = 20· ~OUNllr.tC I .o.R. f2llll "' z I + I~ I ~ "'I ~ " z •• , u !!:ii ~-~ k ~ z ~~ ~ z ~ ~~ ~ ~ lfl ~ I QI I •. 1. I 'I' " I + I ,w~~ ~C.O.R. flffl PLAT CF SUNSET liU.5 VOL.. 169, PG.. 5.2 LOT 11 15' C'l'ClONE FPICE ---'' ~ WOOD !'ENCE , LOT 10 lOT H iir'-~9,!!7.4_l'Jr / 1.0· 1 162.62' -M 4; I -1---CF D -::"::--.J,,..... ~ ---·-----c;-,;!sBL,J; I -------------1 I I I I I ~,/~ I I I L._ _______ _ I I \: \ t.~~.! -~ ' 1--'J~1~;~s0~t;:~~~f /J_~~~':i:o I I LOT 1) ____ _J 589"07'2D"W LOT 12 48.00' --n------so~s-.JB·w l i S89"07'2D"~ 23.50' I I 25' BSSL, I ' I ,Yr ... I j ,.,. 1-'L---------, Ir;: «=="'" ---.J 7 ~· 9SllL. rv~ 14-LOT 1 I I I I I U 7.02~ SQ. fl. I I LOT 2 8,787 SQ. FT. (7.004$0. n,~ I I I I I I I "IIUC'f :1 • I I I I I PROPO$tll la' ~~~{ "'-.,.,~. : : ~ ·, ijl, 'I ~ I -I 811 I $1 5Pfl~; I~ I : I' I I~ I I I ., 'T I ~ .. -.. ·. · · . PA\Ul DRIVEWAY •:•.: .. , I rnR LOT300LY ~ DRll£WAY Ill I I : , EASEMOtl '1 j ~ ~;!5 ~~ENT ., : I Rte. NO. M.50\1177, l'YP. _ --;(.;. _ .J I I'-----------\i:;, I I !O' ELECTRIC tASEMEHT -, I U-----~~e~~~4- t , .. iZt -~ I I I ~ fn--1 -------~ "1 [ I . 10' UflUTY EASEMENT ~- J_ 1 _c~~~ ~-~ ~~t~W- . Jil$ I I " N.~ .. ?4TH STREET .. : I . I ---'·-· ~ I ~:..., I LEGEND e CORNERS TO 8E SET, TYP. I.Sf 11332 -0 =~ ;~org;µalO) -r-~,n " DRl',£WAY PRELIMINARY N.E. 24TH 3-LOT SHORT PLAT ~ """'" CITY OF RENTON SHORT PLAT LUA LND . ~ . ~ I 1111 i fli : •I ~ 81 VICINITY MAP "' U!QAL OE8CIIIPTION LOTS \2 AND 1:5. SUNSET HIUS, AP:::CF!OIN(l T(l TliE PLAT THEREOF, !!£CORDED IN VOLUME I~~ OI' ~LATS, PAc:E 51, RECORDS Of KING COUNTf, WASHINt.TON. SITU,I, lt IN lHE NORT1"EA'ST Qu,•JH[R Of SECTION 5. ~SHIP 23 NORrn, R.O.NGE ~ EAST. W.M., IN rnE CITY Of' RENTOO. KING CllWffT', WASfilNGTON ul I z .. ,.. NA'Ytl 8B i I 11 i I IENCHMIAR« CIT'I' OF' RENTON 2!SG ,,. 1/11" COl>P£R PIN ON 5• OIAI.IETER ROI.INC CONCAf;l'E MOHUWOIT PO!iT, 00~ 0.2', IN A MONUMENT CASE: AT ll1E CONS1RVCTED tl1DISECTI0N Of' N.E. 28TH STREET ANO JONES ~>ENUE: N.E. ELE~ATION~247.B7 FEET IN8TRUIQNT A TION 25' INS1RU~ENT USEO: ~ SECOND TOTit.i. STATION. F'EUl SUfl\'EY \!AS BY CLOSEO TRA\'ERSE LOllPS. MINII.IU~ CI..OSURE OF' LOOPS WAS 1'22.000. IN .0.CCORO.o.NCE 'IUH WAC 332-1:l(l-l)QO. P~OPERTY OYINEII ENlllNW!/SLIRYEYOR ~ct: COMN 1830 N.E. 24TH STREET RENTON, WA 9e(l~6 L TOTAI. PROPOSED. C,,S T~ PAACl'L MOS '°"~ CH.0.0 "l.1.1:N/SHUPE HCXJ,(!IERG ENCOMPASS ENGINfElllNG Ill SUR~.,,..; 165 N.E . .AJ~IP£R STREET, SUITE 201 ISSACUAH, WA ~027 (42~) J92-0250 ' a1J21c-01JO "e.13:210-0120 ·-· PAAcrLS AREA PROPOSED ~ DENSITY W.X . .O.U.OWMLE OcNSITY CRITICAi. .',REAS, CRITICAL .o.R05 BllFFER PROPOSl:O PUBLIC SlREET DEDIC>.TION 25.400 SQ. Fi O.M>.Cfli.s 5.6 DU/ACRE ~'k°Ufr~RE 0 SQ. Fi, 0 SQ. fT. PROPOSED LOT AAU.S (GROSS/J;ET) lOT 1 7.023 SQ. fl./7,C2J SQ FT. LOT 2 B,7G7 SQ. FT./7,004 SQ. n. LOT ~ 11,610 SQ. n./9,GIC SQ. f'T PRlVATE ACCl:SS EASEMENT .o.REA 1,783 SQ. f'T E rt~JJiii1ig~? ~ w-,w.,~DMn>n LUM IL11111"' s ...... s,11< 101 '""'""''· WA !!<ll7 •Phon,. 1irn ,n-0210 • r ... : {ill I Ht-JO>\ DWN. BY "" CHKD. BY ,,, '"" 12/24/14 SCALE 1·-20' JOB NO. 14690 OWG NO. 14690-TOPO SHEET 1 os 1 ll ' ,, . .. i Il!! ! . ' ! • ' -II 1' . •. , !I HE 24TH 3·LOT SHORT PLAT CONCEPTUAL DRAINAGE CONTROL, GENERALIZED l/111.ITY AND GRADfNG PLAN ~-r--....:.·-_ .. N.W. 1/4 OF N.E. 1/4 OF SECTION 05, T. 23 N., R. 05 E., W.M. CITY OF RENTON, STATE OF WASHINGTON ,. ,. .. ~ 'v" ' 16j.62 ___ !~-'·------,--/--1-l----l ~sa,ul_.~_N ____ -----1._ __ ~1 ----,-_' .'!.ih(;" / / 1 1 / I -----------,-,, ,-/ ,-I I I / Cj I / / -~ , , /11 '.,,' ,. , , / I / 1 1 9) 1 1 1 I . 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I ~1 / / ~OPO,.ZE!iLDTY ,-f :fl1 / I ,/ 7,0D7.70Sf,l0TARl!A (i ~:: ~ \~ ~ I a> I ,' I / --/7,025)6 SFL011AREA ,/ I ,' / (EXCLUglN'G EASEMENT) I $: / ; ~ >--~--PROPERTY Ll,~E PLANT SCHEDULE ~ ::7''"' ,~-~----- ___ ,. ... _ .......... --· ~-:• ~:~~--~=~· ..... _ ... ""'"' ---... -,~~~"-,,,,. ....... ,,,._ .... ,., ... ,.,,,._ 90---'·-··--@ 0-:::::::: = ~"""'NOC0\1Hl5 ... ....., ............ -~ ·-·--,,~ , .. ,eu.o"'-'""' .. .... """'""'"""'•'"'""-, ... "-""'"'""' -..r,m lo,j --~,.,.. , .. , .. ,"-""-__ , .. ,,.,_ ---,.,.,,.,c.,,..,-"..,"" ... ''"'"""""" ,_ , .. ,c........,,-,,- """'-'""""'''"'" .. ' \'\'..",',],f!,,,"~ .,,:~' ;z,;;~\t';;\ ;;=,':,,':'j ·:·, '1\' ('.SC'~,".\','"sc'.;!.,'<'·; O'J, 1 :'.))'\".!.,' ,;;;'""'" J C0"1""°" ,,.~ "'"-' ~,,, "''• •-,,., ,_,,_.,... C' , "c, ,.,, '•<• '<"'"'"'" ,,c; ,.,-,c,·.,• , ;;,7,,•:s~:. 'c:";l,~· ,.:,:~:;·t~·;;;~,,1, -,::r:'<'~-' ;, '~'<':.i, ,, .t'<:::;;_:<,:~~::J t·;\,'-.ti;-;-,~·:,"ts,, ''" .,.,.,,.,ar,., ... ,, ' 11~:~c·,~, ',,i;,,:;'·;~o'!,:J;r ~·~·";'/.:'?'.:i:}'!"'~',''--"';:;,.,: '"' "· .~., " • ' ~;;, '~(.,,'\';'; •:, t;-;-:,.o~; '; ".'.'~J J';',',)l,\'. •', .;"~::,;',';" 3{ .\_;~''"_ ;,',''~~""). ;e;:_;;s ' ~ "'°' '" ~u~ , "'''"'" ,, , . ., .... '" , ... ,_ "·'"-""' '" ,.,_ '"'" "'"" ''"''"' -~ '·"'"' ,·o--, _.,., '''t\il' ~ ~J~t:,,(if)Q'·, :fl' .• I / / '·,/ 1 i I / I I/ I / / / / / :f Cl I I/ / .,,/,' / / / ,t / / / ,// /I ~ 1\ \~ I , .... , / / / I / I ,/ I 1' ,.,. / / I ' / \ 1\ \ I / / I / 1 I II I / / / / I I / I · 10" MIN 'ON-SITE LANDSCA"E ALQl',C '11 / l' ,./ I ,' / I / / / ( ·T ,). 1·1 I " STREET FRONTAGES f / 1 ,. , 1 IL /=if/ , J 1 1 4 1 I' I ,. I -I --f-I -. _, ---+ -1-· I 1, \ 1 1 -~ \ \ [,~ 1 !, r 1 . PROPOSED STREET TREE LOCATIONS / / I /~ \ \ : , r, J /"ROPOSED/ \ \ \ . ---0c----·-r · · PLANT r.AATERrAL PER PLANT I 1DRIVEWAY ---_ I -. 1 ¥....;:_-'7-/DfU~--~SCHEDuLE Of< -1a1S SHE(! '.f~~i~"~, 1 --L -=-~A4L --/ ! '~ - ,~· ' --~-~~'"" : ili-2 ' . \·. /•\.. ( ·~ -~ ®-)C\l<iffi> ~,,. --r7 ' EXISTll',-C SIDEWAi.K --EXISTJ~C STREET TREES (CHERRY) TD 8€ RE,..OVED CR RELDCAT£D I N.E, 24TH STR~ET -~-+-~~~-~-~-------E~ISTll'<C LAWt>I TO Rt.MAIN -. '\.-I . j ~ CONCEPTUAL LANDSCAPE PLAN SCALE ·· 10' o ,----j NOT FOR CONSTRUCTION 0 10 20 0 ?'..!~, ~~"' ·-fi,tlt,t_--_h_k_ -,_,,_, (· ,-1:J:;,Jt./,\)\7,) \\. '"'x/'-MlV:fJi ' (~ 1<~_1i,, _l "':: \ '" 0 ~"'" • .,_ .. ~· , ~>,'<v•'l A>.J \.~,·•J'< ~·'A'. 1',C .Jl A ;:;;~10 ·,;;;:, cF'j"-r.::~ j.:,,, "'· ,.,_ --·"'"·""'ij·11-~-"' ... , '.:'. \:'~::.'~, :.,,,__ i~;;;:;;,,,,~ c. ,. °'"' ,, .. J ~"~~~ '',;;;;,\l!}~ OL,:A,. "'l.l...'a....! ~"*-~d-~,; ,,, ';: :~ s\ '·/E c~i;.:;'J. ~ '\,C,> -~·~, ,. -', ·I ,, -~: -_ '.i;::·;~:·,.. ~:\'-•,;«,.,, -~'' l',A~_'.~,'.; A~J STA""G Ol1;, .. ".,;~.,"·"' Call -· '°" DIQ. 1-800-4 24-5555 ~~ ~ ~ B -~ i 0 ! , . " ' -<:' ~j j 5 0. '"" °' ·oo O<oc :r:"'" "' "° e-zo °"0' iil""" e-ffi::l "'"' 0. ~ ~ ~ ..J; "-I "'I 0. <, U· (/J ' O' j LA-I ~~ .ii!. s tt---- :,;; i '?f ;~ . NE 24TH 3-LOT SHORT PLAT TREE CUTTING/LAND CLEARING PLAN ©-~------- City of Renton TREE RETENTION WORKSHEET 1. Total number of trees over 6" in diameter1 on project site: 1. ___ ? ___ trees 2. Deductions: Certain trees are excluded from the retention calculation: .Trees that are dead, diseased or dangerous2 -~o __ trees Trees in proposed public streets o trees Trees in proposed private access easements/tracts o trees Trees in critical areas3 and buffers O trees Total number of excluded trees: 3. Subtract line 2 from line 1: 2. 3. 0 trees ------- 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. __ 2.1 __ trees 5. List the number of 6" or larger trees that you are proposing 5 to retain 4 : 5. 2 ___ trees 6. Subtract line 5from line 4for trees to be replaced: (If line 6 is Jess than zero, stop here. No replacement trees are required). 6. 0 trees ------ 7. Multiply line 6 by 12" for number of required replacement inches: 7. o inches ------- 8. Proposed size of trees to meet additional planting requirement: (Minimum 2~ caliper trees required) 8. 9. Divide line 7by line 8 for number of replacement trees6 : (if remainder is .5 or greater, round up to the next whole number) -------inches per tree 9. ______ trees 1 -Measured at chest height. 2 -Dead, diseased or dangerous trees must be certified as such by a forester, registered landscape architect, or certified arborist, and approved by the City. 3· Critical Areas, such as wetlands, streams, floodplains and protected slopes, are defined in Section 4-3-050 of the Renton Municipal Code (AMC). 4 · Count only those trees to be retained outside of critical areas and buffers. s. The City may require mcx:lification of the tree retention plan to ensure retention of the maximum number of trees per AMC 4-4-130H7a e. Inches of street trees, inches of trees added to critical areas/buffers, and inches of trees retainea·on site that· are less than 6" but are greater than 2" can be used to meet the tree replacement requirement. · H :\CED\Data\Forms-Templates\Self-He! p Handouts \Planning\TreeRetention Worksheet.doc 12/08 / Ph 253-896-1011 Fx 253-896-2633 WH Hughes Company, Inc. 14404 Issaquah-Hobart Road, Suite 104 Issaquah, Washington 98027 ( 425) 444-3367 Mr. Bill Hughes GeoResources, LLC 5007 Pacific Hwy E., Ste. 16 Fife, Washington 98424 December 22, 2014 Geotechnical Engineering Report Proposed Short Plat NE 24'" Street Renton, Washington PN: 813210-0120 & -0130 Job No. WHHughes.NE24thSt.RG INTRODUCTION &SCOPE This report presents the results of our subsurface explorations, literature review, and engineering analysis and provides geotechnical design recommendations for the proposed short plat to be constructed on NE 24'" Street in Renton, Washington, as shown on Figure 1. The site is currently undeveloped. The short plat will consist of three residences, two that occupy the bottom two thirds of each parcel, and the third occupies the top one third of each parcel. The short plat will be accessed via three new driveways, two of the proposed driveways will extend north from NE 24 1" Street to the residences on the southern parcels, while the third driveway will extend between the two southern parcels back to the north lot. We anticipate that the residences will be 2-story, wood-framed structures supported on conventional spread and continuous concrete foundations. The remainder of the site will be covered with grass lawn and landscaping. Current site conditions and topography is included as Figure 2. The purpose of our services was to evaluate the surface and subsurface conditions at the site as a basis for developing and providing geotechnical engineering and stormwater management recommendations for the proposed development. Specifically, our scope of services for the project included the following: 1. Visiting the site and conducting a geologic reconnaissance to assess the site's soil, groundwater and slope conditions; 2. Exploring the subsurface conditions by excavating four test pits across the site; 3. Addressing the City of Renton Critical Areas Ordinance for potential geological hazards; 4. Providing geotechnical design recommendations for foundation, floor slab, and pavement; and 5. Providing infiltration rates for the stormwater facility, as appropr\ate;:. '/ :"1 • ~) En.~.2In12~2s V PRELIMINARY TECHNICAL INFORMATION REPORT for NE 24th 3-Lot Short Plat 24:XX NE 24th St. Renton, WA 98Q59 December 29, 2014 Encompass Engineering Job No. 14690 Prepared For Bill Hughes 14401 Issaquah-Hobart RD Issaquah, WA 98027 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 , / ·" .o E!J.fQ.IH~§S V December 24, 2014 Steve Lee, Development Engineering Manager City of Renton 1055 S Grady Way, 6th Floor Renton, WA 98057 RE: NE 24th Street 3-Lot Short Plat Street Modification Request Dear Steve; We are working on a preliminary short plat dividing 2 existing residential lots into three lot. We have been asked to provide, per code, a minimum R/W width of 53', a 26' wide paved road with 0.5' vertical curbs, 8' wide landscape strip, a 5' wide sidewalk, and street lights. Existing R/W width of60'. On the 30' subject side (north side) of the R/W, there is existing 18' of asphalt paving, a vertical curb, a 6.5' planter strip, a 5' sidewalk and four street trees and two spaced street lights in the planter strip-the sidewalk is butted up against the R/W. On the opposite side there is existing 16' of asphalt paving (total 34'), a vertical curb, and a 5' sidewalk (most of the way). The existing roadway is nice and provides the required more roadway than is currently required and also provides the required pedestrian improvements. The 6.5' planter strip is functioning as well. The existing street meets the required standards except that the planter strip is 6.5' rather that the code- specified 8'. Because the paving width is 2' wider on the subject side of the R/W, there is no room in the R/W for an additional 1.5' of planter strip without removing the curb and reconstructing it 1.5' into the existing roadway. We request that the frontage be allowed to remain as is without providing the additional 1.5' of planter strip. If you have questions or need additional information, please call me at 425-392-0250 or email me at tredding@encompasses.net Sincerely, Encompass Engineering ~~oDrrv~ Tom Redding Y:'Jobs (J)\14\14690 Bill Hughes Sun.set Hills\OOCS\Short Plat Submittal ltems\Road Variance doa Western Washington Division 165 NE Juniper St., Ste 20 l, Issaquah, WA 98027 Phone: (425) 392-0250 Fax: (425)391-3055 www.EncompassES.net Eastern Washington Division l 08 East 2°• Street, Cle Elum, WA 98922 Phone: (509) 674-7433 Fax: (509) 674-7419 Deni, Law C · f _ _..:M::ayo, ----------1lr:£111 Ul.l February 23, 2015 Mr. Tom Redding Encompass Engineering 165 NE Juniper Street, Suite 201 Issaquah, WA 98027 Community & Economic Development Department C.E."Chip"Vincent, Administrator RE: Street Modification Request -NE 241h 3-Lot Short Plat File No. LUA14-001654, SHPL-A, MOD Dear Mr. Redding: The City of Renton has reviewed your street modification request to deviate from the normal code required street improvements associated with a 3-lot plat, located at 1908 NE 24th Street. The project site consists of two vacant parcels on the north side of NE 24th Street {parcel nos. 8132100120 and 8132100130). The proposed short plat would normally need to meet the City's complete street standards, including an 8-foot (8') wide planter strip. The City understands the applicant is requesting a modification (per RMC 4-9-2500 and Ordinance 5703, 5369) to allow a 6.5' planter strip, rather than the code-specified 8' planter strip, due to paving width. The current paving width is two feet (2') wider on the subject side of the right-of-way, which does not allow room for an additional 1.5' of planter strip without involving reconstruction of the curb and re-alignment of additional street width tapering. Due to the constrictions described above, the City of Renton CED/Development Services staff supports the modification to allow a 6.5' planter strip, in lieu of the code-specified 8' planter strip. This street standards modification decision will not become official until the short plat is constructed and signed/approved by the Administrator for final short plat recording. The modification listed in this letter will be included as part of the administrative short plat review and decision. Renton City Hall • 1055 South Grady Way • Renton, Washington 98057 , rentonwa.gov Mr. Tom Redding Page 2 of 2 February 23, 2015 If you have further questions regarding street improvements for this project, please contact Kamran Yazdidoost at 425-430-7382 or kyazdidoost(wrentonwa.gov. Steve Ting Lee Development Engineering Manager Cc: C.E.. "Chip" Vincent, CED Administrator Jennifer Henning, Planning Director Jill Ding, Senior Planner Kamran Yaldidoost, Plan Reviewer ,l~~F-="~ I ~-·'""' -··: ~m.,?' HE 24TH 3-LOT SHORT PLAT BOUNDARY/TOPOGRAPHY PLAN Den,'s Low Citv of , r Community & Economic Development Department C.E."Chip"Vincent, Administrator July 2, 2015 Mr. Bill Hughes WH Hughes Co., Inc. 14401 Issaquah-Hobart Road #104 Issaquah, WA 98027 SUBJECT: NE 24'h STREET SHORT PLAT 1908 NE 24'" STREET, RENTON, WA 98056 Dear Mr. Hughes: Your recent request to defer the removal of existing driveway and replacement with sidewalk and landscaping along NE 24'" Street until December 1, 2015 has been approved by the City of Renton. As a requirement of this deferral a security device in the amount of $9,000.00, which represents 150% of the estimated cost of the installation of these items, must be received by the City prior to recording of the short plat. You have 14 days from the date of this letter to appeal the administrative determination in accordance with the City code. Appeals are to be filed in writing with the City Clerk and require a filing fee in the amount of $250.00. Appeals must be filed with the City Clerk before Thursday, July 16, 2015 at 5:00 p.m. You may contact Kamran Yazdidoost, Plan Reviewer, at (425) 430-7382 if you have any questions or need additional information. Sincerely, Jennifer Henning Planning Director Cc: Jill Ding, Senior Planner Kamran Yazdidoost, Plan Reviewer Pat M!l!er, Construction Inspection Supervisor Stacy Tucker, Planning Technician Renton City Hall ~ 1055 South Grady Way • Renton, Washington 98057 • rentonwa,gov ____ J l..:....(-____ a:J\ 'vf;:lJ Cityof !._ ~~. WJJ Denis Law __ :May:or -------. r, .! January 13, 2015 TO WHOM IT MAY CONCERN: Department of Community and Economic Development C.E.'Chip"VincentAdministrator Subject: New Plats and Short Plats in the City of Renton Please see attached new plats, short plats and multi-building developments that have recently been addressed. Some of these have been recorded and I am supplying a list on new parcel numbers with the new addresses. If the plat is not recorded (NR), I am only giving you the plat map with the new potential addresses written on it. Please add these addresses to your City directories and maps. 2001 Union Short Plat (NR) NE ih North Short Plat NE ih East Short Plat NE J'h West Short Plat Avana Trails AKA Fieldbrook Commons Cascade Greens Short Plat (NR) la Rosa Meadows Plat (NR) limelight Short Plat (NR) Maplewood Park East (NR) Merlino Short Plat (NR) Renton 7 Short Plat (NR) Shattuck West Short Plat Stevens Point Short Plat (NR) Whitman Court Townhomes {NR) Sincerely, '! Jan Conklin Energy Plans Examiner Development Services Division Telephone: 425-430-7276 #1:platadd 3307ilord Short Plat (NR) NE 7 h North Phase 2 (NR) Ne 7' Middle Short Plat NE 24th 3 lot Short Plat (NR) Carpenter Short Plat {NR) Kline Stromberg Short Plat (NR) Lim Short Plat (NR) Lund lotline Adjustment May Creek Court Short Plat (NR) Piper's Bluff Plat (NR) Rylee's Place Plat (NR) Sheldon Short Plat (NR) Woodebridge Lane Plat (NR) ZK Short Plat (N R) Renton Oty Hall • 1055 South Grady Way • Renton, Washington 98057 • rentonwa.gov I ~. I ~ I ffi I I I I I I I I I I + • • _ICll?::!.".11..l. -· -- 1~;1 "6 I cf r I --------------- ~ MONTEREY AVENUE N.E. I , , I .-,. ,'J ,' ·..:/ ,. i "' -"' ~i ,. q .. ' • .. I! jl i ti r' !! .. !il !' "' " il ~ -! • ~ • • • ' l'l • ?1:8 "' ~ !ii i " z p ~ l .. "Sight" Survey 990601-Z-0601 Friday, June 05, 2015 7:45 am. Pg: 1 Registered to: Hansen Surveying File Name: L:\DATAICOG0\2015121522.ASC Point Direction Distance Northing Database opened: Friday, June 05, 2015 7:42 am. Importing Coordinates from L:IDATA\COG0\2015121522.ASC EHUBEPBQPERTYBOUNQARY Start 301 190152.47038 N 0°28'56" E 156.24 306 190308.70476 N 89°0T51" E 162.62 305 190311.17182 S0°28'56"W 156.24 303 190154.93743 Raw: 89.0751SW 162.62 TC s 89°07'51" w 162.62 301 190152.47061 TC S 80' 16'48" E 0.00 301 190152.47038 Precision Ratio = 1: 461156 Length Traversed = 637.72 Length To Close = 0.00 Error in Latitude = 0.00 Error in Departure = 0.00 Error'in Elevation = 0.00 Area= 25400.434 Sq. Feet or 0.583 Acres • Easting Elevation 1304161.05731 1304162.37238 1304324.97230 1304323.65724 1304161.05595 1304161.05731 0.00 0.00 0.00 0.00 0.00 0.00 r·,'": t .. , .. ~ r\r~r, .. ,_ ,• ,,,, ,.\-,..- -·'~~~-~' -·-- • "Sighr' Survey 990601-Z-0601 Friday, June 05, 2015 7:48 am. Pg: 1 Regis'ered to: Hansen Surveying File f',jame: L:IDATA\COG0\2015121522.ASC Point Direction Distance Northing Easting Elevation Database opened: Friday, June 05, 2015 7:42 am. Importing Coordinates from L:IDATAICOG0\2015121522.ASC LOT 1 BOUNDARY Start 301 190152.47036 1304161.05731 0.00 N 0•2a'S6" E 99.24 307 190251.70676 1304161.69261 0.00 N 89.07'51" E 48.00 308 190252.43496 1304209.68737 0.00 s 0•30•09·w 3.00 309 190249.43510 1304209.86107 0.00 N 99•or51" E 23.50 310 190249.79161 1304233.35853 0.00 S 0"28'56"W 96.24 . 302 190153.55508 1304232.54849 0.00 Raw:• 69.0751SW 71.50 TC S 89"07'51" W 71.50 301 190152.47048 1304161.05671 0.00 TC S 80"17'49" E 0.00 301 190152.47038 1304161.05731 0.00 Precision Ratio = 1 : 561701 Length T reversed = 341.48 Length To Close = 0.00 Error in Latitude = 0.00 Error in Departure = 0.00 Error in Elevation = 0.00 Area= 7023.138 Sq. Feet or 0.161 Acres ------- "Sight" Survey 990601-Z-0601 Friday, June 05, 2015 7:51 am. Pg: 1 Registered to: Hansen Surveying File Name: L:IDATA\COG0\2015121522.ASC Point Direction Distance Northing Database opened: Friday, June 05, 2015 7:42 am. Importing Coordinates from l:IDATAICOG0\2015121522.ASC LOT 2 BOUNDARY Start 302 N 0•28'56" E 310 N 89'07'51" E 304 s 0·2a·ss"W 303 Raw: 89.0751SW TC S 89.07'51" W 302 TC S 80'16'01" E 302 Precision Ratio = Length Traversed = Length To Close = Error';n Latitude = Error in Departure = Error in Elevation = 190153.55508 96.24 190249.79161 91.12 96.24 91.12 91.12 0.00 1: 483552 374.72 0.00 0.00 0.00 0.00 190251.17397 190154.93743 190153.55521 190153.55508 Area = 8766.864 Sq. Feet or 0.201 Acres Easting Elevation 1304232.54849 1304233.35853 1304324.46729 1304323.65724 1304232.54772 1304232.54849 0.00 0.00 0.00 0.00 0.00 0.00 "Sight' Survey 990601-Z-0601 Friday, June 05, 2015 7:54 am. Pg: 1 Registered to: Hansen Surveying File Name: L:IDATAICOG0\2015121522.ASC Point Direction Distance Northing Database opened: Friday, June 05, 2015 7:42 am. Importing Coordinates from L\DATAICOG0\2015121522.ASC LDT3 BOUNDARY Start 304 190251.17397 S 89"07'51"W 114.62 309 190249 .43510 N 0°30'09" E 3.00 308 190252.43498 S 89°07'51" W 48.00 . 307 190251.70678 • N 0"28'56" E 57.00 306 190308.70476 N 89"07'51" E 162.62 305 190311.17182 Raw: 00.2856SW 60.00 TC S 0"28'56" W 60.00 304 190251.17394 TC N 57"40'58"W 0.00 304 190251.17397 Precision Ratio = 1 : 9. 17E+06 Length Traversed = 445.24 Length To Close = 0.00 Error in Latitude = 0.00 Error in Departure = 0.00 Error in Elevation = 0.00 Area= 9610.443 Sq. Feet Of 0.221 Acres . • Easting Elevation 1304324.46729 0.00 1304209.86107 0.00 1304209.88737 0.00 1304161.89261 0.00 1304162.37238 0.00 1304324.97230 0.00 1304324.46733 0.00 1304324.46729 0.00 Attached Commitment Issued for the sole use of: WINDERMERE REAL ESTATE/PSR, INC. 3900 E Valley Rd, Suite 200 Renton, WA 98057 Attention: MARK BARRON 19020 33rd Avenue W., Suite 360 Lynnwood, WA 98036 (425) 776-1970 SECOND REPORT Our Order Number 5207128291 Customer Reference WH HUGHES CO INC When Replying Please Contact: Stephanie Dvorak Marlene Graber Pam Selle Tonya Harris P (425) 776-4305 Direct line: ( 425) 776-5890 Fax: (425) 776-3350 See Attached Commitment to Insure OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY AL TA Commitment COMMITMENT FOR ITTLE INSURANCE Issued by Old Republic National Title Insurance Company OLD REPUBLIC NATIONAL ITTLE INSURANCE COMPANY, a Minnesota corporation ("Company"), for a valuable consideration, commits to issue its policy or policies of title insurance, as identified in Schedule A, in favor of the Proposed Insured named in Schedule A, as owner or mortgagee of the estate or interest in the land described or referred to in Schedule A, upon payment of the premiums and charges and compliance with the Requirements; all subject to the provisions of Schedules A and B and to the Conditions of this Commitment. This Commitment shall be effective only when the identity of the Proposed Insured and the amount of the policy or policies committed for have been inserted in Schedule A by the Company. All liability and obligation under this Commitment shall cease and terminate six (6) months after the Effective Date or when the policy or policies committed for shall issue, whichever first occurs, provided that the failure to issue the policy or policies is not the fault of the Company. The Company will provide a sample of the policy form upon request. Issued through the office of: Old Republic Title, Ltd. 19020 33rd Avenue W., Suite 360 Lynnwood, WA 98036 Authorized Officer or Agent OLD REPUBLIC NATIONAL TlTl.E INSURANCE COMPANY A Corporation 400 Second Avenue South, Minneapolis, Minnesota 55401 (612) 371-1111 President Page 1 of 9 Pages ORTIC 1613 (2006) OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY Order Nur · 5207128291 AL TA Commitment SCHEDULE A 1. Effective Date: May 26, 2015, at 8:00 AM SECOND REPORT 2. Policy or Policies to be issued: Homeowner's Policy of Title Insurance -2010 Amount: Amount to come. Rate: Builders/Homeowners Customer Reference: WH HUGHES CO INC Proposed Insured: Purchaser for value from the vested owner herein ALTA Loan Policy -2006 Amount: Amount to come. Rate: Simultaneous Note: Extended Coverage Proposed Insured: To be determined The printed Exceptions and Exclusions from the coverage and Limitations on Covered Risks of said Policy or Policies are set forth in Exhibit I attached. Copies of the Policy forms should be read. They are available from the office which issued this Commitment. 3. The estate or interest in the land described or referred to in this Commitment is Fee Simple 4. Title to the estate or interest in the land is at the Effective Date vested in: W.H. HUGHES CO. INC., a Washington corporation 5. The land referred to in this Commitment is described as follows: See Legal Description Exhibit. This Commitment is not valid without SCHEDULE A and SCHEDULE B. Page 2 of 9 Pages ORTIC 1614 OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY Order Number: 5207128291 SCHEDULE B Customer Reference: WH HUGHES CO INC I. REQUIREMENTS: 1. Pay us the premiums, fees and charges for the policy. 2. Documents satisfactory to us creating the interest in the land and/or the mortgage to be insured must be signed, delivered, and recorded. 3. You must tell us in writing the name of anyone not referred to in this Commitment who will get an interest in the land or who will make a loan on the land. We may then make additional requirements or exceptions. 4. Release(s) or Reconveyance(s) of appropriate items. 5. If any document in the completion of this transaction is to be executed by an attorney-in- fact, the completed Power of Attorney form should be submitted for review prior to closing. 6. The requirement that this Company be provided with an opportunity to inspect the land (the Company reserves the right to make additional exceptions and/or requirements upon completion of its inspection). Page 3 of 9 Pages ORTIC 1616 OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY Order Number: 5207128291 SCHEDULE B continued Customer Reference: WH HUGHES CO INC II. Schedule B of the policy or policies to be issued will contain exceptions to the following matters unless the same are disposed of to the satisfaction of the Company: Defects, liens, encumbrances, adverse claims or other matters, if any, created, first appearing in the public records or attaching subsequent to the Effective Date hereof but prior to the date the proposed Insured acquires for value of record the estate or interest or mortgage thereon covered by this Commitment. 1. Encroachments, or questions of location, boundary and/or area which an accurate survey may disclose. 2. Easements or claims of easements not disclosed by the public records. 3. Rights or claims of parties in possession not disclosed by the public records. 4. Any lien or right to lien for services, material, labor, and/or contributions to an employee benefit fund or State Workers' Compensation that is not disclosed by the public records. 5. Exceptions and reservations in United States patents, Indian tribal codes or regulations, Indian treaty or aboriginal rights, including easements and equitable servitudes. Water rights, claims or title to water. 6. Any service, installation or general connection charges for sewer, water, electricity, telephone, gas and/or garbage removal. 7. General taxes not now payable; special assessments and/or special levies, if any, that are not disclosed by the public records. Page 4 of 9 Pages ORTIC 1618 OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY Order Number: 5207128291 8. An easement affecting that portion of said land and for the purposes stated herein and incidental purposes as provided in the following Granted To For Recorded Affects Puget Sound Power and Light Company Right to construct, operate, maintain, repair, replace and enlarge an underground electric transmission and/or distribution system, together with all necessary or convenient appurtenances thereto October 28, 1993 in Official Records under Recording Number 9310282221 A strip of land 10 feet in width lying parallel with and adjoining all public and private street and road rights-of-way Contains a provision for bearing equal costs of maintenance, repair or reconstruction of said Common Sewer by the users. 9. An easement affecting that portion of said land and for the purposes stated herein and incidental purposes as provided in the following Granted To For Recorded Affects Puget Sound Power and Light Company Underground electric transmission and distribution system October 28, 1993 in Official Records under Recording Number 9310282222 The South 10 feet of the West 2 feet of Lot 12 10. Covenants, conditions, restrictions, easements, provisions dedications and matters delineated or disclosed by the plat of Sunset Hills; Refer to the plat for full particulars. And recorded June 30, 1994 in Official Records under Recording Number 9406301977. 11. Covenants, Conditions, Restrictions, Limitations, Easements, Assessments, Reservations, Exceptions, Terms, Liens or Charges, but omitting any covenants or restrictions if any, based upon race, color, religion, sex, handicap, familial status, or national origin unless and only to the extent that said covenant (a) is exempt under Title 42, Section 3607 of the United States Code or (b) relates to handicap but does not discriminate against handicapped persons, as provided in an instrument. Recorded ORTIC 1618 June 13, 1994 in Official Records under Recording Number 9406130367 Page 5 of 9 Pages OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY Order Number: 5207128291 Modification thereof, but omitting any covenants or restrictions if any, based upon race, color, religion, sex, handicap, familial status, or national origin unless and only to the extent that said covenant (a) is exempt under Title 42, Section 3607 of the United States Code or (b) relates to handicap but does not discriminate against handicapped persons. Recorded June 3, 2002 in Official Records under Recording Number 20020603001568 12. Terms and provisions as contained in an instrument, Entitled Recorded Declaration of Covenant for Inspection and Maintenance of Stormwater Facilities and BMPS April 1, 2015 in Official Records under Recording Number 20150401001168 13. Assessments that may be levied, as follows: For/By Sunset Hills Homeowners' Association A search of the list of active Washington corporations indicates that the non-profit corporation has not been filed for the homeowner's association as required by RCW 64.34. 14. Lien of Real Estate Excise Sale Tax upon any sale of said premises, as established by the Washington State Department of Revenue. NOTE: As of the date of this commitment, the current Excise Tax Rate is: .0178. Confirm the current rate by contacting the following prior to closing: Name of Agency King County Records and Election Division, Excise Tax Department at Telephone Number (206) 296-1843 15. DELINQUENT GENERAL TAXES, PLUS INTEREST AND PENALTY AFTER DELINQUENCY; lsr HALF DELINQUENT ON MAY 1; 2"0 HALF DELINQUENT ON NOVEMBER 1: For year 0.00 Amount Billed $1,324.79 Amount Paid $0.00 Parcel No. 813210-0120-07 Levy Code 2100 Said matters affect Lot 12 Page 6 of 9 Pages ORTIC 1618 OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY Order Number: 5207128291 16. DELINQUENT GENERAL TAXES, PLUS INTEREST AND PENALTY AFTER DELINQUENCY; lsr HALF DELINQUENT ON MAY 1; 2"0 HALF DELINQUENT ON NOVEMBER 1: For year 2015 Amount Billed $1,324.79 Amount Paid $0.00 Parcel No. 813210-0130-05 Levy Code 2100 Said matters affect Lot 13 17. Deed of Trust to secure an indebtedness of the amount stated below and any other amounts payable under the terms thereof, Amount Trustor/Borrower Trustee Beneficiary/Lender Dated Recorded Loan No. Returned to $548,848.75 W.H. Hughes Co, Inc., a Washington corporation Old Republic National ntle Insurance Company, a Minnesota corporation Isola Financial, LLC, a Washington limited liability company January 13, 2015 January 15, 2015 in Official Records under Recording Number 20150115001516 150115 Isola Financial, LLC 1518 1st Ave S, Suite 301 Seattle, WA 98134 18. Deed of Trust to secure an indebtedness of the amount stated below and any other amounts payable under the terms thereof, ORTIC 1618 Amount Trustor/Borrower Trustee Beneficiary/Lender Dated Recorded Loan No. Returned to $299,532.62 W.H. Hughes Co, Inc., a Washington corporation Old Republic National ntle Insurance Company, a Minnesota corporation Isola Financial, LLC, a Washington limited liability company January 13, 2015 January 15, 2015 in Official Records under Recording Number 20150115001517 150116 Isola Financial, LLC 1518 1st Ave S, Suite 301 Seattle, WA 98134 Page 7 of 9 Pages OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY Order Number: 5207128291 19. The requirement that this Company be provided with an opportunity to inspect the land (the Company reserves the right to make additional exceptions and/or requirements upon completion of its inspection). 20. Title is to vest in persons not yet revealed, and when so vested will be subject to matters disclosed by a search of the records against their names. --------------------Informational Notes ------------------- A. NOTE: According to the public records, there have been no deeds conveying the property described in this report recorded within a period of 36 months prior to the date hereof except as follows: Statutory Warranty Deed executed by John L. Cowan, an unmarried man as his separate estate to W.H. Hughes Co Inc., a Washington corporation recorded January 15, 2015 in Official Records under Recording Number 20150115001515. B. Pursuant to WAC Code 284-29-260, there will be a cancellation charge (minimum of $50 plus tax) in the event the proposed transaction does not close. C. NOTE: This report covers land which was identified by street address and/or tax parcel number(s) -assessor's parcel number(s) when the order was opened. D. Potential charges, for the King County Sewage Treatment Capacity Charge, as authorized under RCW 35.58 and King County Code 28.84.050. Said charges could apply for any property that connected to the King County Sewer Service Area on or after February 1, 1990. For further information please contact the King County Wastewater Treatment Division at: (206)-296-1450. E. The applicable rate(s) for the policy(s) being offered by this report or commitment appears to be section(s) 35, 16 and 19. F. Short Term Rate ("STR'') applies (but may be precluded or limited by application of the above shown section(s) of our Schedule of Fees and Charges.) Page 8 of 9 Pages ORTIC 1618 OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY Order Number: 5207128291 G. NOTE: To help you avoid delays at closing, we would like to make you aware of our final recording run times, in which the recording documents leave our office. Documents must be delivered to our office at least 15 minutes prior to our last recording run for preparation and review. ORTIC 1618 REGULAR RECORDINGS -Last Run for the Day Leaves our Offices at: King County: 2:00 p.m. (Lynnwood Office) Snohomish County: 1:15 p.m. Monday through Thursday, 12:15 p.m. on Friday (Lynnwood Office) Please Note: Snohomish County closes early every Friday, except if it should be the last day of the month. KING, PIERCE, AND SNOHOMISH COUNTY recordings are processed out of our Lynnwood Office at: 19020 33rd Ave. W., Suite 360, Lynnwood, WA 98036 LAST RELEASE TIMES: E-RECORDING: REGULAR RECORDING: Kinn Countv: Non-Excise Onlv. 3:25 o.m. 2:25 o.m. Pierce Countv: Both Excise and Non-Excise 3:25 o.m. n/a Snohomish Countv: Both Excise and Non-Excise 3:25 n.m. Mondav throuah Thursdav 2:25 o.m. 2:55 o.m. Fridav 1:55 o.m. NOTE: All documents are being E-Recorded for Pierce County. NOTE: There is an additional $5.00 per document charge for E-Recordings. If you do NOT want your docs E-Recorded, you MUST tell us on your closing order and schedule the docs to be delivered to us according to the REGULAR RECORDING delivery times. For E-Recording Excise Transactions (available in Snohomish County and Pierce County only at this time), checks must be included in your recording package and made payable to: Old Republic Title, Ltd. NOTE: A $1.00 mailing fee will be charged per document recorded by Old Republic Title, Ltd. IMPORTANT!!! Please make sure NOTHING appears in the one inch margin of your documents or the three inch margin at the top of page one. This includes signatures, initials and notary seals. If the margins are not clear, the county will not record the document! jen/RT Page 9 of 9 Pages OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY CONDmONS 1. The term mortgage, when used herein, shall include deed of trust, trust deed, or other security instrument. 2. If the proposed Insured has or acquired actual knowledge of any defect, lien, encumbrance, adverse claim or other matter affecting the estate or interest or mortgage thereon covered by this Commitment other than those shown in Schedule B hereof, and shall fail to disclose such knowledge to the Company in writing, the Company shall be relieved from liability for any loss or damage resulting from any act of reliance hereon to the extent the Company is prejudiced by failure to so disclose such knowledge. If the proposed Insured shall disclose such knowledge to the Company, or if the Company otherwise acquires actual knowledge of any such defect, lien, encumbrance, adverse claim or other matter, the Company at its option may amend Schedule B of this Commitment accordingly, but such amendment shall not relieve the Company from liability previously incurred pursuant to paragraph 3 of these Conditions and Stipulations. 3. Liability of the Company under this Commitment shall be only to the named proposed Insured and such parties included under the definition of Insured in the form of policy or policies committed for and only for actual loss incurred in reliance hereon in undertaking in good faith (a) to comply with the requirements hereof, or (b) to eliminate exceptions shown in Schedule B, or ( c) to acquire or create the estate or interest or mortgage thereon covered by this Commitment. In no event shall such liability exceed the amount stated in Schedule A for the policy or policies committed for and such liability is subject to the insuring provisions and Conditions and Stipulations and the Exclusions from Coverage of the form of policy or policies committed for in favor of the proposed Insured which are hereby incorporated by reference and are made a part of this Commitment except as expressly modified herein. 4. This Commitment is a contract to issue one or more title insurance policies and is not an abstract of title or a report of the condition of title. Any action or actions or rights of action that the proposed Insured may have or may bring against the Company arising out of the status of the title to the estate or interest or the status of the mortgage thereon covered by this Commitment must be based on and are subject to the provisions of this Commitment. 5. The policy to be issued contains an arbitration clause. All arbitrable matters when the Amount of Insurance is $2,000,000 or less shall be arbitrated at the option of either the Company or the Insured as the exclusive remedy of the parties. You may review a copy of the arbitration rules at http://www.alta.org. If a policy other than the 2006 AL TA Owner's Policy of Title Insurance, 2006 ALTA Loan Policy of Title Insurance or 2006 ALTA Short Form Residential Loan Policy is ultimately issued, the arbitration provisions of the issued policy shall control. ORDER NO. : 5207128291 LEGAL DESCRIPTION EXHIBIT The land referred to is situated in the County of King, City of Renton, State of Washington, and is described as follows: Lots 12 and 13, SUNSET HILLS, according to the plat thereof recorded in Volume 169 of Plats, pages 51 through 55, inclusive, records of King County, Washington. SITUATE in the County of King, State of Washington ABBREVIATED LEGAL Lots 12 and 13, SUNSET HILLS. Tax Account Nos. 813210-0120-07 and 813210-0130-05 Page 1 of 1 Exhibit I CLTA HOMEOWNER'S POUCY OF TITLE INSURANCE (02/03/10) AL TA HOMEOWNER'S POUCY OF TITLE INSURANCE EXCLUSIONS In addition to the Exceptions in Schedule B, You are not insured against loss, costs, attorneys' fees, and expenses resulting from: 1. Governmental pollce power, and the existence or violation of those portions of any law or government regulation concerning: a. building; b. zoning; c. land use; d. improvements on the Land; e. land division; and f. environmental protection. This Exclusion does not limit the coverage described in Covered Risk 8.a.1 14, 15, 16, 18, 19, 20, 23 or 27. 2. The failure of Your existing structures, or any part of them, to be constructed in accordance with applicable building codes. This Exclusion does not limit the coverage described in Covered Risk 14 or 15. 3. The right to take the Land by condemning it. This Exclusion does not limit the coverage described in Covered Risk 17. 4. Risks: a. that are aeated, allowed, or agreed to by You, whether or not they are recorded in the Public Records; b. that are Known to You at the Policy Date, but not to Us, unless they are recorded in the Public Records at the Policy Date; c. that result in no loss to You; or d. that first occur after the Policy Date -this does not limlt the coverage described in Covered Risk 7, 8.e., 25, 26, 27 or 28. 5. Failure to pay value for Your Title. 6. Lack of a right: a. to any land outside the area specifically described and referred to in paragraph 3 of Schedule A; and b. in streets, alleys, or waterways that touch the Land. This E:xdusion does not limit the coverage described in Covered Risk 11 or 21. 7. The transfer of the Title to You is invalid as a preferential transfer or as a fraudulent transfer or conveyance under federal bankruptcy, state Insolvency, or similar creditors' rights laws. UMITATIONS ON COVERED RISKS Your insurance for the following Covered Risks is limited on the Owner's Coverage Statement as follows: For Covered Risk 16, 18, 19, and 21 Your Deductible Amount and Our Maximum Dollar Limit of Liability shown in Schedule A. The deductible amounts and maximum dollar limits shown on Schedule A are as follows: Covered Risk 16: Covered Risk 18: Covered Risk 19: Covered Risk 21: Your Deductible Amount 1.00% of Policy Amount or $5,000.00 (whichever is less) 1.00% of Policy Amount or $5,000.00 (whichever is less) 1.00% of Policy Amount or $5,000.00 (whichever is less) 1.00% of Policy Amount or $5,000.00 (whichever is less) Page 1 of 2 Our Maximum Dollar Limit of Liability $25,000.00 $25,000.00 $25,000.00 $25,000.00 Exhibit I AMERICAN LAND TITLE ASSOCIATION LOAN POUCY OF TITLE INSURANCE • 2006 EXCLUSIONS FROM COVERAGE The following matters are expressly excluded from the coverage of this policy, and the Company will not pay loss or damage, costs, attorneys' fees, or expenses that arise by reason of: 1. (a) Any law, ordinance, permit, or governmental regulation (Including those relating to building and zoning) restricting, regulating, prohibiting, or relating to (i) the occupancy, use, or enjoyment of the Land; (ii) the dlaracter, dimensions, or location of any improvement erected on the Land; (iii) the subdivision of land; or (iv) environmental protection; or the effect of any violation of these laws, ordinances, or governmental regulations. This Exdusion l(a) does not modify or limit the coverage provided under Covered Risk 5. (b) Any governmental police power. This Exclusion l(b) does not modify or limit the coverage provided under Covered Risk 6. 2. Rights of eminent domain. This Exclusion does not modify or limlt the coverage provided under Covered Risk 7 or 8. 3. Defects, liens, enaimbrances, adverse claims, or other matters (a) created, suffered, assumed, or agreed to by the Insured Claimant; (b) not Known to the Company, not recorded in the Public Records at Date of Policy, but Known to the Insured Claimant and not disclosed in writing to the Company by the Insured Claimant prior to the date the Insured Claimant became an Insured under this policy; ( c) resulting in no loss or damage to the Insured Claimant; (d) attaching or created subsequent to Date of Policy (however, this does not modify or limit the coverage provided under Covered Risk 11, 13, or 14); or (e) resulting in loss or damage that would not have been sustained if the Insured Oaimant had paid value for the Insured Mortgage. 4. Unenforoeabillty of the lien of the Insured Mortgage because of the inability or failure of an Insured to comply with applicable doing-business laws of the state where the Land is situated. 5. Invalidity or unenforceability in whole or in part of the lien of the Insured Mortgage that arises out of the transaction evidenced by the Insured Mortgage and Is based upon usury or any consumer credit protection or truth-in-lending law. 6. Any daim, by reason of the operation of federal bankruptcy, state Insolvency, or similar creditors' rights laws, that the transaction creating the lien of the Insured Mortgage, is (a) a fraudulent conveyance or fraudulent transfer, or (b) a preferential transfer for any reason not stated in Covered Risk 13(b) of this policy. 7. Any lien on the Title for real estate taxes or assessments imposed by governmental authority and created or attaching between Date of Policy and the date of recording of the Insured Mortgage in the Public Records. This Exclusion does not modify or limit the coverage provided under Covered Risk ll(b). EXCEPTIONS FROM COVERAGE -SCHEDULE B, PART 1, SECTION ONE This policy does not insure against loss or damage (and the Company will not pay costs, attorneys' fees or expenses) that arise by reason of: 1. (a) Taxes or assessments that are not shown as existing liens by the records of any taxing authority that levies taxes or assessments on real property or by the Public Records; (b) proceedings by a public agency that may result in taxes or assessments, or notices of such proceedings, whether or not shown by the records of such agency or by the Public Records. 2. Any facts, rights, interests, or daims that are not shown by the Public Records but that could be ascertained by an inspection of the Land or that may be asserted by persons in possession of the Land. 3. Easements, liens or encumbrances, or daims thereof, not shown by the Public Records. 4. Any encroachment, encumbrance, violation, variation, or adverse circumstance affecting the Title that would be disclosed by an accurate and complete land survey of the Land and not shown by the Public Records. 5. (a) Unpatented mining claims; (b) reservations or exceptions in patents or in Acts authorizing the issuance thereof; (c) water rights, claims or title to water, whether or not the matters excepted under (a), (b), or (c) are shown by the Public Records. OLD REPUBLIC TITLE, LTD. 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 OLD REPUBLIC IDLE, LTD. 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. ORT 287-C 5/07/01 ORDER NO. : 5207128291 EXHIBIT A The land referred to is situated in the County of King, City of Renton, State of Washington, and is described as follows: Lots 12 and 13, SUNSET HILLS, according to the plat thereof recorded in Volume 169 of Plats, pages 51 through 55, inclusive, records of King County, Washington. SITUATE in the County of King, State of Washington ABBREVIATED LEGAL Lots 12 and 13, SUNSET HILLS. Tax Account Nos. 813210-0120-07 and 813210-0130-05 Page 1 of 1 1.,:2, i:o ·"'" ,., C w ,z ~o.,. ""' !> ~C:~':':P f.i:JSO l~-' .1::1 f.';Cjt HJ/[) NE 24th St NI: i•TH ST ,:,LO'! 1 \:"· ;;: ~ -,~ ....... .... \".\ ,• ;;,• ,, . lOT 2 This map has be1m copied from the public records and Is provided solely for the purpose of aSSlstlng In locating the premises. No llabllltles are assumed for 1nacc1,1rades contained herein or for var1at10ns, If any, in dimenSions, area or location of the premises or t~ loeatiOtl of Improvements ascertained by actual survey. DEPARTMENT OF COl\rrn/lUNITV AND ECONOMIC DEVELOPMENT r of ADMINISTRATIVE SHORT PLAT REPORT & DECISION A. SUMMARY AND PURPOSE OF REQUEST REPORT DA TE: Project Name: Project Number: Project Manager: Owner: Applicant: Contact: Project Location: Project Summary: Exist. Bldg. Area SF: Site Area: March 6, 2015 NE 24th Street Short Plat LUA14-001654, SHPL-A Jill Ding, Senior Planner John Cowan, 1830 NE 24th Street, Renton, WA 98056 Bill Hughes, 14401 Issaquah-Hobart Road, Issaquah, WA 98027 Tom Redding, Encompass Engineering & Surveying, 165 NE Juniper Street, Suite 201, Issaquah, WA 98027 1904 and 1908 NE 24th Street Subdivision of an existing 25,400 square foot (0.58 acre) project site zoned R-8 (Residential-8 dwelling units per acre) into three lots for the future construction of three single family residences. The project site consists of two vacant parcels on the north side of NE 24th Street (parcel nos. 8132100120 and 8132100130). An 18-foot wide private driveway is proposed on the eastern portion of proposed Lot 2 to provide access to proposed Lot 3. A variance was requested from the Fire Dept. to reduce the paving width required for the private driveway access to Lot 3 from 20 feet to 16 feet. Access to Lots 1 and 2 would be provided via residential driveways off of NE 24th Street. A street modification request has been submitted to allow the existing frontage improvements to remain along NE 24th Street. Sensitive slopes (grades between 25 and 40 percent), high landslide hazard areas, moderate landslide hazard areas, and Aquifer Protection Area 2 are mapped on the project site. N/A 25,400 sq. ft. Proposed New Bldg. Area (footprint): Proposed New Bldg. Area (gross): Toto/ Building Area GSF: Unknown N/A N/A ----------------------- SHPL Report 14-001654 v2 City of Renton Deportment of L_ ... munity & Economic Development NE 24TH STREET SHORT PLAT ,inistrotive Short Plat Report & Decision LUA14-0016S4, SHPL-A Report of March 6, 2015 B. EXHIBITS: Short Plot Report Exhibit A.1: Exhibit A.2: Exhibit A.3: Staff Report Neighborhood Detail Map Short Plat Plan (dated December 24, 2014) Page 2 of 21 Exhibit A.4: Conceptual Drainage Control, Generalized Utility and Grading Plan (dated December 15, 2014} Exhibit A.5: Exhibit A.6: Exhibit A.7: Landscape Plan (dated December 2014) Tree Cutting/Land Clearing Plan (December 15, 2014} Tree Retention Worksheet Exhibit A.8: Geotechnical Engineering Report, prepared by GeoResources, LLC (dated 12/22/2014} Exhibit A.9: Preliminary Technical Information Report, prepared by Encompass Engineering & Surveying, dated December 29, 2014 Exhibit A.10: Street Modification Request Exhibit A.11: Street Modification Approval Letter C. GENERAL INFORMATION: 1. Owner(s) of Record: John Cowan 1830 NE 24th Street Renton, WA 98056 2. Zoning Designation: Residential -8 dwelling units per acre (R-8) 3. Comprehensive Plan Land Use Designation: Residential Single Family (RSF} 4. Existing Site Use: Vacant 5. Neighborhood Characteristics: a. North: Single-family residential (R-8) b. East: Single-family residential {R-8} c. South: Single-family residential (R-8} d. West: Single-family residential (R-8) 6. Access: NE 24th Street 7. Site Area: 25,400 sf D. HISTORICAL/BACKGROUND: Action Comprehensive Plan SHPL Report 14-001654 v2 Land Use File No. N/A Ordinance No. 5100 Date 11/01/2004 City of Renton Department of ( wnity & Economic Development inistrative Short Plat Report & Decision NE 24TH STREET SHORT PLAT Report of March 6, 2015 Zoning N/A 5099 Annexation N/A 1818 Interim Zoning N/A 5724 E. 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 d. Section 4-2-115: Residential Design and Open Space Standard 2. Chapter 3 Environmental Regulations and Overlay Districts a. Section 4-3-050: Critical Area Regulations 3. Chapter 4 Property Development Standards a. Section 4-4-030: Development Guidelines and Regulations b. Section 4-4-070: Landscaping c. Section 4-4-130: Tree Retention and Land Clearing 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 LUA14-001654, SHPL-A Page 3 of 21 11/01/2004 03/17/1960 09/22/2014 b. Section 4-7-120: Compatibility with Existing Land Use and Plan -General Requirements and Minimum Standards c. Section 4-7-150: Streets-General Requirements and Minimum Standards d. Section 4-7-170: Residential Lots -General Requirements and Minimum Standards 5. Chapter 11 Definitions F. APPLICABLE SECTIONS OF THE COMPREHENSIVE PLAN: 1. Land Use Element: 2. Community Design Element: G. DEPARTMENT ANALYSIS: Residential Single Family Established Residential Neighborhoods and New and Infill Development 1. Project Description/Background The applicant has proposed to subdivide a 0.58 acre (25,400 square foot) site located within the Residential -8 dwelling units per acre (R-8) zone. The proposal would create 3 lots intended for the development of detached single-family residences. The project site is currently vacant. After the deduction of the 1,763 square foot private access easement, the proposal for 3 lots on the project site would result in a net density of 5.6 dwelling units per acre. Proposed Lot 1 would total 7,023 square feet in area, Lot 2 would total 7,004 square feet in area, and Lot 3 would total 9,610 square feet in area. SHPL Report 14-001654 v2 City of Renton Department of Co,,,munity & Economic Development NE 24TH STREET SHORT PLAT Report of March 6, 2015 ~-.. ,inistrative Short Plat Report & Decision LUA14-001654, SHPL-A Page 4 of 21 City Council adopted Ordinance 5724 to provide interim zoning standards for the R-8 zone. The legislation and interim standards became effective at the time of Council approval on September 22, 2014. The NE 24th Street Short Plat application was determined a complete application on January 8, 2015, after the adopted ofthe interim zoning standards, and therefore, is vested to the interim zoning standards (Ordinance 5724) as well as the standards adopted under Ordinance 5702. Access for Lots 1 and 2 would be provided via new driveways off of NE 24th Street. Access to Lot 3 is proposed via a 16-foot wide private access easement over the east side of Lot 2. Existing frontage improvements, including paving, curb and gutter, landscaping, and sidewalks exist along the project site's NE 24th Street frontage. A street modification request was submitted with the short plat application to allow the existing frontage improvements to remain. Sensitive slopes (slopes with grades between 25 percent and 40 percent) and a high landslide hazard area are mapped on the project site. The existing ground surface generally slopes to the northwest with an elevation change of approximately 30 feet. A total of 7 significant trees have been identified on the project site and of these trees, 2 are proposed to be retained. The trees proposed for retention are located on the southwest corner of Lot 1 and the southeast corner of Lot 2. 2. Environmental Review Except when located on lands covered by water or sensitive areas, short plats are exempt from SEPA Environmental Review pursuant to WAC 197-11-800(6)(a). 3. Compliance with ERC Conditions N/A 4. Staff Review Comments Representatives from various city departments have reviewed the application materials to identify and address issues raised by the proposed development. These comments are contained in the official file, and the essence of the comments have been incorporated into the appropriate sections of this report and the Departmental Recommendation at the end of this report. 4. Consistency with Short Plat Criteria SHORT PLAT REVIEW CRITERIA: Approval of a short plat is based upon several factors. The following short plat criteria have been established to assist decision-makers in the review of the plat. (,/ Compliant; Note 1: Partially compliant; Note 2: Not compliant; Note 3: Compliance not yet demonstrated) SHPL Report 14-001654 v2 City of Renton Department of Cor11munity & Economic Development NE 24TH STREET SHORT PLAT . ·-· . .inistrative Short Plat Report & Decision LUA14-001654, SHPL-A Report of March 6, 2015 Page 5 of 21 1. CONFORMANCE WITH THE COMPREHENSIVE PLAN: The site has the Comprehensive Land Use designation of Residential Single Family (RSF). Land designated RSF is intended to be used for high quality detached, single-family residential development organized into neighborhoods at urban densities. It is intended that larger subdivisions, infill development, and rehabilitation of existing housing be carefully designed to enhance and improve the quality of single family living environments. The proposal is consistent with the following Comprehensive Plan Land Use and Community Design Element policies, if all conditions of approval are met, unless noted otherwise: ,(' Policy LU-1S8. Net development densities should fall within a range of 4.0 to 8.0 dwelling units per acre in Residential Single Family Neighborhoods. ,(' Policy CD-14. Infill development, defined as new short plats of nine or fewer lots, should be encouraged in order to add variety, updated housing stock, and new vitality to neighborhoods. ,(' Policy CD-15. Infill development should be reflective of the existing character of established neighborhoods even when designed using different architectural styles, and/or responding to more urban setbacks, height or lot requirements. Infill development should draw on elements of existing development such as placement of structures, vegetation, and location of entries and walkways, to reflect the site planning and scale of existing areas. 2. COMPLIANCE WITH THE UNDERLYING ZONING DESIGNATION: Objectives and policies of the Comprehensive Land Use Plan RSF designation are implemented by Residential 8 zoning (R-8). RMC 4-2-llOA provides development standards for development within the R-8 zoning classification. The proposal is consistent with the following development standards if all conditions of approval are met, unless noted otherwise: ,(' Density: The allowed density range in the R-8 zone is a minimum of 4.0 to a maximum of 8.0 dwelling units per acre. Net density is calculated after the deduction of sensitive areas, areas intended for public right-of-way, and private access easements. Staff Comment: For the purposes of calculating net density the 1,763 square foot private access easement is required to be deducted from the gross site area of 25,400 square feet, resulting in a net area of 23,637 square feet (0.54 acres). Based on the proposal for 3 lots, the net density would be 5.6 dwelling units per net acre, which is within the allowed density range for the R-8 zone. ,(' Lot Dimensions: Proposed Lots Lot Size Width Depth 7,000 SF minimum 60 feet minimum 90 feet minimum (70 feet for corner lots) Lot 1 7,023 sf 71.50 feet 99.24 feet Lot 2 7,004 sf 91.12 feet 96.24 feet Lot 3 9,610 sf 60.00 feet 162.62 feet Note3 Setbacks: The required setbacks in the R-8 zone per the Interim Zoning Ordinance 5724 are as follows: front yard is 25 feet, side yard (or shared driveway) is 7.5 feet, side yard SHPL Report 14-001654 v2 City of Renton Deportment of Co ... munity & Economic Development NE 24TH STREET SHORT PLAT , ,.,,,inistrotive Short Plat Report & Decision LUA14-001654, SHPL-A Report of March 6, 2015 Page 6 of 21 along the street or access easement is 175 feet and the rear yard is 25 feet, Staff Comment: A 16-foot wide private access easement is proposed along the eastern side of Lot 2 to provide access to Lot 3, The front yard areas of proposed Lots 1 and 2 would be oriented to the south towards NE 24th Street; the front yard of Lot 3 would be oriented to the east. As proposed the new lots would provide adequate area for compliance with the required setbacks, Setbacks would be verified at the time of building permit review. Note 3 Building Standards: The Interim R-8 zoning requirements, per Ordinance 5724, for maximum building height is 30 feet, The maximum building coverage is 40 percent, Staff Comment: Building height and lot coverage far the new single family residences would be verified at the time of building permit review. Notel Landscaping: The City's landscape regulations (RMC 4-4-070) require all short plats to provide a 10-foot landscape strip along all public street frontages. Additional minimum planting strip widths between the curb and sidewalk are established according to the street development standards of RMC 4-6-060. Street trees and, at a minimum, groundcover, are to be located in this area when present, Spacing standards shall be as stipulated by the Department of Community and Economic Development, provided there shall be a minimum of one street tree planted per address. Any additional undeveloped right-of-way areas shall be landscaped unless otherwise determined by the Administrator. Where there is insufficient right-of-way space or no public frontage, street trees are required in the front yard subject to approval of the Administrator. A minimum of two trees are to be located in the front yard prior to final inspection. Staff Comment: A conceptual landscape plan (Exhibit A.5} was submitted as part of the proposed land use application. The conceptuol landscape plan (Exhibit A.SJ shows a 10- foot wide landscaped strip along NE 24th Street. A planting detail was included showing 3 Western Red Cedar trees, 5 Vine Maple trees, Day/ilies, Hansa Japanese Rose, Sword Fern, Pacific Wax Myrtle, Variegated Dogwood, Dwarf Mugo Pine, Maiden Grass, and Kinnickinnick. A street modification request (Exhibit A.10} was submitted with the short plat application allowing the applicant to retain the existing 6.5-foot landscape strip between the curb and sidewalk. The existing 6.5-foot landscape strip has 4 street trees. Due to the proposed locations of the driveways for the new Jots, the applicant is proposing to replace or relocate 3 of the existing street trees (one tree would remain in its current location). If the driveway curb cut for Lot 2 was consolidated with the proposed access easement to the west (providing access to Lot 3) only 1 existing street tree would need to be relocated or replaced (see further discussion be/aw under access). To ensure retention of the existing mature street trees, staff recommends a condition of approval that a minimum of two existing street trees are retained, No trees were proposed within the front yard area of new Lot 3, Staff recommends, as a condition of approva, that a detailed landscape plan be submitted at the time of Construction Permit application for review and approval by the Current Planning Project Manager, The detailed landscape plan shall include two trees within the front yard area of Lot 3 and show the relocation or replacement of one street tree along NE 24th Street. SHPL Report 14-001654 vl City of Renton Department of Community & Economic Development NE 24TH STREET SHORT PLAT Report of March 6, 2015 ~uministrative Short Plat Report & Decision LUA14-001654, SHPL-A Page 7 of 21 The 10-foot londscaped strip and street trees shall be installed prior to final short plat approval and the street/front yard trees shall be installed prior to final building inspection. Tree Retention: The City's adopted Tree Retention and Land Clearing Regulations require the retention of 30 percent of trees in a residential development. Staff Comment: A Tree Cutting/Land Clearing Plan (Exhibit A.6) and a Tree Retention Worksheet (Exhibit A. 7) were submitted with the short plat application materials. There are a total of 7 significant trees located on the project site. A total of 2 trees are proposed to be retained. To comply with the Tree Retention requirements, 2 trees are required to be retained or replaced. The proposal to retain 2 trees would comply with this requirement. Staff recommends as a condition of approval that a final Tree Retention plan in compliance with the City's adopted Tree Retention and Land Clearing Regulations be submitted at the time of Construction Permit application for review and approval by the Current Planning Project Manager. Note 3 Parking: Parking regulations require that a minimum oftwo parking spaces be provided for each detached dwelling. Driveway cuts are required to be a minimum of 5 feet from property lines and new driveways may be a maximum of 16 feet in width at the property line. Staff Comment: As proposed, each lot would have adequate area to provide two off- street parking spaces. Compliance with the parking requirements would be verified at the time of building permit review. Compliance with driveway standards would be verified at the time of building permit review. Critical Areas: A high landslide hazard area and sensitive slopes (with a grade between 25 and 40 percent) are mapped on the project site. High landslide hazard areas and sensitive slopes are regulated under the City's Critical Areas Regulations (RMC 4-3-050). Staff Comment: A Geotechnical Engineering Report prepared by GeoResources, LLC, dated December 22, 2014 (Exhibit A.8} was submitted with the project application. According to the report the slopes on the project site range from 13 to 15 percent and are underlain with Indianola Loamy Sand. As the onsite slopes have grades less than 25 percent, the report (Exhibit A.8} concludes that they would not meet the definition of sensitive slopes per the City's Critical Areas Regulations (RMC 4-3-050). In addition, the report also concludes that the presence of sandy soils onsite with grades between 13 to 15 percent do not meet the criteria for a high landslide hazard area and would instead meet the criteria for a low landslide hazard area. The report included recommendations for site preparation and grading, structural fill, foundation support, and floor slab support. Staff recommends as a condition of approval that project construction be required to comply with the recommendations provided in the Geotechnica/ Engineering Report prepared by GeoResources, LLC, dated December 22, 2014. 3. DESIGN STANDARDS: Residential Design and Open Space Standards (RMC 4-2-115) are applicable in the R-8 zone. The Standards implement policies established in the Land Use and Community Design Elements of the Comprehensive Plan. Compliance with Site Design Standards must be demonstrated prior to approval of the subdivision. Compliance with Residential Design SHPL Report 14-001654 v2 City of Renton Department of Community & Economic Development NE 24TH STREET SHORT PLAT nuministrotive Short Plot Report & Decision LUA14-001654, SHPL-A Report of March 6, 2015 Page 8 of 21 Standards would be verified prior to issuance of building permits. The proposal is consistent with the following design standards, unless noted otherwise: Lot Configuration: One of the following is required: 1. Lot width variation of 10 feet (10') minimum of one per four (4) abutting street-fronting Jots, or 2. Minimum of four (4) lot sizes (minimum of four hundred (400) gross square feet size difference), or 3. A front yard setback variation of at least five feet (5') minimum for at least every four (4) abutting street fronting Jots. Staff Comment: As proposed the short plat wauld comply with requirement number 1. Proposed Lot 1 would have a lot width of 71.50 feet and Lot 2 would have a lot width of 91.12/eet. The difference in width between the street fronting Jots (Lots 1 and 2) would exceed 10 feet. Note 3 Garages: One of the following is required; the garage is: 1. Recessed from the front of the house and/or front porch at least eight feet (8'), or 2. Located so that the roof extends at least five feet (5') (not including eaves) beyond the front of the garage for at least the width of the garage plus the porch/stoop area, or 3. Alley accessed, or 4. Located so that the entry does not face a public and/or private street or an access easement, or 5. Sized so that it represents no greater than fifty percent (50%) of the width of the front facade at ground level, or 6. Detached. The portion of the garage wider than twenty six-feet (26') across the front shall be set back at least two feet (2'). Staff Comment: Compliance for this standard would be verified at the time of building permit review. Note 3 Primary Entry: One of the following is required: 1. Stoop: minimum size four feet by six feet (4' x 6') and minimum height twelve inches (12") above grade, or 2. Porch: minimum size five feet (5') deep and minimum height twelve inches (12") above grade. Exception: in cases where accessibility (ADA) is a priority, an accessible route may be taken from a front driveway. Staff Comment: Lot 2 shall be required to provide vehicular access to the home from the access easement. However, it should be noted that the primary entry of the home should face NE 24'h Street. To ensure the home maintains this orientation, staff recommends a condition of approval, that the primary entry features be located on the fo~ode facing NE SHPL Report 14-001654 v2 City of Renton Department of C, .. munity & Economic Development NE 24TH STREET SHORT PLAT , ,_ ... inistrative Short Plat Report & Decision LUAl4-00l6S4, SHPL-A Report of March 6, 2015 Page 9 of 21 24th Street. Compliance for this standard would be verified at the time of building permit review. Note 3 Fa~ade Modulation: One of the following is required: 1. An offset of at least one story that is at least ten feet (10') wide and two feet (2') in depth on facades visible from the street, or 2. At least two feet (2') offset of second story from first story on one street facing facade. Staff Comment: Compliance for this standard would be verified at the time of building permit review. Note 3 Windows and Doors: Windows and doors shall constitute twenty-five percent (25%) of all facades facing street frontage or public spaces. Staff Comment: Lot 2 shall be required to provide vehicular access to the home from the access easement. However, it should be noted that the windows and doors of the home should face NE 24th Street. To ensure the home maintains this orientation, staff recommends o condition of approval, that the windows and doors features be located on the fa,ade facing NE 24th Street. Compliance for this standard would be verified at the time of building permit review. N/A Scale, Bulk, and Character: N/ A Note 3 Roofs: One of the following is required for all development: 1. Hip or gabled with at least a six to twelve (6:12) pitch for the prominent form of the roof (dormers, etc., may have lesser pitch), or 2. Shed roof. Additionally, for subdivisions greater than nine (9) lots: A variety of roof forms appropriate to the style of the home shall be used. Staff Comment: Compliance for this standard would be verified at the time of building permit review. Note3 Eaves: Both of the following are required: 1. Eaves projecting from the roof of the entire building at least twelve inches (12") with horizontal fascia or fascia gutter at least five inches (5") deep on the face of all eaves, and 2. Rakes on gable ends must extend a minimum of two inches (2") from the surface of exterior siding materials. Staff Comment: Compliance for this standard would be verified at the time of building permit review. Note3 Architectural Detailing: 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 eight inches {8") is required between the first and second story. Additionally, one of the following is required: 1. Three and one half inch (3 1/2") minimum trim surrounds all windows and SHPL Report 14-001654 v2 City of Renton Department of Co ..... iunity & Economic Development NE 24TH STREET SHORT PLAT .. _ .. .inistrative Short Plat Report & Decision LUA14-001654, SHPL-A Report of March 6, 2015 Page 10 of 21 details all doors, or 2. A combination of shutters and three and one half inches (3 1/2") minimum trim details all windows, and three and one half inches (3 1/2") minimum trim details all doors. Staff Comment: Compliance far this standard would be verified at the time of building permit review. Note 3 Materials and Color: For subdivisions and short plats, abutting homes shall be of differing color. Color palettes for all new dwellings, coded to the home elevations, shall be submitted for approval. Additionally, one of the following is required: 1. A minimum of two (2) colors is used on the home (body with different color trim is acceptable), or 2. A minimum of two (2) differing siding materials (horizontal siding and shingles, siding and masonry or masonry-like material, etc.) is used on the home. One alternative siding material must comprise a minimum ofthirty percent (30%) of the street facing facade. If masonry siding is used, it shall wrap the corners no less than twenty four inches (24"). Staff Comment: Compliance far this standard would be verified at the time af building permit review. 4. COMPLIANCE WITH SUBDIVISION REGULATIONS: RMC 4-7 Provides review criteria for proposed subdivisions. The proposed project is consistent with the following subdivision regulations if all conditions of approval are complied with: Note 1 Access: Alley access is the preferred street pattern in the R-8 zone, unless the development proposed is a short plat. As the proposed project is a short plat, it is exempt from the alley access requirements. There are two existing curb cuts, one is located on the southeast corner of Lot 1 and the other is located on the southwest corner of Lot 2. As part of the proposed short plat, the locations of the curb cuts are proposed to be relocated. Staff recommends, as a condition of approval, that the unused curb cuts be removed and replaced with curb and gutter, landscaping, and sidewalk. Revised frontage improvement plans showing the removal of the unused curb cuts and the replacement with curb and gutter, landscaping, and sidewalk shall be submitted at the time of Utility Construction Permit review for review and approval by the City's Plan Reviewer. Installation of the improvements shall be completed prior to final short plat approval. Access to Lots 1 and 2 is proposed via residential driveways off of NE 24th Street. Access to proposed Lot 3 would be provided via a new 18-foot wide private access easement located along the eastern portion of proposed Lot 2 with 16 feet of pavement. Per RMC 4-4-0801.7.a joint use driveways should be encouraged to reduce the number of curb cuts along public street frontages, therefore, Lot 2 should also be required to take access off of the proposed access easement. Staff recommends as a condition of approval that access to Lot 2 be provided via the proposed access easement on the eastern portion of Lot 2. A note requiring the access to Lot 2 to be provided from the access easement shall SHPL Report 14-001654 vl City of Renton Department of Co,,,,,,unity & Economic Development NE 24TH STREET SHORT PLAT . ·-···inistrative Short Plat Report & Decision WA14-001654, SHPL-A Report of March 6, 2015 Page 11 of 21 be recorded on the face of the final short plat map. A shared private driveway may be permitted for access up to a maximum of four (4) lots. Up to three (3) of the lots may use the driveway as primary access for emergencies. The private access easement shall be a minimum width of 16 feet with a maximum of 12 feet paved driveway, unless 20 feet is required by the Fire Department for emergency access. The applicant submitted a variance request to the Fire Department requesting a reduction in the 20-foot emergency access pavement requirement down to 16 feet with a fire sprinkler system to be installed within the future residence on Lot 3. The Fire Department has reviewed the requested variance and has approved the reduction in pavement width from 20 feet to 16 feet subject to the condition that the future residence on Lot 3 be equipped with a fire sprinkler system. Staff recommends as a condition of approval that a note be recorded on the final short plat map stating that the future residence to be constructed on Lot 3 shall be equipped with a fire sprinkler system. The minimum separation of access from the adjacent property line is five feet. The proposed access as shown in the plans provides the required five feet separation . ./ Streets: NE 24th Street fronting the proposed project site is classified as a residential access street and has an existing right-of-way width of 57 feet. Per the street standards (RMC 4-6-060), the minimum right-of-way width required on a residential access street is 53 feet with 26 feet of paving, 0.5-foot curb, 8-foot landscape planter, 5-foot sidewalk, and street lighting. The existing right-of-way width is adequate, no additional dedication is required. Frontage improvements including paving, curb and gutter, 6.5-foot landscape strip, and sidewalk exist along the project frontage. The applicant submitted a modification to the street standards to allow the existing frontage improvements to remain. The requested Modification complies with the criteria outlined in RMC 4-9-250D per the approval letter dated February 12, 2015 (Exhibit A.11) . ./ Blocks: No new blocks would be created as a result of the proposed subdivision. The proposed short plat would be consistent with development patterns in the surrounding area . ./ Lots: The size, shape, orientation, and arrangement of the proposed lots comply with the requirements of the Subdivision Regulations and the Development Standards of the R-8 zone, interim zoning standards (Ord. 5724) and allow for reasonable infill of developable land. All of the proposed lots meet the requirements for minimum lot size, depth, and width. All of the proposed lots are rectangular in shape. The front yard areas of Lots 1 and 2 would be oriented to the south toward NE 24th Street and the front yard of Lot 3 would be oriented to the east. Note 1 Topography and Vegetation: Sensitive slopes (with grades between 25 and 40 percent) and a high landslide hazard area are mapped on the project site. According to the submitted Geotechnical Engineering Report (Exhibit A.8), the existing ground surface generally slopes to the northwest with grades ranging from 13 to 15 percent. The submitted geotechnical report concludes that the onsite slopes and soil conditions would not meet the criteria for sensitive slopes and high landslide areas. A total of seven SHPL Report 14-001654 v2 City of Renton Deportment of c ... munity & Economic Development NE 24TH STREET SHORT PLAT . ·-· 1inistrotive Short Plot Report & Decision LUA14-001654, SHPL-A Report of March 6, 2015 Page 12 of 21 significant trees have been identified on the project site and of these trees two are proposed to be retained. See previous discussion above under Tree Retention, and Critical Areas. s . AVAILABILITY AND IMPACT ON PUBLIC SERVICES: ., Police: Police staff indicates that there would be minimal impact on police services as a result of the proposed subdivision and sufficient resources exist to furnish services to the proposed development . ., Fire: 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,SOO 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,SOO gpm. It appears there is adequate fire flow in this area. There is an existing hydrant fronting the project site, which can deliver 1,000 gpm. Fire department apparatus access roadways are required to be minimum 20-feet wide fully paved. Fire access roadways shall be constructed to support a 30-ton vehicle with 322-psi point loading. Access is required within 150-feet of all points on the buildings. A 20-foot paved emergency access would be required to service proposed Lot 3. The applicant has requested a variance to the 20-foot pavement width requirement. The applicant is proposing a 16-foot paved driveway and the installation of a fire sprinkler system within the future residence to be constructed on new Lot 3. The Fire Department has approved the variance request. See previous discussion above under Access. A Fire Impact Fee for the future houses would be payable at the time of building permit issuance. The current Fire Impact Fee is $479.28; the fee in effect at the time of building permit application would be applied to this project. ., Schools: The Renton School District has indicated that it can accommodate the impact of additional students expected to come from the proposed project at Kennydale Elementary School, McKnight Middle School, and Hazen High School. Students attending Kennydale Elementary would walk to school heading west along the existing sidewalk on the north side of NE 24th Street to Jones Avenue NE where they would turn north and walk along the existing sidewalk along the east side of Jones to school. Students attending McKnight Middle School would walk to the east along the existing sidewalk on the north side of NE 24th Street to Edmonds Avenue NE where they would turn south and walk along the existing sidewalk to McKnight Middle School. Students attending Hazen High School would be bussed to school from the existing stop located approximately 0.09 miles to the east at the intersection of NE 24th Street and Aberdeen Avenue NE. To get to this bus stop, students would walk to the east along the existing sidewalk along NE 24th Street. The current Renton School District Impact Fee is $5,541.00. The Renton School Impact Fee would be payable at the time of building permit issuance; the fee in effect at the time of building permit application would be applied to this project. SHPL Report 14-001654 v2 City of Renton Department of Co ... munity & Economic Development NE 24TH STREET SHORT PLAT , ..... inistrative Short Plat Report & Decision LUA14-001654, SHPL-A Report of March 6, 2015 Page 13 of 21 ,/ Parks: A Park Impact Fee would be required for the future houses. The current Park Impact Fee is $1,441.29. The fee in effect at the time of building permit application is applicable to this project and is payable at the time of building permit issuance. Note 3 Stormwater: A Preliminary Technical Information Report (TIR) prepared by Encompass Engineering and Surveying (Exhibit A.9) and a geotechnical report prepared by GeoResources LLC (Exhibit A.8) were submitted with the project application. The geotech report (Exhibit A.8) states that the onsite soils are medium sand and are suitable for infiltration of stormwater. The submitted TIR (Exhibit A.9) states that the existing surface water runoff infiltrates into the existing soils. Runoff that does not infiltrate would sheet flow to the northwest onto the adjacent property and eventually into a biofiltration swale located 70 feet to the northwest of the project site. Surface flows continue through the swale and enters a piped storm system, which eventually discharges to Kennydale Creek and continues on to the 1-405 storm system. No drainage problems were identified. Infiltration trenches are proposed onsite to control surface water runoff generated by the proposed development. Infiltration trenches must be setback at least 15 feet from buildings with crawl space or basement. Runoff from roadways, driveways, and parking areas shall pass through a yard drain or catch basin fitted with a down-turned elbow, prior to entering the infiltration trench (see Figure C.2.2.B, p. C46). The elbow is intended to trap spill-ed material in the catch basin sump so that the spilled material can be cleaned up more easily by the homeowner. The preliminary grading plans (Exhibit A.4) show fill on a portion ofthe infiltration facilities. Having tractors or dozers go over these areas decreases their infiltration rate. Staff recommends, as a condition of approval, that no fill be allowed within the natural infiltration areas and compaction of the proposed infiltration areas shall not be permitted. An additional infiltration rate test will be required using the falling head permeability test for each infiltration area on each lot. There currently is not a rate provided in the submitted geotechnical report (Exhibit A.8). An additional pit test is required for Lot 3's infiltration area. These infiltration areas are very important because they are proposing full infiltration. Infiltration is not allowed for slopes greater than 15%. Lot 3's test pit exploration should be conducted at the lowest elevation which is near the property line. The depth of exploration should be a minimum of 6 feet. Presence of high ground water in the testing, by a geotechnical engineer, may require additional mitigation elements, including storage and pumping during the construction utility review process. The special requirement #6 regarding Aquifer Protection Area should be included in the drainage report submitted with the utility construction permit. The site falls in the Aquifer Protection Area zone 2. Drainage plans and a final drainage report based on the City adopted 2009 Surface Water Design Manual Amendment and the 2009 King County Surface Water Drainage is required to be submitted with the Construction permit. All stormwater requirements as per the 2009 Surface Water Design Manual Amendment and the 2009 King County Surface Water Drainage Manual is required to be provided by the project. Surface water system development fee is $1,350.00 per new lot. Fees are payable prior to issuance of the construction permit. SHPL Report 14-001654 v2 City of Renton Deportment of C .. munity & Economic Development NE 24TH STREET SHORT PLAT . ----,inistrotive Short Plot Report & Decision LUA14-001654, SHPL-A Report of March 6, 2015 Page 14 of 21 .,.. Water Service: The proposed development is within the City's water service area and in the Highlands 435-hydraulic zone. There is an existing 12-inch water main (see City water project plan no. W-1134) in NE 24th St. The 12-inch line can deliver 3,600 gallons per minute (gpm). The static water pressure is about 58 psi at elevation of 300 feet. There is an existing fire hydrant in front the property which can deliver 1,000 gallons per minute. The proposal will be required to install a 1-inch minimum domestic water service line and meter to each lot and may be required to install an additional fire hydrant within 300 feet of each lot, if required by Renton Fire Prevention Department for single family dwelling exceeding 3,600 sq. ft. of gross area. A redevelopment credit is applicable to an abandoned 3/4-inch meter that used to serve a house at 1908 NE 24th St that has been demolished in 2011. The development is subject to the water system development charge of$ 3,090.00 for the proposed lots. These fees are collected at the time a construction permit is issued and the rate prevalent at time of construction permit will be applicable . .,.. Sanitary Sewer Service: The site is located in the city of Renton sewer service area. There is an 8-inch sewer main in NE 24TH Street. There are two existing sewer stubs for two existing lots. A 6-inch sewer extension from the existing 8-inch main at NE 24TH Street is required to provide access to proposed Lot 3. The development is subject to a wastewater system development charge (SDC) fee. The SDC fee for sewer is based on the size of the new domestic water to serve the new home on each lot. The sewer fee for a %-inch or 1-inch meter install is $2,135.00. The applicant is required to pay SDC fee for existing and proposed lots. The West Kennydale Interceptor Special Assessment District fee (SAD) will be applicable on this project. The SAD fee would be $1,050.00 per lot . .,.. Transportation: See previous discussion above under Access and Streets. A Transportation Impact Fee for the new houses would be payable at the time of building permit issuance; the fee in effect at the time of building permit application would be applied to this project. The Transportation Impact Fee is $2,214.44. H. FINDINGS: Having reviewed the written record in the matter, the City now enters the following: 1. Request: The applicant is requesting approval of a 3-lot short plat on a 25,400 square foot site. The project would have a net density of 5.6 dwelling units per acre. 2. Application: The subject property is located at 1904 and 1908 NE 241h Street. 3. Comprehensive Plan: The subject property is designated as Residential Single Family (RSF) in the Comprehensive Plan. The proposed project would satisfy the objectives and policies of the Land Use and Community Design of the Comprehensive Plan, if all conditions are complied with. 4. Zoning: The proposed project site is zoned Residential -8 dwelling units per net acre (R-8) and is subject to the interim zoning standards as adopted under Ordinance 5724. The project SHPL Report 14-001654 v2 City of Renton Deportment of Co ..... ,unity & Economic Development NE 24TH STREET SHORT PLAT Report of March 6, 2015 .. _ ... inistrative Short Plat Report & Decision LUA14-001654, SHPL-A Page 15 of 21 as proposed would satisfy the R-8 standards and regulations as well as the interim zoning standards, if all conditions are complied with. 5. Subdivision Regulations: The project as proposed would satisfy the requirements of RMC 4-7, Subdivision Regulations if all conditions are complied with. 6. Existing Land Uses: The subject property is currently vacant. 7. Setbacks: Building setbacks for the future houses on the new lots would be verified at the time of building permit review. 8. System Development Charges: The surface water service development fee is $1,350.00 per single-family lot. System development fee (SOC) for sewer is based on the size of the new domestic water to serve the houses on each lot. Sewer SOC fee for %-inch or 1-inch meter install is $2,135.00. Water SOC fee for %-inch or 1-inch meter install is $3,090.00. 9. Public Services: The proposed short plat has been reviewed by various City Departments. There are adequate public services and facilities to accommodate the proposed short plat. Transportation, Fire, and Park Impact fees are applicable for the future houses on the new lots. Impact fees are assessed at the time of building permit application and are payable at the time of building permit issuance. 10. Public Utilities: Water, sewer, and storm drainage would be provided by the City of Renton. 11. Schools: The Renton School District has indicated that adequate school facilities are available at Kennydale Elementary, McKnight Middle, and Hazen High Schools. A Renton School District Impact Fee would be assessed at the time of building permit application and would be payable at the time of building permit issuance. 12. Safe Routes to Schools: Students would walk to Kennydale Elementary and McKnight Middle Schools. Renton School District bus service is available to Hazen High School. There are safe walking routes to Kennydale Elementary and McKnight Middle schools as well as to the existing bus stop located at NE 24th Street and Aberdeen Avenue NE. 13. Topography/Critical Areas: Sensitive Slopes (slopes with grades between 25 and 40 percent), a high landslide hazard area, and Aquifer Protection Area 2 are mapped on the project site. According to the submitted geotech report (Exhibit A.8), the existing ground surface generally slopes to the northwest with grades ranging between 13 and 15 percent. According to the geotech report the onsite slopes do not meet the City's criteria for Sensitive Slopes or High Landslide Hazard Areas, and instead should be classified as Low Landslide Hazard Areas as they meet the Low Landslide Hazard Area criteria. I. CONCLUSIONS: 1. The subject site is located in the Residential Single Family Comprehensive Plan designation and complies with the goals and policies established with this designation. 2. The subject site is located in the Residential -8 dwelling units per acre (R-8) zoning designation and is subject to interim zoning adopted under Ordinance 5724 and complies with the zoning and development standards established with these designations provided the applicant complies with City Code and conditions of approval. SHPL Report 14-001654 v2 City of Renton Department of C, NE 24TH STREET SHORT PLAT Report of March 6, 2015 unity & Economic Development 'nistrative Short Plat Report & Decision LUA14-001654, SHPL-A Page 16 of 21 3. The proposed 3-lot short plat complies with the subdivision regulations as established by City Code and state law provided all advisory notes and conditions are complied with. 4. The proposed 3-lot short plat complies with the street standards, as established by City Code, provided the project complies with all advisory notes and conditions of approval contained herein. 5. Slopes with grades between 15 and 25 percent and a medium landslide hazard area are mapped on the project site. Sensitive Slopes (slopes with grades between 25 and 40 percent}, a high landslide hazard area, and Aquifer Protection Area 2 are mapped on the project site. According to the submitted geotech report (Exhibit A.8}, the existing ground surface generally slopes to the northwest with grades ranging between 13 and 15 percent. According to the geotech report the onsite slopes do not meet the City's criteria for Sensitive Slopes or High Landslide Hazard Areas, and instead should be classified as Low Landslide Hazard Areas as they meet the Low Landslide Hazard Area criteria. The proposed 3-lot short plat complies with the critical areas regulations as established by City Code provided the applicant complies with the conditions of approval. 6. There are safe walking routes to the schools and school bus stop. 7. There are adequate public services and facilities to accommodate the proposed short plat. J. DECISION: The NE 24th Street Short Plat and street modification (Exhibit A.11}, File No. LUA14-001624, SHPL- A, is approved and is subject to the following conditions: 1. A detailed landscape plan shall be submitted at the time of Construction Permit application for review and approval by the Current Planning Project Manager. The detailed landscape plan shall include, but is not limited to, two trees within the front yard area of Lot 3 and show the relocation or replacement of one street tree along NE 241h Street. The 10-foot landscaped strip shall be installed prior to final short plat recording and the street/front yard trees shall be installed prior to final building occupancy. 2. A final Tree Retention plan in compliance with the City's adopted Tree Retention and Land Clearing Regulations shall be submitted at the time of Construction Permit application for review and approval by the Current Planning Project Manager. 3. Project construction shall be required to comply with the recommendations provided in the Geotechnical Engineering Report prepared by GeoResources, LLC, dated December 22, 2014. 4. Revised frontage improvement plans showing the removal of the unused curb cuts and the replacement with curb and gutter, landscaping, and sidewalk shall be submitted at the time of Utility Construction Permit review for review and approval by the City's Plan Reviewer. Installation of the improvements shall be completed prior to final short plat approval. 5. Access to Lot 2 shall be provided via the proposed access easement on the eastern portion of Lot 2. A note requiring the access to Lot 2 to be provided from the access easement shall be recorded on the face of the final short plat map. 6. A fire sprinkler system shall be required within the future residence to be constructed on new Lot 3. A note to this effect shall be recorded on the final short plat map. SHPL Report 14-001654 v2 City of Renton Department of C-, .. munity & Economic Development NE 24TH STREET SHORT PLAT Report of March 6, 2015 .. _ .. Jinistrative Short Plat Report & Decision LUA14-001654, SHPL-A Page 17 of 21 7. No fill shall be allowed within the natural infiltration areas and compaction of the proposed infiltration areas shall not be permitted. 8. A minimum of two existing mature street trees shall be retained. The updated tree retention plan identifying retention of two street trees shall be submitted at the time of Construction Permit application for review and approval by the Current Planning Project Manager. 9. Primary entry features and windows and doors shall be located on the fa~ade facing NE 24th St. Compliance with these standards shall be show on the building permit application for Lot 2. DATE OF DECISION ON LAND USE ACTION: SIGNATURE: TRANSMITTED this s" day af March, 2015 ta the Owner/Applicant/Contact: Owner: John Cowan 1830 NE 24" Street Renton, WA 98056 Applicant: Bill Hughes 14404 Issaquah-Hobart Road Issaquah, WA 98027 TRANSMITTED this 5th day of March, 2015 to the Parties of Record: Pally And Carl Brooks 2414 Kennewick Place NE Renton, WA 98056 Matthew and Patti Mark 2420 Kennewick Place NE Renton, WA 98056 Steve and Veronica Dinkins 2413 Kennewick Place NE Renton, WA 98056 Robert DuWors 2508 Kennewick Place NE Renton, WA 98056 TRANSMITTED this 5th day of March, 2015 to the following: Jennifer Henning, Planning Director Steve Lee, Development Engineering Manager Jan Conklin, Development Services Vanessa Dolbee, Current Planning Manager Fire Marshal SHPL Report 14-001654 v2 3/{,/zc/s Date Contact: Tom Redding Encompass Engineering & Surveying 165 NE Juniper Street, Suite 201 Issaquah, WA 98027 James Dixon 2517 Kennewick Avenue NE Renton, WA 98056 City of Renton Department of C wnity & Economic Development NE 24TH STREET SHORT PLAT Report of March 6, 2015 1inistrative Short Plat Report & Decision LUA14-001654, SHPL-A Page 18 of 21 K. LAND USE ACTION APPEALS, REQUEST FOR RECONSIDERATION, & EXP/RATION: The administrative land use decision will become final if the decision is not appealed within 14 days of the decision date. APPEAL: This administrative land use decision will become final if not appealed in writing to the Hearing Examiner on or before 5:00 PM on March 20, 2015. An appeal ofthe decision must be filed within the 14-day appeal period (RCW 43.21.C.075(3); WAC 197-11-680), together with the required fee to the Hearing Examiner, City of Renton, 1055 South Grady Way, Renton, WA 98057. RMC 4-8- 110.B governs appeals to the Hearing Examiner and additional information regarding the appeal process may be obtained from the City Clerk's Office, (425) 430-6510. EXPIRATION: The administrative short plat decision will expire two {2) years from the date of decision. A single one (1) year extension may be requested pursuant to RMC 4-7-070.M. RECONSIDERATION: Within 14 days of the decision date, any party may request that the decision be reopened by the approval body. The approval body may modify his decision if material evidence, not readily discoverable prior to the original decision, is found or if he finds there was misrepresentation of fact. After review of the reconsideration request, if the approval body finds sufficient evidence to amend the original decision, there will be no further extension of the appeal period. Any person wishing to take further action must file a formal appeal within the 14-day appeal time frame. THE APPEARANCE OF FAIRNESS DOCTRINE: provides that no ex parte (private one-on-one) communications may occur concerning the land use decision. The Doctrine applies not only to the initial decision, but to Appeals to the Hearing Examiner as well. All communications after the decision/approval date must be made in writing through the Hearing Examiner. All communications are public record and this permits all interested parties to know the contents of the communication and would allow them to openly rebut the evidence in writing. Any violation of this doctrine could result in the invalidation of the appeal by the Court. ADVISORY NOTES TO APPLICANT The following notes are supplemental information provided in conjunction with the administrative land use action. Because these nates are provided as information only, they are nat subject to the appeal process for the land use actions. Planning: 1. Construction activities shall be restricted to the hours of 7:00 am to 8:00 pm, Monday through Friday. Work on Saturdays shall be between the hours of 9:00 am and 8:00 pm. No work shall be permitted on Sundays. 2. RMC 4-4-030C.2 limits haul hours between the hours of 8:30 am and 3:30 pm, Monday through Friday unless otherwise approved by the Department of Community and Economic Development. Technical Services: 1. Note the City of Renton land use action number and land record number, LUA14-001654 and LND 20 0616, 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. Provide short plat and lot closure calculations. 3. Note discrepancies between bearings and distances of record and those measured or calculated, if SHPl Report 14-001654 v2 City of Renton Department of r ,unity & Economic Development NE 24TH STREET SHORT PLAT ,inistrotive Short Plot Report & Decision LUA14-001654, SHPL-A Report of March 6, 2015 Page 19 of 21 any. 4. Note addresses from the attached on the final short plat drawing. 5. Do note encroachments, if any. 6. Do include a "LEGEND" block for the short plat drawing, detailing any symbols used thereon. Include symbols for the 8' wood fence, 5' cyclone fence, 4' wood fence, rockery, etc. 7. Remove the various patterns (dots) noted in the street (NE 24TH STREET), the existing driveway, the existing gated tract road and the proposed 16-foot paved driveway. 8. Remove the building setback lines from all three lots. Setbacks are determined when permits are issued. 9. Remove all references to trees, currently shown on all three lots, from the short plat submittal. 10. Note all easements, covenants and agreements of record on the drawing. 11. Note any relevant researched resources on the short plat submittal. 12. Note that the correct page reference for the plat of Sunset Hills (noted for lots surrounding the subject short plat site on the drawing sheet) is PGS 5155, not "PG 52". 13. Remove the zoning, proposed net density, max allowable density, critical areas and critical areas buffer information and the proposed public street dedication information from the final short plat submittal. Also remove the "PROPERTY OWNER" AND "ENGINEER/SURVEYOR" blocks. 14. Add a north arrow to the "VICINITY MAP". 15. The City of Renton Administrator, Public Works Department, is the only city official who signs the final Short plat submittal. Provide an appropriate approval block and signature line for said administrator. Pertinent King County approval blocks also need to be noted on the submittal. 16. All vested owner(s) of the subject final short plat site need to sign the final short plat drawing. Include notary blocks as needed. 17. Include a declaration block on the drawing, titled "OWNERS' DECLARATION" not "CERTIFICATION" or other. 18. Because the subject property falls within Zone 2 of the City of Renton Aquifer Protection Area, the Aquifer Protection Notice needs to be noted on the drawing. AQUIFER PROTECTION NOTICE The lots created herein fall within Zone 2 of Renton's aquifer protection area and are subject to the requirements of the City of Renton Ordinance #4367. This city's sole source of drinking water is supplied ' from a shallow aquifer under the city surface. There is no natural barrier between the water table and ground surface. Extreme care should be exercised when handling of any liquid substance other than water to protect from contact with the ground surface. It is the responsibility of the homeowners to protect the city's drinking water. 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. 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. 20. The new easements for ingress, egress, utilities (private 7) and the 5' private sewer easement, shown for the benefit of future owners of proposed Lot 3, each need a note defining the rights associated with the easement at issue. Since these new "proposed" easements shown aren't "granted and conveyed" until the benefited and/or burdened lots are conveyed to others, add the following language on the face of the short plat drawing: . SHPL Report 14-001654 v2 City of Renton Deportment of NE 14TH STREET SHORT PLAT Report of March 6, 2015 nunity & Economic Development DECLARATION OF COVENANT: ninistrative Short Plat Report & Decision LUA14-001654, SHPL-A Page 20 of 21 The owners of the land embraced within this short plat, in return for the benefit to accrue from this subdivision, by signing hereon covenant and agree to convey the beneficial interest in the new private easements shown on this short plat to any and all future purchasers of the lots, or of any subdivisions thereof. This covenant shall run with the land as shown on this short plat. The preceding statement obligates the seller of the lots created to "expressly grant and convey" the lots "together with and/or subject to" any new private easements delineated on the short plat in the conveying document. 21. A private ingress, egress and utility easement requires a "New Private Easement for Ingress, Egress and Utilities Maintenance Agreement" statement. 22. The width of the proposed driveway easement changes as it crosses the 10 Utility Easement adjacent to NE 24th Street northern right of way margin but that width is not shown. 23. The easement lines shown along the property line between the two lots don't exist as the lots are excepted from the CC&RS. Water: 1. There is an existing 12-inch water main (see City water project plan no. W-1134) in NE 24th St. The 12-inch line can deliver 3,600 gallons per minute (gpm). 2. The static water pressure is about 58 psi at elevation of 300 feet. 3. There is an existing fire hydrant in front the property which can deliver 1,000 gallons per minute. 4. Separate domestic water meters, minimum 1-inch, are required to serve each single family lot. 5. Installation of an additional fire hydrant within 300 feet of each lot if required by Renton Fire Prevention Department for single family dwelling exceeding 3,600 sq-ft of gross area. 6. Subject to payment of applicable water system development charges and water meter installation fees for the new lots. A redevelopment credit is applicable to an abandoned 3/4-inch meter that used to serve a house at 1908 NE 24th Street that has been demolished in 2011. Sewer: 1. Sewer service is provided by the City of Renton. 2. There is an 8-inch sewer main in NE 24TH Street. 3. There are two existing sewer stubs for two existing lots. 4. Applicant must tap a 6" sewer pipe to 8" main at NE 24TH Street and extend it through the new proposed lot. 5. The building footprint cannot intrude within the sewer easement. Surface Water: 1. Infiltration trenches must be setback at least 15 feet from buildings with crawl space or basement. 2. Runoff from roadways, driveways, and parking areas shall pass through a yard drain or catch basin fitted with a down-turned elbow prior to entering the infiltration trench (see Figure C.2.2.B, p. C46). The elbow is intended to trap spilled material in the catch basin sump so that the spilled material can be cleaned up more easily by the homeowner. 3. Special requirement# 6 Aquifer protection. SHPL Report 14-001654 v2 City of Renton Department of NE 24TH STREET SHORT PLAT Report of March 6, 2015 Transportation/Streets: nunity & Economic Development 1inistrative Short Plat Report & Decision LUA14-001654, SHPL-A Page 21 of 21 1. All meter boxes installed in concrete or paved driveways shall be cast iron equal to Olympic Foundary. 2. All electrical, phone, and cable services and lines serving the proposed development must be underground. The construction of these franchise utilities must be inspected and approved by a City of Renton inspector prior to recording the plat. 4. Traffic Impact Fees -Transportation Impact Fee is applicable on single family houses based on the applicable rate at the time of building permit, and payment is due at the time of issuance of the building permit. Fire: 1. The Fire Impact Fees are applicable at the rate of $495.10 per single family unit. This fee is paid at time of building permit. 2. The fire flow requirement for a single family home is 1,000 gpm minimum for dwellings up to 3,600 square feet (including garage and basements). If the dwelling exceeds 3,600 square feet, a minimum of 1,500 gpm fire flow would be required. A minimum of one fire hydrant is required within 300-feet ofthe proposed buildings and two hydrants if the fire flow goes up to 1,500 gpm. 3. Fire department apparatus access roadway is required to be minimum 20 feet wide fully paved. Applicant has requested a variance to reduce the 20 foot wide roadway to 16 feet on the condition that the home on Lot 3 be equipped with an approved automatic fire sprinkler system. The fire department has no objection to this variance request. SHPL Report 14-001654 v2 • !. A ;1eu,.;,r.,H "i!;{l:)')20,;(l~ ,OTB ;·~·~1 ");;45 ._, n ~'.7\2 lQ~,,. U:;t; o,-H-21 o; \~. T/0725!:le::l I ,., HOl~4 ]!M ',_" ~~--, ..00-i'l!-SHPL ;~1. LOT d ;5:;» ,1 ,'.';,(;1 ;; RNSPUJA-t1,-0G&.Si-'l'L ~ 20120fiQ41,IJOOll2 ;:;,;Jijj ""l/-1"'! ',T/D ;n ·" i6 "PH ~;5[) ;,1 :, ,1,,,, ~ CliC NE 24Th ST ,, X'i~ --'-~- ~ )','.,!! ~ 1---".'~F_c_.l ,,·.-1 G'.J0 J~~~~ "'!:';' ~:20 ' ·~ M! .. P 2 "'?,; ,:,;1, C-OW -~--1 ,~ ;,'• ~;--.;_,;~1 .J'.\. ~ ' ~1·-,--,,, )" ,,. ~,.,, l ,,~n, (f;'.0 } ~;,;, ~' ,;en RtJSI' L\J >>"4 ,s·:, i>H -~-•i .,. ~1-,H . 20~7 ,,-0{i:$iw1.. "/90001$ ~ W'! 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"'~"V" _...,..~ -"'---"" ' ,,...._ X ' I I ,-, ' '-+-·--'f • •,'\,: 1 N,E. 14TH STRqET ; ' CONCEPTUAL LANDSCAPE PLAN ;~:..;:_--·--·-~---=.::::: . .:;·..:::::..==:;;;. . ::..-::::::....,-=,;.:::.;;:_ c.:"'i 1· -1'>-c· 1"'9w-..,;i NOT FOR COliSTRlJCTlON ~·~,-.· c~::::::::.::, ::::::·:,.,.:::: ;;,;{;:'.;:{1*:Jt ~ ,':.;."';';'~;, .• ,:;-·:;.;.,-'' =.;,:;., .· .,., .• ~,,:," --'"" '""' ,.,_ ....,.. .. , ~-"" ~ ". ,:::;, ,;, ,..,._ •::~~~~~· -'= >;!,_~ 1 ,./:,: "._~-. h• :,;."': '~«.'c.':'.~ /'-C"!;;,"" •·•·c--,-,,· ,,.,_,_..,.,•'-"'•w• ~'..'.::: ,';;·' f'f!<;>'O~i\> <01 UM.', : :°~.~-.'.?~, '.~/;;:: .. , -:~ l".'"''.i; · ' ~:;: X : •. :,' , , '""'~' ·----~'',(P[~l~ v·,C ,.~ '"" ,,,,. .. s,n,. cH,(..~· u•L >v::,(; sr,,, ~ · ,;,;v,1~..;~:, ~"C'""~-..1 ;; "''<·.n ~d. ,.s1c~ · (;•,-., ·-<'.;::,;~. _;:;:!<"\ ,~'~ .. ~~ t' ~>;,~ J>.:: ~C:,.\>.Al,' r,,~·,·,:. •,:11,·rr 'f'l,·r•· '.iH'n·,,1 f(J [ff i'(,.(>"1"/' <1'1 ~1. fr:.~!i[O ,·"~' ,..,: ,.,,~ .. ,l; ,,.,: ... ~.,. ----t~i~~. ;,:~:~-- ~= \~~-ft}{ .. ~;-~~~~~~·, ... i:,:Odi..,.:':;_!f.+"'-~· "·''""'''· ·''" ,,.,..,,_,"~"'"' .~~ ... _ . .,_,-~ . \ ..• -r • ........ •,;; ·.::; . 1 :~/'.·~"-'.. -~~:.-::~~ ~.It ·c· ---·-'t,:c·"'.' .. I ··,r~,Af-. .LL . ..:J ... --' ~ ., ' ._ ''lw.~lS.:.::, '' _:!;,2,•;;,_:..····.:. 0 ... ' -•• CM. .c,rr, {at!Ql"G )'OU Dl9 .-6%-4:?4 ··5~5'.: . ,,~,._,. -..,, ... ,.,,...,,.,, ............ . -----.. -, -'"'"·"··-. .--..,~-.. , _,..., __ ,,,.,. ---~- ,inli1i~i ;n;1;dl d ..... ,1 • ..,.lj{ •. q ., ! - I 1 I I I i i I Exhibit A.6 City of Renton TREE RETENTION WORKSHEET 1. Total number of trees over 6" in diameter 1 on project site: 1. ___ ? ___ trees 2. Deductions: Certain trees are excluded from the retention calculation: ..Trees that are dead, diseased or dangerous 2 --"o'---trees Trees in proposed public streets o trees Trees in proposed private access easements/tracts o trees Trees in critical areas 3 and buffers O trees Total number of excluded trees: 3. Subtract line 2 from line 1: 2. --~o ___ trees 3. __ ...;? __ 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. __ 2.1 ___ trees 5. List the number of 6" or larger trees that you are proposing 5 to retain 4 : 5. 2. ___ trees 6. Subtract line 5from line 4 for trees to be replaced: {If line 6 is less lhan zero, stop here. No replacement trees are required). 6. ___ o ___ trees 7. Multiply line 6 by 12" for number of required replacement inches: 7. ___ o ____ inches 8. Proposed size of trees to meet additional planting requirement: (Minimum 2· caliper trees required) 8. -------inches per tree 9. Divide line 7 by line 8 for number of replacement trees 6: (if remainder is .5 or greater, round up to the next whole number) , Measured al chest height. 9. ______ trees 2 Dead, diseased or dangerous trees must be certified as such by a forester. registered landscape architect, or certrfied arboris!, 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 Munic!pal Code \AMC). 4 -Count only those trees to be retained aulside of critical areas and buffers. 5 -The City may require modification of the tree retention plan to ensure retention of the maximum number of trees per AMC 4-4-130H7a 6 Inches of street trees, inches of trees added to crllical areasibutfers, and inches of trees retain80 on site thaJ are less than 6" but are greater than 2" can be used lo meel the tree replacement requirement. H :\CED\Data\Fanm-T emplates\Self-Hel p Handouts\Plann i ng\ TreeRetention \Vork sheet.doc 12108 Exhibit A.7 Ph 253-896-1011 Fx 253-896-2633 WH Hughes Company, Inc. GeoResources, LLC S007 Pacific Hwy E., Ste. 16 Fife, Washington 98424 December 22, 2014 14404 Issaquah-Hobart Road, Suite 104 Issaquah, Washington 98027 (425) 444-3367 Mr. Bill Hughes Geotechnical Engineering Report Proposed Short Plat NE 24 1h Street Renton, Washington PN: 813210 -0120 & -0130 Job No. WHHughes.NE24thSt.RG INTRODUCTION & SCOPE This report presents the results of our subsurface explorations, literature review, and engineering analysis and provides geotechnical design recommendations for the proposed short plat to be constructed on NE 24•h Street in Renton, Washington, as shown on Figure 1. The site is currently undeveloped. The short plat will consist of three residences, two that occupy the bottom two thirds of each parcel, and the third occupies the top one third of each parcel. The short plat will be accessed via three new driveways, two of the proposed driveways will extend north from NE 24'" Street to the residences on the southern parcels, while the third driveway will extend between the two southern parcels back to the north lot. We anticipate that the residences will be 2-story, wood-framed structures supported on conventional spread and continuous concrete foundations. The remainder of the site will be covered with grass lawn and landscaping. Current site conditions and topography is included as Figure 2. The purpose of our services was to evaluate the surface and subsurface conditions at the site as a basis for developing and providing geotechnical engineering and stormwater management recommendations for the proposed development. Specifically, our scope of services for the project included the following: 1. Visiting the site and conducting a geologic reconnaissance to assess the site's soil, groundwater and slope conditions; 2. Exploring the subsurface conditions by excavating four test pits across the site; 3. Addressing the City of Renton Critical Areas Ordinance for potential geological hazards; 4. Providing geotechnical design recommendations for foundation, floor slab, and pavement; and 5. Providing infiltration rates for the storm water facility, as appropr[ate-:-- Entire Document Available Uoon Reauest Exhibit A.8 \ , E.Q.£Q}I!J2~?S ~ PRELIMINARY TECHNICAL INFORMATION REPORT for NE 24th 3-Lot Short Plat 24XX NE 24th St. Renton, WA 98059 December 29, 2014 Encompass Engineering Job No. 14690 Prepared For Bill Hughes 14401 Issaquah-Hobart RD Issaquah, WA 98027 Ex·hibit A.9 Entire Document Available Uoon Reauest Western Washington Division Eastern Washington Division 165 NE Juniper St, Ste 201, Issaquah, WA 98027 Phone: (425) 392-0250 Fax: (425) 391-3055 www.EncompassES.net I 08 East 2'' Street, Cle Elum, WA 98922 Phone: (509) 674-7433 Fax: (509) 674-7419 ~· Encompass~ ENGINEERING & su,RVEYING ;...;,.,,,,; December 24, 2014 Steve Lee, Development Engineering Manager City of Renton 1055 S Grady Way, 6th Floor Renton, WA 98057 RE: NE 24111 Street 3-Lot Short Plat Street Modification Request Dear Steve; We are working on a preliminary short plat dividing 2 existing residential lots into three lot. We have been asked to provide, per code, a minimum R/W width of 53 ', a 26' wide paved road with 0.5' vertical curbs, 8' wide landscape strip, a 5' wide sidewalk, and street lights. Existing R/W width of60'. On the 30' subject side (north side) of the R/W, there is existing 18' of asphalt paving, a vertical curb, a 6.5' planter strip, a 5' sidewalk and four street trees and two spaced street lights in the planter strip-the sidewalk is butted up against the R/W. On the opposite side there is existing 16' of asphalt paving (total 34'), a vertical curb, and a 5' sidewalk (most of the way). The existing roadway is nice and provides the required more roadway than is currently required and also provides the required pedestrian improvements. The 6.5' planter strip is functioning as well. The existing street meets the required standards except that the planter strip is 6.5' rather that the code- specified 8'. Because the paving width is 2' wider on the subject side of the R/W, there is no room in the R/W for an additional 1.5' of planter strip without removing the curb and reconstructing it 1.5' into the existing roadway. We request that the frontage be allowed to remain as is without providing the additional 1.5' of planter strip. If you have questions or need additional information, please call me at 425-392-0250 or email me at tredding@encompasses.net Sincerely, Encompass Engineering ~~l)l)rtv7 Tom Redding Y \J\lb! (J)\14\ 14690 Bi!! H~heG Sull5et Hit!sIDOCS\Short ?111: Submitt11! lltm,.\Road Variance doc:ii; Western Washington Division 165 NE Juniper St., Ste 20 l, Issaquah, WA 98027 Phone: (425)392-0250 Fax: (425) 391-3055 www .EncompassES.net Exhibit A.10 Entire Document Available Uoon Reauest Eastern Washington Division l 08 East zod Street, Cle Elum, WA 98922 Phone: (509) 674-7433 Fax: (509) 674-7419 February 23, 2015 Mr. Tom Redding Encompass Engineering 165 NE Juniper Street, Suite 201 Issaquah, WA 98027 Community & Economic Development Department C.E.''Chip"Vincent, Administrator RE: Street Modification Request -NE 241h 3-Lot Short Plat File No. LUA14-001654, SHPL·A, MOO Dear Mr. Redding: The City of Renton has reviewed your street modification request to deviate from the normal code required street improvements associated with a 3-lot plat, located at 1908 NE 24th Street. The project site consists of two vacant parcels on the north side of NE 24th Street (parcel nos. 8132100120 and 8132100130). The proposed short plat would normally need to meet the City's complete street standards, including an 8-foot (8') wide planter strip. The City understands the applicant is requesting a modification (per RMC 4-9-2500 and Ordinance 5703, 5369) to allow a 6.5' planter strip, rather than the code-specified 8' planter strip, due to paving width. The current paving width is two feet (2') wider on the subject side of the right-of-way, which does not allow room for an additional 1.5' of planter strip without involving reconstruction of the curb and re-alignment of additional street width tapering. Due to the constrictions described above, the City of Renton CED/Development Services staff supports the modification to allow a 6.5' planter strip, in lieu of the code-specified 8' planter strip. This street standards modification decision will not become official until the short plat is constructed and signed/approved by the Administrator for final short plat recording. The modification listed in this letter will be included as part of the administrative short plat review and decision. Entire Document Available Uoon Reoues1 Henton Oty Hali • ~ 055 S01Hh Grady Way " Re~ton,W-.1i,hington 98057 ~ rentonwa.9E.X hi bit A• 11 nton Department of Community & Economi ,efopment City, ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET REVIEWING DEPARTMENT: COMMUNITY SERVICES COMMENTS DUE: JANUARY 22, 2015 APPLICATION NO: LUA14-001654, SHPL-A, MOD DATE CIRCULATED: JANUARY 8, 2015 APPLICANT: Bill Hughes PROJECT MANAGER: Jill Ding PROJECT TITLE: NE 241 ", 3 Lot Short Plat PROJECT REVIEWER: SITE AREA: 25,400 square feet EXISTING BLDG AREA (gross): LOCATION: 1908 NE 241 " St PROPOSED BLDG AREA (gross) SUMMARY OF PROPOSAL: Subdivision of an existing 25,400 square foot (0.58 acre) project site zoned R-8 (Residential-8 dwelling units per acre) into three lots for the future construction of three single family residences. The project site consists of two vacant parcels on the north side of NE 24th Street (parcel nos. 8132100120 and 8132100130). An 18-foot wide private driveway is proposed on the eastern portion of proposed Lot 2 to provide access to proposed Lot 3. A variance was requested from the Fire Dept. to reduce the paving width required for the private driveway access to Lot 3 from 20 feet to 16 feet. Access to Lots 1 and 2 would be provided via residential driveways off of NE 24th Street. A street modification request has been submitted to allow the existing frontage improvements to remain along NE 24th Street. Sensitive slopes (grades between 25 and 40 percent), high landslide hazard areas, moderate landslide hazard areas, and Aquifer Protection Area 2 are mapped on the project site. A. ENVIRONMENTAL IMPACT (e.g. Non-Code) COMMENTS Element of the Probable Probable More Environment Minor Major Information Element of the Probable Probable More Environment Minor Major Information Impacts Impacts Necessary Impacts Impacts Necessary Earth Housina Air Aesthetics Water Liaht/Glare Plants Recreation Land/Shoreline Use Utilities Animals Transoortation Environmental Health Public Services Energy/ Historic/Cultural Natural Resources Preservation Airport Environment 10,000Feet 14,000Feet 8. POLICY-RELATED COMMENTS :s e.<-r'.t g,--2. We have reviewed this application with particular attention to those areas in which we have expertise and have identified areas of probable impact or areas where additional informati · needed to properly assess this proposal. Date C. CODE-RELATED COMMENTS We have reviewed this application with particular attention to those areas in which . . or areas where additional information is needed to properly assess this proposal. we have expertrse and have identified areas of probable impact Signature of Director or Authorized Representative Date I, ' I were posted in~ r; i' City of NOTICE OF APPLICATION c< od Ith tho llopartmont ol Commun;ty 8,. Ecanomic o .... 1apmont AM•""' ,.ppllco~on h .. bnn flied •.,nd • 1efl'I T.W fol! ·no briefly d .. crllwulho •ppllc:oUcn •nd th• nece .. ary (CED)-Plann"'I Dl•islan of,lle City I\O,n an. "" DWI Publlc.l!lpnr,ol,. DATI.Df NOTlCE OF APPUCATlllN: NE 24, Hot Short Plot/ lllAlo,001~54, SHPL-A MOD PROJECT lOCATION: PERMITT/REYl(W llf.Q\JEST'ED: ,o.dm,nl,tnt,•e SO<lrtPlat P~E INCLUDE THE PROJEO NUMBER WHEN CAW NG FOR Pf!OPER FILE IOENTIFlCATION DATEOFA.Pl'IJCATION: OEC™BEllU,2014 it you would bke to be mado • Jlilrl'/ of rKtJrd to '"""'"' further infarm1tlon an th~ Pf"p<>Ud proj"it"')lli<I• lhi, lcmi and re,urn ta. G'I:'/ ofRontan, CED, PIOMl"il 0M5100, l0C>S ><>uthG"'<f>/ W11, Rentcn, WA 91JO F,le Nam•/ 'lo. NE 14, Hot Short Plat/ lUAl4.001654, IHPL-A. MOD NAME -------------------------- MAILING/IODRESS: ____________ C,ty/Stat&jlip -------~ TEL[PHDNENO. ----------- CERTIFICATION hereby certify that 3 copies of the above document onspicuous places or nearby the described property on Date:,_L/-i/.,_./ ,5-4/---'!(-4£'----- STATE OF WASHINGTON - ____ D_e:~:'.::~'.aw _____ ............. , r, City of l ·, ,,·~1 r····. r.:wt·( '. 'l \ .· f . '"' 1s . I. t .· . I ! I January 29, 2015 Matt Mark 2420 Kennewick Place NE Renton, WA 98056 .._....~-r' _.-• Community & Economic Development Department C.E. "Chip"Vincent, Administrator SUBJECT: NE 241h Street Short Plat, LUA14-001654, SHPL-A Dear Mr. Mark: Thank you for your comment letter. Your letter has been included in the official file for consideration by the decision maker. You have been added as a party of record for this project. In your letter you expressed concerns regarding the Landslide Hazard designation mapped on the subject property, liquefaction, drainage, retaining walls, impacts and usage of the secondary access road, construction debris, and insurance. In this letter I will attempt to address these concerns. 1. Landslide Hazard Area designation -The City of Renton maintains critical area inventory maps, which include the approximate location of critical areas throughout the City. These maps are used for informational purposes and as a general guide only, for the assistance of property owners and other interested parties; the boundaries and locations are generalized. The actual presence or absence, type, extent, boundaries, and classification of critical areas on a specific site shall be identified in the field by a qualified consultant and confirmed by the City. According to the City's COR mapping system, a high landslide hazard area is mapped on the southeast corner of the project site and sensitive slopes (slopes with grades between 25 and 40 percent) are mapped on the northeastern and central portion of the project site (see attached). There are no seismic hazard areas (areas with the greatest potential for soil liquefaction) mapped on or near the project site. A geotechnical report prepared by GeoResources, LLC and a topographic survey were included in the application materials. According to the submitted geotech report, the slopes and soil conditions present on the project site do not meet the criteria for sensitive slopes, high landslide hazard areas, or seismic hazard area as outlined in the City's Critical Areas Regulations (RMC 4-3- 050). The geotech report concludes that the potential for landslides on the project site are low and the potential for liquefaction is negligible. Therefore, no special mitigation measures outside of the standard erosion control Best Renton City Hall • 1055 South Grady Way • Renton, Washington 98057 • rentonwa.gov Mr. Mark Page 2 of 3 January 29, 2015 • Management Practices (BMPs} would be required for the development of the project site. 2. Drainage -A drainage plan and drainage report were submitted with the short plat application materials. The drainage plan and report are required to comply with the 2009 King County Surface Water Design Manual and City of Renton amendments. According to the submitted drainage report, the soils present on the project site are medium grain sandy soils and are suitable for infiltration. A series of 4-5 infiltration trenches are proposed on the northwestern portions of each new lot to infiltrate the stormwater runoff generated by the proposed single family residences. The City's plan review section reviews and approves the design of the proposed infiltration trenches to ensure compliance with the 2009 King County Surface Water Design Manual and City of Renton amendments. 3. Retaining walls -In your letter you asked whether the retaining walls would be required for the construction of the single family residences. The submitted geotechnical report concludes that the soils on site can support the construction of single family residences. Recommendations are included in the report for site preparation and grading, structural fill, foundation support, and floor· slab support. The report does not state that retaining walls would be required to accommodate the construction of single family residences on the project site. 4. Sunset Hills secondary access road -The secondary access road is a private road for use as secondary access to the Sunset Hills development. However there is an easement over the secondary access to the City of Renton for a water line. Access to the project site would not be permitted via the secondary access road for construction purposes. If a connection is to be made to the City water line within the secondary access road, there may be some construction impacts for the water connection. 5. Construction Impacts -A constn,ction mitigation description was submitted with the short plat application materials. The applicant has indicated that hours of construction would be 7:00 am -4:00 pm Monday through Friday with construction beginning in spring of 2015. No weekend or late night construction is anticipated at this time. Proposed haul routes would be from Aberdeen Avenue NE to NE 24th Street. The applicant also indicated that water trucks, street sweepers, etc. would be implemented to mitigate for construction impacts to NE 24th Street. Construction of the proposed short plat improvements would be inspected by City inspectors to ensure compliance with City requirements. Any concerns regarding construction may be forwarded to the assigned construction inspector. 6. Insurance -Regarding damage to persons or property during the construction process, this is largely a private property or civil matter. Construction of the proposed short plat improvements would be inspected by City inspectors to ensure compliance with City requirements. Any concerns regarding construction may be forwarded to the assigned construction inspector (at this point in the process a construction inspector has not yet been assigned, I would be your Mr. Mark Page3of3 January 29, 2015 point of contact at this point and can forward the inspector's contact information to you when it becomes available). However any liability or compensation for property damage would occur between the private parties. As a party of record you will receive copies of correspondence and a copy of the Preliminary Short Plat Decision. Once a decision is issued a 14-day appeal period will commence. All appeals would be forwarded to the City of Renton Hearing Examiner. Please contact me at (425) 430-6598 or jding@rentonwa.gov if you have any questions. Sincerely, au~ di1;ing Senior Planner ·------- --De:::~~:...'aw -----~i · ~~( ~i'f ,Of ir (\ ,:.· ,, ..... ! \ I -~ -~ ·' ~.;,jL!, January 29, 2015 Steve and Veronica Dinkins 2413 Kennewick Place NE Renton, WA 98056 Community & Economic Development Department CE."Chip"Vincent, Administrator SUBJECT: NE 24th Street Short Plat, LUA14-001654, SHPL-A Dear Mr. and Mrs. Dinkins: Thank you for your comment letter. Your letter has been included in the official file for consideration by the decision maker. You have been added as a party of record for this project. In your letter you expressed concerns regarding the Landslide Hazard designation mapped on the subject property, liquefaction, drainage, setbacks, retaining walls, and construction and insurance requirements. In this letter I will attempt to address these concerns. 1. Landslide Hazard Area designation -The City of Renton maintains critical area inventory maps, which include the approximate location of critical areas throughout the City. These maps are used for informational purposes and as a general guide only, for the assistance of property owners and other interested parties; the boundaries and locations are generalized. The actual presence or absence, type, extent, boundaries, and classification of critical areas on a specific site shall be identified in the field by a qualified consultant and confirmed by the City. According to the City's COR mapping system, a high landslide hazard area is mapped on the southeast corner of the project site and sensitive slopes (slopes with grades between 25 and 40 percent) are mapped on the northeastern and central portion of the project site (see attached). There are no seismic hazard areas (areas with the greatest potential for soil liquefaction) mapped on or near the project site. A geotechnical report prepared by GeoResources, LLC and a topographic survey were included in the application materials. According to the submitted geotech report, the slopes and soil conditions present on the project site do not meet the criteria for sensitive slopes, high landslide hazard areas, or seismic hazard area as outlined in the City's Critical Areas Regulations (RMC 4-3- 050). The geotech report concludes that the potential for landslides on the project site are low and the potential for liquefaction is negligible. Therefore, no special mitigation measures outside of the standard erosion control Best Renton City Hall • 1055 South Grady Way • Renton, Washington 98057 • rentonwa.gov Mr. and Ms.Dinkins Page 2 of 3 January 29, 2015 Management Practices (BMPs} would be required for the development of the project site. 2. Drainage -A drainage plan and drainage report were submitted with the short plat application materials. The drainage plan and report are required to comply with the 2009 King County Surface Water Design Manual and City of Renton amendments. According to the submitted drainage report, the soils present on the project site are medium grain sandy soils and are suitable for infiltration. A series of 4-5 infiltration trenches are proposed on the northwestern portions of each new lot to infiltrate the stormwater runoff generated by the proposed single family residences. The City's plan review section reviews and approves the design of the proposed infiltration trenches to ensure compliance with the 2009 King County Surface Water Design Manual and City of Renton amendments. 3. Retaining walls -In your letter you asked whether the retaining walls would be required for the construction of the single family residences. You also asked to see an elevation of the proposed residences if no retaining walls are required. The submitted geotechnical report concludes that the soils on site can support the construction of single family residences. Recommendations are included in the report for site preparation and grading, structural fill, foundation support, and floor slab support. The report does not state that retaining walls would be required to accommodate the construction of single family residences on the project site. Construction plans for anticipated single family residences are not required during the short plat review process. Many times property is subdivided and then sold to other parties for the construction of the residences. 4. Setbacks Based on the configuration of the lots included in the proposed short plat application, Lots 1 and 2 would be oriented with front yard areas facing to the south towards NE 24'h Street, whereas Lot 3 would be oriented with its front yard area facing to the east towards the Sunset Hills secondary access road. A side yard setback of 7 .5 feet would be required from the northern property line (abutting your property}. 5. Insurance -Regarding damage to your property during the construction process, this is largely a private property or civil matter. Construction of the proposed short plat improvements would be inspected by City inspectors to ensure compliance with City requirements. Any concerns regarding construction may be forwarded to the assigned construction inspector (at this point in the process a construction inspector has not yet been assigned, I would be your point of contact at this point and can forward the inspector's contact information to you when it becomes available). However any liability or compensation for property damage would occur between the private parties. As a party of record you will receive copies of correspondence and a copy of the Preliminary Short Plat Decision. Once a decision is issued a 14-day appeal period will Mr. and Ms.Dinkins Page3of3 January 29, 2015 commence. All appeals would be forwarded to the City of Renton Hearing Examiner. Please contact me at (425) 430-6598 or jding@rentonwa.gov if you have any questions. Sincerely, ~gzs Senior Planner Denis Law C' f _ _:May:..or --------~J,zf lOtili]JJ (J l January 29, 2015 Polly and Carl Brooks 2414 Kennewick Place NE Renton, WA 98056 Community & Economic Development Department C.E."Chip"Vincent Administrator SUBJECT: NE 24th Street Short Plat, LUA14-0016S4, SHPL-A Dear Mr. and Ms. Brooks: Thank you for your comment letter. Your letter has been included in the official file for consideration by the decision maker. You have been added as a party of record for this project. In your letter you expressed concerns regarding the Landslide Hazard designation mapped on the subject property, drainage, setbacks, landscaping, and noise and construction debris. In this letter I will attempt to address these concerns. 1. Landslide Hazard Area designation -The City of Renton maintains critical area inventory maps, which include the approximate location of critical areas throughout the City. These maps are used for informational purposes and as a general guide only, for the assistance of property owners and other interested parties; the boundaries and locations are generalized. The actual presence or absence, type, extent, boundaries, and classification of critical areas on a specific site shall be identified in the field by a qualified consultant and confirmed by the City. According to the City's COR mapping system, a high landslide hazard area is mapped on the southeast corner of the project site and sensitive slopes (slopes with grades between 25 and 40 percent) are mapped on the northeastern and central portion of the project site (see attached). A geotechnical report prepared by GeoResources, LLC and a topographic survey were included in the application materials. According to the submitted geotech report, the slopes and soil conditions present on the project site do not meet the criteria for sensitive slopes or high landslide hazard areas as outlined in the City's Critical Areas Regulations (RMC 4-3-050). Therefore, no special mitigation measures outside of the standard erosion control Best Management Practices (BMPs) would be required for the development of the project site. 2. Drainage -A drainage plan and drainage report were submitted with the short plat application materials. The drainage plan and report are required to comply with the 2009 King County Surface Water Design Manual and City of Renton amendments. According to the submitted drainage report, the soils present on the project site are medium grain sandy soils and are suitable for infiltration. A series of 4-5 infiltration trenches are proposed on the northwestern portions of each new lot to infiltrate the stormwater runoff generated by the proposed single family residences. The City's plan review section reviews and approves the Renton City Hall • 1055 South Grady Way • Renton, Washington 98057 • rentonwa.gov Mr. and Ms. Brooks Page 2 of 2 January 29, 2015 design of the proposed infiltration trenches to ensure compliance with the 2009 King County Surface Water Design Manual and City of Renton amendments. 3. Setbacks -Based on the configuration of the lots included in the proposed short plat application, Lots 1 and 2 would be oriented with front yard areas facing to the south towards NE 24th Street, whereas Lot 3 would be oriented with its front yard area facing to the east towards the Sunset Hills secondary access road. A side yard setback of 7.5 feet would be required from the northern property line (abutting your property). 4. Landscaping and Tree Removal -The proposed short plat is required to comply with the City's Landscaping (RMC 4-4-070) and Tree Retention (RMC 4-4-130) regulations. A tree retention plan, tree retention worksheet, and preliminary landscape plan were submitted with the short plat application materials. The City's tree retention requirements require the retention or replacement of 30 percent of significant trees and the City's landscaping regulations require the installation of a minimum 10-foot landscape strip along street frontages. The submitted tree retention plan indicates that 7 significant trees are present on the project site. Of those 7 tree 30 percent or 2.1 trees are required to be retained or replaced. The applicant is proposing to retain 2 trees on the southwest and southeast corners of the project site. The submitted landscape plan shows a 10-foot landscape strip along the NE 24th Street frontage, which would comply with City's landscaping requirements. No additional landscaping would be required. 5. Noise and Construction Debris -A construction mitigation description was submitted with the short plat application materials. The applicant has indicated that hours of construction would be 7:00 am -4:00 pm Monday through Friday with construction beginning in spring of 2015. No weekend or late night construction is anticipated at this time. The applicant also indicated that water trucks, street sweepers, etc. would be implemented to mitigate for construction impacts to NE 24th Street. Construction of the proposed short plat improvements would be inspected by City inspectors to ensure compliance with City requirements. Any concerns regarding construction may be forwarded to the assigned construction inspector. As a party of record you will receive copies of correspondence and a copy of the Preliminary Short Plat Decision. Once a decision is issued a 14-day appeal period will commence. All appeals would be forwarded to the City of Renton Hearing Examiner. Please contact me at (425) 430-6598 or jding@rentonwa.gov if you have any questions. •----Denis Law · -----· $ City of. -~Mayo~r ----~ll@o 11ltr)1 r l January 29, 2015 Steve and Veronica Dinkins 2413 Kennewick Place NE Renton, WA 98056 Community & Economic Development Department C.E. "Chip"Vincent, Administrator SUBJECT: NE 24th Street Short Plat, LUA14-001654, SHPL-A Dear Mr. and Mrs. Dinkins: Thank you for your comment letter. Your letter has been included in the official file for consideration by the decision maker. You have been added as a party of record for this project. In your letter you expressed concerns regarding the Landslide Hazard designation mapped on the subject property, liquefaction, drainage, setbacks, retaining walls, and construction and insurance requirements. In this letter I will attempt to address these concerns. 1. Landslide Hazard Area designation -The City of Renton maintains critical area inventory maps, which include the approximate location of critical areas throughout the City. These maps are used for informational purposes and as a general guide only, for the assistance of property owners and other interested parties; the boundaries and locations are generalized. The actual presence or absence, type, extent, boundaries, and classification of critical areas on a specific site shall be identified in the field by a qualified consultant and confirmed by the City. According to the City's COR mapping system, a high landslide hazard area is mapped on the southeast corner of the project site and sensitive slopes (slopes with grades between 25 and 40 percent} are mapped on the northeastern and central portion of the project site (see attached). There are no seismic hazard areas (areas with the greatest potential for soil liquefaction} mapped on or near the project site. A geotechnical report prepared by GeoResources, LLC and a topographic survey were included in the application materials. According to the submitted geotech report, the slopes and soil conditions present on the project site do not meet the criteria for sensitive slopes, high landslide hazard areas, or seismic hazard area as outlined in the City's Critical Areas Regulations (RMC 4-3- 050}. The geotech report concludes that the potential for landslides on the project site are low and the potential for liquefaction is negligible. Therefore, no special mitigation measures outside of the standard erosion control Best Renton City Hall • 1055 South Grady Way , Renton,Washington 98057 , rentonwa.gov Mr. and Ms.Dinkins Page 2 of3 January 29, 2015 Management Practices (BMPs) would be required for the development of the project site. 2. Drainage -A drainage plan and drainage report were submitted with the short plat application materials. The drainage plan and report are required to comply with the 2009 King County Surface Water Design Manual and City of Renton amendments. According to the submitted drainage report, the soils present on the project site are medium grain sandy soils and are suitable for infiltration. A series of 4-5 infiltration trenches are proposed on the northwestern portions of each new lot to infiltrate the stormwater runoff generated by the proposed single family residences. The City's plan review section reviews and approves the design of the proposed infiltration trenches to ensure compliance with the 2009 King County Surface Water Design Manual and City of Renton amendments. 3. Retaining walls -In your letter you asked whether the retaining walls would be required for the construction of the single family residences. You also asked to see an elevation of the proposed residences if no retaining walls are required. The submitted geotechnical report concludes that the soils on site can support tf " construction of single family residences. Recommendations are included in the report for site preparation and grading, structural fill, foundation support, 0 nd floor slab support. The report does not state that retaining walls would be red to accommodate the construction of single family residences on the : site. Con,truction plans for anticipated single family residences are not required duri. ~ the short plat review process. Many times property is subdivided and ·/d to other parties for the construction of the residences. -+ 5§ -Based on the configuration of the lots included in the proposed short p1dt application, Lots 1 and 2 would be oriented with front yard areas facing to the south towards NE 24'h Street, whereas Lot 3 would be oriented with its front yard area facing to the east towards the Sunset Hills secondary access road. A side yard setback of 7.5 feet would be required from the northern property line (abutting your property). 5. Insurance -Regarding damage to your property during the construction process, this is largely a private property or civil matter. Construction of the proposed short plat improvements would be inspected by City inspectors to ensure compliance with City requirements. Any concerns regarding construction may be forwarded to the assigned construction inspector (at this point in the process a construction inspector has not yet been assigned, I would be your point of contact at this point and can forward the inspector's contact information to you when it becomes available). However any liability or compensation for property damage would occur between the private parties. As a party of record you will receive copies of correspondence and a copy of the Preliminary Short Plat Decision. Once a decision is issued a 14-day appeal period will Mr. and Ms.Dinkins Page 3 of 3 January 29, 2015 commence. All appeals would be forwarded to the City of Renton Hearing Examiner, Please contact me at {425) 430-6598 or jding@rentonwa.gov if you have any questions. Sincerely, i,:;12o Senior Planner NE 24th Street Short Plat 0 _-___ ---_ ---==== 128 0 64 128 Feel WGS_ 1984 _ V\ieb _ Mercator_Auxil1ary _ Sphere C~rrtofi: Finance & IT Division Legend City and County Boundary Qt~er City o' Rent~n Addresses Parcels 1st Floor 1st Floor 2nd Floor 1st Floor Othi=>r R11ilrlinn!'. 1 Information Technology -GIS RentonMapSuppor1@Rentonwa gov 1/2912015 HIG'1 M:JDC::RATE UNCLASS;C~D Slope City of Renton ><l2% & <=90'.'o 1Pratectedl THIS MAP IS NOT TO BE USED FOR NAVIGATION Jill Din From: Sent: To: Subject: Attachments: Mr. DuWors, Jill Ding Thursday, January 29, 2015 1:50 PM 'Robert DuWors' RE: Cowen Short-Plat Construction NE24, 3-Lot Short Plat/ LUA14-001654, SHPL-A, MOD Landslide and Slopes Attachment.pdf Thank you for your comments, they have been included in the project file for consideration by the decision maker. I have also added you as a party of record for this project. My responses to your specific questions are below in red. Jill Ding Senior Planner CED City of Renton ( 425 I 430-6598 jding@rentonwa.gov From: Robert DuWors [mailto:rjd@csgroup.com] Sent: Thursday, January 22, 2015 11:31 PM To: Jill Ding Subject: FW: Cowen Short-Plat Construction NE24, 3-Lot Short Plat/ LUA14-001654, SHPL-A, MOD Hello Jill: I am aware that comments must have been submitted officially by 5PM yesterday, but I assume that at some point there will be public discussion at which point these question will be raised. I am curious as to the City of Renton position regarding the use of botanical means of soil stabilization and conservation. Thank you, Robert DuWors 2508 Kennewick Place NE, Renton 98056 Please excuse me if a career spent working as an analyst with multiple types of engineers leaves me with a "trust but verify" attitude, but the report does raise questions in my mind. In particular, I have questions regarding the stability and the stabilization of the slope that the report appears to blow off without supporting evidence. 1. 1) According to the literature here and as attached, liquefaction requires loose, sandy soil of recent deposit underlain by ground water within 10 m (32 feet) of the ground surface. The report confirms, loose, sandy soil ofrecent deposit. But it is not clear why the risk of liquefaction was 1 considered to be negligible "~ the test drilling only went to barely u. er 2 m where not surprisingly the water table was not contacted. On what basis can there be certainty that the ground water level is or always stays below 10m (32 feet) including mid and bottom slope? To help visualize the question, how certain is it that a well drilled on the property would need to go deeper than 32 feet to strike subsurface water? I see no reason to defer to "professional opinions" without objective evidence to back them up. !fit is exists, let it be shown. This site is not mapped as a seismic hazard area, therefore the applicant is not required to provide detailed analysis regarding liquefaction on the site. The City of Renton maintains critical area inventory maps, which include the approximate location of critical areas throughout the City. These maps are used for informational purposes and as a general guide only, for the assistance of property owners and other interested parties; the boundaries and locations are generalized. The actual presence or absence, type, extent, boundaries, and classification of critical areas on a specific site shall be identified in the field by a qualified consultant and confirmed by the City. According to the City's COR mapping system, a high landslide hazard area is mapped on the southeast corner of the project site and sensitive slopes (slopes with grades between 25 and 40 percent) are mapped on the northeastern and central portion of the project site (see attached). A geotechnical report prepared by GeoResources, LLC and a topographic survey were included in the application materials. According to the submitted geotech report, the slopes and soil conditions present on the project site do not meet the criteria for sensitive slopes or high landslide hazard areas as outlined in the City's Critical Areas Regulations (RMC 4-3-050). Therefore, no special mitigation measures outside of the standard erosion control Best Management Practices (BMPs) would be required for the development of the project site. 2) Given the well-known advantages of biological means to stabilize slopes, why shouldn't established deeply rooted deciduous trees be preserved and protected in place as safety and conservation measures? The report gave no consideration to either of these safety and environmental issues. As states above the information submitted by the applicant demonstrated that the slopes on the site did not meet the criteria for a high landslide hazard area or sensitive slopes. Therefore the retention of vegetation on these slopes is not required by City Code. My completely uneducated guess is that the swale was over designed, but if you just visually examine the collecting area, I would hazard a guess that direct access or other diversion to the swale would more than double the collection area. If the city is so determined to main access to swale infrastructure in HOA territory, should that not be extended to any new tributary directed into it? Who would want to own this mess if the hundred storm arrives (which is expected to be about every decade in this century) with unexpected gusto. Obviously this development originally got stuck with a massive hydrodynamic requirement for which the HOA inherited responsibility and one would think that we should be happy to have the City of Renton share with others as the case may be. 2 Cheers, Rob 3 January 20'h 2015 Jill Ding, Sr Planner Department of Community & Economic Development 1055 South Grady Way Renton, WA 98057 RE: PROJECT NE 24, 3-Lot Short Plat/LUA14-001654, SHPL-A, MOD Dear Ms Ding, RECEIVED JAN 2 6 2015 CITY OF RENTON PLANNING DIVISION My name if Matthew Mark, resident in the Sunset Hills Development adjacent to the above mentioned project. As mentioned in prior correspondence from the HOA and other residents, I would like to voice my concerns that mirror those of the other homeowners. I've copied the concerns from the original letter submitted by the HOA with the additional concern of safety. My home sits at the bottom of the hill on the fire access road at the bottom of the cul-de-sac. Any heavy equipment used to access that access road has the risk of rolling to the bottom of the hill onto my property. Additionally, the last construction project the utilized the access road generated a lot of dust and some damage to the asphalt near the drainage at the bottom of the hill. I would like to maintain that the fire access road not be used for daily traffic in and out of that development. During a 30 day period a few years ago the safety chain was stolen and a high volume of cars used that access road and many traveling at a high rate of speed. Additional use of the road would require us to erect a wall for safety. Th,nk you in advance and I look forward to getting more information on this project. 2420 Kennewick PL NE Renton, WA 98056 1. Risk of landslide & liquefaction: Please advise: a. Is there a risk of landslide during construction or afterwards. b. What geotechnical and environmental impact studies will or have been undertaken to ensure that during the construction period and then afterwards, that the risk of soil movement, subsidence, liquefaction or any similar related events will not occur. . ' c. Will such a study be made available and show the risks and the direction that such movements of water/soil may take? 2. Change to water flow - a. Could you explain what the Best Management Practice is with regards to run off on these Lots. b. Part of the Sunset Hills property includes a water drainage area (Swale), that is now maintained by the City of Renton. Can you advise what impact the development will have on the movement of water, in particular in the case of a prolonged period of heavy rain or sudden thaw of snow. The homeowner of Lot 14 already receives run off after heavy rains and it is likely that this development will increase this, threatening his crawlspace. We would like a proper drainage report to be carried out and measures taken to direct that water safely. One option could be to channel the water to the Swale. c. In addition will there be extra run off down the Fire Access Road, increasing erosion to that road and to the properties at the bottom of this road? 3. Retaining walls -Will retaining walls be constructed with proper drainage, if no retaining walls are needed please advise why this is so. 4. Use/wear/damage to Sunset Hills Fire Access Road -will the construction be looking to make use of the existing fire access road that is owned and maintained by the HOA? As this road is the responsibility of the HOA to maintain we do not want construction vehicles on the road and believe there is sufficient access from NE 24th St so as not to need this access. 5. Traffic flow -In the past we have had heavy construction vehicles use the roads around the cul- de-sac with the result of debris, some of it sizeable, falling off these vehicles as well as the noise of heavy vehicles passing by. We would like assurances that construction vehicles will approach the site from NE 24th St. 6. Impact to Sunset homes close to the development. In general, could you advise what impact there will be during construction for the homes of Sunset Hills and whether the developers will need access to any off the properties. 7. Insurance: a. In the event of damage caused by construction (vehicles, people, accidents) what insurance is available and who is the point of contact? b. In the event of a significant soil or water generated damage, either during the construction or at any period thereafter, is there insurance and if so how long would such coverage extend. (For instance what happens if 3 years from now there is a landslide, or 10 years?) c. If a worker is injured on our property would the HOA be liable for damages? Will the construction company issue the HOA with a Certificate of Insurance and thus insure the HOA? On the 8th day of January, 2015, I deposited in the mails of the United States, a sealed envelope containing Notice of Application and Acceptance documents. This information was sent to: Bill Hughes Applicant Tom Redding Contact John Cowan Owner See Attached 300' Surrounding Property Owners (Signature of Sender): STATE OF WASHINGTON ) ) ss ,,,,"""11 111, ) ..::-~',_o\.\. Y Po1~11 ,, COUNTY OF KING -~ ---, /.!1~ 'A\ 1,. ~ "\'~~,"~1_11, ,,~ 11 ::-§. +O T-1 ~,,, tj'} ,;_ I certify that I know or have satisfactory evidence that Sabrina Mirante ·, rti.{fi .P.._ i~ ; signed this instrument and acknowledged it to be his/her/their free and voluntary act for~~es .nd·purp~s : mentioned in the instrument. ; ~ \ cP. ~eL\t. ff.,. f ', (" ~~ 'c9.11 ~ ... " o'"'-~ ',, O.,c,,, 1t111u"'''"'~ "' _-- , z _,, 'ii, '1-,qsr11~0 • ..::,· Public in and for the State of Wash in o\-1\\\\ Notary (Print).: ____ __,_l-ti,c'"',[L.....__-LP...1.0J.i.>· ,,"'ee,_ra,5 _____________ _ My appointment expires: J 1 ,A "'"(fc,4 ,:;i C/, ;)e: l LUA14-001654, SHPL-A, MOD NE 241h, 3 Lot Short Plat template -affidavit of service by mailing 3343902280 3343902281 3343902283 DR EBERT L scon +RUTH l+FREY GILLEY WILLIAM D & PAULA L Resident 2425 MONTEREY AVE NE PO BOX 566 2421 Monterey Ave NE RENTON, WA 98056 KIRKLAND, WA 98083 Renton, WA 98056 3343902284 3343902323 3343902759 JACQUES JAMES H JELLEY ISAAC N MEIS RACHEL+CHARLES $+ANNE 6833 RIPLEY LN N 2009 NE 24TH ST 1829 NE 24TH ST RENTON, WA 98056 RENTON, WA 98055 RENTON, WA 98056 8026200010 8026200020 8026200030 Resident Resident Resident 2406 Monterey Ave NE 2412 Monterey Ave NE 2418 Monterey Ave NE Renton, WA 98056 Renton, WA 98056 Renton, WA 98056 8026200040 8026200110 8026200120 Resident Resident Resident 2424 Monterey Ave NE 2435 Monterey Ave NE 1922 NE 24th St Renton, WA 98056 Renton, WA 98056 Renton, WA 98056 8029550010 8029550220 8029550230 Resident Resident Resident 2310 Monterey Ave NE 2243 Kennewick Pl NE 1914 NE 23rd St Renton, WA 98056 Renton, WA 98056 Renton, WA 98056 8029550240 8029550250 8029550260 Resident Resident Resident 1920 NE 23rd St 1926 NE 23rd St 1915 NE 24th St Renton, WA 98056 Renton, WA 98056 Renton, WA 98056 8029550270 3343902761 3343902762 Resident ZIRK LEOMAJ ROWE CHARLES J 1921 NE 24th St 1833 NE 24TH ST 1909 NE 24TH ST Renton, WA 98056 RENTON, WA 98056 RENTON, WA 98055 3343903121 3343903160 3343903161 BLUNDRED JAMES C JR CAVE ROBERT N Resident 1800 NE 24TH ST 12518 SE 17TH ST 1801 NE 24th St RENTON, WA 98056 BELLEVUE, WA 98004 Renton, WA 98056 8132100010 8132100020 8132100030 Resident Resident Resident 2400 Kennewick Ave NE 2406 Kennewick Ave NE 2412 Kennewick Ave NE Renton, WA 98056 Renton, WA 98056 Renton, WA 98056 8132100040 8132100050 8132100060 Resident Resident Resident 2418 Kennewick Ave NE 2500 Kennewick Ave NE 1807 NE 25th Pl Renton, WA 98056 Renton, WA 98056 Renton, WA 98056 8132100070 8132100080 8132100090 Resident Resident Resident 1825 NE 25th Pl 2501 Kennewick Pl NE 2419 Kennewick Pl NE Renton, VI/A 98056 Renton, VI/A 98056 Renton, VI/A 98056 8132100100 8132100110 8132100130 Resident Resident Resident 2413 Kennewick Pl NE 1830 NE 24th St 1908 NE 24th St Renton, VI/A 98056 Renton, VI/A 98056 Renton, VI/A 98056 8132100140 8132100150 8132100160 Resident Resident Resident 2414 Kennewick Pl NE 2420 Kennewick Pl NE 2502 Kennewick Pl NE Renton, VI/A 98056 Renton, VI/A 98056 Renton, VI/ A 98056 8132100170 8132100260 8029550280 Resident Resident Resident 2508 Kennewick Pl NE 2505 Kennewick Ave NE 1927 NE 24th St Renton, VI/A 98056 Renton, VI/A 98056 Renton, VI/A 98056 8132100270 8132100280 8132100290 Resident Resident Resident 2421 Kennewick Ave NE 2415 Kennewick Ave NE 2409 Kennewick Ave NE Renton, VI/A 98056 Renton, VI/A 98056 Renton, VI/A 98056 Bill Hughes W H HUGHES CO INC 14401 Issaquah-Hobart Rd SE, 104 Issaquah, WA 98027 Tom Redding Encompass Engineering 165 NE Juniper St, Suite 201 Issaquah, WA 98027 JOHN COWAN 1830 NE 24th St Renton, WA 98056 1/20/15 To: Jill Ding, Senior Planner 1055 South Grady Way Renton, WA 98057 Re: NE 24, 3-Lot Short Plat/ LUA14-001654.SHPL-A.MOD I am writing to voice our concerns regarding the development of this property. First is risk of landslide once the 75+ year old large maple tree is removed & placement of homes on the ground. Has a geotech study been issued? If so what are the results? Can the city guarantee us as homeowners that the new homes will not slide down into our home? The builder has indicated that it is sandy soil, the "best to build on because the water drains right out". What about piers/pilings to the bedrock for stability under the new structures? Will we end up being like "Oso"? Will I lose my home & my life if the development is done hurriedly without the proper study or precautions to assure current homeowners who live below the hill that all measures have been taken to prevent such a disaster from occurring? Drainage: We already get a lot of water running down the hill during prolific rain storms. What will happen with the drainage if volume is too high? Will our basement/crawlspace/storage flood out? The builder has indicated that he has no intention of constructing any retaining walls. We have retaining walls & I am very concerned about the slope of the property & what the builder plans on doing to keep the sandy soil where it belongs. Setbacks: Is it true that the builder only needs a 5 foot setback from the fence(property line) to put up a building. Will there be any trees/shrubs planted to replace the tree & grass taken out of the hillside? Last but not least, construction noise & debris. Last time there was construction on Monterrey, there was much debris (large chunks of it) falling down the access road & into our yard area. What precautions will be put in place to insure that this doesn't happen & if it does happen will the builder be willing @ his expense to clean it up & pay for any damages to property? What assurances can the city or other gov't entities give to us as homeowners that all proper precautions have been taken to not cause any damage or harm? Thank you for taking this information. My address is : 2414 Kennewick Pl NE. Renton, WA 98056. Lot 14 of Sunset Hills. My email: p.a bbott@comcast.net. Sincerp~ ~ _. Polly Abbott {Brooks) ~ks 1 \, , \-- RECE\VED JA.N 2 2 20\5 cnv Of REN"TON Pi.ANNING DIVISION ' ' Jill Ding Sr Planner Steve & Veronica Dinkins 2413 Kennewick PL NE Renton WA 98056 Department of Community & Economic Development 1055 South Grady Way Renton, WA 98057 January 20"' 2015 RE: PROJECT NE 24, 3-Lot Short Plat/LUA14-001654, SHPL-A, MOD Dear Ms. Ding, We are writing to request to be a Party of Interest with regards to the above development project. We reside in the Sunset Hills community (Lot 10) and are the owners of a property that sits directly behind and at a lower point of elevation to the project lot. We have some concerns that we would like to see addressed, both around the construction period and with regards to this particular property being a high hazard landslide/run off area: 1. Risk of landslide & liquefaction: a. With the steep slope of the construction property, what is the extent of landslide risk during construction or afterwards and what will the contractor be required to do to mediate that risk? b. What geotechnical and environmental impact studies will or have been undertaken to ensure that during the construction period and then afterwards, that the risk of soil movement, subsidence, liquefaction or any similar related events will not occur? c. Will such a study be made available and show the risks and the direction that such movements of water/soil may take? 2. Change to water flow: a. Could you explain what the 'Best Management Practice' is with regards to water run-off from these newly developed lots? b. Part of the Sunset Hills development includes a water drainage area (Swale) that is now maintained by the City of Renton. Can you advise what impact the development will have on the movement of water, in particular in the case of a prolonged period of heavy rain or sudden thaw of snow? As the homeowners of Lot 10 we are very concerned how this runoff will impact our property. We would like a proper drainage report to be carried out and measures taken to direct that water runoff safely. One option would be to channel this runoff water down to the Swale. 3. Retaining walls: a. Considering the slope of the property to be developed, will retaining walls be required to create the 3 proposed lots? If no retaining walls are needed, we'd be interested In seeing a side elevation view of the proposed construction. RECEIVED JAN 2 2 2015 CITY OF RENTON PLANNING DIVISION • • 4. Could you kindly advise of the timeline for construction, share what impact there will be during construction related to our property and whether the developers will need access to our property at any time? a. We would also like to understand the easement requirements of how close the home will be built to the property line. We had understood there was a 20 foot minimum but are hearing that depending on how the home is placed on the property it could be as small as 5 feet -is that correct? 5. Insurance: a. In the event of damage caused by construction (vehicles, people, accidents) to our property, who is the point of contact? b. In the event of a significant soil or water generated damage, either during the construction or at any period thereafter, is there insurance purchased by the builder to cover damage from this new construction? If so, how long would such coverage extend. (For instance what happens if 3 years from now there is a landslide, or 10 years?) 6. Is there is anything else we should be aware of as adjacent property owners to this construction project? Thank you for your time in answering our concerns. It would be most convenient if you could email your reply to our email below. Sincerely Steve & Veronica Dinkins Homeowners Lot 10 Sunset Hilts Development v.dinkins@comcast.net 206-795-9006 .. Jill Ding, Sr Planner James Dixon 2517 Kennewick Ave NE Renton WA 98056 Department of Community & Economic Development City of Renton 1055 South Grady Way Renton WA 98057 January 20'h 2015 RE: PROJECT NE 24, 3-Lot Short Plat/LUA14-001654, SHPL-A, MOD Dear Ms Ding I am writing to request to be a Party of Interest with regards to the above development project. I reside in the Sunset Hills community that is adjacent to the proposed area and on the Board of the Sunset Hills Homeowners Association. The HOA has some concerns that we would like addressed, both around the construction period and with regards to the area being a high hazard landslide/run off area: 1. Risk of landslide & liquefaction: Please advise: a. Is there a risk of landslide during construction or afterwards. b. What geotechnical and environmental impact studies will or have been undertaken to ensure that during the construction period and then afterwards, that the risk of soil movement, subsidence, liquefaction or any similar related events will not occur. c. Will such a study be made available and show the risks and the direction that such movements of water/soil may take? 2. Change to water flow - a. Could you explain what the Best Management Practice is with regards to run off on these Lots. b. Part of the Sunset Hills property includes a water drainage area (Swale), that is now maintained by the City of Renton. Can you advise what impact the development will have on the movement of water, in particular in the case of a prolonged period of heavy rain or sudden thaw of snow. The homeowner of Lot 14 already receives run off after heavy rains and it is likely that this development will increase this, threatening his crawlspace. We would like a proper drainage report to be carried out and measures taken to direct that water safely. One option could be to channel the water to the Swale. RECEIVED JAN 2 2 2015 CITY OF RENTON PLANNING DIVISION c. In addition will there be extra run off down the Fire Access Road, increasing erosion to that road and to the properties at the bottom of this road? 3. Retaining walls-Will retaining walls be constructed with proper drainage, if no retaining walls are needed please advise why this is so. 4. Use/wear/damage to Sunset Hills Fire Access Road -will the construction be looking to make use of the existing fire access road that is owned and maintained by the HOA? As this road is the responsibility of the HOA to maintain we do not want construction vehicles on the road and believe there is sufficient access from NE 24th St so as not to need this access. 5. Traffic flow-In the past we have had heavy construction vehicles use the roads around the cul- de-sac with the result of debris, some of it sizeable, falling off these vehicles as well as the noise of heavy vehicles passing by. We would like assurances that construction vehicles will approach the site from NE 24th St. 6. Impact to Sunset homes close to the development. In general, could you advise what impact there will be during construction for the homes of Sunset Hills and whether the developers will need access to any of the properties. 7. Insurance: a. In the event of damage caused by construction (vehicles, people, accidents) what insurance is available and who is the point of contact? b. In the event of a significant soil or water generated damage, either during the construction or at any period thereafter, is there insurance and if so how long would such coverage extend. (For instance what happens if 3 years from now there is a landslide, or 10 years?) c. If a worker is injured on our property would the HOA be liable for damages? Will the construction company issue the HOA with a Certificate of Insurance and thus insure the HOA? 8. If there is anything else we should be aware of, for residents and their properties after construction, in particular those adjacent to the new development. Thank you for your time to answer these points. It would be most convenient if you could email your reply to my email below. Sincerely / James Dixon \ Tr,easurer 1 '5tinset Hills Homeowners Association 425 829 9949 !"· City of / .. -,-~ (~ ~ -, ·:.:~:> NOTICE OF APPLICATION A Milster Application has been filed and a<:i:epted with the Department of Community & Economic Development (CEDI -Planning Division of the City of Renton. The follCMing briefly des.cribes the application and the necessary Public Approvals. DATE OF NOTICE OF APPLICATION, PROJECT NAME/NUMBER, January 8, 201s NE 24, 3-Lot Short Plat/ LUA14-001654, SHPL-A, MOO PROJEO' DESCRIPTION: Subdivision of an existing 2S.400 square foot (0.58 acre) prQJeC.t site zoned R-8 \Residentia1·8 dwelling units per a,.,e) into three lots for the future construction of three single family re5idences The project site consists of two vacant parcels on the north side of NE 241h Street (parcel nos. 8132100120 and 8132100130}. An 18-foot wide private driveway 1s proposed on the eastern portion of propo<,ed Lot 2 to provide access to proposed Lot 3. A variance was requested from the Fire Dept. to reduce the paving width required for the pnvate driveway acces,; to Lot 3 from 20 feet to 16 feet. Acces.s to lots 1 and 2 would be provided via residential driveways orf of NE 24th Street. A sveet modification request has been submitted to allow the existing frontagE' 1mprnvements to rl'main alona NE 24th Street. Sensitive slopes (grades between 2S and 40 percent}, high landslide hazard areas, modercite landslide hazard areas, and Aquifer Protection Area 2 are mapped on the project site. PROJECT LOCATION: 1908 NE 241 ~ St PERMITS/REVIEW REQUESTED: Aclmimstrative Short Plat APPLICANT/PROJECT CONTACT PERSON: Tom Redding/ En,ompa!.s Engineering/ 165 NE Juniper St.. Ste 201/ lssaqual'l, WA 98027/ 425·392·02SO/ uedding@hotmai1.com Comments on the above ;1ppllcatlon must be submitted in writing to JIU Ding. Senior Planner, Oepanment of Community & Economic Development. 10S5 South Grady Wav, Renton, WA 98057, by S:00 p.m. on January 22, 2Dl4. If you have question5, about this propo5-al, or wish to be made a party of record and receive additional notification by mail, contact the Project Manager at (42SI 430~6598. Anyone who submit!. written comments will au1omat1ca!ly become a party of record and will be notified of any decision on this project. PLEASE INCLUDE THE PROJECT NUMBER WHEN CAUING FOR PROPER FILE IDENTIFICATION DATE OF APPLICATION: DECEMBER 31, 2014 NOTICE OF COMPLETE APPLICATION: JANUARY 8, 2015 If you woulcl like to be made a party of record to receive further information on this praposed projecl, complete this form and return to: Cily of Renton, CED, Planning Division, JDSS South Grady Way, Renton, WA 98057. RECEIVED JAN 2 2 2015 CITY OF RENTON PLANNING DIVISION Sabrina Mirante From: Sabrina Mirante Sent: To: Cc: Thursday, January 08, 2015 4:45 PM randy .matheso n@rentonschoo Is. us Jill Ding Subject: City of Renton Notice of Short Plat -NE 24th 3 Lot Short Plat -LUA14-001654, SHPL-A, MOD SCHOOL INFORMATION REQUEST Subject: NE 241h, 3-Lot Short Plat LUA14-001654, SHPL-A, MOD The City of Renton's Department of Community and Economic Development {CED) has received an application for a Short Plat located at 1908 NE 24'h St. Please see the enclosed Notice of Application for further details. In order to process this application, CED needs to know which Renton schools would be attended by children living in residences at the location indicated above. Please fill in the appropriate schools on the list below and return this letter to my attention, City of Renton, CED, Planning Division, 1055 South Grady Way, Renton, Washington 98057 or fax to (425) 430-7300, by January 22, 2014. Elementary School: _________ _ Middle School: ___________ _ High School: ___________ _ Will the schools you have indicated be able to handle the impact of the additional students estimated to come from the proposed development? Yes No __ _ Any Comments: ____________________________ _ Thank you for providing this important information. If you have any questions regarding this project, please contact me at (425) 430-. Sincerely, ;» 1{. ~i/v Jill Ding 1 Attachment Happy New Year Randy! Sa6rina :Mirante, <P{anning Secretary City of Renton I CED I Planning Division 1055 S Grady Way I 6th Floor I Renton, WA 98057 Phone: 425.430.6578 I Fax: 425.430.7300 I smirante@rentonwa.gov 2 Denis Law C' ---~M:ay:or ______ .,i t .· 1tzo, .. · ·.·.·· .. c ' .. January 8, 2015 Tom Redding Encompass Engineering 165 NE Juniper St., Ste 201 Issaquah, WA 98027 ! .· I, }1 "" l' rt re··;· \1 1 [ l L!.'~ ... I.! ... J~ ) ... Community & Economic Development Department C.E. 'Chip"Vincent, Administrator Subject: Notice of Complete Application NE 241h 3 Lot Short Plat, LUA14-0016S4 Dear Mr. Redding: The Planning Division of the City of Renton has determined that the subject application is complete according to submittal requirements and, therefore, is accepted for review. Prior to that review, you will be notified if any additional information is required to continue processing your application. Please contact me at {425) 430-6598 if you have any questions. Sincerely, ,711r.PYJ Jill Ding Senior Planner cc: John Cowan/ Owner(s) Bill Hughes/ Applicant Renton City Hall , 1055 South Grady Way , Renton, Washington 98057 , rentonwa.gov ·-·-····(:,, i / I City of j NOTICE OF APPLICATION A Master Application has been filed and accepted with the Department of Community & Economic Development (CED) -Planning Division of the City of Renton. The following briefly describes the application and the necessary Public Approvals. DATE OF NOTICE OF APPLICATION: January 8, 2015 PROJECT NAME/NUMBER: NE 24, 3-Lot Short Plat/ LUA14-00!6S4, SHPL-A, MOD PROJECT DESCRIPTION: Subdivision of an existing 25,400 square foot {0.58 acre) project site zoned R-8 (Residential-8 dwelling units per acre} into three lots for the future construction of three single family residences. The project site consists of two vacant parcels on the north side of NE 24th Street (parcel nos. 8132100120 and 8132100130). An 18-foot wide private driveway is proposed on the eastern portion of proposed Lot 2 to provide access to proposed Lot 3. A variance was requested from the Fire Dept. to reduce the paving width required for the private driveway access to Lot 3 from 20 feet to 16 feet. Access to Lots 1 and 2 would be provided via residential driveways off of NE 24th Street. A street modification request has been submitted to allow the existing frontage improvements to remain along NE 24th Street. Sensitive slopes (grades between 25 and 40 percent), high landslide hazard areaS, moderate landslide hazard areas, and Aquifer Protection Area 2 are mapped on the project site. PROJECT LOCATION: 1908 NE 24" St PERMITS/REVIEW REQUESTED: Administrative Short Plat APPLICANT/PROJECT CONTACT PERSON: Tom Redding/ Encompass Engineering/ 165 NE Juniper St., Ste 201/ Issaquah, WA 98027/ 425-392-0250/ tredding@hotmail.com Comments on the above application must be submitted in writing to JIii Ding, Senior Planner, Department of Community & Economic Development, 1055 south Grady Way, Renton, WA 98057, by 5:00 p.m. on January 22, 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 at (425) 430-6598. Anyone who submits written comments will automatically become a party of record and will be notified of any decision on this project. PLEASE INCLUDE THE PROJECT NUMBER WHEN CALLING FOR PROPER FILE IDENTIFICATION DATE OF APPLICATION: DECEMBER 31, 2014 NOTICE OF COMPLETE APPLICATION: JANUARY 8, 2015 If you would like to be made a party of record to receive further information on this proposed project, complete this form and return to: City of Renton, CED, Planning Division, 1055 South Grady Way, Renton, WA 98057. File Name / No.: NE 24, 3-Lot Short Plat/ LUA!4-0016S4, SHPL-A, MOD NAME:------------------------------------- MAILING ADDRESS: _________________ City/State/Zip:----------- TELEPHONE NO.: --------------- CITY OF RENTO DEPARTMENT OF COMMUNITY & ECONOMIC DEVELOPMENT MEMORANDUM Date: March 9, 2016 To: City Clerk's Office From: Sabrina Mirante Subject: Land Use File Closeout Please complete the following information to facilitate project closeout and indexing by the City Clerk's Office Project Name: NE 24th St 3 Lot Short Plat LUA (file) Number: LUA-14-001654, SHPL-A, MOD Cross-References: NE 24th 3-Lot Short Plat AKA's: Project Manager: Jill Ding Acceptance Date: January 8, 2015 Applicant: Bill Hughes Owner: John Cowan Contact: Tom Redding PID Number: 8132100118, 8132100130, 8132100120 ERC Determination: Date: Anneal Period Ends: Administrative Decision: Approved with Conditions Date: March 6, 2015 Anneal Period Ends: March 20. 2016 Public Hearing Date: Date Appealed to HEX: By Whom: HEX Decision: Date: Anneal Period Ends: Date Appealed to Council: By Whom: Council Decision: Date: Mylar Recording Number: Project Description: Subdivision of an existing 25,400 square foot (0.58 acre) project site zoned R-8 (Residential-8 dwelling units per acre) into three lots for the future construction of three single family residences. The project site consists of two vacant parcels on the north side of NE 24th Street (parcel nos. 8132100120 and 8132100130). An 18-foot wide private driveway is proposed on the eastern portion of proposed Lot 2 to provide access to proposed Lot 3. A variance was requested from the Fire Dept. to reduce the paving width required for the private driveway access to Lot 3 from 20 feet to 16 feet. Access to Lots 1 and 2 would be provided via residential driveways off of NE 24th Street. A street modification request has been submitted to allow the existing frontage improvements to remain along NE 24th Street. Sensitive slopes (grades between 25 and 40 percent), high landslide hazard areas, moderate landslide hazard areas, and Aquifer Protection Area 2 are manned on the oroiect site. Location: 1910, 1904, 1916 NE 24th St I c~ments, ERC Determination Types: DNS -Determination of Non-Significance; DNS-M -Determination of Non-Significance-Mitigated; OS -Determination of Significance. I ADVISORY NOTES TO APPLICANT LUA14-001654 Application Date: December 31, 2014 Name: NE 24th 3-Lot Short Plat Short Plat: Bob Mac Onie 1/25/2015 Site Address: 1904 NE 24th St Renton, WA 98056-2259 Note the City of Renton land use action number LUA14 001654 and LND 20 0616, respectively, on the final submittal. The form of subdivision The type size used for the land record number should be smaller than that used for the land use action number. Provide short plat and lot closure calculations. Note discrepancies between bearings and distances of record and those measured or calculated, if any. Note addresses from the attached on the final short plat submittal. Do note encroachments, if any. Do include a "LEGEND" block for the short plat drawing, listing any symbols used thereon. Include symbols for the 8' wood fence, 5' cyclone fence, 4' wood fence, rockery, etc. Remove the various patterns (dots) noted in the street (NE 24TH STREET), the existing driveway, the existing gated tract road and the proposed 16' paved driveway. Remove the building setback lines from all three lots. Setbacks are determined when permits are issued. Remove all references to trees, currently shown on all three lots, from the short plat submittal. Note all easements, covenants and agreements of record on the drawing. Note any relevant researched resources on the short plat submittal. Note that the correct page reference for the plat of Sunset Hills (noted for lots surrounding the subject short plat site on the drawing sheet) is PGS 51 55, not "PG 52". Remove the zoning, proposed net density, max allowable density, critical areas and critical areas buffer information and the proposed public street dedication information from the final short plat submittal. Also remove the "PROPERTY OWNER" AND "ENGINEER/SURVEYOR" blocks. Add a north arrow to the "VICINITY MAP". The City of Renton Administrator, Public Works Department, is the only city official who signs the final short plat submittal. Provide an appropriate approval block and signature line for said administrator. Pertinent King County approval blocks also need to be noted on the submittal. All vested owner(s) of the subject final short plat site 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. Because the subject property falls within Zone 2 of the City of Renton Aquifer Protection Area, the Aquifer Protection Notice needs to be noted on the drawing. AQUIFER PROTECTION NOTICE The lots created herein fall within Zone 2 of Renton's aquifer protection area and are subject to the requirements of the City of Renton Ran: March 09, 2016 Page 1 of 6 ADVISORY NOTES TO APPLICANT LUA14-001654 PLAN -Planning Review -Land Use Version 1 I March 09, 2015 ·,::::::_,;.:'i,'i'(:i;:::;:::::.-~1,2::':0::!:;::1;:1::;;:;;;;:::';:;f:::':)>::::::,;1,:::1;ii!:i!_':i"·/c',J ::1:ryF;:;::mmm11:111111iiiS1f"<~JE;;"":tii=:t12L\Q1il1;;1ii;,;;:·;;:::1Jr+is\0'':>r:,:,;',:':c._'i:'.!(<!1ii1:-:,:}1o::---:::;;;:;;::::yi!l!:::1::1;11sy;::c<j'.?iii/ii!/i:]!!:J'1!!1'.;{'_:,·.;;:;::::i;fi' ... ,,_·,,:::,;,,:;_;,,:;, . . TE1cllnlcaFServicesC.omments.. ..• ;.:.; ..• :: ... ..: •••• : •••• z;.;.~::.:•1,rr~a.Confact;BottMacOnie.1.<125'43Ilrti3flQ.l.llmi:i9Clni11@rentonwa.gov Ordinance #4367. This city's sole source of drinking water is supplied from a shallow aquifer under the city surface. There is no natural barrier between the water table and ground surface. Extreme care should be exercised when handling of any liquid substance other than water to protect from contact with the ground surface. It is the homeowners' responsibility to protect the city's drinking water. Note that if there are easements, restrictive covenants or agreements to others (City of Renton, etc.) as part of this subdivision, they can be recorded concurrently with the final short plat. The final short plat drawing and the associated document(s) are to be given to the Project Manager as a package. The recording number(s) for the associated document(s) are to be referenced on the final short plat drawing. Provide spaces for the recording numbers thereof. The new easements for ingress, egress, utilities (private?) and the 5' private sewer easement, shown for the benefit of future owners of proposed Lot 3, each need a note defining the rights associated with the easement at issue. Since these new "proposed" easements shown aren't "granted and conveyed" until the benefited and/or burdened lots are conveyed to others, add the following language on the face of the short plat drawing: DECLARATION OF COVENANT: The owners of the land embraced within this short plat, in return for the benefit to accrue from this subdivision, by signing hereon covenant and agree to convey the beneficial interest in the new private easements shown on this short plat to any and all future purchasers of the lots, or of any subdivisions thereof. This covenant shall run with the land as shown on this short plat. The preceding statement obligates the seller of the lots created to "expressly grant and convey" the lots "together with and/or subject to" any new private easements delineated on the short plat in the conveying document. A private ingress, egress and utility easement requires a "New Private Easement for Ingress, Egress and Utilities Maintenance Agreement" statement. The width of the proposed driveway easement changes as it crosses the 10 Utility Easement adjacent to NE 24th Street northern right of way margin but that width is not shown. The easement lines shown along the propertv line between the two lots at issue don't exist as the lots are exceoted from the CC&RS. Recommendations: Environmental Impact Comments: 1. The fire mitigation fees are applicable at the rate of $479.28 per single family unit. This fee is paid at time of building permit issuance. Code Related Comments: 1. The fire flow requirement for a single family home is 1,000 gpm minimum for dwellings up to 3,600 square feet (including garage and basements). If the dwelling exceeds 3,600 square feet, a minimum of 1,500 gpm fire flow would be required. A minimum of one fire hydrant is required within 300 feet of the proposed buildings and two hydrants if the fire flow goes up to 1,500 gpm. 2. Fire department apparatus access roadway is required to be minimum 20 feet wide fully paved. Applicant has requested a variance to reduce the 20 foot wide roadway to 16 feet on the condition that the home on Lot 3 be equipped with an approved automatic fire s rinkler s stem. The fire de artment has no ob·ection to this variance re uest. i•' it Street trees use only large maturing trees: No closer than 30 feet from a light pole No closer than 6 feet from a fire hydrant No closer than 1 O feet from driveway approach Space trees at least 50 feet on center Recommendations: 2. Review landscaping in southwest corner of lots. Adjacent landscaping exists which new landscaping will conflict with and should complement existing landscape plants. Recommendations: 3. Do not use shrubs at corners ·of driveway approaches:::.ieave visual access to sidewalks for backing vehicles Ran: March 09, 2016 Page 2 of6 ADVISORY NOTES TO APPLICANT LUA14-001654 -- PLAN -Planning Review -Land Use Version 1 I March 09, 2015 .'~~1~ij~j~;1/~i111 8~VtiWii~~Wi:~iritmltiilllil!II iiilillli;lilltillmffi?t~il~jfjlf~Tt1~mi\IJt{2~~Q#~6'1.llit!,~s~!~i;!)@r~11!Q~W~(gov. out of driveways. I Recommendations: 4. Planting detail: do not use wire/hose to stake trees. Use only webbing materials. Ran: March 09, 2016 Page 3 of6 ADVISORY NOTES TO APPLICANT LUA14-001654 PLAN -Planning Review -Land Use Version 2 I April 03, 2015 --· :-:-:: · · 7 "7" • . . ····--. 7 1:,<·,;:i:;:·;::':::o:;;i:;:/i"r"'·.,-\:::::;'\/:,> '<\:::>"·:::: ·· .;r::",>:<·d':'.-' __ . ?"·:·:t'::;;i:;;;,:;:::::r::;;: __ ;: ::I::':::o·., .. · . 1 :,'l"echnicatSe&iees Coinineot!t" 00 wz:::w:+m:m::, :w iCQntaet::a'ot.t:MacOni~tll'25~So;il3~9{1'!lmac:o11iE1@reit1to11wa,gov' Short Plat: Bob Mac Onie 1/25/2015 Note the City of Renton land use action number LUA14 001654 and LND 20 0616, respectively, on the final submittal. The form of subdivision The type size used for the land record number should be smaller than that used for the land use action number. Provide short plat and lot closure calculations. Note discrepancies between bearings and distances of record and those measured or calculated, if any. Note addresses from the attached on the final short plat submittal. Do note encroachments, if any. Do include a "LEGEND" block for the short plat drawing, listing any symbols used thereon. Include symbols for the 8' wood fence, 5' cyclone fence, 4' wood fence, rockery, etc. Remove the various patterns (dots) noted in the street (NE 24TH STREET), the existing driveway, the existing gated tract road and the proposed 16' paved driveway. Remove the building setback lines from all three lots. Setbacks are determined when permits are issued. Remove all references to trees, currently shown on all three lots, from the short plat submittal. Note all easements, covenants and agreements of record on the drawing. Note any relevant researched resources on the short plat submittal. Note that the correct page reference for the plat of Sunset Hills (noted for lots surrounding the subject short plat site on the drawing sheet) is PGS 51 55, not "PG 52". Remove the zoning, proposed net density, max allowable density, critical areas and critical areas buffer information and the proposed public street dedication information from the final short plat submittal. Also remove the "PROPERTY OWNER" AND "ENGINEER/SURVEYOR" blocks. Add a north arrow to the "VICINITY MAP". The City of Renton Administrator, Public Works Department, is the only city official who signs the final short plat submittal. Provide an appropriate approval block and signature line for said administrator. Pertinent King County approval blocks also need to be noted on the submittal. All vested owner(s) of the subject final short plat site 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. Because the subject property falls within Zone 2 of the City of Renton Aquifer Protection Area, the Aquifer Protection Notice needs to be noted on the drawing. AQUIFER PROTECTION NOTICE The lots created herein fall within Zone 2 of Renton's aquifer protection area and are subject to the requirements of the City of Renton Ordinance #4367. This city's sole source of drinking water is supplied from a shallow aquifer under the city surface. There is no natural barrier between the water table and ground surface. Extreme care should be exercised when handling of any liquid substance other than water to protect from contact with the ground surface. It is the homeowners' responsibility to protect the city's drinking water. 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 Ran: March 09, 2016 Page 4 of 6 ADVISORY NOTES TO APPLICANT LUA14-001654 ,,-;,~0"'s le ,,., Manager as a package, The recording number(s) for the associated document(s) are to be referenced on the final short plat drawing. Provide spaces for the recording numbers thereof. The new easements for ingress, egress, utilities (private?) and the 5' private sewer easement, shown for the benefit of future owners of proposed Lot 3, each need a note defining the rights associated with the easement at issue. Since these new "proposed" easements shown aren't "granted and conveyed" until the benefited and/or burdened lots are conveyed to others, add the following language on the face of the short plat drawing: DECLARATION OF COVENANT: The owners of the land embraced within this short plat, in return for the benefit to accrue from this subdivision, by signing hereon covenant and agree to convey the beneficial interest in the new private easements shown on this short plat to any and all future purchasers of the lots, or of any subdivisions thereof. This covenant shall run with the land as shown on this short plat. The preceding statement obligates the seller of the lots created to "expressly grant and convey" the lots "together with and/or subject to" any new private easements delineated on the short plat in the conveying document. A private ingress, egress and utility easement requires a "New Private Easement for Ingress, Egress and Utilities Maintenance Agreement" statement. The width of the proposed driveway easement changes as it crosses the 1 O Utility Easement adjacent to NE 24th Street northern right of way margin but that width is not shown. line between the two lots at issue don't exist as the lots are exce led from the CC&RS. , ' Ran: March 09, 2016 Page 5 of 6 ADVISORY NOTES TO APPLICANT LUA14-001654 Application Date: December 31, 2014 Name: NE 24th 3-Lot Short Plat ENG -Final Short Plat Submittal Review 's'a~ii\m,1milfflli~ · 1. Add addresses to face of plat Recommendations: Environmental Impact Comments: Site Address: 1904 NE 24th St Renton, WA 98056-2259 1. The fire mitigation fees are applicable at the rate of $479.28 per single family unit. This fee is paid at time of building permit issuance. Code Related Comments: 1. The fire flow requirement for a single family home is 1,000 gpm minimum for dwellings up to 3,600 square feet (including garage and basements). If the dwelling exceeds 3,600 square feet, a minimum of 1,500 gpm fire flow would be required. A minimum of one fire hydrant is required within 300 feet of the proposed buildings and two hydrants if the fire flow goes up to 1,500 gpm. 2. Fire department apparatus access roadway is required to be minimum 20 feet wide fully paved. Applicant has requested a variance to reduce the 20 foot wide roadway to 16 feet on the condition that the home on Lot 3 be equipped with an approved automatic fire s rinkler s stem. The fire de artment has no ob·ection to this variance re uest. Ran: March 09, 2016 Page 6 ofG • City of Renton LAND USE PERMIT MASTER APP LI CATION PROPERTY OWNER($) PROJECT INFORMATION PROJECT OR DEVELOPMENT NAME: NAME: John Cowan NE 24th 3-Lot ADDRESS: 1830 NE 24th Street PROJECTIADDRESS(S)/LOCATION AND ZIP CODE 1908 NE 24th St., 98056 CITY: Renton ZIP: 98056 TELEPHONE NUMBER: KING COUNTY ASSESSOR'S ACCOUNT NUMBER(S): 813210-0120.& 813210-0130 APPLICANT (if other than owner) NAME: Bill Hughes EXISTING LAND USE(S): Vacant COMPANY (if applicable): PROPOSED LAND USE(S): Single Family Residential EXISTING COMPREHENSIVE PLAN MAP DESIGNATION: ADDRESS: 14401 Issaquah-Hobart Rd RLD PROPOSED COMPREHENSIVE PLAN MAP DESIGNATION CITY: Issaquah, WA ZIP: 98027 (if applicable) N/A EXISTING ZONING: TELEPHONE NUMBER: 425_444_3367 R-8 CONTACT PERSON PROPOSED ZONING (if applicable): N/A NAME: Tom Redding SITE AREA (in square feet): 25,400 SQUARE FOOTAGE OF PUBLIC ROADWAYS TO BE COMPANY (if applicable): Encompass Engineering DEDICATED: 0 SQUARE FOOTAGE OF PRIVATE ACCESS EASEMENTS: ADDRESS: 165 NE Juniper St., Suite 201 1,762 PROPOSED RESIDENTIAL DENSITY IN UNITS PER NET CITY: Issaquah ZIP: 98027 ACRE (if applicable) 5.6 TELEPHONE NUMBER AND EMAIL ADDRESS: NUMBER OF PROPOSED LOTS (if applicable) 425-392-0250 3 tredding@hotmail.com NUMBER OF NEW DWELLING UNITS (if applicable): 3 -H:\CED\Data\Fonns-Templates\Selt:Help Handouts\Ptanning\masterapp.doc -l -03111 ' ' • NUMBER OF EXISTING DWELLING UNITS (if applicable): tOJ ECT IN FORMA Tr---10=----:N--=--'--' (c:...:o--=-. ·=··-=--=-"-=--ue=----:d=I) _______ ~ PROJECT VALUE: 0 SQUARE FOOTAGE OF PROPOSED RESIDENTIAL BUILDINGS (if applicable): 3 J [:E>I:' f'A IS THE SITE LOCATED IN ANY TYPE OF ENVIRONMENTALLY CRITICAL AREA, PLEASE INCLUDE SQUARE FOOTAGE (if applicable): SQUARE FOOTAGE OF EXISTING RESIDENTIAL BUILDINGS TO REMAIN (if applicable): 0 (J AQUIFIER PROTECTION AREA ONE SQUARE FOOTAGE OF PROPOSED NON-RESIDENTIAL ~ AQUIFIER PROTECTION AREA TWO BUILDINGS (if applicable): 0 SQUARE FOOTAGE OF EXISTING NON-RESIDENTIAL (J FLOOD HAZARD AREA sq. ft. BUILDINGS TO REMAIN (if applicable): C> (J GEOLOGIC HAZARD sq. ft. NET FLOOR AREA ON NON-RESIDENTIAL BUILDINGS (if applicable): c:;;, (J HABITAT CONSERVATION sq. ft. NUMBER OF EMPLOYEES TO BE EMPLOYED BY THE NEW (J SHORELINE STREAMS & LAKES sq. ft. PROJECT (if applicable): I \ (J WETLANDS sq. ft. LEGAL DESCRIPTION OF PROPERTY (Attach leaal description on separate sheet with the followina information included) SITUATE IN THE QUARTER OF SECTION __ , TOWNSHIP __ , RANGE __ , IN THE CITY OF RENTON, KING COUNTY, WASHINGTON AFFIDAVIT OF OWNERSHIP I, (Print Name/s) , declare under penalty of perjury under the laws of the State of Washington that I am (please check one) __ the current owner of the property involved in this application or __ the authorized representative to act for a corporation (please attach proof of authorization) and that the foregoing statements and answers herein the information her ith are in all respects true and correct to the best of my knowledge and belief. P+---41-~~--==-=-------'-'12-'f /1 '1 Date Signature of Owner/Representative STATE OF WASHINGTON ) ) ss COUNTY OF KING ) I certify that I know or have satisfactory evidence that J c +-' rJ C O W,Ei: AJ signed this instrument and acknowledge it to be his/her/their free and voluntary act for the uses and purpose mentioned in the instrument. Dated Notary~n~shington Notary (Print): "1) ::J M l ko L-A \ e-I k Date My appointment expires: --"'b"---'-1 _-_.:_1_7_:__ ___________ _ H:\CED\Data\Forms-Templates\Self-Hclp Handouts\Planning\mastcrapp.doc -2 -03/t t . • • • PLANNING DIVISION WAIVER OF SUBMITTAL REQUIREMENTS FOR LAND USE APPLICATIONS LAND l!SE PERMIT SUBMIITAL WAIVED MODIFIED COMMENTS: REQl!IREMENTS: BY: BY: Cak:ulatlons 1 Colored Maps for Display 4 .J:P-- Construction Mitigation Desert pt Ion 2 ANO 4 Deed of Right-of-Way Dedication . . Density Worksheet 4 Drainage Control Plan 2 Drainage Report 2 Elevations, Architectural 3 AHO, Environmental Checldlst, _.l Tl Existing Covenants (Recorded Copy), Existing Easements (Recorded Copy) 4 Flood Hazard Datit 4 \Q_ .. Floor Plans >AND, G.aotechnical Report 2 AND, . . . Grading Plan, Conceptual 2 Grading Plan, Detailed, Habitat Data Report , JJ..l 1 mprovement Deferral 2 Irrigation Plan, King County Assessor's Map Indicating Site, Landscape Plan, Conceptual, Landscape Plan, DetaRed, Lo gal Description, Map of Existing S1te·Condltions 4 . . Master Application Form 4 Monument Cards (one per monument) 1 Nelghbomood Detail Map , Parking, Lot Coverage & Landscaping Analysis 4 Plan Reductions (PMTs) 4 Post Office Approval 2 . . This requirement ,nay be waived by; 1. Property Services 2. Public Works Plan Review 3. BuRdlng 4. Planning PROJECT NAME: fJE ;)_ '1 " S j. Sb-! r:,/,,J DA TE: /J_/ I~/ I Lj H:\CEO\Oala\F(lr!'M-T empl8,tos\Solf-H411p Handot.lta\Plmming\walvemfsubmlttalr11q&,lll& / II • j ~ PLANNING DIVISION WAIVER OF SUBMITTAL REQUIREMENTS FOR LAND USE APPLICATIONS . i.AND USE PERMIT SUBMITIAL. WAIVED MODIFIED COMMENTS: REQUIREMENTS: BY: BY: Plat Name Reservation 4 Preappllcatlon Meeting Summary• . Public Works Approval .Letter, Rehabilitation Plan , . Screening Detail , Site Plan 2AND, Stream or Lake Study, Standard, -51)._ Stream or Lake Study, Supplemental 4 . Stream or Lake Mitigation Plan , Street Profiles 2 ic-7 Title Report or Plat Certificate , I . Topograplly Map, . Traffic Study 2 Tree Cutling/Land Clearing Plan 4 Urban Design Regulations Analysis 4 utilities Plan, Generalized , Wetlands Mlllgation Plan, Final 4 Wetiands Mitigation Plan, Preliminary 4 Wettands Report/Delineation , JJ;l_ Wireless: Applicant Agreement Statement > ANO 3 Inventory of Existing SIias , AND 3 Lease Agreement, Draft 2 AND 3 Map of Existing Site Conditions , AND 3 Map of View Area 2 AND 3 Photos.lmulations 2 ANO 3 ·. . . This requirement may be waived by: 1. Property Seovices PROJECT NAME: N t :2. 'j 71 ' 5 l Sk::i '+t'<-'t 2. Public Works Plan Review 3. BuUding 4. Planning DATE: lo--// off'-/ . • .lEAPPLICATION MEE1 .. lJG FOR NE 24th Street Short Plat 1908 NE 24th Street PRE 14-001488 CITY OF RENTON Department of Community & Economic Development Planning Division November 20, 2014 Contact Information: Planner: Jill Ding, 425.430.6598 Public Works Plan Reviewer: Kamran Yazdidoost, 425.430.7382 Fire Prevention Reviewer: Corey Thomas, 425.430. 7024 Building Department Reviewer: Craig Burnell, 425.430.7290 Please retain this packet throughout the course of your project as a reference. Consider giving copies of it to any engineers, architects, and contractors who work on the project. You will need to submit a copy of this packet when you apply for land use and/or environmental permits. Pre-screening: When you have the project application ready for submittal, call and schedule an appointment with the project manager to have it pre-screened before making all of the required copies. The pre-application meeting is informal and non-binding. The comments provided on the proposal are based on the codes and policies in effect at the time of review. The applicant is cautioned that the development regulations are regularly amended and the proposal will be formally reviewed under the regulations in effect at the time of project submittal. The information contained in this summary is subject to modification and/or concurrence by official decision-makers (e.g., Hearing Examiner, Planning Director, Development Services Director, Department of Community & Economic Development Administrator, Public Works Administrator and City Council). / Fire & Emergency Services · Department DATE: TO: FROM: SUBJECT: MEMORANDUM 11/17/2014 12:00:00AM Jill Ding, Senior Planner Corey Thomas, Plan Review/Inspector (NE 24th Street Short Plat Preapplication) PRE14-001488 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. 2. The. fire mitigation fees are applicable at the rate of $479.28 per single family unit. This fee is paid at time of building permit issuance. 3. Fire department apparatus access roadway is required~tZ'. minimum 20-feet wide fully paved. "'' ~P'"" --t "f 4> JII;,. .... .:r c/1 (.}' \&' 1" ~f"--p/J" I()~ 'It. ..;# ti t- ' "" I,; 9' ~ \gtf\'~ \JJ \ ;\ ~<~(/ \ Page 1 of 1 DEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT DATE: TO: FROM: SUBJECT: MEMORANDUM November 20, 2014 Jill Ding Kamran Yazdidoost, Plan Reviewer 1908 NE 24 TH Street PRE 14-001488 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, code changes, 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 The proposed development is within the City's water service area and in the Highlands 435- hydraulic zone. The development is outside of the City's aquifer protection areas. There is an existing 12-inch water main (see City water project plan no. W-1134) in NE 24th St. The 12-inch line can deliver 3,600 gallons per minute (gpm). The static water pressure is about 58 psi at elevation of 300 feet. There is an existing fire hydrant in front the property which can deliver 1,000 gallons per minute. The following water improvements will be required to provide water service for domestic use and for fire protection for the subject development: 1. Installation of 1-inch minimum domestic water service line and meter to each lot. 2. Installation of an additional fire hydrant within 300 feet of each lot if required by Renton Fire Prevention Department for single family dwelling exceeding 3,600 sq-ft of gross area. 3. Subject to payment of applicable water system development charges and water meter installation fees for the new lots. A redevelopment credit is applicable to an abandoned 3/4-inch meter that used to serve a house at 1908 NE 24th St that has been demolished in 2011. 4. The development is subject to the water system development charge of$ 2,809.00 (two) and the 1-inch water meter installation charge of $3,310 (three) for the new and proposed lots. Sanitary Sewer 1. Sewer service is provided by the City of Renton. 2. There is an 8-inch sewer main in NE 24 TH Street. 3. There are two existing sewer stubs for two existing lots. 4. Applicant must tap a 6" sewer pipe to 8" main at NE 24TH Street and extend it through the new proposed lot. 5. The building footprint cannot intrude within the sewer easement. 6. The development is subject to a wastewater system development charge (SD() fee. The SDC fee for sewer is based on the size of the new domestic water to serve the new home on each lot. The sewer fee for a %-inch or 1-inch meter install is $2033.00. The applicant is required to pay SDC fee for existing and proposed lots. 7. The West Kennydale Interceptor Special Assessment District fee (SAD) will be applicable on this project. The SAD fee would be 1050 per lot. Storm Drainage 1. There is a catch basin at NE 24TH Street close to South West corner oftax lot# 8132100120. 2. A drainage report complying with the City adopted 2009 King County Surface Water Manual and City Amendments will be required. Based on the City's flow control map, the site lies within the Flow Control Duration Standard (Forested Conditions). Refer to Figure 1.1.2.A -Flow chart for determining the type of drainage review required in the City of Renton 2009 Surface Water Design Manual Amendment. Stormwater BMPs applicable to the individual lots must be provided. The drainage report must account for all the improvements provided by the project. Stormwater improvements based on the drainage report study will be required to be provided by the developer. 3. A geotechnical report for the site is required. Information on the water table, slope stability, steep slope, setback and soil permeability with recommendations of appropriate flow control BMP options with typical designs for the site from the geotechnical engineer shall be submitted with the application . ....,Q 4. Surface water system development fee is currently (2014) $1,228.00 for each new lot. ~-' Credit will be given to the existing home ~ I(~-! ,ra:•::::'::: is a ,~id~<ial ~"" w«h e,i~iog Ogh< of~, (ROW) wid,h of 57 "" (as per assessor map). As per code RMC 4-6-060, the minimum required ROW width on a i.._\\l)t l(.f-~., ~ residential street is 53 feet; therefore no ROW dedication is required. RMC 4-6-060 "l () v includes a 26 feet wide paved road with 0.5 feet wide curbs, 8 feet wide landscaped b\O tfJ.\I" planter, 5 feet wide sidewalk , and street lighting on residential street. The developer 1IN.' will be required to provide street frontage improvements on the half street frontage on NE 24TH street. 2. The current transportation impact fee is $1,430.72 per new single-family lot. These fees are payable prior to building permit issuance. Credit will be given for the existing home. These fees are payable prior to recording of the plat 3. The minimum easement width for a private street is 26 feet with a minimum paved width of 12 feet, and must meet with fire department approval. Sidewalk is not required on a private street. The minimum pavement thickness required for a private street is 4 inches of asphalt over 6 inches of crushed rock. City code requires a cul-de- sac/ turn around for dead end streets longer than 300 feet. The turnaround must meet with fire department approval. 4. Street lighting is not required on a private street. 5. The maximum width of single loaded garage driveway shall not exceed nine feet (9') and double-loaded garage driveway shall not exceed sixteen feet (16'). 6. All utilities serving the site are required to be undergrounded. 7. A minimum separation of 5 feet is required between driveway and the property line. General Comments 1. The proposed lots one and two do not meet the minimum lot requirements (area). If the applicant chooses to use the public secondary access roadway and water facilities easement belong to Plat OF Sunset Hills, they must have the HOA of Plat OF Sunset Hills approval as well as City of Renton water. Also, they must amend their use of the (public secondary access roadway and water facilities easement) to the plat of Plat OF Sunset Hills. 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. Plans shall be prepared by a licensed Civil Engineer. 3. Separate permit and fees will be required for the water meter installation, side sewer connection and storm water connection. 4. Water services, sewer stubs and drainage flow control bmp are required to be provided to new lot prior to recording of the short plat. DEPARTMENT OF C _. MUNITY AND ECONOMIC DEVELOPMENT MEMORANDUM DATE: November 20, 2014 TO: Pre-Application File No. 14-001488 FROM: Jill Ding, Senior Planner SUBJECT: NE 24'" Street Short Plat, 1908 NE 24'" St. 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 need to be revised based on site planning and other design changes required by City staff or made by the applicant. The applicant is encouraged to review all applicable sections of the Renton Municipal Code. The Development Regulations are available for purchase for $50.00 plus tax, from the Finance Division on the first floor of City Hall or online at www.rentonwa.gov Project Proposal: The project site is located on the north side of NE 24'" Street at 1908 NE 24'" Street between Kennewick Avenue NE and Monterey Avenue NE and consists of two vacant parcels (Parcel nos. 8132100120 and 8132100130). The total area of the subject site is 25,407 sf (0.58 acres) and zoning is Residential -8 dwelling units per acre (R-8). The applicant is proposing to subdivide the site into 3 residential lots. The proposed lots would have areas of approximately 6,601 square feet, 6,601 square feet, and 9,919 square feet. Access to Lots 1 and 2 is proposed via driveways off of NE 24'" Street, access to Lot 3 is proposed via a 24-foot wide tract off of NE 24'" Street. Sensitive slopes, Aquifer Protection Area 2, and a High Landslide Hazard area are mapped on the project site. Current Use: The site presently contains a single family residence which is proposed to remain. Zoning/Density Requirements: The subject property is zoned Residential-8 dwelling units per acre (R-8) where interim R-8 (effectively R-6) zoning standards currently apply. Interim zoning standards where adopted under Ordinance 5724. The density range allowed in the R-8 zone is a minimum of 4.0 to a maximum of 8.0 dwelling units per acre (du/ac). The area located within dedicated right-of-way, private access easements/tracts, and critical areas would be deducted from the gross site area to determine the "net'' site area prior to calculating density. After the deduction of the 2,286 square foot access tract, the project site would have a net site area of 23,121 square feet (0.53 acres). The proposal for 3 lots would result in a net density of 5.66 dwelling units per acre (3 lots / 0.53 h :\ced\pla n ni ng\cu rrent plan ni n g\prea p ps \14--001488.j i 11\14-0-01488 .doc NE 24th Street Short Pia --E14-0014S8 Page 2 of4 November 20, 2014 acres = 5.66 du/ac), which is within the density range permitted in the R-8 zone. A density worksheet would be required at the time of formal land use application. 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 (noted as "R-8 standards" herein). Minimum Lot Size. Width and Depth -The minimum lot size permitted in Zone R-8, according to interim zoning standards, is 7,000 square feet for parcels being subdivided. Minimum lot width is 60 feet for interior lots; minimum lot depth is 90 feet. The proposed lots would have lot areas of 6,601 square feet {Lot 1), 6,601 square feet (Lot 2), and 9,919 square feet (Lot 3). The proposed lots would have widths of 81.02 feet (Lot 1), 81.60 feet (Lot 2), and 61 feet (Lot 3). The proposed lots would have depths of 95.24 (Lots 1 and 2) and 162.62 (Lot 2}. Proposed Lots 1 and 2 would not comply with the minimum 7,000 square foot minimum Lot size. The short plat layout would need to be revised to provide the minimum 7,000 square foot lot area for all 3 proposed lots. The proposed lots would comply with the minimum width, and depth . requirements. Building Standards -The interim standards allow a maximum building coverage of 40% of the lot area. The maximum impervious coverage in the R-8 zone is 55%. Building height is restricted to 30 feet. Detached accessory structures must remain below a height of 15 feet and one-story. Accessory structures are also included in building lot coverage calculations. The proposal's compliance with the building standards would be verified at the time of building permit review. Setbacks -Setbacks are the minimum required distance between the building footprint and the property line. The interim required setbacks for the R-8 zone are: Front yard: 25 feet for the primary structure. Rear yard: 25 feet. Side yards: 7,5-feet, except 17.5-feet for side yards along a street or access easement. Proposed building footprints were included with the proposed short plat layout drawing. It appears that the footprints for proposed Lots 1 and 2 would need to be revised to provide the required 25-foot front setback and 7 .5 foot side yard setbacks. The footprint for proposed Lot 3 would need to be revised to provide the required 7.5 foot side yard setbacks. It appears the proposed lots would provide adequate area for compliance with the required setbacks. Setbacks would be vested at time of complete Short Plat application submittal. Setbacks would be verified at the time of building permit review. Lot Configuration -One of the following is required: 1. Lot width variation of 10 feet (10'} minimum of one per four (4) abutting street-fronting lots, or 2. Minimum of four (4) lot sizes {minimum of 400 gross square feet size difference), or 3. A front yard setback variation of at least five feet (5'} minimum for at least every four (4) abutting street fronting lots. Based on the proposed lot sizes, it appears the short plat would comply with option 2 above. h:\ced\planning\current planning\preapps\14-001488.jill\14-001488.doc NE 24 1h Street Short Pia Page 3 of4 November 20, 2014 £14-001488 Building Design Standards -The proposed structure would be subject to the Residential Design Standards outlined in RMC 4-2-115. The proposal's compliance with the residential design standards would be verified at the time of building permit review. Access/Parking: Access to the lots is proposed via driveways off of NE 24'" Street. Each lot is required to accommodate off street parking for a minimum of two vehicles. Driveways: The maximum driveway slopes cannot exceed 15%, provided that driveways exceeding 8% are to provide slotted drains at the lower end of the driveway. If the grade exceeds 15%, a variance is required. The maximum width of single loaded garage driveways shall not exceed nine feet (9'} and double loaded garage driveways shall not exceed sixteen feet (16'). Landscaping -Except for critical areas, all portions of the development area not covered by structures, required parking, access, circulation or service areas, must be landscaped with native, drought-resistant vegetative cover. The minimum on-site landscape width required along street frontages is 10 feet. Please refer to landscape regulations (RMC 4-4-070} for further general and specific landscape requirements (enclosed}. A conceptual landscape plan shall be submitted at the time of Short Plat application. Significant Tree Retention: If significant trees (greater than 6-inch caliper} are proposed to be removed a tree inventory and a tree retention plan along with a tree retention worksheet shall be provided with the formal land use application. The tree retention plan must show preservation of at least 30 percent of significant trees, and indicate how proposed building footprints would be sited to accommodate preservation of significant trees that would be retained. If the trees cannot be retained, they may be replaced with minimum 2 inch caliper trees at a ratio of six to one. The City is in the process of revising the Tree Retention Regulations, it is anticipated that new regulations would be adopted before the end of this year. According to the most current draft of the new regulations, in addition to retaining 30 percent of existing significant trees, each new lot would be required to provide a minimum tree density of 2 trees per S,000 square feet of lot area onsite. A tree retention plan and a tree retention worksheet would be required at the time of formal land use application. Critical Areas: The City of Renton's critical areas maps identify sensitive slopes (slopes with a grade between 25 and 40 percent}, high landslide hazards, and aquifer protection area 2 on the subject site. A geotechnical study and erosion control plan would be required with the formal land use application. The study shall demonstrate that the proposal will not increase the threat of the geological hazard to adjacent properties beyond the pre-development conditions, the proposal will not adversely impact other critical areas, and the development can be safely accommodated on the site. In addition, the study shall assess soil conditions and detail construction measures to assure building stability. The overall purpose of the aquifer protection regulations is to protect aquifers used as potable water supply sources by the City from contamination by hazardous materials. Some uses are restricted that store, handle, treat, use, or produce substances that pose a hazard to groundwater quality. If fill is used, then a fill source statement is needed. Environmental Review: Short plats of 9 or fewer lots are exempt from Environmental (SEPA} Review. Permit Requirements: The proposal would require approval of an administrative short plat. The administrative short plat request would be reviewed within an estimated time frame of six to h:\ced\planning\current planning\preapps\14-001488.jill\14--001488.doc NE 24" Street Short Pia E14-001488 Page4of4 November 20, 2014 eight weeks. The 2014 fee for a short plat application is $1,442.00 ($1,400.00 plus 3% Technology Surcharge Fee). The 2015 fee for a short plat application will be $2,060 ($2,000 plus 3% Technology Fee). Detailed information regarding the land use application submittal is provided in the attached handouts. The applicant will be required to install a public information sign on the property. Detailed information regarding the land use application submittal requirements is provided in the attached handouts. Once Preliminary Short Plat approval is obtained, the applicant must complete the required improvements and dedications, as well as satisfy any conditions of the preliminary approval before submitting for Final Short Plat review. Once final approval is received, the plat may be recorded. The newly created lots may only be sold after the plat has been recorded. Fees: In addition to the applicable building and construction fees, impact fees would be required. Such fees would apply to all projects and would be calculated at the time of building permit application and payable prior to building permit issuance. The fees for 2014 and 2015 are as follows and fees may change year to year: • Transportation Impact Fee -$1,430.72 (2014) or $2,143.70 (2015) per new single-family house; • Park Impact Fee -$963.01 (2014) or $1,395.25 (2015) per new single-family house; and • Fire Impact Fee -$479.28 (2014 and 2015) per new single-family house. A handout listing the impact fees is attached. A Renton School District Impact Fee, which is currently $5,455.00 (2014) or $5,541 (2015) per new home, would be payable prior to building permit issuance. A handout listing all of the City's Development related fees in attached for your review. Note: When the formal application materials are complete, the applicant is strongly encouraged to have one copy of the application materials pre-screened at the 6th floor front counter prior to submitting the complete application package. Please call or email Jill Ding, Senior Planner at 425-430-6S98 or jding@rentonwa.gov for an appointment. Expiration: Upon approval, the short plat is valid for two years with a possible one year extension. h:\ced\planning\current planning\preapps\14-001488.jill\14-001488.doc ~ !1 iii <:::! ~ s: LU "' I ll:'. z R-4 g.i I- :g s: 25 ZONING MAP BOOK PLANNING -TECHNICAL SERVICES PRINTED DATE: 10102/2013 This document isa graphic representation, not gua-anteed to survey accura::y, and is basea' on the best Information available as uflhe date .tlown. Ttis map is intended la-City display pUrposes onlv. Community & Economic Development R-4 R-4 . R,8 R-8 R-8 C4E 32 T24N RSE E 112 RC R~B E4E 08 T23N R5E E 112 0 420 ----..I 040 I Feet --1:8,780 RC D4E 05 T23N R5E E 112 Paga12of60 City Limits D (CORJ Commarcia~Offlce/Residential D (R-4} Residential 4dutac CJ REN'TON D (CV) Center Vmaga D (R-8) Residential Sdu/ac [..:::J PotentlalAnnexati011 Area D ~HJ Industrial Heavy D (RC) Resource Conse1Vation Zoning Designation CJ (IL) Industrial Light c:J {RM-FJ Residential MJtti.famlly D (CA) Cammen:;ialArtErial CJ (IM) Jnduslrial Medium c:J (RM-1) Resi. Mulli-Farrily Traditional D (CO)Center Downilwn O\'R-1) Residenfia/ 1dulac CJ (RM-U) Resl. MJIII-Famlly Urba, Center G!f"""':'YE CJ (CNJ Commercial Naigh~orflood D (R-10) Residential 10dulac c:J (RI.ti) ResMelllial MarolactlJred Homes ,.....-u."" ....... D D D ------1.i_ t:'JJ.' t {j ..f J ~) (CO) Commercial Office (R-14) ResidEinllal 14du/ae (UC-N1} Urban Cen1« North f ----------------~=='='=======:!__---------------------~CJ.___-""(UC-N2)UrbanCente-Ncrth2 N i NE 24th 3-Lot Short Plat PROJECT NARRATIVE • Project name, size and location of site: The NE 24th 3-Lot Short Plat is located on the north side of NE 24th St., between Kennewick Ave NE and Monterey Ave NE, Tax Parcels 813210-0120 and 81320-0130. The total area of the site is 25,400 sq. ft. (gross) • Land use permits required for proposed project: Short Plat approval. • Zoning description of the site and adjacent properties: The current zoning of the property is R-8. The adjacent property is zoned R-8. Property to the north, east and south is single family residential (R-8). • Current use of the site and any existing improvements: The site is vacant. • Special site features (i.e., wetlands, water bodies, steep slopes): The site has 10% to 25% percent slopes. • Statement addressing soil type and drainage conditions: Per the geotech report prepared for this project, the site is underlain with clean, medium sand. • Proposed use of the property and scope of the proposed development: Proposed 3-Iot single-family residential development of two existing tax parcels. • For plats indicate the proposed number, net density, and range of sizes of the new lots: Three lots, with lot sizes of 7,023 sq ft, 8,767 sq ft and 9,610 sq ft with a net density of 5.6 units per acre. • Access: Lots 1 & 2 will access directly to NE 24th St., Lot 3 will be served by an 18 ft access easement from NE 24th St. • Proposed off-site improvements (i.e., installation of sidewalks, fire hydrants, sewer main, etc.): No frontage improvements are proposed. There site is currently fronted by a sidewalk and landscaping. A street modification request has been applied for to allow the existing 6.5' planter strip to remain, rather than reconstructing for a 8' planter strip. • Total estimated construction cost and estimated fair market value of the proposed project: Construction cost of about $30,000 and an estimated fair market value of $200,000 ± • Estimated quantities and type of materials involved if any fill or excavation is proposed: Some grading will be required to raise Lot for access and some onsite driveway improvements, estimated to be about 400 cu-yds. • Number, type and size of any trees to be removed: Thirty percent of seven trees are required to be retained=>2.l trees. Three tree will be retained. There will be a multi-trunk Maple, 8" and 10" undetermined species trees, and a large multi-trunked "hazel" that will be removed with this project. • Explanation of any land to be dedicated to the City: None. • Any proposed job shacks, sales trailers, and/or model homes: NIA • Any proposed modifications being requested: A street modification request has been applied for to allow the existing 6.5' planter strip to remain, rather than reconstructing for a 8' planter strip. • Distance in feet from the wetland or stream to the nearest area of work: NIA December 24, 2014 Steve Lee, Development Engineering Manager City of Renton 1055 S Grady Way, 6th Floor Renton, WA 98057 RE: NE 24th Street 3-Lot Short Plat Street Modification Request Dear Steve; We are working on a preliminary short plat dividing 2 existing residential lots into three lot. We have been asked to provide, per code, a minimum R/W width of 53 ', a 26' wide paved road with 0.5' vertical curbs, 8' wide landscape strip, a 5' wide sidewalk, and street lights. Existing R/W width of 60'. On the 30' subject side (north side) of the R/W, there is existing 18' of asphalt paving, a vertical curb, a 6.5' planter strip, a 5' sidewalk and four street trees and two spaced street lights in the planter strip-the sidewalk is butted up against the R/W. On the opposite side there is existing 16' of asphalt paving (total 34'), a vertical curb, and a 5' sidewalk (most of the way). The existing roadway is nice and provides the required more roadway than is currently required and also provides the required pedestrian improvements. The 6.5' planter strip is functioning as well. The existing street meets the required standards except that the planter strip is 6.5' rather that the code- specified 8'. Because the paving width is 2' wider on the subject side of the R/W, there is no room in the R/W for an additional 1.5' of planter strip without removing the curb and reconstructing it 1.5' into the existing roadway. We request that the frontage be allowed to remain as is without providing the additional 1.5' of planter strip. If you have questions or need additional information, please call me at 425-392-0250 or email me at tredding@encompasses.net Sincerely, Encompass Engineering ~~l)l)rtv~ Tom Redding Y:\Jobs (J)\14\!4690 Bill Hughes Sunset Hi1ls\DOCS1Short Plat Submittal Ttems\Road Variance.docx Western Washington Division 165 NE Juniper St., Ste 201, Issaquah, WA 98027 Phone: (425) 392-0250 Fax: (425)391-3055 www.EncompassES.net Eastern Washington Division I 08 East 2°• Street, Cle Elum, WA 98922 Phone: (509) 674-7433 Fax: (509) 674-7419 DEPARTMENT OF ~~MMUNITY AND ECONOMIC DEVELOPMENT RIGHT OF WAY USE I DEFERRAL I WAIVER I VARIANCE I FEE IN LIEU APPLICATION Planning Division I Development Engineering Section 1055 S Grady Way-Renton, WA 98057 Phone: (425) 430-7200 I Fax: (425) 430-7231 Project Name: NE 24th Street 3-Lot Short Plat Site Address: 1908 NE 24th Street legal Description of Property: Lots 12/13 Sunset Hill, Vol. 169 Plats, Page 51, King County Include King County Assessors Parcel No: 813210-0120 and 81320-0130 Applicant: Bill Hughes Phone: -------- Cell: 425-444-3367 Business Address: 14401 Issaquah-Hobart Road City/State: Issaquah, WA Zip: 98027 Attach a letter of request with this application, stating in detail: 1. Applicable City Code and Sub-ordinance 2. Items and quantities involved 3. Justification for request 4. Amount of time requested 5. Provide a vicinity map (8 Y.i" x 11") 6. Provide a drawing of the site (8 Y.i" x 11") Mail or drop off the completed application and map/drawing to: Steve lee, Development Engineering Manager City of Renton 1055 S Grady Way, 6'h Floor Renton, WA 98057 (425) 430-7299 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 the application is incomplete or if additional information is required. Applicant's sfir;ure For City Use ly Deferral D New 0 Extension Variance D New D Extension Offsite D Underground D Driveway Onsite 0 Slopes O Noise D Excess Right of Way D Fee In Lieu D waiver H :\CED\Data \Forms-T emplates\Self-Help Ha ndouts\Pu blic Works \ROWa n dDeferral. docx 08/14 l -(-- 1.5' ::';k ,~Y"U/2o·w .L 1 '°'·"· , a -=i rr, 1~,i,· Y / 77 P 7° 1 1-1 p 7 -I 1 y PLAT OF SUNSET HILLS VOL. 169, PG. 52 LOT 11 ;!; ~ 11 I / // // I I I I r N ~-/ I i I I tl~ 3D 1 _0_1·, 0 7 IEX. CURB/5' SlllEW.llJ(/6.5' PLIHTER STRIP TO REMAIN I w EX. EX. DRIVEWAY w. . I <: "-+---\@. I . . ·" ... ;.., ~ ... -~-- ' EX. .g DRIVEWAY DRIVEWAY 12' $ r ,o r,1· .... ~ PROPOSE ~:,00~ I 4' ROCKE~Y · TRACT B ,--"'Tl t/ EXISTING .!'i ·GATED "'I· TR~CT ,. ~ " is . "OAO "'I . . . . . :tr' · I I APPROX. LOCATION OF ~ I EX 8" WATER ' 1.. . . . I I PROPOSED 18' 1 . . . --1 INGRESS/EGRESS/ UTILITY EASEMENT . . PROPOSED 16' 'ii I I .... f I I PAie) DRIVEWAY I FOR LOT 3 ONLY EX. STREET LIGHT TO BE RELOCATED WATER MANHOLE RIM=J01 TOP OF = INV==29 12~ .E, 24Ttt1STREET f / ·-• • ··~-·~=~~~~ . ~-) .. ,.-.l!J'."~;t· w~----, 4 ··1 .·.·.··--s'~- . . . . .. . . .. : Cl; "· i t \ .L ---,--AIN EX. DRIVEWAY EX. DRIVEWAY -,, LOT 26 . >b . ··+···· .... . . . . . . ...... .. NEW 1• WATER MElER FOR LOT J -----r I . _Jo . ~, .. ' @ EX. DRIVEWAY I PLAT OF STQNE CASTLE VOL. 200, F'f;S. 59-61 £,! ~ s: UJ "' a::. z M "' I- "' 0 :;: ..,. 0 R-1 \ __ ' N CN \ ZONING MAP BOOK PLANNING • TECHNICAL SERVJCES PRINTED DATE: 10/02/2013 This dccument is a gr"!Jhlc representation, not !1Ja"alteed lo 5UIY!IY accur~,. aid Is based on file IJEISI infomlalion available as of!hs date itrawn. Tiis map Is intended fa-City tisplay ,:Ull)OleSOlll'(. Community & Economic Development C.I!.. -c&l,lt"~ M--ldnd~ ~ GUf<>&!' ....,.... .. ..--.°'rd " _:;" -----·l~~Tir(i.f}~~·; _ .. __ .,..y_ . ...,, -. R-4 R-1 t _l ~~ .· ' i I l I .. 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SP124-78- rl 3 7812149020 LOT 1 249.: ' Sr' 195 52.20 ,,;,;,. ,,a ;:!' 19 : N M M M ,.-, ..... 694 'jjj. 0190 · 1 ~1 ',. 31 20 • ')6# >:2:00 ' s2.19r..., .o. 28 2.95 1),i,, .... 21 .,.,:, '"2 .47 6>3i o;:: LO ~ 252, S 80- L NE 34TH St. 3-LOT SHORT PLAT CONSTRUCTION MITIGATION DESCRIPTION Proposed construction start date will be approximately in Spring 2015 and completion will be in approximately two months. Hours of operation will be 7:00 A.M. to 4:00 P.M. Monday through Friday. Proposed hauling/transportation route will be east on NE 24th St. to Aberdeen Ave. Water trucks, street sweepers and any other requirements deemed necessary would 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 when necessary. 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. 25,400 2. Deductions: Certain areas are excluded from density calculations. These include: Public streets** 0 square feet Private access easements** 1,762 square feet Critical Areas* 0 square feet Total excluded area: 2. 1,762 3. Subtract line 2 from line 1 for net area: 3. 23,638 square feet square feet square feet 4. Divide line 3 by 43,560 for net acreage: 4. __ o_.5_4 ___ acres 5. Number of dwelling units or lots planned: 5. ___ 3 ___ units/lots 6. Divide line 5 by line 4 for net density: 6. _5_.6 __ = dwelling units/acre *Critical Areas are defined as "Areas determined by the City to be not suitable for development and which are subject to the City's Critical Areas Regulations including very high landslide areas, protected slopes, wetlands or floodways_" Critical areas buffers are not deducted/excluded. •• Alleys (public or private) do not have to be excluded. R :\PW\DE V SER V\Forms\Planning\densi ty .doc Last updated: l l/08/2004 City of Renton TREE RETENTION WORKSHEET 1. Total number of trees over 6" in diameter1 on project site: 1. ___ 7 ___ 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 areas 3 and buffers o trees Total number of excluded trees: 3. Subtract line 2 from line 1: 2. __ _:co ___ trees 3. ___ 7~-trees 4. Next, to determine the number of trees that must be retained4, multiply line 3 by: 0.3 in zones RC, R-1, R-4, or R-8 0.1 in all other residential zones 0.05 in all commercial and industrial zones 4. __ 2.1 __ trees 5. List the number of 6" or larger trees that you are proposing 5 to retain 4 : 5. 2 ___ trees 6. Subtract line 5from line 4 for trees to be replaced: (If line 6 is less than zero, stop here. No replacement trees are required). 6. ___ o ___ trees 7. Multiply line 6 by 12" for number of required replacement inches: 7. ___ o ____ inches 8. Proposed size of trees to meet additional planting requirement: (Minimum 2" caliper trees required) 8. 9. Divide line 7 by line B for number of replacement trees 6 : (if remainder is .5 or greater, round up to the next whole number) 1 -Measured at chest height. 9. ------- ------- inches per tree trees 2 -Dead, diseased or dangerous trees must be certified as such by a forester, registered landscape architect, or certified arborist, and approved by the City. 3 -Critical Areas, such as wetlands, streams, floodplains and protected slopes, are defined in Section 4-3-050 of the Renton Municipal Code (RMC). 4 -Count only those trees to be retained outside of critical areas and buffers. 5 · The City may require modification of the tree retention plan to ensure retention of the maximum number of trees per AMC 4-4-130H7a 6 · Inches of street trees, inches of trees added to critical areas/buffers, and inches of trees retained· ori site ·ttiat are less than 6" but are greater than 2" can be used to meet the tree replacement requirement. H:\CED\Data\Forms-Templates\Self-Help Handouts\pJanning\TreeRetentionWorksheet.doc 12/08 , Ph 253-896-1011 }ix 253-896-2633 WH Hughes Company, Inc. 14404 Issaquah-Hobart Road, Suite 104 Issaquah, Washington 98027 ( 425) 444-3367 Mr. Bill Hughes GeoResources, LLC 5007 Pacific Hwy E., Ste. 16 Fife, Washington 98424 December 22, 2014 Geotechnical Engineering Report Proposed Short Plat NE 24'" Street Renton, Washington PN: 813210-0120 & -0130 Job No. WHHughes.NE24thSt.RG INTRODUCTION & SCOPE This report presents the results of our subsurface explorations, literature review, and engineering analysis and provides geotechnical design recommendations for the proposed short plat to be constructed on NE 24'" Street in Renton, Washington, as shown on Figure 1. The site is currently undeveloped. The short plat will consist of three residences, two that occupy the bottom two thirds of each parcel, and the third occupies the top one third of each parcel. The short plat will be accessed via three new driveways, two of the proposed driveways will extend north from NE 24'" Street to the residences on the southern parcels, while the third driveway will extend between the two southern parcels back to the north lot. We anticipate that the residences will be 2-story, wood-framed structures supported on conventional spread and continuous concrete foundations. The remainder of the site will be covered with grass lawn and landscaping. Current site conditions and topography is included as Figure 2. The purpose of our services was to evaluate the surface and subsurface conditions at the site as a basis for developing and providing geotechnical engineering and stormwater management recommendations for the proposed development. Specifically, our scope of services for the project included the following: 1. Visiting the site and conducting a geologic reconnaissance to assess the site's soil, groundwater and slope conditions; 2. Exploring the subsurface conditions by excavating four test pits across the site; 3. Addressing the City of Renton Critical Areas Ordinance for potential geological hazards; 4. Providing geotechnical design recommendations for foundation, floor slab, and pavement; and 5. Providing infiltration rates for the stormwater facility, as appropriate. WHHughes.NW24thSt.RG December 22, 2014 Page2 SITE CONDITIONS Surface Conditions The undeveloped parcels are located in an area of existing residential development. Both parcels are generally rectangular in shape, measure about 81 feet wide (east to west) by 155 feet deep (north to south) and encompass about 0.58 acres total. The site is bounded by existing residences on the west, north, and east and by NE 24'" Street on the south. Site grades generally slope down from NE 241" Street to the northwest. Current grades range from about 13 to 15 percent. Total vertical relief across the site is on the order of 30 feet. The approximate site topography, and contour lines obtained from the King County iMap website is shown on the attached Site & Exploration Plan, Figure 2. The site is currently undeveloped and is mostly covered with grass lawn and a few scattered trees. A fence separates the parcel into a front and rear yard area. Site Soils The USDA Natural Resource Conservation Service (NRCS) Web Soil Survey for King County maps the soils underlying the site to be the Indianola Loamy Sand {lnC) soils. The Indianola soils are derived from sandy glacial outwash and form on slopes of 6 to 15 percent. These soils are listed as having a "moderate" erosion hazard and are listed in hydrologic soils group A. A copy of the NRCS Soil Survey for the site area is attached as Figure 3. Geologic Conditions The Washington Interactive Geologic Map, Division of Geology and Earth Resources -Washington's Geological Survey maps the site as being underlain by a sequence of recessional outwash (Qgo) that was deposited during the most recent Vashon Stade of the Fraser Glaciation, approximately 12,000 to 15,000 years ago. The Recessional outwash consists of poorly stratified sand and gravel that was deposited ~Y meltwater streams and rivers emanating from the retreating glacial ice mass. The outwash is considered normally consolidated. An excerpt from the referenced map is included as Figure 4. Subsurface Conditions We evaluated subsurface conditions on November 24, 2014 by excavating a series of four test pits with a small track-mounted excavator working for GeoResources, LLC. The test pits extended to depths ranging from 7 to 71-1, feet below the existing ground surface. The test pits were located in the field by our representative by pacing from existing site features. The approximate test pit locations are indicated on the attached Site Plan as Figure 2 and summarized below in Table 1. TABLE 1 APPROXIMATE LOCATIONS, ELEVATIONS AND DEPTHS OF EXPLORATIONS Test Pit Surface Termination Termination Number Functional Location Elevation Depth Elevation lfeetl lfeetl lfeetl TP-1 SW corner of proposed east front lot -302 71'2 2941'2 TP-2 SW corner of proposed west front lot -292 7 285 TP-3 South of fence, between two front lots -290 7 283 TP-4 North of aate to back lot -277 7 270 Elevation datum: King County IMap A geologist from our office continuously monitored the excavations, maintained • WHHughes.NW24thSt.RG December 22, 2014 Page3 logs of the subsurface conditions encountered in each test pit, obtained representative soil samples, and observed pertinent site features. Representative soil samples obtained from the test pits were placed in sealed plastic bags and taken to our laboratory for further examination and testing, as deemed appropriate. Subsurface Conditions Our test pits encountered uniform subsurface conditions that generally confirmed the mapped stratigraphy. Our test pits encountered approximately 2 to 3 inches of topsoil/duff mantling a loose orange/brown fine to medium sand with some silt and roots/organics. Underlying these surficial soils, our test pits encountered a light brown medium course sand with a trace silt, the we interpret to be the mapped recessional outwash. The outwash was encountered to the full depth explored in all of our test pits. The subsurface conditions encountered in each test pit are described below in Table 2. TABLE2 APPROXIMATE THICKNESSES, DEPTHS, AND ELEVATIONS OF SOIL LAYERS ENCOUNTERED IN EXPLORATIONS Depth to Elevation of Thickness of silty Test Pit Thickness of Medium Dense Medium Dense fine Sand Number Topsoil (Weathered Outwash) Outwash Sand Outwash Sand (feet) (Outwash) (Outwash) (feet) (feet) (feet) TP-1 v., 4 4¥.e 297¥.e TP-2 v., 1 1 v., 290¥.e TP-3 % 1~ 2 288 TP-4 ~ 3~ 3Yz 273Y2 Elevation datum: Kino Countv iMan The soils encountered were visually classified in accordance with the Unified Soil Classification System (USCS) described on Figure 5. The test pit logs are included as Figures 6. Groundwater Conditions No groundwater seepage was encountered in our test pits at the time of digging. Based on the nature of the near surface soils, we anticipate fluctuations in the local groundwater levels will occur in response to precipitation patterns, off-site construction activities, and site utilization. CRITICAL AREA The City of Renton Critical Areas Ordinance (Ordinance 5137), Section 11, Chapter B, lists the various critical areas covered by Ordinance 5137, including: 1. Lands to Which These Regulations Apply: The following critical areas, classified in subsections H.1 through M.1 of this Section, are regulated by this section: a. Aquifer Protection Areas. b. Areas of Special Flood Hazard. c. Sensitive Slopes, twenty five percent (25%) to forty percent (40%) and Protected Slopes, forty percent (40%) or greater. d. Medium, High, and Very High Landslide Hazard Areas. WHHughes.NW24thS1.RG December 22, 2014 Page4 e. High Erosion Hazards. f. High Seismic Hazards. g. Medium and High Coal Mine Hazards. h. Volcanic Hazard Areas. i. Critical Habitats. j. Streams and Lakes. The Geologic Hazards defined by Ordinance 5137 are described in Section II, Chapter J, and include: Steep Slopes a. Steep Slopes: i. Steep Slope Delineation Procedure: The boundaries of a regulated steep sensitive or protected slope are determined to be in the location identified on the City of Renton's Steep Slope Atlas. An applicant's qualified professional may substitute boundaries independently derived from survey data for the City's consideration in determining the boundaries of sensitive or protected steep slopes. All topographic maps shall utilize two (2) foot contour intervals or the standard utilized in the City of Renton Steep Slope Atlas. ii. Steep Slope Types: (a) Sensitive Slopes. (b) Protected Slopes. The site slopes typically range from 13 to 15 percent across the site. In our opinion, the slopes do not meet the definition of a steep slope area. Landslide Hazards b. Landslide Hazards: i. Low Landslide Hazard (LL): Areas with slopes less than fifteen percent (15%). ii. Medium Landslide Hazard (LM): Areas with slopes between fifteen percent (15%) and forty percent (40%) and underlain by soils that consist largely of sand, gravel or glacial till. iii. High Landslide Hazards (LH): Areas with slopes greater than forty (40%), and areas with slopes between fifteen percent (15%) and forty percent (40%) and underlain by soils consisting largely of silt and clay. iv. Very High Landslide Hazards (LV): Areas of known mappable landslide deposits. No evidence of historic or active landslide activity was observed during or site visit, nor were any areas of landslide activity or mass wasting deposits shown on or within the vicinity of the site by the Washington Interactive Geologic Map. Given the mapped and observed site slopes, we would interpret the site to be a low landslide hazard area. Erosion Hazards c. Erosion Hazards: i. Low Erosion Hazard (EL): Areas with soils characterized by the Natural Resource Conservation Service (formerly U.S. Soil Conservation Service) as having slight or moderate erosion potential, and that slope less than fifteen percent (15%). WHHughes.NW24thSt. RG December 22, 2014 Page 5 ii. High Erosion Hazard (EH): Areas with soils characterized by the Natural Resource Conservation Service (formerly U.S. Soil Conservation Service) as having severe or very severe erosion potential, and that slope more steeply than fifteen percent (15%). The NRCS Web Soil maps the soils underlying the site to be the Indianola loamy sand (lnC) soils. The Indianola soils are listed as having a "moderate" erosion hazard. Given the site slopes and mapped/encountered soil types, it is our opinion that the site has a Low Erosion Hazard. Seismic Hazards d. Seismic Hazards: i. Low Seismic Hazard (SL): Areas underlain by dense soils or bedrock. These soils generally have site coefficients of types S 1 or S2, as defined in the Uniform Building Code. ii. High Seismic Hazard (SH): Areas underlain by soft or loose, saturated soils. These soils generally have site coefficients of types S3 or S4, as defined in the Uniform Building Code. Based on our observation and the subsurface units mapped at the site, we interpret the structural site conditions to correspond to a seismic Site Class "D" in accordance with Table 1613.5.2 in the 2012 IBC (International Building Code) documents. This is based on the likely range of equivalent SPT (Standard Penetration Test) blow counts for the soil types observed in the site area. These conditions were assumed to be representative for the conditions based on our experience in the vicinity of the site. Liquefaction is a phenomenon where there is a reduction or complete loss of soil strength due to an increase in pore water pressure. The increase in pore water pressure is induced by seismic vibrations. Liquefaction mainly affects geologically recent deposits of loose, fine-grained sands that are below the groundwater table. It is our opinion that the risk for liquefaction to occur at this site during an earthquake is negligible. Coal Mine Hazards e. Coal Mine Hazards: i. Low Coal Mine Hazards (CL): Areas with no known mine workings and no predicted subsidence. While no mines are known in these areas, undocumented mining is known to have occurred. ii. Medium Coal Mine Hazards (CM): Areas where mine workings are deeper than two hundred feet (200) for steeply dipping seams, or deeper than fifteen (15) times the thickness of the seam or workings for gently dipping seams. These areas may be affected by subsidence. iii. High Coal Mine Hazard (CH): Areas with abandoned and improperly sealed mine openings and areas underlain by mine workings shallower than two hundred feet (200) in depth for steeply dipping seams, or shallower than fifteen (15) times the thickness of the seam or workings for gently dipping seams. These areas may be affected by collapse or other subsidence. According to the published geologic maps, there is not known mine workings on or within the immediate vicinity of the site. Therefore, the site has low coal mine hazard rating. WHHughes.NW24thSt.RG December 22, 2014 Page6 Volcanic Hazards f. Volcanic Hazards: Volcanic hazard areas are those areas subject to a potential for inundation from post lahar sedimentation along the lower Green River as identified in Plate II, Map D, in the report U.S. Department of the Interior, U.S. Geological Survey (Revised 1998). Volcano Hazards from Mount Rainier, Washington. Open-File Report 98-428. According to the Volcano hazards from Mount Rainier, Washington by Hoblitt, R. P.; Wilder, J. S.; Driedger, C. L.; Scott, K. M.; Pringle, P. T.; Vallance, J. W. (USGS Open- File Report: 98-428, revised 1998) the site is not listed within the Lower White and Green River lahar floodways. CONCLUSIONS AND RECOMMENDATIONS Based on the soils encountered in our explorations, laboratory analyses, and our engineering analysis, it is our opinion that the construction of the proposed short plat is feasible from a geotechnical engineering standpoint. Site Preparation and Grading All structural areas on the site to be graded should be stripped of vegetation, organic surface soils, and other deleterious materials. Organic topsoil will not be suitable for use as structural fill, but may be used for limited depths in non-structural areas. Based on the encountered subsurface conditions, stripping depths range from 3 to 12 inches. Where placement of fill material is required, the stripped/exposed subgrade areas should be compacted to a firm and unyielding surface prior to placement of any fill. Excavations for debris removal should be backfilled with structural fill compacted to the densities described in the "Structural Fill" section of this report. The exposed subgrade soil should be proof-rolled with heavy rubber-tired equipment during dry weather or probed with a 1/2-inch-diameter steel rod during wet weather conditions. Any soft, loose or otherwise unsuitable areas delineated during proof- rolling or probing should be recompacted, if practical, or over-excavated and replaced with structural fill. Structural Fill Structural fill should be placed in horizontal lifts of appropriate thickness to allow adequate and uniform compaction of each lift. Fill should be compacted to at least 95 percent of MDD (maximum dry density as determined in accordance with ASTM D-1557). The appropriate lift thickness will depend on the fill characteristics and compaction equipment use, but is typically limited to 8 inches. The suitability of material for use as structural fill will depend on the gradation and moisture content of the soil. As the amount of fines (material passing US No. 200 sieve) increases, soil becomes increasingly sensitive to small changes in moisture content and adequate compaction becomes more difficult to achieve. During wet weather, we recommend use of well-graded sand and gravel with less than 5 percent (by weight) passing the US No. 200 sieve based on that fraction passing the 3/4-inch sieve, such as "Gravel Backfill for Walls' (9-03.12(2)). If prolonged dry weather prevails during the earthwork and foundation installation phase of construction, higher fines content (up to 10 to 12 percent) will be acceptable. Material placed for structural fill should be free of debris, organic matter, trash and cobbles greater than 6-inches in diameter. The moisture content of the fill material should be adjusted as necessary for proper compaction. WHHughes.NW24thSt.RG December 22, 2014 Page 7 Suitability of On-Site Materials as Fill During dry weather construction, any non-organic on-site soil may be considered for use as structural fill; provided it meets the criteria described above in the "Structural Fill" section and can be compacted as recommended. If the soil material is over-optimum in moisture content when excavated, it will be necessary to aerate or dry the soil prior to placement as structural fill. The native outwash sand has a low amount of fines content and will be suitable to use as fill during a wide range of moisture conditions. However, we do expect that the soil will become difficult to reuse as structural fill during extended periods of wet weather or when the soil is work at 3 percent or more above optimum moisture content. We recommend that completed graded-areas be restricted from traffic or protected prior to wet weather conditions. The graded areas may be protected by paving, placing asphalt-treated base, a layer of free-draining material such as pit run sand and gravel or clean crushed rock material containing less than 5 percent fines, or some combination of the above. Foundation Support Based on the subsurface soil conditions encountered in our test pits, we anticipate that the residences will be supported on the native outwash soils. We recommend a minimum width of 18 inches for isolated footings and at least 12 inches for single story or 16 inches multi-story structures for continuous wall footings. All footing elements should be embedded at least 18 inches below grade for frost protection. Footings founded as described above can be designed using an allowable soil bearing capacity of 2,000 psf (pounds per square foot) for combined dead and long-term live loads. The weight of the footing and any overlying backfill may be neglected. The allowable bearing value may be increased by one-third for transient loads such as those induced by seismic events or wind loads. Lateral loads may be resisted by friction on the base of footings and floor slabs and as passive pressure on the sides of footings. We recommend that an allowable coefficient of friction of 0.30 be used to calculate friction between the concrete and the underlying native outwash. Passive pressure may be determined using an allowable equivalent fluid density of 300 pcf (pounds per cubic foot). Factors of safety have been applied to these values. We estimate that settlements of footings designed and constructed as recommended will be less than 1 inch, for the anticipated load conditions, with differential settlements between comparably loaded footings approach total settlements. Most of the settlements should occur essentially as loads are being applied. However, disturbance of the foundation subgrade during construction could result in larger settlements than predicted. We recommend that all foundations be provided with footing drains. Floor Slab Support Slab-on-grade floors, where constructed, should be supported on the native outwash or properly placed and compacted structural fill. We recommend that floor slabs be directly underlain by a minimum 4-inch thickness capillary break material such as pea gravel, or Gravel Backfill for Drains (WSDOT 9-03.1214). The capillary break material should be placed in one lift and compacted to an unyielding condition. A synthetic vapor barrier is recommended to control moisture migration through the slabs. This is of particular importance where the foundation elements are underlain by the silty till, or where moisture migration through the slab is an issue, such as where adhesives are used to anchor carpet or tile to the slab. WHHughes.NW24thS1.RG December 22, 2014 Page 9 We trust this is sufficient for your current needs. Should you have any questions, or require additional information, please contact us at your earliest convenience. Respectfully submitted, GeoResources, LLC KSS:DCB:kss Keith S. Schembs, LEG Principal OoclD: WHHughes.NW24thSt.RG Attachments: Figure 1: Site Vicinity Map Figure 2: Site and Exploration Map Figure 3: USDA Soil Map Figure 4: USGS Geologic Map Figure 5: Unified Soil Classification System Figure 5: Test Pit Logs Dana C. Biggerstaff, PE Senior Geotechnical Engineer J • ff:11MST • . :1:' ~I l I i < Uldlt R•II.Co,rldoi, 111-lOTH ST f • I ii • ke Washington I w I w t ,, ' <, ,_ I I ![ . t, : !' Approximate Site Location (map created from the King County iMap http://www5.kingcounty.gov/iMAP/) GeoResources, LLC 5007 Pacific Highway East, Suite 16 Fife, Washington 98424 Phone: 253-896-1011 Fax: 253-896-2633 Site Location Map Proposed Short Plat NE 24th Street Renton, WA Job: WHHughes.NE24thSt.F Nov 2014 ,• '-.•.. / ,i ·- ! ' ' .. Lt:,,,,, I I, ·I'. r; · • i ! I ~~C~ \~ki.i '1 J.: I I 'J: ! '.NE'trtH'sr , I ' I Not to Scale Figure 1 Approximate Site Location (map created from the King County iMap http://www5.kingcounty.gov/iMAP/) GeoResources, LLC 5007 Pacific Highway East, Suite 16 Fife, Washington 98424 Phone: 253-896-1011 Fax: 253-896-2633 Site & Exploration Plan Proposed Short Plat NE 24th Street Renton, WA Job: WHHughes.NE24thS1.F Nov 2014 Not to Scale Figure 2 Soil T e lnC proximate Site Location Ap (Soils Map created from NRC S Web Soils, rvey http://websoilsurvey.sc.egov. usda.gov) Soil Name Indianola Loamy Sand GeoResources, LLC Pa Sandy 5007 Pacific Highway East, Suite 16 Fife, Washington 98424 Phone: 253-896-1011 Fax: 253-896-2633 rent Materia -------- Glacial Outwash Slopes Erosion Hazard 6 -15 Moderate - NRCS Soils Map Proposed Short Plat NE 241h Street Renton, WA Job: WHHughes.NE24thSt.F Nov 2014 -- Hydrologic Soils Graue __ A Not to Scale Figure 3 ( ( I / / / /' .. ' Approximate Site Location . ' ... ~ ---' (excerpt of the Washington Interactive Geologic Map https://fortress.wa.gov/dnr/geology/) D Qgo -Continental Glacial Outwash, Fraser Age GeoResources, LLC 5007 Pacific Highway East, Suite 16 Fife, Washington 98424 Phone: 253-896-1011 Fax: 253-896-2633 USGS Geologic Map Proposed Short Plat NE 24'h Street Renton, WA Job: WHHughos.NE24thSt.F Nov 2014 Not to Scale Figure 4 SOIL CLASSIFICATION SYSTEM MAJOR DIVISIONS GROUP GROUP NAME SYMBOL . GRAVEL CLEAN GW WELL-GRADED GRAVEL, FINE TO COARSE GRAVEL GRAVEL COARSE GP POORLY-GRADED GRAVEL GRAINED More than 50% SOILS Of Coarse Fraction GRAVEL GM SILTY GRAVEL Retained on No. 4Sieve WITH FINES GC CLAYEY GRAVEL More than 50% SAND CLEAN SAND SW WELL-GRADED SAND, FINE TO COARSE SAND Retained on No. 200 Sieve SP POORLY-GRADED SAND More than 50% Of Coarse Fraction SAND SM SILTY SAND Passes WITH FINES No. 4Sieve SC CLAYEY SAND SILT AND CLAY INORGANIC ML SILT FINE CL CLAY GRAINED SOILS Uquid Limit Less lhan so ORGANIC OL ORGANIC SILT, ORGANIC CLAY SILT AND CLAY INORGANIC MH SILT OF HIGH PLASTICITY, ELASTIC SILT More than 50% Passes CH CLAY OF HIGH PLASTICITY, FAT CLAY No. 200 Sieve Liquid Limit 50 or more ORGANIC OH ORGANIC CLAY, ORGANIC SILT HIGHLY ORGANIC SOILS PT PEAT NOTES: SOIL MOISTURE MODIFIERS: 1. Field classification is based on visual examination of soil Dry· Absence of moisture, dry to the touch in general accordance with ASTM D2488-90. Moist-Damp, but no visible water 2. Soil classification using laboratory tests is based on ASTM D2487-90. Wet-Visible free water or saturated, usually soil is obtained from below water table 3. Description of son density or consistency are based on interpretation of blow count data, visual appearance of soils, and or test data. GeoResources, LLC Soil Classification System 5007 Pacific Highway East, Suite 16 Proposed Short Plat Fife, Washington 98424 NE 24th Street Phone: 253-896· 1011 Renton, WA Fax: 253-896-2633 Job, WHHughes.NE24thSt.F I Nov 2014 I Figure 5 Depth (feet) 0 . % % . 4% 4% . 6% 6% . 7Y, Depth (feet) 0 . % % . 1% 7 Depth (feet) 0 • % % • 2 2 7 Depth (feet) 0 . 14 14 . 1% 1 v., . 2 2 . 3% 3% . 7 Soil Type . SP SW SP Test Pit Log TP-1 Location: SW corner of eastern front lot Soil Description Sod over Topsoil Light orange brown fine to medium SAND with some silt to silty, trace roots (med dense, moist) Light brown coarse SAND, with some gravel (loose to med dense, moist) Light brown medium SAND with trace silt (med dense, moist) Test pit terminated at about 7 foot below existing grade. Slight caving observed from 4 to 6 ft, No groundwater seepage observed Test Pit Log TP-2 Location: SW corner of western front lot Soil Type Soil Description • Sod over Topsoil SP Light orange brown fine to medium SAND with some silt to silty, trace roots (med dense, moist) SP Light brown medium SAND with trace silt (med dense, moist) Soil Type SP SP Soil Type . SP . SP SP Test pit terminated at about 7 feet below existing grade. No caving observed, No groundwater seepage observed Test Pit Log TP-3 Location: South of fence, between two front lots Soil Description Sod over Topsoi I Orange brown fine to medium SAND with trace to some silt, trace roots (med dense, moist) Light brown medium SAND with trace silt (med dense, moist) Test pit terminated at about 7 foot below existing grade. No caving observed, No groundwater seepage observed Test Pit Log TP-4 Location: North of gate to back third lot Soil Description Sod over Topsoil Orange brown fine to medium SAND with some silt to silty, trace roots (med dense, moist) Relict Topsoil Light orange brown fine to medium SAND with trace to some silt, trace roots (med dense, moist) Light brown medium SAND with trace silt (med dense, moist) Test pit terminated at about 7 feet below existing grade. No caving observed, No groundwater seepage observed Excavated on: Nov 24 2014 L ~ned bv: KSS GeoResources, LLC 5007 Pacific Highway East, Suite 16 Fife, Washington 98424 Phone: 253-896· 1011 Fax: 253-896-2633 Test Pit Logs Proposed Short Plat NE 24th Street Renton, WA Job: WHHughes.NE24thSt.F I Nov 2014 I Flgure6 .. PRELIMINARY TECHNICAL INFORMATION REPORT for NE 24th 3-Lot Short Plat 24XX NE 24th St. Renton, WA 98059 December 29, 2014 Encompass Engineering Job No. 14690 Prepared For Bill Hughes 14401 Issaquah-Hobart RD Issaquah, WA 98027 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 .. SECTION I: SECTION II: SECTION III: SECTION IV: SECTIONV: SECTION VI: SECTION VII: SECTION VIII: SECTION IX: SECTIONX: TABLE OF CONTENTS PROJECT OVERVIEW CONDITIONS AND REQUIREMENTS SUMMARY-NIA, this is preliminary only OFF-SITE ANALYSIS FLOW CONTROL AND WATER QUALITY FACILITY ANALYSIS AND DESIGN--Concept only CONVEYANCE SYSTEM ANALYSIS AND DESIGN-NI A, this is preliminary only SPECIAL REPORTS AND STUDIES OTHER PERMITS ESC ANALYSIS AND DESIGN-NIA, this is preliminary only BOND QUANTITIES, FACILITY SUMMARIES, AND DECLARATION OF COVENANT-NIA, this is preliminary only OPERATIONS AND MAINTENANCE MANUAL-NIA, this is preliminary only SECTION I PROJECT OVERVIEW Site Address: King County Tax Parcels: Project Overview 24XX NE 24th St., Renton, WA 98059 813210-0120 and 813210-0130 This project involves the development of two vacant parcels totaling 0.58 acres into three single- family lots in the Kennydale area. These parcels are located within Northeast Section 05, Township 23 North, Range 5 East, W.M. The existing topography of these parcels generally slopes down to northwest at approximately 10%to25%. The existing parcels are vacant and is covered with lawn and several mature trees. Per the USDA Web Soil Survey, the site is underlain with Indianola fine sand-the enclosed geotech report shows this sand to be medium rather than fine. -Refer to Sec. 6 of this TIR for geotech report prepared by GeoResources. Proposed Drainage Controls Stormwater will be controlled on each individual lot with onsite infiltration trenches, to be constructed with future residential building permits. A preliminary design in included in this TIR. 2009 KC SWDM Core Requirements Section 1.2.1 Core Requirement # 1 : Discharge at the natural location The site drainage will continue to infiltrate into the ground. Section 1.2.2 Core Requirement #2: Offsite Analysis An offsite drainage analysis is provided in this Preliminary TIR. Section 1.2.3 Core Requirement #3: Flow Control Individual infiltration trenches will be used on each lot for flow control. Section 1.2.4 Core Requirement #4: Conveyance System The conveyance analysis will be provide in the final TIR as needed. Section 1.2.S Core Requirement #5: Erosion and Sediment Control A temporary erosion control plan will provide BMP's to be implemented during construction. Section 1.2.6 Core Requirement #6: Maintenance and Operations A maintenance and operations manual is in the TIR for int onsite infiltration. Section 1.2.7 Core Requirement #7: Financial Guarantees and Liability The developer will arrange for any financial guarantees and liabilities required by the permit. Section 1.2.8 Core Requirement #8: Water Quality Because there will be less than 5,000 sq-ft of PGIS, water quality measure will not be needed. 2009 KC SWDM Special Requirements Section 1.3 .I NIA Special Requirement #1: Other Adopted Area-Specific Requirements Section 1.3.2 Special Requirement #2: Floodplain/Floodway Delineation NI A there are no FEMA floodplainslfloodways in the area Section 1.3.3 Special Requirement #3: Flood Protection Facilities NIA Section 1.3.4 Special Requirement #4: Source Control Source control is not required for this SFR project. Section 1.3 .5 Special Requirement #5: Oil Control Oil control is not required for this SFR project. PLAT Of' SUNSET HIUS VOL. 169. PG ~2 LOT 11 APPROX. LOCATION EX. SE\\ER srue ·x. OJRl:I/~' SiCIEWALK/6.5' PLANTER STRIP TO REMNN "·"' W-285.72 INV•28J.n {8"Pvc-NE) 1NVa282.02 (B"AOS-S) "' DRIVEWAY 0510 20 1.023 SQ_ FT. NEW 5• SEWER SER\tCE FOR LOT ~ ~ I I I / .~ I ~ I ~ ! g I I · · ti> 10" TY EASEMENT ~ "- j_ .L -~" ~ ~"'l'_ rte·-=· s "' DRIVEWAY "· DRIVEWAY ex. "' ElC. WA le. METERS Ttl BE ~-,1·.,= "' ORl'"EWAY RI •2811.1'!· NV-iM.54 {12"'CMP-NE) INV•285.44 (l~"CNl'-W) EX. SSIIH RIM-291.72 INV•282.72 {8"PYC-E) INV-"282.62 {S"PVC-W) EX. STORM MANHOLE RIM•29S.33 1NV•290.01 (12"A0S-E) INV-289.93 (12"AOS-w) LOT 26 ' • • ""'""' 4' ROCl<ERY APPROX. LOCAT EX. 8" WAlER ll8-+--_._jf.J--~·~~TSS/EGRE l EX. STREET LIGHT TU 8£ RELOCATED "' ....... y " DRIIIE' PLAT UF ::ii Ht CAST1 VOL. 200, S. 59-E Site Plan l" = 40' !::! ~ s: UJ "' a:'.. R,4 :z ~ >-- 2 s: 2'i ZONING MAP BOOK PLANNING -TECHNICAL SERVICES PRINTED DATE: 10/02/2013 This document ls a !Plllhic represmtation, not gua-anteed ti:i survey aco.ra::y, i11d is basal on !he best imlrmal»n avallable asol the dale ~a.n. This map Is intended fir Cit, display i'I,' Plllll0$8SDnl°t Community & Economic Development ~l!.-a.ijl~vt,,«.,,t Adril!MA~ ~ o.!I~ _..rT,.~"'. . .,.r'; ----~ ,.5;.,1rc,.fl}""' 'R-4 C4E 32 T24N R5E E 1/2 RC R-8 R-1~ . R-14 Vicinity Map ----Feet D4E E4E 08 T23N R5E E 1/2 420 840 1:9,780 05 T23N RSE E 112 P8ge12of80 Oty Limit¥ D {CORJ CommerdaLIOlll(:eJResldantlal D {R-41 Residential 4du/ac CJ RENTON D (CV) Center Village D (R•8) ~111tial 8cluk11: QPIJlalltialAmuafim Area c:J UH} lndusbial Heavy D (RC) Resautce ConselVatian Zoning Designation D OLJ Industrial Light D (RM-F) R88ktenUal t.tilli-famlly CJ (CAJ commercial Arterial D [IM] Industrial MBdlum CJ {RM-T) Resl. Mu.ti-Fanily Tradiliooal D {CD) CenterOowntlwn D {R·1) Residential 1du/ac D (RM-U) Resl. Multl-FimJly lkbi!II Center D (CN)Commarlial Neighborhood D (R·10} Residential 10du/ac D (RMH) Resldfntlal Manufacturad Homes D (CO) Commercial 011<:e D (R-14) Residential 1Wac D (UC-Nf) Urban Center Nc:rth 1 D (UC-N2) Urb~ Center Na-th 2 CJ <.n :;;; ~ -I "' w :z ::0 <.n m :;;; ~ i,;; N t SECTION 2 CONDITIONS AND REQUIREMENTS SUMMARY SECTI0N3 OFF-SITE ANALYSIS •· Site Address: 24XX NE 24th St., Renton, WA 98059 King County Tax Parcels: 813210-0120 and 813210-0130 Project Overview This project involves the development of two vacant parcels totaling 0.58 acres into three single- family lots in the Kennydale area. These parcels are located within Northeast Section 05, Township 23 North, Range 5 East, W.M. The existing topography of these parcels generally slopes down to northwest at approximately 10%to 25%. The existing parcels are vacant and is covered with lawn and several mature trees. Per the USDA Web Soil Survey, the site is underlain with Indianola fine sand-the enclosed geotech report shows this sand to be medium rather than fine. -Refer to Sec. 6 of this TIR for geotech report prepared by GeoResources. Downstream Drainage Level I downstream analysis for this project was conducted on Dec 18, 2014. The weather on the day of the site visit was cloudy and rainy with the temperature of approximately 50oF. Runoff from the existing project site apparently infiltrates into the underlying sandy soil. That that will not infiltrate would sheet flow to northwest and drains through adjacent property on the northwest and then enters into a biofiltration swale located at point A, about 70-feet downstream from the project site. From there, flow drains through the swale and at the end of the swale enters into a 15-inch pipe. Then, flow continues west through the pipe and enters into a storm drainage manhole located at point B for a total of approximately 160-feet downstream from the project site. From there, flow continues west through a 15-inch pipe and enters into a storm drainage manhole along the west side of Kennewick Ave NE located at point C for a total of approximately 200-feet downstream from the project site. From there, flow continues south through a 15-inch pipe and enters into another storm drainage manhole located the intersection of Kennewick Ave NE and NE 24th St at point D for a total of approximately 4 30-feet downstream from the project site. From there, flow continues west through an 18-inch pipe and enters into another storm drainage manhole located at point E for a total of approximately 650-feet downstream from the project site. From there, flow continues west through an 18-inch pipe and enters into another storm drainage manhole located at point F for a total of approximately 780- feet downstream from the project site. From there, flow continues west through a pipe and crosses the Jones Ave NE and enters into another storm drainage manhole located at point G for a total of approximately 900-feet downstream from the project site. From there, flow continues west through a pipe and apparently enters into another storm drainage manhole at point H for a total of approximately 1, 130-feet downstream from the project site. From there, flow discharges .. to the north s ide of the street through an 18-inch culvert pipe at point H into a heav il y wooded but rocked channel of Kennydale Creek, about 3' wide, 6' d ee p flo wing northwest at point J. About 150-feet beyond the NE 24th Street R/W the flows pass through a tall fence. Becau se of tall fences and locked gates, the stream could not be followed any further. Apparently the stream enters a storm conveyance sys tem at the I-405 sound wall another 150-feet further, about 1,430- feet downstream from the project site. There were no apparent drainage probl ems alon g the downstream drainageway. See Downstream Map and Photo's 1 through 5 below. Photo 1: View of the subject properties-Sheet flow northwest Photo 2: Infiltration swale at point A Photo 3: SDMH at point B Photo 4: 18-inch culvert pipe at point I Photo 5 : Stream channel at point J ' " \ \ II ! \ \ ( 1 ..... ,t. I ! I I ' ~, ~ J ) 'O\ ,, "' I 1' \ ' ', ,a 1. '· \ 'i I t I \ -· // DOWNSTREAM DRAINAGE MAP -~ .. ,/ '\ ,-- i ,- ' j\ ·~-- I l ' ·, . f \ '\ ', -.,. I I \ '\ 11 \, ---······1 ··, .... ,.\ ..... \ \ .. I · .. " ·-.. "' \ \ ·--, .. ' \... '1 '•. \ \ ' I 'i ·-----,_\_ , I ·- \,_ ·--- \, \\ _,,-----~ .. ,\ ·, .·· ,., ', --..." ·-·---· .a t ~-\ ,> ... 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' ' \ \_ ' ···' Ce:) ·~® ~-I -· --•• -·-·'· ~ I \,~---'\ \ ' \I ' ,-ll -.,-j C«cni, ST ·1 r' . / ' ·-l . ·, -.,_ • • t •t" '· l \ \ / ( \, ' l J '·. \. ·1 \ l r-·-.. . \, \ ·· .... .. -I( ·--· ---,·~ ,~\ o ... , \ -I 1 ', ~ -~~ ·.--.:~.:~~------------.,. '·--·~...,. I _.../ /.-· i i ( ·-.. \ ' \ ·, ·, -, -\. ; .-----........ __ 1, \ \ ( \-·, ( // ! \Ii.,', { 1 1 / I --\·· .. ·,, 1 I '1 \ ' ··, I • j i i _.-' \ I, \ I ,' I I I ' ·, I _,,.. r ,' • N . -.. I I I I I I I · , . l , l l I l ·, . ~----· { • I : / ,.... • 1 ,, I ti ' ' ' '· ... I ' ' -• J I I 'I ! C -j ,' • ' I I ! .-. -' '·. '; I ·' I '; I I I ,' _,.. \ . 'v' -I , ,·' ' '\ I, I 1· ' \ 1 1 ;' ' ·•. \ 1. 1' i '1 I I i I , •• ---. ' ··-... ' I I . / '1 --I I \ . I ' Ii _1 --· __ ·-. ·-. ' '1 '1 i~. ' I / I I ti I l i ) I -• ·-·. ', ' I ;?: I ·' ' ' ... \ I 11 -~ -._ -.. I ' ' -'· •. I ' _ _,. ' I . 1111' ,i , ·--... \ \. \ ----·' t~.~ \., I '\ r~---------.. ) • .i' i !1 .., )l ) 1 1 II I I '1· ,-1: ~£M0i'T I I 1 ,, !::' / '· 'I ' J I I ' ' ,, I .., I 1, ' I ' ·, . ~ \ \ I -·' ' ! 11 ..., I I -. I ...,.. I II l I • ' ' l . • ' ---I. I I I ,. . .. ' ,' ( \ ,! i ( l ·1 i' l ,I ··, ~ "' '1,._ +II. i '· I, \, '--\ 'r.'i 1,1 \ ; i' i . .... 1_ -i / \ I N ,!,O 1.1. 7 f ; I I i/r/ ·._-,J Ii...... ·, ·"I~,_ I '! -· J -. . 'J . -I ' ' ' _,· ' I 11 [ I l, o__ , _ -· 1 \ \. \ Q_1 , 1 / ,· '- 11 I .-----. ·-., I ' ', \ '-. I ... _,I.If I ,· ' I \ ' •, ' "' I IC I 2008 King Cou<lt"V \ I I' _I ---.. ,, I I . I 1 = 100' , . •. ! ·, \ 1, ~ 1 , I ! ,, I I ,' ~-' I I ' \ '-, 1 / '·;:o--.' i J I ~ 0 ' . 20,8ft \ ·--- •he-information included on this map has been compiled oy King C_ounty stafffrom·a-varlefy of sources and is subject lo change ~ithou_t notice. King County makes no reprasE:nlations or warranties, express or implied, as to accuracy, completeness, timeliness or nghts to lhe use of sucn 1nformallon This document 1s not intended for use as a survey product King County shall not be liable for any general. special indirect. incidental, or consequential damages including, but ~ot limited to, 1ost revenues or lost profits resulting from the use or misuse of the ,nformation contained on this map Any sale of this map or 1ntormation on this map is prohibited except by written permission of King County Date: 1211712014 Source King County iMAP -Property Information (http://www.metrokc.gov/GISliMAP) til King County SECTION 4 FLOW CONTROL AND WATER QUALITY FACILITY ANALYSIS AND DESIGN Proposed Drainage Controls Infiltration trenches will be used on the lots to provide full infiltration. Per the geotech report, the site is underlain with Medium Sand. Per Appendix C 2009 KCSWDM, full infiltration trenches should be sized to provide 30LF of trench per 1000 sq-ft of impervious surface. For an assumed 4000 sq-ft per lot (the final design will be with the future individual residential building permits), 120LF of infiltration trench will be needed-trenches of about this length are shown on the preliminary storm plan. SECTION 5 CONVEYANCE SYSTEM ANALYSIS AND DESIGN SECTION 6 SPECIAL REPORTS AND STUDIES Ph 253-896-1011 Fx 253-896-2633 WH Hughes Company, Inc. 14404 Issaquah-Hobart Road, Suite 104 Issaquah, Washington 98027 ( 425) 444-3367 Mr. Bill Hughes GeoResources, LLC 5007 Pacific Hwy E., Ste. 16 Fife, Washington 98424 December 22, 2014 Geotechnical Engineering Report Proposed Short Plat NE 24"' Street Renton, Washington PN: 813210-0120 & -0130 Job No. WHHughes.NE24thSt.RG INTRODUCTION & SCOPE This report presents the results of our subsurface explorations, literature review, and engineering analysis and provides geotechnical design recommendations for the proposed short plat to be constructed on NE 24th Street in Renton, Washington, as shown on Figure 1. The site is currently undeveloped. The short plat will consist of three residences, two that occupy the bottom two thirds of each parcel, and the third occupies the top one third of each parcel. The short plat will be accessed via three new driveways, two of the proposed driveways will extend north from NE 24th Street to the residences on the southern parcels, while the third driveway will extend between the two southern parcels back to the north lot. We anticipate that the residences will be 2-story, wood-framed structures supported on conventional spread and continuous concrete foundations. The remainder of the site will be covered with grass lawn and landscaping. Current site conditions and topography is included as Figure 2. The purpose of our services was to evaluate the surface and subsurface conditions at the site as a basis for developing and providing geotechnical engineering and stormwater management recommendations for the proposed development. Specifically, our scope of services for the project included the following: 1. Visiting the site and conducting a geologic reconnaissance to assess the site's soil, groundwater and slope conditions; 2. Exploring the subsurface conditions by excavating four test pits across the site; 3. Addressing the City of Renton Critical Areas Ordinance for potential geological hazards; 4. Providing geotechnical design recommendations for foundation, floor slab, and pavement; and 5. Providing infiltration rates for the stormwater facility, as appropriate. WHHughes.NW24thSt.RG December 22, 2014 Page 2 SITE CONDITIONS Surface Conditions The undeveloped parcels are located in an area of existing residential development. Both parcels are generally rectangular in shape, measure about 81 feet wide (east to west) by 155 feet deep (north to south) and encompass about 0.58 acres total. The site is bounded by existing residences on the west, north, and east and by NE 241" Street on the south. Site grades generally slope down from NE 241" Street to the northwest. Current grades range from about 13 to 15 percent. Total vertical relief across the site is on the order of 30 feet. The approximate site topography, and contour lines obtained from the King County iMap website is shown on the attached Site & Exploration Plan, Figure 2. The site is currently undeveloped and is mostly covered with grass lawn and a few scattered trees. A fence separates the parcel into a front and rear yard area. Site Soils The USDA Natural Resource Conservation Service (NRCS) Web Soil Survey for King County maps the soils underlying the site to be the Indianola Loamy Sand (lnC) soils. The Indianola soils are derived from sandy glacial outwash and form on slopes of 6 to 15 percent. These soils are listed as having a "moderate" erosion hazard and are listed in hydrologic soils group A. A copy of the NRCS Soil Survey for the site area is attached as Figure 3. Geologic Conditions The Washington Interactive Geologic Map, Division of Geology and Earth Resources -Washington's Geological Survey maps the site as being underlain by a sequence of recessional outwash (Qgo) that was deposited during the most recent Vashon Stade of the Fraser Glaciation, approximately 12,000 to 15,000 years ago. The Recessional outwash consists of poorly stratified sand and gravel that was deposited by meltwater streams and rivers emanating from the retreating glacial ice mass. The outwash is considered normally consolidated. An excerpt from the referenced map is included as Figure 4. Subsurface Conditions We evaluated subsurface conditions on November 24, 2014 by excavating a series of four test pits with a small track-mounted excavator working for Geo Resources, LLC. The test pits extended to depths ranging from 7 to 7¥2 feet below the existing ground surface. The test pits were located in the field by our representative by pacing from existing site features. The approximate test pit locations are indicated on the attached Site Plan as Figure 2 and summarized below in Table 1. TABLE 1 APPROXIMATE LOCATIONS, ELEVATIONS, AND DEPTHS OF EXPLORATIONS Test Pit Surface Termination Termination Functional Location Elevation Depth Elevation Number lfeetl /feetl (feet) TP-1 SW corner of proposed east front lot -302 7¥.a 294¥.a TP-2 SW corner of proposed west front lot -292 7 285 TP-3 South of fence, between two front lots -290 7 283 TP-4 North of nate to back lot -277 7 270 Elevation datum: King County iMap A geologist from our office continuously monitored the excavations, maintained WHHughes.NW24thSt.RG December 22, 2014 Page 3 logs of the subsurface conditions encountered in each test pit, obtained representative soil samples, and observed pertinent site features. Representative soil samples obtained from the test pits were placed in sealed plastic bags and taken to our laboratory for further examination and testing, as deemed appropriate. Subsurface Conditions Our test pits encountered uniform subsurface conditions that generally confirmed the mapped stratigraphy. Our test pits encountered approximately 2 to 3 inches of topsoil/duff mantling a loose orange/brown fine to medium sand with some silt and roots/organics. Underlying these surficial soils, our test pits encountered a light brown medium course sand with a trace silt, the we interpret to be the mapped recessional outwash. The outwash was encountered to the full depth explored in all of our test pits. The subsurface conditions encountered in each test pit are described below in Table 2. TABLE2 APPROXIMATE THICKNESSES, DEPTHS, AND ELEVATIONS OF SOIL LAYERS ENCOUNTERED IN EXPLORATIONS Thickness of silty Depth to Elevation of Test Pit Thickness of Medium Dense Medium Dense Number Topsoil fine Sand Outwash Sand Outwash Sand (feet) (Weathered Outwash) (Outwash) (Outwash) (feet) (feet\ (feet\ TP-1 Y2 4 41'2 2971'2 TP-2 Y2 1 1 v., 290Y2 TP-3 % 1 \i, 2 288 TP-4 \i, 3\/, 3Y2 273Y2 Elevation datum: Kina Countv iMap The soils encountered were visually classified in accordance with the Unified Soil Classification System (USCS) described on Figure 5. The test pit logs are included as Figures 6. Groundwater Conditions No groundwater seepage was encountered in our test pits at the time of digging. Based on the nature of the near surface soils, we anticipate fluctuations in the local groundwater levels will occur in response to precipitation patterns, off-site construction activities, and site utilization. CRITICAL AREA The City of Renton Critical Areas Ordinance (Ordinance 5137), Section II, Chapter B, lists the various critical areas covered by Ordinance 5137, including: 1. Lands to Which These Regulations Apply: The following critical areas, classified in subsections H.1 through M.1 of this Section, are regulated by this section: a. Aquifer Protection Areas. b. Areas of Special Flood Hazard. c. Sensitive Slopes, twenty five percent (25%) to forty percent (40%) and Protected Slopes, forty percent (40%) or greater. d. Medium, High, and Very High Landslide Hazard Areas. WHHughes.NW24thSt.RG December 22, 2014 Page4 e. High Erosion Hazards. f. High Seismic Hazards. g. Medium and High Coal Mine Hazards. h. Volcanic Hazard Areas. i. Critical Habitats. j. Streams and Lakes. The Geologic Hazards defined by Ordinance 5137 are described in Section II, Chapter J, and include: Steep Slopes a. Steep Slopes: i. Steep Slope Delineation Procedure: The boundaries of a regulated steep sensitive or protected slope are determined to be in the location identified on the City of Renton's Steep Slope Atlas. An applicant's qualified professional may substitute boundaries independently derived from survey data for the City's consideration in determining the boundaries of sensitive or protected steep slopes. All topographic maps shall utilize two (2) foot contour intervals or the standard utilized in the City of Renton Steep Slope Atlas. ii. Steep Slope Types: (a) Sensitive Slopes. (b) Protected Slopes. The site slopes typically range from 13 to 15 percent across the site. In our opinion, the slopes do not meet the definition of a steep slope area. Landslide Hazards b. Landslide Hazards: i. Low Landslide Hazard (LL): Areas with slopes less than fifteen percent {15%). ii. Medium Landslide Hazard (LM): Areas with slopes between fifteen percent (15%) and forty percent (40%) and underlain by soils that consist largely of sand, gravel or glacial till. iii. High Landslide Hazards (LH): Areas with slopes greater than forty (40%), and areas with slopes between fifteen percent (15%) and forty percent (40%) and underlain by soils consisting largely of silt and clay. iv. Very High Landslide Hazards (LV): Areas of known mappable landslide deposits. No evidence of historic or active landslide activity was observed during or site visit, nor were any areas of landslide activity or mass wasting deposits shown on or within the vicinity of the site by the Washington Interactive Geologic Map. Given the mapped and observed site slopes, we would interpret the site to be a low landslide hazard area. Erosion Hazards c. Erosion Hazards: i. Low Erosion Hazard (EL): Areas with soils characterized by the Natural Resource Conservation Service (formerly U.S. Soil Conservation Service) as having slight or moderate erosion potential, and that slope less than fifteen percent (15%). WHHughes.NW24thSt.RG December 22, 2014 Page 5 ii. High Erosion Hazard (EH): Areas with soils characterized by the Natural Resource Conservation Service (formerly U.S. Soil Conservation Service) as having severe or very severe erosion potential, and that slope more steeply than fifteen percent (15%). The NRCS Web Soil maps the soils underlying the site to be the Indianola loamy sand (lnC) soils. The Indianola soils are listed as having a "moderate" erosion hazard. Given the site slopes and mapped/encountered soil types, it is our opinion that the site has a Low Erosion Hazard. Seismic Hazards d. Seismic Hazards: i. Low Seismic Hazard (SL): Areas underlain by dense soils or bedrock. These soils generally have site coefficients of types S1 or S2, as defined in the Uniform Building Code. ii. High Seismic Hazard (SH): Areas underlain by soft or loose, saturated soils. These soils generally have site coefficients of types S3 or S4, as defined in the Uniform Building Code. Based on our observation and the subsurface units mapped at the site, we interpret the structural site conditions to correspond to a seismic Site Class "D" in accordance with Table 1613.5.2 in the 2012 IBC (International Building Code) documents. This is based on the likely range of equivalent SPT (Standard Penetration Test) blow counts for the soil types observed in the site area. These conditions were assumed to be representative for the conditions based on our experience in the vicinity of the site. Liquefaction is a phenomenon where there is a reduction or complete loss of soil strength due to an increase in pore water pressure. The increase in pore water pressure is induced by seismic vibrations. Liquefaction mainly affects geologically recent deposits of loose, fine-grained sands that are below the groundwater table. It is our opinion that the risk for liquefaction to occur at this site during an earthquake is negligible. Coal Mine Hazards e. Coal Mine Hazards: i. Low Coal Mine Hazards (CL): Areas with no known mine workings and no predicted subsidence. While no mines are known in these areas, undocumented mining is known to have occurred. ii. Medium Coal Mine Hazards (CM): Areas where mine workings are deeper than two hundred feet (200) for steeply dipping seams, or deeper than fifteen (15) times the thickness of the seam or workings for gently dipping seams. These areas may be affected by subsidence. iii. High Coal Mine Hazard (CH): Areas with abandoned and improperly sealed mine openings and areas underlain by mine workings shallower than two hundred feet (200) in depth for steeply dipping seams, or shallower than fifteen (15) times the thickness of the seam or workings for gently dipping seams. These areas may be affected by collapse or other subsidence. According to the published geologic maps, there is not known mine workings on or within the immediate vicinity of the site. Therefore, the site has low coal mine hazard rating. WHHughes.NW24thSt.RG December 22, 2014 Page 6 Volcanic Hazards f. Volcanic Hazards: Volcanic hazard areas are those areas subject to a potential for inundation from post lahar sedimentation along the lower Green River as identified in Plate II, Map D, in the report U.S. Department of the Interior, U.S. Geological Survey (Revised 1998). Volcano Hazards from Mount Rainier, Washington. Open-File Report 98-428. According to the Volcano hazards from Mount Rainier, Washington by Hoblitt, R. P.; Wilder, J. S.; Oriedger, C. L.; Scott, K. M.; Pringle, P. T.; Vallance, J. W. (USGS Open- File Report: 98-428, revised 1998) the site is not listed within the Lower White and Green River lahar floodways. CONCLUSIONS AND RECOMMENDATIONS Based on the soils encountered in our explorations, laboratory analyses, and our engineering analysis, it is our opinion that the construction of the proposed short plat is feasible from a geotechnical engineering standpoint. Site Preparation and Grading All structural areas on the site to be graded should be stripped of vegetation, organic surface soils, and other deleterious materials. Organic topsoil will not be suitable for use as structural fill, but may be used for limited depths in non-structural areas. Based on the encountered subsurface conditions, stripping depths range from 3 to 12 inches. Where placement of fill material is required, the stripped/exposed subgrade areas should be compacted to a firm and unyielding surface prior to placement of any fill. Excavations for debris removal should be backfilled with structural fill compacted to the densities described in the "Structural FIii" section of this report. The exposed subgrade soil should be proof-rolled with heavy rubber-tired equipment during dry weather or probed with a 1/2-inch-diameter steel rod during wet weather conditions. Any soft, loose or otherwise unsuitable areas delineated during proof- rolling or probing should be recompacted, if practical, or over-excavated and replaced with structural fill. Structural Fill Structural fill should be placed in horizontal lifts of appropriate thickness to allow adequate and unilorm compaction of each lift. Fill should be compacted to at least 95 percent of MOD (maximum dry density as determined in accordance with ASTM 0-1557). The appropriate lift thickness will depend on the fill characteristics and compaction equipment use, but is typically limited to 8 inches. The suitability of material for use as structural fill will depend on the gradation and moisture content of the soil. As the amount of fines (material passing US No. 200 sieve) increases, soil becomes increasingly sensitive to small changes in moisture content and adequate compaction becomes more difficult to achieve. During wet weather, we recommend use of well-graded sand and gravel with less than 5 percent (by weight} passing the US No. 200 sieve based on that fraction passing the 3/4-inch sieve, such as "Gravel Backfill for Walls' (9-03.12(2)). If prolonged dry weather prevails during the earthwork and foundation installation phase of construction, higher fines content (up to 10 to 12 percent) will be acceptable. Material placed for structural fill should be free of debris, organic matter, trash and cobbles greater than 6-inches in diameter. The moisture content of the fill material should be adjusted as necessary for proper compaction. WHHughes.NW24thS1.RG December 22, 2014 Page 7 Suitability of On-Site Materials as Fill During dry weather construction, any non-organic on-site soil may be considered for use as structural till; provided it meets the criteria described above in the "Structural Fill" section and can be compacted as recommended. If the soil material is over-optimum in moisture content when excavated, it will be necessary to aerate or dry the soil prior to placement as structural fill. The native outwash sand has a low amount of fines content and will be suitable to use as fill during a wide range of moisture conditions. However, we do expect that the soil will become difficult to reuse as structural fill during extended periods of wet weather or when the soil is work at 3 percent or more above optimum moisture content. We recommend that completed graded-areas be restricted from traffic or protected prior to wet weather conditions. The graded areas may be protected by paving, placing asphalt-treated base, a layer of free-draining material such as pit run sand and gravel or clean crushed rock material containing less than 5 percent lines, or some combination of the above. Foundation Support Based on the subsurface soil conditions encountered in our test pits, we anticipate that the residences will be supported on the native outwash soils. We recommend a minimum width of 18 inches for isolated footings and at least 12 inches for single story or 16 inches multi-story structures for continuous wall footings. All footing elements should be embedded at least 18 inches below grade for frost protection. Footings founded as described above can be designed using an allowable soil bearing capacity of 2,000 psi (pounds per square foot) 1or combined dead and long-term live loads. The weight of the footing and any overlying backfill may be neglected. The allowable bearing value may be increased by one-third for transient loads such as those induced by seismic events or wind loads. Lateral loads may be resisted by friction on the base of footings and floor slabs and as passive pressure on the sides of footings. We recommend that an allowable coefficient of friction of 0.30 be used to calculate friction between the concrete and the underlying native outwash. Passive pressure may be determined using an allowable equivalent fluid density of 300 pcf (pounds per cubic foot). Factors of safety have been applied to these values. We estimate that settlements of footings designed and constructed as recommended will be less than 1 inch, for the anticipated load conditions, wrth differential settlements between comparably loaded footings approach total settlements. Most of the settlements should occur essentially as loads are being applied. However, disturbance of the foundation subgrade during construction could result in larger settlements than predicted. We recommend that all foundations be provided with footing drains. Floor Slab Support Slab-on-grade floors, where constructed, should be supported on the native outwash or properly placed and compacted structural fill. We recommend that floor slabs be directly underlain by a minimum 4-inch thickness capillary break material such as pea gravel, or Gravel Backfill tor Drains (WSDOT 9-03.1214). The capillary break material should be placed in one lift and compacted to an unyielding condition. A synthetic vapor barrier is recommended to control moisture migration through the slabs. This is of particular importance where the foundation elements are underlain by the silty till, or where moisture migration through the slab is an issue, such as where adhesives are used to anchor carpet or tile to the slab. WHHughes.NW24thSt.RG December 22, 2014 Page 9 We trust this is sufficient for your current needs. Should you have any questions, or require additional information, please contact us at your earliest convenience. Respectfully submitted, GeoResources, LLC KSS:DCB:kss Keith S. Schembs, LEG Principal DoclD: WHHughes.NW24thSt.RG Attachments: Figure 1: Sile Vicinity Map Figure 2: Site and Exploration Map Figure 3: USDA Soil Map Figure 4: USGS Geologic Map Figure 5: Unified Soil Classification System Figure 5: Test Pit Logs Dana C. Biggerstaff, PE Senior Geotechnical Engineer ke W.Jshington . • ~I f • . N:.MHSJ' ....... ' ··.,. Approximate Site Location (map created from the King County iMap http://www5.kingcounty.gov/iMAP/) GeoResources, LLC 5007 Pacific Highway East, Suite 16 Fife, Washington 98424 Phone: 253-896-1011 Fax: 253-896-2633 Site Location Map Proposed Short Plat NE 24th Street Renton, WA Job: WHHughes.NE24thSt.F Nov 2014 Not to Scale Figure 1 .. Approximate Site Location (map created from the King County iMap http://www5.kingcounty.gov/iMAP/) GeoResources, LLC 5007 Pacific Highway East, Suite 16 Fife, Washington 98424 Phone: 253-896-1011 Fax: 253-896-2633 Site & Exploration Plan Proposed Short Plat NE 241h Street Renton, WA Job: WHHughes.NE24thSt.F Nov 2014 Not to Scale Figure 2 Approximate,Site Location (Soils Map created from NRCS Web Soil sJrvey http://websoilsurvey,sc,egov,usda,gov) I ·~···-··-1--·--------r- Soil Name Parent Material I --------- , Slopes . i Hydrologic Erosion Hazard I Soils Group ---------,--------------,-----+-------------+--~---·-----'------- Indianola Loamy Sand Sandy Glacial Outwash 6-15 Moderate A I Soil j _I~ L'_nC -~----------~---------~----~-------~-----' GeoResources, LLC 5007 Pacific Highway East, Suite 16 Fife, Washington 98424 Phone: 253-896-1011 Fax: 253-896-2633 NRCS Soils Map Proposed Short Plat NE 24"' Street Renton, WA Job: WHHughes.NE24thSt.F Nov 2014 Not to Scale Figure 3 / / • ; • ' ' ! ; ' .. ' \:. ' ' --------------------------- Approximate Site Location (excerpt of the Washington Interactive Geologic Map https://fortress.wa.gov/dnr/geology/) D Qgo -Continental Glacial Outwash, Fraser Age GeoResources, LLC 5007 Pacific Highway East, Suite 16 Fife, Washington 98424 Phone: 253-896-1011 Fax: 253-896-2633 USGS Geologic Map Proposed Short Plat NE 24th Street Renton, WA Job: WHHughes.NE24thSt.F Nov 2014 ~ · Not to Scale Figure 4 SOIL CLASSIFICATION SYSTEM ' MAJOR DIVISIONS GROUP SYMBOL GROUP NAME GRAVEL CLEAN GW WELL-GRADED GRAVEL, FINE TO COARSE GRAVEL GRAVEL COARSE GP POORLY-GRADED GRAVEL GRAINED More than 50% SOILS Of Coarse Fraction GRAVEL GM SILTY GRAVEL Retained on No. 4Sieve WITH FINES GC CLAYEY GRAVEL . More than 50% SAND CLEAN SAND SW WELL-GRADED SAND, FINE TO COARSE SAND Retained on ' No. 200 Sieve SP POORLY-GRADED SAND More than 50% Of Coarse Fraction SAND SM SILTY SAND Passes WITH FINES No. 4 Sieve SC CLAYEY SAND SILT AND CLAY INORGANIC ML SILT FINE GRAINED CL CLAY SOILS Liquid Limit Less than 50 ORGANIC OL ORGANIC SILT, ORGANIC CLAY SILT AND CLAY INORGANIC MH SILT OF HIGH PLASTICITY, ELASTIC SILT More than 50% Passes CH CtAY OF HIGH PLASTICITY, FAT CLAY No. 200 Sieve Liquid Lim it 50 or more ORGANIC OH ORGANIC CLAY. ORGANIC SILT HIGHLY ORGANIC SOILS PT PEAT NOTES: SOIL MOISTURE MODIFIERS: ,. Field classification is based on visual examination of soil Dry-Absence of moisture, dry to the touch in general accordance with ASTM D2488-90. Moist-Damp, but no visible water 2. Soil classification using laboratory tests is based oo ASTM D2487-90. Wet-Visible free water or saturated, usually soil is obtained from below water table 3. Description of soil density or consistency are based on interpretation of blow count data, visual appearance of soils, and Or test data. GeoResources, LLC Soil Classification System 5007 Pacific Highway East, Suite 16 Proposed Short Plat Fife, Washington 98424 NE 24<h Street Phone: 253-896-1011 Renton, WA Fax: 253-896-2633 Job: WHHughes.NE24thSt.F I Nov 2014 I Figure 5 Depth (feet) 0 -% y, -4% 4% 6Y2 6% 7% Depth (feet) 0 -Y2 % -1% 1Y2 7 Depth (feet) 0 -% % -2 2 7 Depth (feet) 0 -'A 'A -1% 1Y2 -2 2 -31/2 3Y2 -7 Test Pit Log TP-1 Location: SW corner of eastern front lot Soil Type Soil Description -Sod over Topsoil SP Light orange brown fine to medium SAND with some silt to silty, trace roots (med dense, moist) SW Light brown coarse SAND, with some gravel (loose to med dense, moist) SP Light brown medium SAND with trace silt (med dense, moist) Test pit terminated at about 7 foot below existing grade. Slight caving observed from 4 to 6 ft, No groundwater seepage observed Test Pit Log TP-2 Location: SW corner of western front lot Soil Type Soil Description -Sod over Topsoil SP Light orange brown fine to medium SAND with som.e silt to silty, trace roots (med dense, moist) SP Light brown medium SAND with trace silt (med dense, moist) Soil Type SP SP Soil Type - SP - SP SP Test pit terminated at about 7 feet below existing grade. No caving observed, No groundwater seepage observed Test Pit Log TP-3 Location: South of fence, between two front lots Soil Description Sod over T opsoi I Orange brown fine to medium SAND with trace to some silt, trace roots (med dense, moist) Light brown medium SAND with trace silt (med dense, moist) Test pit terminated at about 7 foot below existing grade. No caving observed, No groundwater seepage observed Test Pit Log TP-4 Location: North of gate to back third lot Soil Description Sod over Topsoil Orange brown fine to medium SAND with some silt to silty, trace roots (med dense, moist) Relict Topsoil Light orange brown fine to medium SAND with trace to some silt, trace roots (med dense, moist) Light brown medium SAND with trace silt (med dense, moist) Test pit terminated at about 7 feet below existing grade. No caving observed, No groundwater seepage observed Excavated on: Nov 24, 2014 Looned bv: KSS GeoResources, LLC 5007 Pacific Highway East, Suite 16 Fife, Washington 98424 Phone: 253-896-1011 Fax: 253-896-2633 Test Pit Logs Proposed Short Plat NE 241h Street Renton, WA Job: WHHughes.NE24thSt.F I Nov 2014 I Figure 6 .. SECTI0N7 OTHER PERMITS SECTION 8 ESC ANALYSIS AND DESIGN . ' ' SECTI0N9 BOND QUANTITIES, FACILITY SUMMARIES, AND DECLARATION OF COVENANT ~ ' ' SECTION 10 OPERATIONS AND MAINTENANCE MANUAL Order No.: Fee: Sales Tax: Total: 5207125435 $ 200.00 $ 19.00 $ 219.00 Old Republic Title, Ltd. SHORT PLAT CERTIFICATE Date: December 15, 2014 at 8:00 a.m. FOR INFORMATION AND ASSISTANCE ON THIS ORDER CONTACT: Old Republic Title Commercial Services Christina Hughes, Title Officer Email: chughes@ortc.com Telephone: (425) 776-4305 Fax: (425) 776-3350 19020 33rd Avenue W., Suite 360, Lynnwood, Washington 98036 Our staff can assist you with properties in King, Pierce and Snohomish,Counties Reference: Cowan TO: BILL HUGHES W.H. HUGHES HOMES 15220 CEDAR GROVE RD SE ISSAQUAH, WA98027 Ladies/Gentlemen: In the matter of the plat submitted for your approval, the Company (Old Republic National Title Insurance Company) has examined the records of the County Auditor and County Clerk of King County, Washington, and the records of the Clerk of the United States Couots holding tenns in said County and from such examination hereby certifies that the title to the following described land, Situate in said Comity, to-wit: Vested in: JOHN L. COW AN, as a separate estate Legal Description: SEE ATTACHED EXHIBIT "A" FOR LEGAL DESCRIPTION FOR SPECIAL EXCEPTIONS, SEE ATTACHED: Order Number 5207125435 EXHIBIT "A" Lots 12 and 13, SUNSET HILLS, according to the plat thereofrecorded in Volume 169 of Plats, pages 51 through 55, inclusive, records of King Cow1ty. Washington. SITUATE in the County of King. State of Washington END OF EXHIBIT "A" Order Number 5207 [25435 ' SPECIAL EXCEPTIONS: I. Rights of parties in possession and claims that may be asserted under unrecorded instruments, if any. 2. An easement affecting that portion of said land and for the purposes stated herein and incidental purposes as provided in the following Granted To For Recorded Aftects Puget Sound Power and Light Company Right to construct, operate, maintain, repair, replace and enlarge an underground electric transmission and/or distribution system, together with all necessary or convenient appw1enances thereto October 28, 1993 in Official Records under Recording Number 9310282221 A strip of land 10 feet in width lying parallel with and adjoining all public and private street and road rights-of-way Contains a provision for bearing equal costs of maintenance, repair or reconstruction of said Common Sewer by the users. 3. An easement affecting that po1tion of said land and for the purposes stated herein and incidental purposes as provided in the following Granted To For Recorded Affects Puget Sound Power and Light Company Underground electric transmission and distribution system October ?8, 1993 in Official Records under Recording Number 9310282222 The South 10 feet of the West 2 feet of Lot 12 4. Covenants. conditions. restrictions. easements. provisions dedications and matters delineated or disclosed by the plat of Sunset Hillsc Refer to the plat for full particulars. Said Plat recorded JuneJ.Q,J.9.94 in Official Records.under Recording Numbe.r .. 9406)01977. 5. Covenants, Conditions, Restrictions, Limitations, Easements. Assessments, Reservations. Exceptions, Tenns, Liens or Charges, but omitting any covenants or restrictions if any. based upon race. color, religion, sex, handicap, familial status; or national origin unless and only to the extent that said covenant (a) is exempt under Title 42, Section 3607 of the United States Code or (b) relates to handicap but does not discriminate against handicapped persons, as provided in an lllstrument. Recorded June 13. 1994 in Official Records under Recording Number 9406130367 Modification thereof. but omitting any covenants or restrictions if any, based upon race. color, religion, sex, handicap, familial status, or national origin unless and only to the extent that said covenant (a) is exempt under Title 42, Section 3607 of the United States Code or (b) relates to handicap but does not discriminate against handicapped persons. Recorded June 3, 2002 in Official Records under Recording Number 20020603001568 6. Assessments that may be levied, as follows: For/By Sunset Hills Homeowners1 Association A search of the list of active Washington corporations indicates that the non-profit corporation has not been filed for the homeowner's association as required by RCW 64.34. Order Number 5207125435 ' 7. LIABILITY FOR SUPPLE/I-JENT AL ASSESSMENT FOR GENERAL T A-XES ON IMPROVEMEl'.TS. It appears improvements subject to assessments are located on the premises, but there is no assessment therefore. NOTE 1: Tax Account No. Levy Code No. 8!3210-0120-07 and 813210-0130-05 2100 The liability of the Company under this Short Plat Certificate shall be limited to the amount of actual loss sustained by the addressee because ofreliance upon the infonnation set forth herein. but in no event shall such liability exceed the fee paid for this Short Plat Certificate. NOTE 2: GENERAL TAXES, PLUS INTEREST AND PENAL TY AFTER DELINQUENT; 1ST HALF DELINQUENT ON MAY l; 2ND HALF DELINQUENT ON NOVEMBER I: Year Amount Billed Amount Paid Parcel No. Levy Code Assessed Valuation Land Improvements Affects Lot 12 2014 $1,232.36 $1,232.36 813210-0[20-07 2100 $86,000.00 $0.00 NOTE 3: GENERAL TAXES, PLUS INTEREST AND PENAL TY AFTER DELINQUENT; !ST HALF DELINQUENT ON MAY I: 2ND HALF DELINQUENT ON NOVEMBER 1: rob/RMK Year 2014 Amount Billed $1,232.36 Amount Paid $1,232.36 Parcel No. 8132 I 0-0130-05 Levy Code 2100 Assessed Valuation Land Improvements Affects Lot 13 $86,000.00 $0.00 Order Number 5207125435 ! ~: '-': ,~ JOHN L aM 1830 Ne 24th STREET REN'!Uil, WA 98056 FILE ti?, 4910308 COMI\,lONWEAL TH LAND TITLE INSURANCE COMPANY OF PHILADELPHIA '2,- RE: QUIT CLAIM DEE.I,) Cv,.l U 3 -O<; <; '6/ IL.\ 1908 Ne 24th STREET, REN'l'Cfi, WA 98056 & VACJJ:Tr LOT Adjacent Gr•mor(s): COWAN, Jack L & Betty J ~ GrilllCO(S): COWAN, John L Legal Dcscrip<ion: Lots 12 and 13, SUNSl!T HILLS Au<ssor·, Tu Pan:.:l l.D. No. 813210-0120-07 and 813210-01~5 THE GIi.ANT OR ..... iJi\9$ .. !, . ~~--~~--~ .. '?.. ~L .~.u~,:,cJ .. ~.~-.".g!' ..................... .. .. • •• ••• • •• ' •••••••••• ········--··----.................. -~-·-······· •• u, ••••••••••••••••• " ••••••••••••••••••••••••••••••••••••••••••• fo~~ ~r~~11ror .. ~g~--~f-.. ~!' .. ~ ... ~(f~t~~--~'""'·-P"IC!'r_l_l;,. __ tc, __ ~,.P.':J.':"~!!!': .. ~" convey• ond quil claiw IO .. '7~ .. ~ .. ~~ ! .. !?· .. ~~.1)51~!' . I?!!~'!'!?!! ........................... --................... . ....................................................................................................................................... the follo.,ing dcscribod roil <SIii<. •illloillcd in die Cowny of .... --'~~'19. .................... , Si..11; of W...J1u1g10n. mi:clh<r "'ilh all •!1<r ilCquircd title of U.. ,r.,m<ll(>) !herein: Lots 12 and 13, SUNSET HILLS, according to the plat thereof recorded in Volume 169 of Plats, Page 51, Records of King county, Nashington. Datod .... ~.llR .. .U.,.J.~11 ............. .. ~aid documenl{s) were med for record l:iy Commonwealth Land Title as acco~;~ .................................................. . ~~~u:~0~ 3:,~o: t~ei~ :ri:~i~~!:~,:1~-:~~-"! .. f,: ..................... . :b'~-~AN'-~~.~---·· .. ·--·· Si.tc of W ..i,;n,1<111 K~~ Coumy of ... ~.i:i51 .............................................. . I c:onify 11w I know or bavc wi>fiCIOl)' cvidcaco lll..i ~!t:95 .. ~.~A.N .. ~ .. ~ .. il .. ~A.N ................. . (N .. 11c ul' Per...,) " !he pcr,on who •P~cd b<forc me. anli said JI<""" adnuwl,;Jll,Cd ) •ip<~ ""'"' .nJ acL'.noNkdged u IO be (hWber) fr« and vulwu.ry ;oc1 for lhc ~ runo:ru. Dated: .. f~-!_?_~'/.!. ............................. . (Su.I~ .. ···~.!.'1o"'. ~ ... ..;)..~~ l:f 1-' 9;:~ ........ ' • e, I :a ,, ..,_-, ~-....... , . . ., ... ~ .. . ..; ·~~., ... ··~ l -If,;-...... ,,. .. ··' ' \· ,,• ······ .. ..... ~!.'?: ... ~,--.. ~~~~ .. ~~-ic;,,, (To<lo) My appuin&111<111 c1pim --------~!~(9?.~ ....... -.. FILED FOR RECORD AT REQUE&l'OP.: PUGET POWER A'TT .. EXCISE T NO'" "'r REAL ESTATE DEPA;w~ ~IA SN'tl:)£f! . , , AX . 1 r<c:QI ) P.O. BOX 97034 · \ "f-{l. Kin~eco,ds ""rsion BELLEVUE, WA~~-97:u °'.Jr:::j ' l{ ,p . Dcputi ORIGINAL: ~ POWER EASEMENT FOR UNDERGROUt!D ELECTIUC SYSlcM IT ~ g For and In considerallan of One Dollar ($1.00) and olher valuabkJ ccnaldaratlon, the recelpt of which Is horaby~ acknQwladg9d, JOJiNSON CONJHACTORS CORP a Wfl!lhlOPIOD CgrpqraUoa rGrantor-herein). grants, convey~ and warrants !O PUGET SOUND POWER & LIGHT COMPANY, a Washington corporation ("Gran1ao• heroin), for I~ purposes herelnaUar sat forth a perpetual easement under, across and over the following described r9al property (th~ "Property" horoln) King County, Washlnglon. !!j ~ £.a.reel A· Tract 282, C. D. Hillman'a take Washington Garden of Eden Division No, 4, according to the plat thereof .recorded in Volume 11 of Plat~, page 82, in King County~ Wa~hington; EXCE~T the West 96 feet of the south 150 feet thereof. Parcel a· Tract 274, C. D. Hi1lmanrs Lake Waahington Gardan of Eden Oiviaion No. 4, according to the plat thereof .riacoC"ded in Volume 11 of Plats, page 82, in King County, Washington; ~ EXCEPT the South 156.24 feet of the weat 62 feet thereof. 8 {Al30 known a~ che Proposed Plat of Kenny Vue; Being a portion of the No~theast quarter of Section S, Town.ship 23 North, Range 05 Eaat, W.H.), Ex~pe as may ba olheiwlso sel fonh horall, GranlH's righla ohall be •••n:ised upon lhal portion ol 1ho Propony (lho "Right-al-Way• ha,oln) doscribad as foflowo: A-Rl;l:i\ ol Way fQut IA width ~a:•iRg f;gt Qf 1,u;h wldth QR ea,;h aldg gf a c;aRtarliRa d•c;:Rb;d' -.. &a•,ama.nt No. 1: All street and road Right.s-of-Way a~ now or hereafter deBigned, platted, and/or constructed within the above described. Property. (When said :,treet-, and roads are dedicatod td· the public, this clause shall become ~na void.) (0 Saaamant No. 2: A :ttJ:'ip of land ~ fe in width, located w-ithii:I ~aid Property lying parallel with and adjoining all public and private street and road Righta-of~Way. 1, Pu,pou. Gramoo oltall have Iha right lo COnBIJUd. opo<ato, molnlaln, <lp81r, raplace and onlarga an undorground oloctrlc konsmloalon ond/or dl,irlb<Jllon ayolom upon and uodor I~• Righl-ol·Way togtlhor with all n""8UOI)' or oonvenren1 appurtenance• theroforo, whch may Include but are not Umlted ta th• fl>Jbwlng: undarground conduits, cablaa, commtlnlcaUon 1/nwa; vaults, manholes, 1witchn, and tranaformara; and Hml·bur!ad or ground mounted laclrl1loa. Following tha lnillaJ cunstructlon of lta facllltles, Gr2.nlH may from time to lime con.,tnJct such addlllonnf lacllhlos as ~ may roquiro. 2. AcceM.. Gra.nt~a shall havo lhe right ol accHa to Iha Right-of·Way over and acrou th; Property to ;nab/a Grantee 10 axarc:lsa its rights hereunder. provided, that GranteliJ ahall compensate Grantor for any damage to lhlil Prope,ty cauaad by tho ororclse of said right ol access. 3. Obatruct10,n11 lamdaeaplng. Granlea may from time to 11ma remove traoa. bushes, or other obstructions within tho Righi-of-Way and may level and grado lho Righi-of-Way lo Iha extern ,oasonably n•<•11=,y lo carry oul lho PVJpoSH aet forth In paragraph 1 hereof, provld!KI, that rollowrng any such work, Grantee shall, lo tha extant reasonably predicable, ro;101e lho Right-cl-Way lo lho condition ~ wao Immediately prior to such work. Following lho lnstallatron of Grantaa'; unrJgrground facJl~fe!J, Gnmtor my undertake any ordinaJ')' lmprovem,nla to the landscaping ol lho Rlgh1-ol•Woy, provided lhal oo lroH or olhor planlS shall be pia<:8d lhoroc,n, which would be unreasonably axpensfv• or Impractical for GranlCKi to ,amove and JHtora. 4. Gnmlor'o u ... or Right-of-Way. Granlor roa,,...o, tho right IO uoo lh• Rlghl-cl·Woy for any purpo,o not ln<:cnslslonl with lho rights horelo granled, provided: lhat Granlor shall nol consln,ct a, malnlaln any bulldlng or other •lnJCture on 1110 Rlghl-ol,Way, which would lolorlora with Iha •rerclse of tho rlghlS heroin granted; lhal no digging, tunnellt'lg or athar 10tm of oonstruction activity shall be dona on the PtoJ)Grty, whteh would dlslurb Iha c;cmpaction or unoarth Granloo's focilltk>• on tho Right-cl-Way, or ondangor Iha laloral support to said facilltlea; and lhat no blasting shall be dori• within 15 foot of lhe Rlght-<)f•Way. 5. Indemnity. By 11.CcGpllng and recording lhls •maamant. 'lrantH agraaa to Indemnify and hold harmteaa Grantor from any an<I all clolms lor lnjurlos ond/or damagos oufforad by any porson, whh:h may be causod by the Gron1 .. ·s exerciso cf Iha right.$ herein granted; pnwklad that Grantee ahall not be responsible lo Granter fur any lnJurtes and/or damagoo !O any pollOn ca1111ad by acts or omission, ol Granlor, G. Ablndonmont. The rights herein gran1ad 1ha!I continue untU :wen time BB Grantee ceasaa 10 ua !he Right-of. Way for a period of five ,s) eucca.sstve year11, in which event this Hnmanl •hoU terminals, and all rights harliJund'ar shall r&'-lert to Grantor, provldad lhal no abandanmont lhaU be dHmCld to hava ocr:urrud by raason of Grarl'lea-'a falfura lo lnhlally Install ii> fac/lijlos on tho Right-al-Way wilhln ony period or tlmo from Iha doto haraof. 788.37 1.79 93U7443-XD1 KJ•ACOOI 235-17 7. SuCC<1nor• and ~ · , .. Toa right. and obllga!lo115 of th• part!Qa • ,ure 'to tho ban~lft o/ and ~ binding upon thol1 n,spectlua s sors and assigns. ____ _,(Jf-".L;.,<td',~..,,i?.ha,;.._ _______ __,, 1093. , a Washington Corpolldk,n STATEOFWASHINGTON ) > ·ss COUNTY OF KING ) Oo this day personally appealed bGlore ma and and __, r aly , of t • corporutlon that exOCUlad th• IOftlllolng lnatrumanl, and acl(nowledgad Iha aald lnatrumont to be tho lrae and vclun!Gry ad and t!G9d of eald corporation, for the UNs and purpo,n lhefaln mentioned, and on oath lllllfed that they authorized to axecula the l8ld Instrument and tha1 lha Mal affuclld ls Iha corporate aaal al said corpo,allon. Wrtnaaa my hand and official &Gal this 2'!/ dayol 0,ft..f'.£1. 19_tf;J __ . 64a~ Nota,y Publlc 0eor tho State of Waahlngton, Residing at 6,dq My commlaa!on e,cplrn ..5-/?-ft, .. '.·~ , .. ' . ..• .. • • ... EX?ISE TAX NOT REQUIRED \ / ,1K'".££,~ Cp .·· Records Division 0 R I GI i1 ~ i-'i ~ PUCET POWER ~'<'4~~/) =-..:._:..i...;ld.:.:::!:::l.Ll.f.~L , Deputy EASEMENT FOR UNDERGROUND ELECTRIC SYSTEM For and In oonaldaratlon of One Dollar ($1.00) and oth,ar valuBblo consldaratkm, tha receipt of which Is hereby acknow4Gdgod. JOHN l GE COWAN 0¥-SI I iM j ra JWfsN::::hm:oood::ftmt:wH@ ("Grantor" horlilln), grants, convays end warrants lo PUGET SOUND POWER & LIGHT COMPANY, a Wuhlngton co,poratlon ("Grantee• heroin), !or tho pullJOsea henilnaftar i:.at forth a perpetual easement undor, across and ovor the following described ,a41' property (tho "Property• herein) Klng C'.ounty, Washington. South 200 feet. of the West 62 feet of Lot 274 of C. D. Hillman's Lake Washington Garden of Eden Division No. 4, as per plat recorded in Volume 11 of Plats, on page 82, Records of King County; EXCEPT the North 43.76 feet thereof; Situate in the County of King, State of Washington; (Also known as the Proposed Plat of Kenny Vue; Being a portion of the Northeast quarter of Section 5, Towship 23 North, Range 05 East, W.M.). ' ' Excepl aa may be oU,orwfso S81 forth horaln Gramoo'o rlghta shall be axorclsed upon that portion of tha.Praporty Oho "Rlglrt-af•WI)"' heroin) doacri>ed as folio"": · ··. · • A Right af Wav Jaot IA rnldlh.-u1IAg 1raat af 1uc:h wldtb OR Hoh 1kle gf II GrGR~1-des~;ilbad Gi foll,g101· The South ten (10) feet of the above described Property. 1. Purpooe. Gtantea ahiafl ha!il'I tho right to construct, oporale, malnlain, rapatr, replace and enlargo an underground electrie transml11fan and/or dlstrlbollan system upon and under the Right-er-Way togathet with all necessary or convonlont oppurtonanou thoroforo, which may lncluda but an, not Umllod to the follawlng: undorgmund condutts. cabkr1, communlcallon llnH; vauha, manhalH, awltche3, And lran1lom,e1"11: and semi-buried or ground mounted !acillUu. Following tho lnttlal conslructlan of tt, facUttloa, Granloe may from Umo lo Uma ccnslrucl such addlUonal !acllklos as.ft may roqul,o. 2. Aooou. Grantoo shall have Iha right of oocass lo tho Rlght-<>f-Way over and acroH lho Property to onablo Grante• lo 8Hrclua fta rights hereunder, provkfad, that Grantee shall compensate Grantor for any damage 10 the Pmperty c.auaed by tho Hercisa of aald rig hi of """"""· 3. Obatrvctlon1; l.andacaprng. Gran tea may from time to Um• remcve tree1, buahos, or othar obalructions within fho Rlght-ol-Way and may favol and grado tho Rlghl-<>l·Way lo tho axiom reasonably nOC<lase,y lo carry out tho l)IJ,poaos sot lonh In paragraph 1 horoof, provided. Iha! following any such work, Granloa shall, 10 1he oxtonl 1oasonably pracllcable, J851ore tho Rlghl,of.Way to Iha condttlon tt was lmmodlataly prior to 1uch work. Following tho lnSlallatlon of Grantoo'a underground faollltles, Granlor my undertake any onllnary lmpn>vomonta to Iha landscaping of U,o Rlght-ol•Way, prolrided that no trooa o, olhor planla shall be pfacod 1horoon, which would be unreasonably •xpenalve or "1,Pfactk:al tor Granlao lo remQVa and restore. 4. Grantor'a Uu ol Righi-of-Way. Glantor roso,vas Iha right lo u .. tho Rlghl,of-Way for any purpose nol lnconsfS1onl with Iha rlghta horoln granted, provided: that Granlor shall nol cons11uc:1 or malnlatn any bulldlng or other S1ruC1u1a on Iha Right.of-Way, which would lnlortoro wllh Iha axarciso of lho rights heroin grantod; that no digging. funnollng or othar form 0: conslructlon a:tlvll)' shaU be dona on Iha Propony, which would dr.turb lh• c:ompaellon or unollllh Grantae'a facilltle1 on U,o Right,of,Way, or ondangor 1ha laloraf support to said lacllttlos; and that no bla.<llng shall be dono wilhln 15 faot of tho Right-of-Way. 5. fndomnfty. By accepting and rocordlng this .... monl, Grantoe agrees 10 Indemnify and hold harmless Granlor from any end all c:laln1• tor inJur~ and/or dameij91 autfarld by any penron, which m&y be caused by the GrantOGls . oxorclle of lho rlghto ho!oln ;ramod; pil>Yldod lhlll Granloe ohllll noc bo !Oaponslble lo Grantor for any lnjurlos andlo1 damagec.10any:pe~n cauaed bi,-acta oromiaalaneof Gramor. 6. Abar.donmonL Tho rlghls horaln granted ehall conllnuo unlll audl time as Grantoa ceases lo use the Rlght,of. Way for a DOriod of five (5) sua:o•slvo yoara, In which evont this aasomonl shall lormlnate and all rlghla horo11ndor shall raven u, Grantor, provided that no abandonment aha.II b4t deemed to haw OCC!urrad by rao.son of Grenleg'!l !pllure to lnillally lnllall llo fd!los on Iha.Righi-of-Way within any porfod of time fmm lho date horaof. 7. S..cceuora and AulGnL Tho righla and abllgollon, of tho panlea 1hall lnura lo lhe benefit of and be binding upon !heir ro,pocllvo sua:GSSO,. and asslgno. · i'.i! Ii! ~ = 8 ~ "' -_, n ; I ij ;;l ~ 8 FILED FOR RECORD AT REQUEST OF: 788.37 ,1-79 9307443-XOl PUGET POWER ATTN: PATRICIA SHYDEJI REAL ESTATE DEPARTMENT P.O. BOX 97034 BELLEVUE, WASHINGTON 98009-9734 235-17 . ' ' . '. 1-, D1,TED lhrsZZ dq r:1.-&-=-.,c....:'/_, _____________ _..1993 . . d ('k,,vf~ Cowl Br. Susan L ~jt Hu~aodwKo STATE OF WASHINGTON COUNlY OF KING ) ) ss ) APPROVALS EXAMINED lo.ND APPROVED 1HIS-2t.DAY OF J,...·.-..!~ , 11~:£ APPLICANT CERTIFlCA TE 5,a re r-lCihv"'--l 1}_~~ .. KING COUNTY ASSESSOR KING COUNTY ~EPUTY.·,A85ESS0R I ~) HERBY CERnPn\iAT ' AM (\YE ~RE). ~E:. ,?WNER(;)·:it\l ... f'.TI SIMPL.E QF THE LAND HERE!:JY PlAT,Rl fN 1Hi, PLAT. ., t .. EXAM!NED AND APPROVED ms __ DAY OF-4'--~· 199 CITY OF RENTONFLNANCE DEPARTMENT 1 HEREBY CERTIFY Tl-lAT THERE ARE NO ··l'.IEUNQUENi'·5pEc1Al"-.icist°SSMENTS AND ALI. SPECIAL ASSESSEMENTS Olii ANY 'Pf' .:)'l;I.E P~qf'ERTY HffiEJN CONTAINED, DEDfCA TED AS STREETS, ALL£YS OR FOR U"THER P.lJ8tJ0_.J,JSE,'·AAE PAID IN· .. FULL .. h·.·.··· .. ~ 6'.,,c~· / OIREC'i°~ OF FltfA...irry Of RENTON COMPTRQLLER'S.CERTIFiCATE 1 HEREBY CERTIFY :JHA-:" AJ:L:-~R·(Jf!~-* rAXts ARE PAJ~>.1t1AT THERE ARE NO DELINQUENT SPECIAL ASSESSME/iTS CERTIFIED Tl":} THIS Off1cE FOR COl.ilCTION AND THAT AU. SPECJAL ASSESSMENW CERTlflED m THIS omct-·.rOR COUECTION ON ANY OF THE PROPERTY HEREIN CONTAINED, DED"r<;'ATED AS STRE'e:~. AlLEYs OR FOR OTHER PUBLIC USE, ARE PAID IN AJU.:/ nilS,_c.:.;_ ___ DAY (ii;:,~~4'~-_:_··· .. , ... 199~' DIRECTOR. KING CDUNT'f.·.OF.flCE or FINANCE . . . .. ··+4s RESTRICTIONS NO LOT OR POO;\lON o.r·::.(1:.Q.T IN TH;S,.PLAT SHAU. BE DIVIDED AND SOW OR RESO~--; '. OWNERSHIP CHANGED OR ffiAU5fERREO .\W-IEREBY THE OWNERSHF' OF ANY POR1lQ~·. -OR THIS ·· PLAT SHALL BE'. L£SS ltJAN THE .. 'AAEA Rf;QUJRED FOR lHE USE DISTRICT lt,l·.'WHICH .. LOCATED. ·. \ . · THE FOLLOWING PROTEcrrvt.{:ol/OONTS, c.:bNOITIONS AND RESTRICTIONS .SHALL R1JH WITH THE LANQ AND 00 HiREB'Y 8U'l:I .LL P'ftESEHT AKI FUTURE OWN,!!:~S. HEIRS, ASSIGNS ANC)"f~ES1DENTS OF SUNSET HILLS TO BE MEMBERS OF THE HOMEOW~··ASSOCIA'IJON AS SET FORTH' IN THE DOCUENT FJLEO Ul'-&JER KING COUNT'C·AUOIT()R'fl REc«,R9!NG NO. 940GJ,30367 · SURVEYOR'S CERTIFICATE I ~y ~~~>tHAT TH;~-~T OF SUNSET HILLS , IS-EASED UPON"> :N~~~;\~w~~ ~1/:?~~SEC: :=i~:i-~crs' A~~:1~2E~t~~TiiERE~;--:· 'rHAT 1HE MONUMENTS wiLL·sc., SET ANO THE LOT ANO BLOCK CORNERS STAKE[f:coRREC1LY ON"·niE GROUND··.~ND THAT I HAVE FULLY COMPLIED wm, lHE PROVISION OF lHE ~TTING REGu[t.:ry~ms. · · .4--.....-0 KENNETI-1 J. R P.LS. CERTlFlCAlE O 5524 REcoRorNG cERTIEICAIEMe6so1977 .. .. FlLED ~QR~Rt:COR~ AT TI-IE REQUEST Of TiiE RENTON Cl't( COUNCIL TI-1/S g<t:, ··~· .• OAY OF ·,~ A.D. 199'-t. AT ...2±1 MINU"TES PAST ~. AND RECORDED , IN VOLUM.[ Of PLATS, 'PAGE:£'.:ZS"". RECOROS OF KING COUNTY ·~:~~~~TYRE~=~~~O~ £L£CTIONS ···.\. ---.~""4,,,. ()f/,,,,,...-~ ~ '.M,iY:'AGER •• : ·•·. SUPER IN TEN DENT OF RECORDS Oi'INER/ APPUCANT DEDICATION OWl£R/ll.PPLJCANT KNOW AU. PEbF"IJ;: BY T!£SE'· PRfsgiTS 11:!AT/·WE TilE UNDERSIGNED OWNERS OF IN1EREST !N THE LAr-K> HEREBY'.SUBOIW>ED,""l'ltf.!EBY DE"Cl.ARE THIS PLAT TO BE 1HE GRAPHIC REPRESENTAllc»J of°'.™E SUBDIVISION MADE HEREBY, AND DO HEREBY DEDICATE TO THE use: ~~?:~t:f~zfl~~~iiii~71i7i!!~f;LE GRADING OF SAJD,:STREETS AND A\11:NtJEs. ANO AJRTHER DEDICATE TO TI-IE USE OF lttE PUBUC ALL ~:.EASEMEN~· .. AND TRACTS SHO'NN OH TiilS PLAT FOR Ail. f'U8UC PURPOSES AS l~D1CATm",·1i-1EREON, INC'UIDING BUT NOT LIMITED ro PARKS, OPEN SPACE, UTILITIES ANDilJRAINAS)I': lJNlESS silCH Efo.SE~EHTS OR TRACTS ARE SPECIFlCALl.Y IDENTTFlED ON THIS f>l.A1; AS SE!t,IG OEOICA~ OR ~VE.YEO TO A PERSOO OR OHlTY omrn THAN PUBLIC. ACKNOWLEDGEMENTS NOTARY PU81N°'AtfciFOfUTJjmATE~ WASHINGTON, "ESIDING A"l.~.u; .:Z/4 ACKNOWLEDGEMENTS it~TE OF WASHINGTON ) ~lY Cf" KING ) THIS \s m CERTIFY lHAT ON THIS ,d DAY 0Ff·£.~~:.,:='!?.l~-~1f'!to!'i"".~"'2:0A~E~ME;::::~"'~' ~GNro. A. NOTARY Pu8UC, PERSON AU. y APPEARE'b r &i9e ~ L • IC i::fu:e! ,+( OF WASHINGTON f'roERAL SA\IING.'5, TH,U EXEC!JlED "!HE Fa!EGOING D£OICAT1Cf,,i. ANO "1i0 Aa<MO"lillEDGED TO ME. ··:,·, Tl-IE !;!AID INS1RUMENT TO BE 1ll.E FREE AND VOLUNTARY ACT -'N[) DEED Of-~(: - ASSIJ!;IATION, FOR THE USES AND PURPOSES THEREIN "ENTIOHED, AND ON 0~ S'l",1i;l'ED THA"(HE WAS AUTHORIZED TO EXECUTE ntE SAID !NSTR\..MENT. ,.'· ~-..,-, ,· . ACKNOWLEDGEMENTS STATE OF WASHING"l'ON I COONT'r' OF KING Tl·flS IS TO CERTifY fl-j,1.T ON TI-11s--1ft._DAY OF~~~19 1 E M2.,,,1ttE UNDERS ~OT Y PUBLIC. PERSONAU.Y APP~~-~ • . · , INDIYID!.IALS KNOWN TO Be: 1ED 11-IE F"OREGOING DEDICATION, AND WHO AO<NOWL.EOGED TO ME TH( SAE IN 'ffiU714ENT TO Si=" 11-IE FREE AAD VOLUNTAAY ACT AND DEED OF SAID INOMDLJALS FOR THE use:s AND PURPOSES THEREIN WENTIONED WITNESS MY HANO OFFlCAL SEAL THE DAY AND i'EA.R FlRST ABOVE ~TIEN. E AlE OF N '1'1,..--------------~,,-----------------~----",c,-,------, "' cc -PoRnorfb/\L;0t;N:J}JJilf;Tccf:f,j!R~§ENT Loi> IN THE N. W. 7/4, OF Tl-IE N.E. 1/4, OF SECTION 5, TOWNSHIP ·2.3 N.;. RANGE 5 LUA:c.,.;34-040-FP E., W.M. LND-70-Q29'5 ::· .. . LEGEND Sc£ SHEH 3 . .'bF 5 fr.QR HOU~~·-. NUMBER AODf!ESS _:'fA'ocE. . \., ,:/B FOUND MON. /IV GAS£ ·. ·.£0Ul;;;;Ef.•; ustD GRAPH!C SCALE i j . .. //295\y/ ~-~ -'-- -r~ ... .-- i 12r. "'· 17. 75• I• :._:;r 2!1 I~ 7,222 s,:; ft. ;K 5.40'' I 96.0J' S 89'07'20" 25· r 25· 04,'0l 25' I >~<\ (·_ .... /' il:;"'is. RI 7.206 s,{rt,. ·:.t'. ·NB9'"07'20~£·· .. , I ~. ~I I"; ···.,101.21' i'J:'·.• 8,461 s~/•:t, .Jo.4o tS0.61' 0>·---7s---:e,·· 4110,80' ___£. __ 5--·~ 811·:sr~2-16 126.+S--ci ru.22· -13 . 5 SET MONUMENT IN CASE 0 FOUND f /r IRON P tPE 8 FOUND 1/r RraAR & CAP SET 1/2" REBAR &: CAP • SET Pl< TACk SET LEAD & TACK -10' UTIL!TY EASEMENT _._ ______ _ 6Qo;/r-Bl.02' :J28.26' 378.87' _ 252€5. .1.)l!(ON DTM-ATO, :Ff,~ SCCOND ·T07'A,l. STATION.--'. O.W£ ' • ! 0, "' ,.: <o " 0 ~ "'~ 100.57' ' LOI 1:~ ~ 7,822 sq. ft. 0:i ! ~ ; -. ,g ~~--:Y.~ N 89"07'20" E 790.39' N.E. 24TH STREET l> APLJJFER.PROTECTION NOTICE - ·· .. ·.·.-·'!!ft LOTS CRtA?cD HrnEJN ."'ALL ltr1'i/N ZONE;, OF REh'TON's AQUIFER PROTtCm:w A/?£4. MO ARE SU8.JECT TO rHF REQUIR£/JENTS OF Tl-I£ CITY Of' RE:NTON OROINANCc ,!4J67. lHi!i'Cl!Y'S SOLE SOIJRCE OF DRINKING WATER .'S SUPPU[[) FROM A SYALLOlf' ;j/JUIF"FR UNDER Tl-IE Cl;(" S'.Jf?FACt:. f/,(ER£ 1S NO NAlVl?AL BARR/El? 'Jf:T'MIN .. 'fHE WAmi' ";ASL£ ANO "!HE GROUND SURFACE. EXTREME CARE SHOUt:) 8£ . D<ERc;fttJ 'tlf/EN HANDLJNG OF ,w r UQV!D SUBSTANCE OT1-!EJ1 !f1AN ~ T£R ro · .... ~J~-cr f'""ROM CO.I/TACT )+m, -:Hi.: GROUND SUf?FAC£. :T iS iHE OWNERS •• • ~T , :"Ci TRACT DEDICATION: TRACT ~Aw PEDESTRIAN PATHWAY AND STORM DRAl/1/AGE F"AC!LITl£S. TRACT tr PUBLIC SECONDARY AGCESS ROADWA'r AND WAT.CR FACILITIES. NOTE· SE£ SHEET 3 OF S FOR TABLE iNFORMA TION. CURVE" SHEIT 2 OF 5 ,,,n ~ ,---------------------.,. .. ~.,. .. ,-.. -----------------------C..,..--~-----~ • 0 .. ··,LENGTH ""·' 39."50. · .39.V !5../9 PLAT OF SUNSET HILLS .. ·· PORTION OF TH£ UNNUMBERED GOVERNMENT LOT IN TH£ N. W. 1/4>.0F TH£ N.£. 1/4, OF S£CT!0Ni5, TOWNSHIP 2,J N., RANG£ 5 £., W.M. . FND MON & CASE" V!SlTF:lJ 2-8-94 U.,(A~·[!4-040-FP LNQ~fQ-.0295 ~ ····.·cs;:sg SCA ' ~ ·,/';=2unlri' U;. I NE 28TH ST "'··:.. ·-. '•• I .12T. 50' (PUI l:} . : ·• -. :i~~~~-~t~·- 'J,(QN 1s o.·~·. sourr-1:: ri 89::r 6'ur w 1323.15' 5(}!5.2 • • . . td~ 1,t'), ?: ~ 1§ g ") 1--~ • 9.27' N 89UT20*Y -1324.9 IJ2J.22 {PLAT} NE 24TH ST ·:. ~ KDINE'fii:k; ! ',E N.£. 2<ra Z418 2500 ··• raa7 N.E. 'M,71-1 PL r825 • ··. 2501 K£NNEWlrii<-'PL N.E. 2419 " .. , 2413 18.30 N.£. 24-rH sTHUT·· .. 1836 " . .. ::.?: §j • . '·, c,\ JI 5~~~ A!f{I. 0.26' EA~T OF.:· 1/ft/&i,.pJR. . FND MON Ir ':ASE '!!SlrITJ 2-8-94 LEGAL DESCRIPTION BLOCK 282 OF C. D. HILLMANS LAKE WASHtNGTON GARDEN OF EDEN 0/VTS/ON NO. 4, AS PER PLAT RECORDED IN VOi..UME 11 OF PLATS. PAGE 82, RECORDS OF KING COUNTY; EXCE:P T THE WE:"ST 96 FEET OF Tl-/£ SOU TH 150 FEET THEREOF; ~i 0 '\ t~.~;~~~-="'-"'-' LOT LOT :Z LOT J LOT 4 LOT 5 LOT 6 LOT 7 LOT 8 LOT 9 LOT 10 LOT" 11 LOT 12 LOT IJ LOT 14 wr r.s wr 16 L0f 17 WT T8 i.OT /!} LOT 20 LOT 21 LOT 22 LOT 2J LOT .U LOT 25 LOT 20 LOT 27 LOT 28 LOT 29 1908 24/4 K£NNFMCK Pi.... N.E. 24'20 " &LOCK 274 OF C.0. HiLLMANS LAKE WASHINGTON GARDEN OF EDEN DIVISION NO. 4, AS PER .cLA T RECORDED IN VOLUME 11 OF ?LA TS, PAGE 82, R£COFWS OF KING COUNTY; ·'30.38 . 56.27 78.Jl <08 29.96 J?,88' JJ.i6' 1s.rJ' 2231' .18.93' 39.31 2502 2500 2514 11~~i N.E. 2~TH PL /8i4 '808 1802 2517 K£NN£1+!CK A>'E N.C. 2:;:1 " 25"5 242! 2415 24-09 ALL S!TUA TE IN SECi!ON 5, TOWNSHIP 2.3 /II., RANGE 5 E, ·tl.M. CITY OF RENTON, COUNTY OF KING, STA TE OF WASHfNGTON. SHEET J OF 5 - •.-------------~ PLAT OE SUNSET HILLS PORTION OF THE UNNUMBERED GOVERNMENT LOT IN THE N. W. 1/4, -QF TH~ N.E. 1/4, OF SECTION 5, TOWNSHIP :Z5 N., RANGE 5 E., W.M. LUA---:94::c_o4Q.c.,Fp LND-10-0295 L'c:GEND ·.: GRAPHIC SCALE ffl££$ T"Q .'?£MAI#" ·~. ro ~(.:Riuo\lE!' ----( I ---~--_/ I ,cc, " F I i T \ ' 10" Mt oo re. MA '--:)7"; j 'rRtE': Pi.ANTING RE.PLACEMENT PLAN __ ,ti 0 N.E. 24TH STREET TREE ·R~PLACEMENT NOTE/COVENANT -;~ HAVTN~·-:A_.D!.4J.t£"1FR GREAID? '!'HAN SQ-IT INCHES AND MORE"-;.THAN FIFTEEN 1-ff"T OUTS,0€ .. OF TF{E:_ flPPROVH).' BIJIWINC F007PR!Nr (AS · · .. UCASI.JRaJ FROJ,(; 17-fE: E1)Gf: OF 'TH£ 8UIL£JfNG OR 'Tf.!I! DR/1.£ff.:4,Y m THE ,RUNK OF T'1E" TFi££) SHAU NOT Bl'·',r?EMOVW Hi:111-/0UT A ROVWJE VEG£tA.710N MANA~T PERMIT fSSUED BY TH£ ... CITY Of'"RENTON. IN AfJOITION, ANY~ OF ··.· .. £/GHT fNCH~S OR MORE fN O!AME7FR !HAT ARE . .'i'D,l'OW 111:tff OR "'ITffOIJT SVCH A PERMIT S7-IALL f!£ R£Pl.Ac&i) (ACCORDiNG TO A P!AN APPROL'EP i!Y 'f'H£.Cf!Y OF RENTOfrS PI.ANNINGfiiUJLDING/ PIJBac·~s DEPARTMENT) Ar JOf!NSDN ·:: CON7RACT0RS CORPORA T!ON'S ~SE AT m£ FOU .. Oltf.NG R'A noS: 1. F(iR EACH ~2· DIAMETFR ot.r::iDvovs rR£E TO 85 REMO\fED, THRU:·-.2" DIAMETER NOl?WA Y MAP.II. OR OTHE:R COMPATIBLE SPcCIVJ AS · '-APPRO\.EIJ BY iH£ CITY OF f?ENTON, SHAU BE PLMITEO AS APPl?O"f:0 ON TH£ LOT. Z. FOR E:Aa-f tY OR GREA TfR QfAME'TU? DECIDUOUS "fR£f TO fJ£ REMOVED, ANO FOf? EACH 2" 0/AMf:TF:R G/?EA TER rHAN !HF r2• (12~16~18', ITC.) AN ADOITTONAL 2" DIAMETU? NOR WA'( MAP/.£ OR OTHER CCMPA 77BL£ SPECIES AS APPl?DVcO BY !rlE ();"Y OF RENTDN, SHALJ. BE PLA:VTf:I) AS APPROVfO FOR lHf: LOT. .]. FOR EACH !J" TO 12" DIAM-t""/FR OR GR£,4.JER I:. '11:.!WffEEN (CONfffROUS) 71?EE.. TO ~ REMO\.W, nmu: 6' ro 8' HIGH APfflOvfl) CV£RGRffN SPECIES SHAU 8E Pl.ANTm. 4. FOR EACH 12"' WAMETFR OR GREATFR EI/ERGRcEN TNEE TO BE Rf:MOVU) AND FDR E'Aai r 01.AMDER GREA'lfR THAN 1Y (T<l~/6~18: ETC.) AN AD{)/7)().'{AL 2" DIAMETER 6 FOOT TO 8 fOOT HIGH APPROVUJ E'ICRGffl:.EN sn::::rts SH.All. 8£ P!..ANTW. THE" REPLACEMENT OF REMOVJ::0 !REES SHALL BF IN ACCORDANCE Kl'11i THE CITY OF RENTON i!?ff PLANTrNG STANDAPJJS. AU. RUV.CED TREES SHALL BE P!WPERL Y STAKED, ~71UZFD, ANO /IAINTAmED BY A LANDSCAPE IJA/NTDJANCE SERVfC£, FOR A WNIMUM PfR/00 OF 1J.1,(l "r'EARS FROM THE D"A TE OF PL/1.N"lTNG. IN AJOJ7lON ro "THE ABOVE NOTES, THE: APPUCANT MAY IWSH ro .WCLUO£ A NOT[" REGARDING 'll-fE TREES POIN1cD OUT IN TH£ P'..AN PROWDm BY Tr/£ APPUCANT 7H~ JRE£ RETFJ,'TION ANO MA!NTFJIANCE: STANDARDS MLJ. 8£! RECORD£{) FOR "THIS PLAT. SHEET 4 OF 5 k• _. --• PORT1orf tf £t:bCNNtJJl'/:~f ~i-tf~~JENT LOT IN :HE N. W. 1/4, <QF THEc N.E. 1/4, OF SECTION 5, TOWNSHIP 23, N., RANGE 5 E., W.M. ·····u.;A~94-0-40-FP {NQ~tQ-,0295 GRAPIIJC SCALE .Pf;.AT FENCfNG AND SCRE£NIN.G PLAN i T 50,5.21· •..... ~ ,,. , I I :._01 ;9 !CT I? .. .. ;· / L£Gfl1.iD · .. ··, ~~-.. -~)· / ' 'J A<:'°'-'NT Ncs. 6' FENCE 4' FENCE: 1 3:3-"r 3 '1'a-3tz.c/zec, '(, /z8C3 /-UM'!.../zsoo /z.aa 1 ~E . -1-'~-~-+-----'-----'-----~~ N.E. 24TH STREET SHITT S OF' 5 WH:111 RECX>RDED RE'I\IRN TO! oma, o1 Ibo QIJ Oerk a-Mlddpal 8ulldln& :IOOMIIA_ .... ..... WA--DECLARATION OF PROTECTIVECOVENANTS,CONDITIONSAND RESTRICTIONS SUNSET BU,IS (Formerly •Kenny-Vue") FP-94-040 nus INDENTURE AND DECLARATION running with the land, made this '71!! day of June, 1994, by JOHNSON CONI'RACTORS CORP. ("Jee•) ("Declarant"), WITNESSETH: WHEREAS, Declarant Johnson Contractors Corp. is lhc owner in fee of certain real property described as Plat of Sunset Hills (formerly "Kenny-Vue"), consisting of Lots l through 10 and 12 through 29, under King County Auditor's No. ----------• which property is described on Exhibit •A•, attached hereto. Lol 11 is owned by John Cowan, and Lots 12 and 13 arc owned by Dcclarant but subject to an obligation by Declarant to rcoonvey them to Dcclarant's prcdeces.wrs in interest, Jack L. and Betty 1. Cowan. WHEREAS, Dcclarant desires to impose cert.ain protective covenants upon Lots I through 10 and 14 through 29 of Sunset Hills (formerly "Kenny-Vue") (the "Lots" or the "Real Property") for the mutual benefit of all owners, present and future; NOW, THEREFORE, Declarant hereby declare.q as follows: ARTICLE I 1.1 Declaration. The Lots shall be held, sold and conveyed subject to easements, covenants, conditions and restrictions set forth herein, all of which arc for the purpose of enhancing and protecting the value, desirability and attractiveness of the Lots; such easements, covenants, conditions and restrictions shall run wilh the land and shall be binding on all parties having or acquiring any right, title or interest in any Lot and shall inure to the benefit of each Owner thereof; a.rid are imposed upon each Lot as a servitude in favor of each and every other Lot as the dominant tenement. l. 2 Icmi. This Declaration shall be effective for an initial tenn, expiring December 31, 2010, and thereafter by automatic extension for successive periods of tell (10) years each, unless terminated, at the expiration of the initial term or of any fT......0010.JIII -1- .. -~ 8 .. '"' -· "" succeeding ten-year ill by a Termination Agreement -.ecutcd by the then Owners of oot less than one hundred percent (100%) of the Jots then subject to this Declaration. 1.3 Architectural Control Committee. The Architectural Control Committee (·Ace·) shall consist of not more than thn:c (3) members who shall be appointed initially by Declarant and remain in office until such time as one hundred percent (100%) of lhe lots subject to this Declaration have been built upon and conveyed from the home builder to a consumer. At any time prior to the resale of one hundred perc.ent (100%) of the Lots to the consumer, Declarant JCC reserves the right to extend the initial appointment of the ACC for a period of time not to exceed four (4) years from the date of the extension. Declarant JCC further reserves unto itself the right to dissolve the l'\CC ap,'<>inted by Declarant, thereby vesting the membership of the homcowne,'s Association with the authority t,:i, meet and appoint a successor ACC. The ACC may designate a single person to act on behalf of the ACC. No member of the ACC shall be entitled to compensation. The initial ACC shall consist of Gordon S. Johnson, 1309 • 114th Ave. SE, Suite 218, Bellevue, WA 98004; Michael E, Davis, 900 Meridia.ri East, #19-313, Puyallup, WA 98371-1242; and 1. Ross Worthini:ton, 13301 • 180th Ave. NE, Redmond, WA 98052. 1.4 Homeowners Assocjatjon. An incorporated Homeowners Association shall be created to own and maintain the secondary access roadway, the storm drainage retention chamber and bioftltration swale of Sunset Hills. The name of the homeowners Association shall be Sunset Hills Homeowners Association c·HOA ·). The activities and rights and obligations of the Association are set forth in Article V below. ARTICLE II 2.1 fcils:roent. On each Lot, an easement is reserved under and upon a ten-foot strip of land parallel and adjacent to front and rear boundary lines and a five-foot strip parallel and adjacent to side-street boundary lines, and adjacent to the side boundary lines (except any side-street boundary lines), such strips for utility installation and maintenance, including but not limited to power, telephone, water, sewer, drainage and gas, together with the right to enter upon the Lot at all times for such purposes. Additional utility easements are reserved as shown on the recorded plat, and others may also be recorded if required by governmental agencies or other bodies. Within such strips no structure, planting or other malcrial shall be placed or permitted to remain which may damage or interfere with the installation and maintenance of utilities, or which may change, obstruct or retard the flow of water through drainage channels. Such easement areas and all improvemc.,ts thereon shall be maintained by the Owner of the Lot, except as to utility service improvements located themn, which are the responsibility of the utility entity owning such improvements. Fencing and landscape planting are permitted on side and rear property lines as approved by the ACC. ·2- 2.2 Seo"°'"' No building shall be located "" any lot nearer to the Lot lines than required by these covenants and by codes and ordinances governed by the City of Renton. Build.et must have specific written approval from the ACC on the placement of the hou.te prior to commencing construction. Structure, fill, and obstructions (mcluding, but not limited to decks, patios, outbuildings, or overhangs beyond 18 inches) are prohibited within the building setback line. ARTICLE ill 3.1 Sjtc; PreJ!arntion. Clearing and grading, including, but not limited to the cutting or transplanting of natural vegetation on any Lot, shall not be undcrlakcn until plans for the single-family dwelling to be constructed thereon and the site plan for house placement are approved by tbe ACC as provided for herein, and building permit issued by the City of Renton. 3.2 Construction APlU'Qval. No building or other structun: shall be commenced, erected, or aJtered upon any Lot, without a building permit and approvaJ by the ACC. In addition, no exterior addition shall be made until the construction plans and specifications, and a plot plan showing the nature, kind, shape, height, materials, colors and location of the same, shall have been submitted to and approved in writing by the ACC as to harmony of exterior design and location in relation to, and its effect upon, surrounding structures and topography. If the ACC fails to approve or disapprove such design and location within thirty (30) days after such plans and specifications have been received by it, approvaJ will not be rcqwred, and this Article will be deemed to have been fully complied with. All plans and specifications, and plot plans are to be submitted to the Committee at the following address: Mr. Gordon S. Johnson, 1309 -114th Ave. S.E., Suite 218, Bellevue, Washington 98004, or at such other address as may hereafter be given in writing to the Lot Owners by the Dcclarant or the ACC. 3.3 Construction Time. Any dwelling or structure erected or placed on any Lot shall be completed as to external appearance, including finish painting, within six (6) months from date framing commences. Landscaping shall be completed within six (6) months from the date the dwelling is completed, inclusive of the lawn, rockery, shrubbery, etc., for the entire front yard, Lot line to Lot line; and, within twelve (12) months, the landscaping for the entire yard, including front, rear and sides, shall be completed. 3.4 Sjtc of Improvements. Square footage for houses to be built shall be as follows: A. All Rambler houses shall have a minimum of 1400 square feet of floor area, exclusive of porches and garage. ITAkOIIO.J!II -3- B. All Tri-level houses shall have a minimum of 1800 square feet of finished floor area, exclusive of porches and garage. C. AU Two-swry houses above dirt grade at house location shall have a minimum of 1800 square feet of floor area, exclusive of porches and garage. D. All Rambler-basement houses shall have a minimum of 1400 square feet on the main floor, exclusive of porches and garage, and a minimum total of 2400 square feet, exclusive of porches and garage. E. AU Split~try houses shall have a minimum of 13SO square feet on the main floor, exclusive of porches and garage, and a minimum total of 1900 square feet, exclusive of porches and garage. 3.S Roofs. Roofs on all buildings in Sunset Hills must be finished with 25-year dimensional composition unless written approval for use of other material is granted by the ACC prior to construction. No flat roofs shall be allowed. 3.6 Driveways. All driveways, exterior walks, and patios shall be exposed iggregate concrete .unless approval for use of other materials is granted by the ACC. 3.7 Fences. No fence, wall, or hedge shall be en:cled or placed on any Lot nearer to any street than the minimum building setback line, or the actual building setback lines, whichever is further from the .street, except that nothing shall prevent the emction of a necessary retaining wall, the top of which does not extend more than two (2) feet above the finished grade at the back of said wall. Fences bordering greenbelt areas shall be erected with the finished side facing the greenbelt areas. No fencing shall be permitted in the front yard. On comer lots, fencing shall only be allowed from the rear comer of the house to the rear lot line along the exterior side lot line. All fencing shall be approved by the ACC prior to installation. Fences shall be no higher than six (6) feet and :laid fence de.sign shall be as shown on the sketch entitled ·Fencing Design,• attached hereto as Exhibit B. 3. 7.1 Perimeter Fence. The care and maintenance will be the responsibility of the adjoining Lot Owners. If the Lot Owner fails to maintain such fence the HOA may do 50 and charge the costs of such care and maintenance to the adjoining Lot Owner as a Homeowner assessment under Article V below. 3.8 Garaies. Garages are required and shall be incorporated in or made a part of the dwelling house. No detached garages shall be permitted without wriUcn approval from the ACC. Single-car garages, carports, and detached garages are specifically prohibited. (TAJ'O<l 10.2 Ill -4-IJLC411TM 3.9 ·stick-Built· Construction. All dwellings shall be of a "stick-built· variety. Mobile home, manufactured housing, and modular homes are specifically not permitted. 3.10 Antennas/Satemte Djshes. Exterior antennas and satellite dishes are strictly prohibited unless written approval by the ACC is granted. 3. 11 Exterior finishes. The street side elevations of each home shall be finished with spruce or cedar siding, brick, authentic stone or LP siding. Vinyl, aluminum or other wood product or synthetic panels an: prohibited. LP panel may be used on non-str=t side elevations. Any deviations must have written consent from the ACC. 3.12 Colpa. The color of all exterior materials must be approved by the ACC. All vinyl or aluminum painted windows shall be white. ARTICLE IV 4.1 Busim;ss and Commercial use. Except for model homes or builders' ['-temporary sales offices and "job shacks" (construction trailers), no Lot shall be used ~ for other than one detached single-family dwelling with parking for not more than three Q (3) can. No trade, craft, business, or commercial or manufacturing enterprise or M business, or commercial activity of any kind shall be conducted or carried on upon any ~ Lot, or within any building located on a Lot, unless permitted by the City of Renton, 0 nor shall any goods, materials, or supplies used in connection with any trade, service or w:,-business, wherever the same may be conducted, be kept or slored, outside any building ::n or any Lot; nor shall any goods, used for private purposes and not for trade or business, be kept or stored outside any building on any Lot. 4.2 Maintenance Of Structures and I,.andscapine. All structures upon a Lot shall be at all timcs maintained in good condition and repair and be properly painted, stained, or otherwise finished. All trees, hedges, shrubs, flowers, and lawns shall be maintained and cultivated so that the Lot is not detrimental to the neighborhood as a whole. Slope banks upon any Lot shall be properly watered and maintained by the Owner thereof. Lot Owners shall be responsible for maintaining a Rlllndscaping theme" as set forth by the Declarant or Builder with respect to individual cul-de-sacs and/or streets. Until accepted by the City of Renton and during the two-year mainterumcc period, the Owner of each Lot must inspect the curb, gutter, sidewalk and driveway in front of their Lot on a regular basis. If damage has occurred prior to purchase, the Declarant or previous Owner is responsible. After purchase, the Owner is responsible for any damage to the curb, gutter, sidewall: and driveway in front of (T-10.Jlfl .5. that lot and shall be responsible for the repair of that damage lo the satisfaction of the City of Renton. 4.3 Prohibiled Activities. Fireanns and related activities, such as bows and arrows, BB or pellet gun target practice, are strictly prohibited. 4.4 Laundzy/Ciothes Dcyin~. Clotheslines and outdoor laundry drying are strictly prohibited. 4.5 ~. No recreation vehicle and/or commercial vehicle, including but not limited to boats, campers, motor homes, trucks in excess of three-quarter (3/4) ton, and trailers, whether operable or not, of any kind shall be parked, stored, maintained, or constructed on any Lot or street in such a manner as to be visible from the SRet or neighboring Lots. 4.6 fm. No animals or fowls shall be raised, kept, or permitted on any Lot except domestic dogs, cats, and caged birds kept within the dwelling unit; provided such dogs, cats, and pet birds are not permitted to run at large and arc not permitted to be kept, bred, or raised for commercial purposes or in unreasonable numbers. No such hou~old pet which is or becomes an annoyance or nuisance to the neighborhood shall lhcreafter be kept on any Lot. 4. 7 Oarba~c and Trash. No Lot shall be used or maintained as a dumping ground for rubbish. Trash, garbage and other waste shall be kept only in sanitary containers properly screened and shielded from adjacent properties. All equipment for the storage or disposal of such material shall be kept in a clean and sanitary condition. No trash, refuse pile, vehicles, underbrush, compost pile or other unsightly growth or objects shall be allowed to grow, accumulate or remain on any Lots so as to be a detriment to the neighborhood or become a fire hai.ard. 4.8 Noxious or Offensjyc Activity. No noxious or offensive activity shall be carried on upon any Lot, nor shall anything be done or maintained Utercon which may be or become an annoyance or nuisance to the neighborhood or detract from its value. 4.9 Water and Sewaec System. Private wells and water supply system and private sewerage (septic) system are prohibited. 4.10 Temporary Residence. No outbuilding, basement, tent, shack, garage, trailer, mobile or manufactured home, or shed or temporary building of any kind shall be used u residence either temporarily or pennanently, except for a construction shack used by an Owner's construction contractor or builder during the construction period. 4.11 Drilline, Mjnjne, Etc. Exploration for or any recovery of minerals, oil, gas, sand and gravel, or other materials, by any means or method, is prohibited. 4.12 Si£_. No sign shall be displayed to L.-public view on any Lot except one (1) professional sign of not more than one (1) square foot; one (1) sign of not more than five (5) square feet advertising the property for sale or rent, or signs used by the Dcclarant ICC, or agents thereof, to advertise the property during the initial home construction and sales period. The ACC shall have the sole jurisdiction on all signs within the boundaries of Sunset Hills, including any and all common areas. ART.ICLEV S.l Homeowners Assocjation. Every Lot Owner, by acceptance of a deed or contract for such Lot, is hereby deemed to covenant and agree to membership in the Sunset Hills Homeowners Association for the purpose of owning property as Common Arca for the benefit of all homeowners, and for the purposes of maintaining, repairing, replacing, or improving any such property or any improvements placed thereon. Such membership shall be appurtenant to the Lot owned by such Lot Owner and my not be transferred except by sale or transfer of the Lot itself. Every Lot Owner is further deemed to covenant and agree to pay when due any and all dues, nssessments, or other charges that may be levied from time to time by the Sunset Hills Homeowners Association, in accordance with these protective covenants and/or the Articles of Incorporation of such Association, and any sums not paid within thirty (30) days of the date due shall become a continuing lien on the Lot owned, which lien may be foreclosed by the Association like a mortgage. S.2 Common Expense. The following expenses shall be considered expenses in common with all the Lot Owners: operalion and maintenance of common area sprinkler systems; maintenance of common area landscaping; and operation and maintenance of the common an:as, including designated common area described in paragraph 6.1. Common expenses shall be inclusive of the cost of liability and casualty insurance in whatever amount is reasonable and deemed appropriate by the Board of Directors of the Homeowner's Association. The responsibility for the common expenses herein shall be administered by said Association. Homeowner dues shall be initially fixed at $250 per year, prorated at closing of each Lot sale and further payable every June 1st, in advance for the forthcoming year. S.3 Maximum Annual As.((;ssments. Until June 1, 1996, the maximum annual assessment shall be Two Hundred Fifty and No/100 ($250) per Lot. A. From and after June 1, 1996, the maximum annual assessment may not be materially increased without an affmnativc vote of two-thirds (2/Jrds) of the members who are voting in person or by proxy. at a meeting duly called for such purpose. A •material inaQSC• shall be an increase which inctcaSCS the annual assessment for common expenses by a percentage in excess over the of the pen:cnlagc incn:ase in the Consumer Price Index over twelve (12) month period ending one (1) rr-,0~111 -7- month before the rt of the increased assessment. : Consumer Price Index shall be 1hat applicable to • All Url>an Consumers• published by the bureau of Labor Statistics for the Scattle,.Evcrett SMSA, or if it is terminated or superseded, the equivalent of such Index. B. The Board of Directors may fix the annual ass-•ssment at an amount not in excess of the maximum. The Board of Directors shall fix the amount of the annual assessment against each Lot at least sixty (60) days in advance of the effective date of rhe assessment. s.3.1 Quorum for Any Action Authorized Under 5.3. At the fint meeting called, as provided in S.3 above, the presence of the meeting of members or of proxies entitled to cast sixty (60 % ) percent of the votes of all members shall constitute a quorum. If the required quorum is not forthcoming at any meeting, another meeting may be called, subject to the notice requirement set forth in 5.3, and the required quorum at any such subsequent meeting shall be one-half (1/2) of the required quorum at the preceding meeting. No such subsequent meeting shall be held more than sixty (60) days following the preceding meeting. 5.4 Date of Commencement of Annual Assessments: Due Dates. Annual assessments shall commence as to all u:>ts on the first day of June, 1994. Annual assessments shall be due in advance on the first day of each succeeding June. If plat has not recorded by June I, 1994 then assessments are prorated and commence as of date of plat recording. s.s Effect of Nonpayment or Assessments; Remedies of Association. Any assessments which are not paid when due shall be delinquent. If the as.sessment is not paid within thirty (30) days after the due date, the assessment shall be2r interest from the dale of delinquency at the rate of twelve (12%) percent per annum, and the Associatfon may bring an action at law against the Owner personally obligated to pay the same, or foreclose the lien against the property, and interest, costs, and reasonable attorney's fees of any such action shall be added to the amount of sucll assessment. No OWner may waive or otherwise escape liability for the assessments provided for herein by abandonment of his lot. 5.6 Subordjnatjon of Lien to Mortgaies. The lien of the assessments provided for herein shall be subordinate to the lien of any first mortgage. Sale or transfer of any Lot shall not affect the assessment lien. However, where the mortgagee of a mortgage of record or other purchaser of a iot obtains possession of the u:>t as the n:sult of foredosu1'C of a mortgage, or by deed or assignment in lieu of foreclosure, such possessor, his successors and assigns, shall not be liable for the share of the common expenses or assessments by the Association chargeable to such lot which became due prior to such possession. Such unpaid share of common expenses or IT-ID.2151 -8- assessments shall deemed to be common expe I collectible from all of the Owners, including such possessor, his successors and assigns. s. 1 Nonliabjljty of Ace and Homeownea Association Membca and Officm. Neither the ACC or the Homeowners Association, nor any member or officer thereof. shall be liable to any Owner, occupant, builder, or developer for any damages, loss or prejudice suffered or claimed on account of any action or failure to act of the Committee or member or officer thereof, provided that the member or has acted in good faith and on the basis of the facts as known to him. ARTICLE VI 6.1 Common Areas. There are two common areas within the plal; one is Tract •A•. Tract •A• is dedicated as a Pedestrian Pathway and Storm D1ainage facility. A second is Tract ·B" which is dedicated to the secondary access roadway, which will be common area of the Association. Tract •A• includes the biofiltration swale for the stonn drain system. The retention chambers which are part of that system arc located wilhin Lots 3 and 4. The maintenance of said chambers, although not within the common area, is the responsibility of the Homeowners Association. The maintenance of the pedestrian corridor which is a part of Tract •A•. the casements located on Lots 3, 4, 2, 9 and 10 related to it, and all of Tract "A" and Tract "B" are the responsibility of the Homeowners Association. ARTICLE VII 7.1 Morti:a~ Definjtjons. As used in this Declaration: •mortg<l8e" includes any deed of trust or other security instrument; (2) •mortgagee• includes the beneficiary of a deed of trust, a secured party, or other holder of a security interest; (3) "foreclosUIC" includes a notice and sale proceeding pursuant to a deed of trust or sale on default under a security agreement; and (4) •institution.al holder" means a mortgagee which is a bank or savings and loan association or cslablishcd mortgage company or olher entity chartered under federal or state laws, any corporation or insurance company, or any federal or state agency. 7.2 Morteai:ms to Approve Amendments. The prior written approval of holders of at least seventy-five (75%) percent of the first mortgagees (based on one vote for each first mortgage owned) of the individual Lots shall b: required for any of the following: A. Any material amendment to this Declaration or to the Articles of Incorporation or Bylaws of the Owners Association, including, but not limited to, any amendment which would change the obligation of any individual Owner for the pwposc of levying asse3sments or charges. IT-ID.JIii -9- B. be effectuation of any decisio__ JY the Owners Association to tennina1c professional management and assume self-management (however this shall not be dccmcd or construed 10 require professional management). C. Any act or omission seeking to change, waive or abandon any scheme of regulations or enforcement thereof, pertaining to the architectural design or the extcrlor appearance of the units, the exterior maintenance of units, the maintenance of property walb and driveways, or to the upkeep of lawns and plantings the properties. 7.3 Mort&a&ee Notice. The holder or insurer of a first mortga&e on a Lot (as wcJ.1 as the Owners) shall be entitled to timely written notice of: A. Any default under this Declaration or the Articles of Incorporation or Bylaws which gives rise to n cause of action against the Owner of a Lot subject to the mortgage of such holder or insurer, where the default has not been cun:d in thirty (30) days. B. Any material amendment of this Declaration or to the Articles of Incorporation or Bylaws of the Association. 7.4 Other Mortea2ee Rjghts. The holder or insurer of a first mortgage on a Lot shall be entitled, upon request, to: A. Inspect the books an<i records of the Association during normal business hours. B. Require the preparation of and, if preparation is required, receive an annual audited financial statement of the Association for the immediately preceding fiscal year, except that such statement n~ not be furnished earlier than ninety (90) days following the end of such fiscal year. C. Receive written notice of all meetings of the Owners Association and be permitted to designate a representative to at'.end all such meetings. ARTICLEVIIl 8.1 Bindini: Effect. All present and future OWncrs or occupants or Lots shall be subject to and shall comply with the rules and the provisions of this Declaration, and the Bylaws or regulations of the Association, as they may be amended from time to time. The acceptance of a deed or conveyance or the entering into occupancy of any Lot shall constitute an agreement Chat the provision., of thia Declaration, and the Bylaws and rules and regulations of the Association, as they may be amended from time to time, arc accepted and ratified by such Owner or occupant, ITl.lol0t10.J\II -10- and all such provisions shall be deemed and taki:n to be covenants running with the land and shall bind any person having at any time any interest or estate in such Lot, as though such provisions were recited and stipulated at length in each and every deed and conveyance or l::asc thereof. Failure to comply with this Declaration, the Articles of Incorporation, Bylaws, and Rules and Regulations shall be groundJ for an &Ction to recover sums due, for damages, or injunctive relief, or both, maintainable by the Board of Dircc:tors on behalf of the Association, or by a particular aggrieved Owner. Failure of the Association or an Owner to enforce any of !he Association's requirements shall in no event be deem~ a waiver of the right to do so thereafter. IN ~s TIIEREOF, the Declarant has hereunto set its hand and corporate seal tbis 7~ day of , \1-ti..¢ , 1994. STATE OF WASHINGTON) ) ss. COUNI'Y OF KING ) JO co CTORS On this 7th day of June , 1994, before me, the undersigned, a Notary Public in and for the Stale of Washington, duly commissioned and sworn, personally appeared GORDON JOHNSON, to me known to be the person who signed as President of JOHNSON CONTRACTORS CORPORATION, the corporation that executed the within and foregoing instrument, and acknowledged said instrument to be the free and voluntary act and deed of said Declarant, for the uses and purposes therwi mentioned, and on oath stated that he was duly elected, qualified and acting as said agent of the corporation , that he was authorized to execute said instrument and that the seal affixed, if any, is the seal of said coq,oration. IN WITNESS THEREOF; I have hereunto set my hand and official SC2l the day and year first above written. ITAMOII0.2111 (f)~~~~er1~!if=oENNE'l Notary Public in and for tJ-.c State of Washington, residing at Bellevue . t.ly appointmCllt expires: 5-17-96 -11- CONSENT BY MORTGAGEE Wa.wngron Federal Savings, as Beneficiary under a Deed of Trust dated July 26, 1993, and recorded on July 30th, 1993, under King County Auditor's Recording No. 9307301871, hereby consents that the property described on Exhibit A may be submitted to this Declaration of Covenants, Conditions and R.cstriction:i. DATED lhis ~!)/ day of -..J ,;,.;e , 1994. WASHINGTON FEDERAL SAVINGS By:~ ... , ~1,,:) - [ts: "'"" r \/· cc. f c, r STATE OF WASHINGTON) ) ss. County of King ) On this .3e,' day of -:r;;;,1.4c: , 1994, before me, the undenigned, a Notary Public in and for the State' of Washingto~ duly commissioned and sworn, personally r; C';&, 4, ,?. '/<ir6hlJHs• to me known to be the 6#•, V, ~ of WASHINGTON FEDERAL SAVINGS, the corporation that excculc:d the foregoing instrument, and acknowledged the said instrument to be the free and voluntary act and deed of said corporation, for the uses and pmposes therein mentioned, and on oath stated that he is authorized to execute the said instrument and tbnt the seal affixed is the corporate seal of said corporation. WITNESS my hand and official seal hereto affixed the day and year first above writttn . .......... •••• ~ OVE'. •,,, • C!,,, •••••• 8' .. _,• C~.?"1 t-,.P11ti.''•• t ! '... ~ ,t •,., ,,,_ •, ; ~-,o 9--< ~'&• # _,: "' .. / • ,... • . _., ... .. :.~• ,w· -o • ~ • -• ·~~:a ~ / '0~ ~ :~· ~o·-~ ,~ " .. ~: • )··.i' w" ,·::? • • '• -·_.l.. .... . •, ,, ~ . •, ·········' ~ . ••• srATE. O_.·· '"••···· ITANGe,0.21SI ~JRk4.,_.. ~· ::::UBUC ln and fw the Slalc of W'. . nnt amc ~<tf.i /p,V8S Washington, residing at dLrJ:/11,t1J My Commission F.xpires: ti -,11 -fer:- -12- CONSENT BY MORTGAGEE Jack L. Cowan and Betty I. Cowan, husband and wife, as Beneficiary under a Deed of Trust dared July 29, 1993, and recorded on July 30th, 1993, under King County Auditor's Recording No. 9307301872, hereby consents that the property described on EJthibit A may be submitted to this Declaration of Covenants, Conditions and Restrictions. DATED this 7 dayof ~-ut!!,-, 1994. STATE OF WASHINGTON) ) ss. County of King ) On this day before me, the undersigned, JACK L. COWAN and BETI'Y I. COWAN, husband and wife, 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 deed, for the uses and purposes therein mentiancd, Given under my hand end official seal this 7~ day of , 1994. -- ' . . ; (Type/Print Nam NOf ~Y PUB1:1~ in and}st ~ .of Washington, Washington,residmgM~~~,..a;~~l:M.~~;,,----~ My Commission Expires: . .._;,...,-"""-;..i/;_,.7r...;•;.:;ii~....,~::i..----- -13- EXHIBIT "A" A'l"l'ACHMENT TO DECLARATION OF PROTECTIVE COVENANTS, CONDITIONS AND RESTRICTIONS SUNSET HILLS (FoI1!lerly "Kenny-Vue") PARCi:L ~: TrAc: 2e2, c.n. Billman•e Lake Washington <Jarden af Eder-Divi.aion No. 4, according cot~ plat thereof recorded ir. Volume Ll of Plata, page 82, !.n King C:CUntY, Washington; e:x~Ei"!' che west 96 toac of the south 150 feet thereof. PMCBL B~ The wese 62 feet of Tract 274, c.D. Rillman's Lake Waeh!n;,:on Garden o! Eden ~iviaion Ko, t, acco~1ng to the plat ther1af recorded in Volwne 11 of Plats, page 82, in X1ng county, Wa•hington; ~CSPT tbe •oueh 15G,2~ feet thereof •. IAUO ~ a. Lot 2 of City of Jteni:on Let Line Adjustmer,t NumbQr 1sa.;o recorded w:.der Recording Number 91C222900l.) PAROL e, Tract 274, C.D, Rillman'• Lake Waohi119ton aa.z:den of according r.o tha plat ther.af r•coX'ded in Vclwne ll. page: 92, in King Cauncy, waahingeon, EXCEPT the WP.St 62.00 !eet: thereof. Bden D1v1sio~ 4, of Pla~s. All being a portion of the NW 1/4, of tha N.E. 1/4 of Section S, Township 23 No., Range SE., ff.H. • EXHIBIT "A" ' I J,.J? --'A .-:~ -----· ·-,#'(),"){; (,,, I (ri ; ,.,-v5, -'Elli( '2 ..,4 --r'() ,-;;t,c.r -r>1P. -) ~{' ·-·--~''x)' FT P"'1f E' 8 I o.e.-1yp. -_I/ ------r.tJfi 1-" ><4'1 T0 ~1 TTf i --10><&'1 l;,;,e,,..,.fLD;'~ tu; (.,c! t:, /.t-~. --~ ~- • 1 FENCE DE'l'AIL EXHl"BIT B ARTICLES OF INCORPORATION FOR SUNSET PJLLS HOMEOWNERS ASSOCIATION TABLE OF CONTENTS ARTICLE I NAME ....................................................................... . 1 ARTICLE II DURATION ....................................... ,, ........................ . 1 ARTICLE III PURPOSES ................................................................ . 1 ARTICLE IV I:"()~ •.•..•.•••••.•.•••••...••••••.••••••••••••••••••••..•.•..•••••••..• 2 ARTICLE V l)l~S<>~~C)f+.I' ..............................•.......•.................... 2 ARTICLE VI REGISTERED OFFICE AND AGENT .............................. . 2 ARTICLE VII MANAGEMENT ......................................................... . 2 ARTICLE VIII DIRECTORS .............................................................. . 2 ARTICLE IX LIMITATION OF DIRECI'OR LIABILTI'Y ....................... .. 3 ARTICLEX INDEMNIFICATION OF DIRECTORS & OFFICERS .................................................................. . 3 ARTICLE XI ll'lC:()~l'()llJ\.,.()~ ....••••••••••••••••••••••••••••.•••••••.••••••••.••••.• 4 ARTICLE XII ~lt1'll~CiS: ............................................................... . 4 ARTICLE XIII MEMBERS ........ ~ .......................................................... . 4 ARTICLE XIV AMENDMENT" .. , .... I I ................................... I, •• ' ••••••••••••• 4 ARTICLE XV TERl'\.1S .•..••.........•...•••..•...•••..•.••......••.•.•...••....••••••....• 4 IT"'40t00.0.0I .j .. ARTICLES OF INCORPORATION OF SUNSET IllLLS HOMEOWNERS ASSOCIATION GORDON S. JOHNSON, a person over the age of eighteen, for the purpose of forming a nonprofit corporation under Chapter 24.03 of the Revised Code of Washington, adopts the following Articles of Incorporation: ARTICLE I NAME The name of the corporation shall be SUNSET HILLS HOMEOWNERS ASSOCIATION, hereinafter referred to as the "Association.• ARTICLE II DURATION The period of duration of the Association shall be perpetual. ARTICLE III PURPOSES The Association is organized exch;sively as a homeowners' association within the meaning of Section 528 of the Internal Revenue Code of 1986 (or the corresponding provision of any future U.S. Internal Revenue law). This Association does not contemplate pecuniary gain or profit to its members. The specific purposes for which this Association is formed are to provide for maintenance, preservation, and architectural control of the buildings, grounds, and common areas of certain property in King County, Washington (the "Property"), referred to as Sunset Hills and formerly known as Kenney-Vue. The Property is subject to a Declaration of Protective Covenants, Conditions and Restrictions, (the "Declaration") which was recorded under King County Auditor's No. and which authorizes the formation of the Association. The Property is referred to in the Declaration as Sunset Hills. The Association shall promote the health, safety, and welfare of the residents within the Property, all in accordance with the provisions of the Declaration. lfA.1(0100.0UJ -1· ARTICLE IV POWERS Withoul limiting the foregoing, the Association shall have the authority to exercise any powers conferred by the Declaration, or Bylaws; exercise all other powers that may be exercised in this state for the same type of corporation as the Association; and, exercise any other powers necessary and proper for the governance and operation of the Association. ARTICLEV DISSOLUTION The Association may be dissolved with the assent given in wriling and signed by eighly percent (80%) of the votes in the Association that arc allocated. Upon dissolution of the Association, other than incident to a merger or consolidation, the assets of the Association shall be dedicated to an appropriate public agency to be used for purposes similar to those for which this Association was created. In the event that such dedication is not accepted, such c!Ssels shall be granted, conveyed and assigned to any nonprofit corporation, association, trusl or other organization devoted to similar purposes. ARTICLE VI REGISTERED OFFICE AND AGENT The address of the initial registered office of the Associatioil is: 1309 -114th Avenue Southeast, Suite 218, Bellevue, Washington 98004. The name of the registered agent at that address is Gordon S. Johnson. ARTICLE VU MANAGEMENT The affairs of the Association shall be managed by a Board of Direclors. The right to make, alter, or repeal the Bylaws of the Association is reserved exclusively to the members of the Association as set forth in the Bylaws. ARTICLE VIII DIRECTORS The number of Directors constituting the initial Board of Directors of the Association is three (3), and the name and address of the persons who are to serve as Directors until the first annual meeting of the members or until their successors are elected and qualified is as follows: (TAl,IOI00.001 -2· Gordon S. Johnson 1309-114th Ave. SE, Ste. 218 Bellevue, WA 98004 Michael E. Davis 900 Meridian East #19-313 Puyallup, WA 98371-1242 l. Ross Worthington 13301 -180th Avenue NE Redmond, WA 98052 The number, qualifications, terms of office, manner of election, time and place of meetings, and powers and duties of the Directors shall be prescribed in the Bylaws. ARTICLE IX l,rMITATION OF DffiECTOR LIABILITY A Director of the Association shall not be personally liable to the Association or its members for monetary damages for conduct as a Director, except for liability of the Director: (i) for acts or omissions which involve intentional misconduct by the Director or a knowing violation of law by the Director; or, (ii) for any transaction from which the Director will personally receive a benefit in money, property, or services to which the Director is not legally entitled. If the Washington Nonprofit Corporation Act is amended to authorize corporate actions further eliminating or limiting the personal liability of Directors, then the liability of an Elected Director of the Association shall be eliminated or limited to the fullest extent permitted by the Washington Nonprofit Corporation Act, as so amended. Any repeal or modification of the foregoing paragraph by the members of the Association shall not adversely affect any right or protection of a Director of the Association existing at the time of such repeal or modification. AR'flCLEX INDEMNIFICATION OF DIRECTORS & omCERS The Association shall indemnify its Directors and Officers against all liability, damage, and expenses arising from or in connection with service as Directors and Officers with this Association to the maximum extent and under all circumsiances permitted by Jaw. ,r .... 0100.0 .. 1 -3- ARTICLE XI INCORPORATQR The name and address of Ute incorporator is Gordon S. Johnson, 13()() -I 14th Avenue Southeast, Suite 218, Bellevue, Washington 98004. ARTICLE XII EARNINGS No part of the net earnings of the Association shall inure to the benefit of any Member or other individual other than by acquiring, constructing, or providing management, maintenance, and care of Association property, and other than by a rebate of excess membership dues, fees, or assessments. ARTICLE XIII MEMBERS Every Owner of a Lot shall be a member of this Association. Membership shall be appu1tenant to and may not be separated from ownership of any Lot which is subject to assessment. Natural persons, partnerships, corporations, trusts, or other lawful business entities may own or have an ownership interest in a Lot. ARTICLE XIV AMENDMENT These Articles may be amended by the assent of sixty-seven percent (67%) of the entire membership; provided, however, that the Board of Directors shall have the authority to appoint a new registered agent, and the Directors shall be appointed as stated in the Bylaws. ARTICLE XV TERMS The terms used in these Articles of Incorporation shall have the same me.aning as in the Declaration. ITAMOJ00.001 -4- IN WfI'Nl-__ WHEREOF, for the purpose o __ orming this A$50Ciation under the laws of the State of Washington, Ute undersigned, constituting the incolJlOralOr of this ~ssociation, has executed these Articles of Incorporation this ~~· day of .. . . ,. , 1994. .-. ' \ \ ~· / . .- GORDON S. JOHNSON . \_,) STATE OF WASHINGTON) ) ss. County of Pierce ) On this day before me, the undersigned, GORDON S. JOHNSON, to me known to be the individual described in and who executed the within and foregoing instrument, and acknowledged that he signed the same as his free and voluntary act and deed, for the uses and purposes therein mentioned. Given under my hand and official seal this ~ay of June , 1994. SHIRLEY' A. DENNEY. U (Type/Print Name) Notary Public in And For the State of Washington, residing at Bellevue, WA My appointment expires: s-17-96 ,,..,,o,oo.CM•1 -5- IT ... 0700.IMJI BYLAWS OF SUNSET HILLS HOMEOWNF..RS ASSOCIATION TABLE OF CONTENTS ARTICLE I Name and I..oca.tion .................. , .••.•.•••.•.••.• , • • . • . • • . . . •• • . • . . • . . I ARTICLE II Definitions................................................................... I ARTICLEffi Meetings of Members . • • • • . . . • • .. . . • . . • • •• . • • . • . . . • • • . • • • • . • • . . . . • • • • . • •• • l ARTICLE IV Board of Directors: Selection: Tenn of Office •• .• . ........ ..• ... •. . • 3 ARTICLEV Standard of Care for Direc.ton , .••••••.••••••• , • • • . • • • . . • • • . . • • . . . . . • • . • 3 ARTICLE V! Mee.tings of Directors...................................................... 3 ARTICLE VII Powers and Duties of Board of Directors.............................. 4 ARTICLE VIIl Officers and Their Duties................................................. 6 ARTICLE IX Committees................................................................. 8 ARTICLEX Books and Records ••••••••••••• , , ••.••••••••. , • • . • •• • • • • • • • • • •• • • • • • . • • . . . 8 ARTICLE XI Amcndmen ts • • • • • • • • • • • • . • • .. • • • • • • • • • • • • • • • • • • • • • .. • • • • • • • • • • • • • • • • • • • • • • • • • 8 (la, ARTICLE XII Indemnification of Directors and Officers............................. 9 CD C'? ARTICLE XIII 0 Attorney Fees • . • . • . . • • • • • • • • • . • • • • • • • • • • . •• •• • • • • • • • .. •• ••. • • • ••• • • . •• • • . • • • 9 "' ARTICLE XIV ~ Venue •••.••••••••••••••••••••••• ~ ••••••••••••••••••••••••••••••••••••••••••• 10 CD 0 ARTICLE XV .:, Fiscal Yea.r ................................................................... 10 :, BYLAWS OF SUNSET illLLS HOMEO\VNERS ASSOCIATION ARTICLE[ Name aud Loc.1tiM The name of lhe corporation is SUNSET HILLS HOMEOWNERS ASSOCIATION, hereinafter referred to as the •Association.• The principal office of the Association shall be IOC.!te<I at 1309 -I 14th Avenue Southeast, Suite 218, Bellevue, Washington 98004, but meetings of members and directors may be held at such. places within the State of Washington, County of King, as may be designated by the Board of Directors. ARTICLE II PrOnltior.s The terms used in these Bylaws shall have the same meaning as those used in the Declaration (the "Di!elarationH) for SUNSET HILLS, recorded under King County Auditor's No. • and as amended from time to time. ARTICLE HI Mttlings of M('lllbcrs Section I. illl[l.llal Mceli~. The first nnr.ual mcc1iror. o!' the mr.:mbcrs shall b.! held at the discretion of the original Directors within one (I) year from the date of incorporation of U1e Association. Thereafter, annual incctings shall be held on the anniversary of such date in each succeeding year, or on such date as approved by a majority of the membership if they decide the annual meeting should be held on another date for each succeeding year. If Lhc day for the annual meeting of the members is a Saturday, Sunday, or legal holiday, the meeting shall be held at the same hour on the first day following which is not a Saturday, Sunday, or legal holiday. Scc!jqn 2. Sl.£ia! Mcctin&s. Special meetings of the members may be called al any time by the President, a majority of the Directors, or on w1itten request of members entitled to vote, in the aggregate, twenty percent (20%) of the votes. ScctiQn 3. Notice qf Mectincs. Wriuen notice of each m!!t!ting of the members shall be given by, or at the direction of, the Secretary or person authorized to call the meeting, by hand delivery or by mailing a copy of such oolice, postage prepaid, at least ten (10) days before but not more !han sixty (60) days before such meeting to each member entitled to vote at the meeting, addressed. to the member's address last ITA040100.0•7J -1- appearing on the books of the Association, or supplied in writing by such member to the Association for the purpose of notice. Such notice shall specify the place, day, and hour of the meeting, and the items on the agenda to be voted on by the members, including the general nature of any proposed amendment to the Declaration or Bylaws, changes of a previously approved budget that result in assessment obligations, and any proposal to remove a Director or officer. All meetings shall be held at such place as is convenient for the members as determined by the President, but in any event, in King County, Washington. Scctjon 4. Quorum. The presence at the beginning of any meeting of members entitled to cast twenty-five percent (25%) of lhe votes of the Association shall constitute a quorum throughout that meeting for any action. If a quorum is not present or represented at any meeting, the members entitled to vote may adjourn the meeting from time to time, without notice other lhan announcement at the meeting, until a quorum as aforesaid shall be present or be represented. Section 5. Manner of Votine. At all meetings of members, each member may vote in person, by mail, or by proxy. There should be one voting Owner or agent for each Lot. Such voting Owner or agent shall be designated by the Owner or Owners of a Lot by written notice signed by each party with an ownership interest, which notice shall be filed with the Secretary of the Board of Diroctors. The voting agent need not be an Owner. Any designation of voting Owner or agent may be revoked at any lime by any one of the parties with an ownership interest in the Lot on written notice filed with the Secretary of the Board of Directors. Such designation shall be deemed revoked when the Secretary receives actual notice of the death or judicially declared incompetency of the Owner of the Lot, or of the conveyance of such ownership interest. When no designation is made, or where designation has been made and revoked and no new designation has been made, the voting Owner shall be the person or group composed of all Owners of that Lot who attend any meeting of the Association; however, votes may not be split by multiple Owners of a Lot. Thus, if multiple Owners cannot agree on a vote, their vote will not be counted on a vote of the Association membership, even though those Owners may be counted for purposes of a quorum (as if absla.ining). A proxy is void if it is not dated or purports to be revoc.ible without notice. Unless stated otherwise in the proxy, a proxy terminates eleven (11) months after its date of issuance. ARTICLE IV Board or Directorsj Selection; Tenn or Office Section l. Number of Directors. The affairs of the Association shall be managed by a Board of Directors. The number of Directors which shall constitute the whole Board shall be not less than three (3) and no more than five (S). The initial JtAICOJ00.0111171 -2· Board shall be composed of three {)) Directors. Until succeeded by the Directors elected by the Lot Owners, Directors need not be Lot Owners. Section 2. Compensation. No Director shall receive compensation for any service rendered to the Association. However, a Director may be reimbursed for actual expenses incurred in the performance of duties. Section 3. Term of Office. The members of the first Board of Directors elected entirely by the Lot Owners shall serve terms of office as follows: one (I) Director shall serve for a term of one year; one (I) Director shall serve for a term of two years; and the remaining Director(s) shall serve for a term of three years. At each annual meeting after the initial Board is elected, the members shall elect to a three-year term one new Director for each Director whose term has expired that year. ARTICLE V Stnndard of Cnre for Direct9rs If a Director is appointed by the Declarant, the care required of that Director shall be the care of a fiduciary to the Lot Owners: if a Director is elected by the Lot Owners, then the duty of care required shall be ordinary and reasonable care. However, if the statutory standard of care is, at any ti me, di ffercnt than the standard of care set forth in these Bylaws, the Bylaws shall be deemed amended so that the standard of care shall be that standard set forth statutorily for homcowncr's associations in the State of Washington. This section shall not apply where the consequences of an act, omission, error, or negligence arc covered by the insurance obtained by the Board. ARTICLE VI J\fectings or Directors Section I. Regular Meetings. Regular meetings of the Board of Directors shall be held no less than one (1) time a year at such place and hour as may be fi~ed by the Board of Directors. Notice shall be given annually to the members of next year's meetings ti mes. Section 2. Special Meet: ngs. Special meetings of the Board of Di rectors shall be held when callc<i by the President of the Association, or by any Director, after not less than three (3) days notice to each Director. The meeting shall be held at the same place as the regular meetings, unless unavailable, in which event the President shall designate the place of the special meeting. Scsai.Q!L1. Quorum. A quorum is deemed present throughout any meeting of the Board of Directors if persons cntitkd to cast fifty pcrcem (50%) of the votes on the Board of Directors arc present at the beginning. of the meeting. Members present (TAIC0100.0UI .3. through use of telephone shall be deemed present for purposes of a quorum, and may vote by telephone. Every act or decision done or made by a majority of the Directors present at a duly held meeting at which a quorum is present shall be regarded as an act of the Board. Section 4. Action Taken Without A Meeting. The Directors may take any action without a meeting which they could take at a meeting by obtaining the written approval of all the Directors. Any action so approved shall have the same effect as though taken at a meeting of the Directors. ARTICLEVIl Powers and Duties of Board or Directors Section I. Powers. The Board of Directors shall have the power to do the following: (a) exercise for the Association all powers, duties, and authority vested in or delegated to this Association and not reserved to the membership by other provisions of these Bylaws, the Articles of Incorporation, or the Declaration; (b) (c) as necessary to pursue the Association responsibilities, employ an independent contractor, or such other employees as the Board deems necessary, and to prescribe their duties; and, enforce all covenants, restrictions, and conditions of the Declaration as amended (this power does not in any way reduce the power of any member lo enforce such covenant, nor does it require enforcement unless the Board of Directors deems such enforcement necessary). The Board shall nm act on behalf of the Association to: (a) amend the Declaration in any manner that requires the vote or approval of the Lot Owners; or (b) elect members of lhe Board of Directors or detcnnine the qualifications, powers, and duties, or terms of office of members of the Board of Directors; provided, however, that the Board of Directors may fill vacancies in its membership for the unexpired portion of any term. Section 2. Duties. !t shall be the duty of the Board of Directors to do, in their discretion, as follows: [TA.940)00.0411 -4- (a) keep a complete record of all its acts and corporate affairs and to present a statement thereof to the members at the annuaJ meeting of lhe members, or at any special meeting when such statement is requested in writing by any one of the members who are entitled to vote; (b) supervise all officers, agents, and employees of this Association, and sec that their duties are properly performed; (c) as more fully provided in the Declaration, lo do as follows: (d) (e) (f) (g) IT Ak07CO.Ool 11 (i) fix the amount of the annual assessment against each Lot at least thirty (30) days in advance of each annual assessment period; (ii) send written notice of each assessment to every Lot Owner subject thereto at least thirty (30) days in advance of each annual assessment period; (iii) file a lien if the assessment is not paid within sixty (60) days: and, (iv) when deemed necessary, may foreclose on the lien after thirty (30) days but prior to ten (10) years from date of assessment; issue, or to cause an appropriate officer to issue, on demand by any person, a statement signed by the treasurer setting forth whether or not any assessment has been paid. A reasonable charge may be made by the Board for the issuance of such statement. If a statement states an assessment has been paid, such statement shall be conclusive evidence of such payment; enforce covenants as provided in the Declaration when deemed necessary by a vote of a majority of the Directors (this power of enforcement is in addition to the powers of the enforcement of any individual Owner); in the event of Common Areas, procure and maintain adequate liability and hazard insurance on property owned by the Association. Procure and maintain adequate liability insurance for the Directors of the Board of Directors; maintain any Common Areas as set forth in the Declaration; -5- I ' , ' (h) perform any and all other functions which are n~ssary for maintenance and continuance of the Association; and (i) within thirty (30) days after adoption of any proposed budget, the Board of Directors shall provide a summary of the budget to all Owners. ARTICLEVID Officers and Their Duties Section.l. Enumeration of Officers. The officers of this Association shall be a president, vice president, secretary, and treasurer, who shall at all times be members of the Board of Directors, and such other officers as the Board may from time to time by resolution create. Section 2. Election of Officers. The election of officers shall take place at the first meeting of the Board of Directors following each annual meeting of the members. Section 3. I.mn. The officers of this Association shall be elected annually by the Board and each shall hold office for one (I) year, or until that officer's successor is elected, unless the officer sooner resigns, or shall be removed, or otherwise is disqualified to serve. Section 4. Special Appointments. The Board may elect such other officers as the affairs of the Association may require, each of whom shall hold office for such period, have such authority, and perform such duties as the Board may, from time to time, determine. Section 5. Resi1rnatjon and Removal. Any officer may be removed from office with or without cause by the Board. Any officer may resign at any time by giving written notice 10 the Board, the president, or the secretary. Such resignation shall take effect on the date of receipt of such notice or at any later time specified therein, and unless otherwise specified therein, the acceptance of such resignation shall not be necessary to make it effective. Section 6. Vacancies. A vacancy in any office may be filled by appointment by the Board. The officer appointed to such vacancy shall serve for the remainder of the term of the officer who is replaced. Section 7. Multiple Offices. The offices of secretary and treasurer may be held by the same person. Secljon 8. ~. The duties of lhe officers are as follows: lfAl40)'0Q.OC71 ' ' ' ~ (a) President. The president shall preside at all meetings or the Board of Directors; shall see that orders and resolutions of the Board are carried out; and shall sign all written instruments and promissory notes. (b) Vjce President. The vice president shall act in the place and stead of the president in the event of absence, inability, or refusal to act, and shall eitercise and discharge such other duties as may be required by the Board. (c) Secretazy. The secretary shall record me votes and keep the minutes of all meetings and proceedings of the Board and of the members; serve notice of meetings of the Board and of the members; keep appropriate current records showing the members of the Association together with their addresses; prepare, execute, certify and record Amendments to the Declaration on behalf of the Association; and, perform such other duties as required by the Board. (d) Treasurer. The treasurer shall receive and deposit in appropriat~ bank accounts all monies of the Association and shall: disburse such funds as directed by resolution of the Board of Directors; sign a11 checks and promissory notes of the Association; keep proper books of accounts; cause an annual audit of the Association books to be made by a public accountant whenever requested by the Board or by one of the voting members; and, prepare an annual budget and a statement of income and eitpenditures as set forth above. The desired time for preparation shall be just prior to the regular annual meeting so that the budget and statement can be presented to the membership at its regular annual meeting. ARTICLE IX Committees The Board of Directors shall appoint such committees as it deems appropriate in carrying out its purpose. ARTICLE X Books and Records The books, records, and papers of the Association shall at all times, during reasonable business hours, be subject to inspection by any member. TI1e Declaration, the Articles of Incorporation, and the Bylaws of the Association, shall be available for inspection by any member at the office of lhe Secretary of the Association, where copies may be purchased at reasonable cost. ITANOJ00.001 -7- , , ! I ARTICLE XI Amendments Section J. Bylaws. These Bylaws may be amended only with the written approval of Owners who represent at least sixty-seven percent (67%) of the total allocated votes in the Association and holders of at least fifty-one percent (SI 'Ki) of the first mortgages (based on one (I) vote for each fir3t mortgage owned) of the individual Lots. Section 2. Conflict. In the case of any conflict between the Articles of Incorporation and these Bylaws, the Articles shall control; and in the case of any conflict between the Declaration and these Bylaws, the Declaration shall control. ARTICLE XO Indemnj(jcation of Directg_rs and Officers Section l. Right of Jndemnjfication. The Association shall indemnify its Directors and Officers against all liability, damage, or ex.pense resulting from the fact that such person is or was a Director or Officer, to the maximum ex.tent and under aII fD circumstances permitted by law. S Section 2. Effect on Other Rights. The right to indemnification and the M payment of expenses incurred in defending a proceeding in advance of its final ~ disposition conferred in this Article shall not be exclusive of any other right which any o person may have or hereafter acquire under any statute, provision of the Articles of ~ Incorporation, Bylaws, agreement, vote of shareholders, or disinterested Directors or :, otherwise. Section 3. Insurance. The Association may maintain insurance, at its expense, to protect itself and any Director, officer, employee, or agent of the Association or another association, partnership, joint venture, trust, or other enterprise against any expense, liability, or loss, whether or not the Association would have the power to indemnify such person against such expense, liability, or loss under the Washington Nonprofit Corporation Act. The Association may enter into contracts with any Director or officer of the Association in furtherance of the provisions of this Article and may create a trust fund, grant a security interest, or use other means (including, without limitation, a letter of credit) to ensure the p,1yment of such amounts as may be necessary to effect indemnification as provided in this Article. Section 4. Advance Payment. The Association may, by action of its Board of Directors from time to time, provide indemnification and pay expenses in advance of the final disposition of a proceeding to employees and agents of the Association with the same scope and effect as the provisions of this Article with respect to the ll ... 14Q700.0411 -8- ' ") . indemnification and advancement of expenses of Directors and officers of the Association or pursuant to rights granted pursuant to, or provided by, the Washington Nonprofit Corporation Act or otherwise. ARTICLEXW Attorney Fees Should any dispute arise regarding the terms of these Bylaws, the Declaration, the Articles of Incorporation, or the Rules and Regulations of the Association, the prevailing party shall recover reasonable attorney fees and costs, including those for appeals. ARTICLE XIV Venue Venue, for purposes of these Bylaws, shall be King County, Washington. ARTICLE XV Fiscal Year The fiscal year of the Association shall be a calendar year, unless determined otherwise by the Board of Directors. IN WITNF..SS WHEREOF, we, being all of the Directors of SU.t:{SEf HILLS HOMEOWNERS ASSOCIATION have hereunto set our hands··"iliis :J:..: day of \ 1994 1 / I " -· " " ' I t • i ' '(: // ) ' ./ . .. .,., ...... ""-. .. ' -. GORDON S. JOH~SO~ ). .,, / . ~-/~~;,~.:~~ MICH~DAVIS7 .. ..-. ' ... ( -· l1.U,&01DO.N1I -9- ' ol ' • CONSENT TO APPOINTMENT AS REGISTERED AGENT I, GORDON S. JOHNSON, do hereby consent to serve as Registered Agent in the State of Washington for Sunset Hills Homeowners Association, a Washington Nonprofit Corporation. I understand that as agent for the corpoxation, it will be my responsibility lo receive service of process in the name of the corporation, to forward all mail to the corporation, and IO immediately notify the office of the Secretary of Stale in the event of my resignation or of any changes in the registered office address of the corporation for which I am agent. DATED this '·. day of ___ , ___ .. ...;.. ___ , 1994. Registered Office Address: 1309 -114the Avenue SE, Ste. 218 Bellevue, WA 98004 IT-0150.ltel '· / . ~ I : ' \. \ . , .... y GORDON S. JOH~SON ' ) ,...__. ... ' . ' en ..... ....., .... = = er, = u:::, = Return Address: Karen Louis-Jeune 1825 NE 25•h Place Renton, WA 98056 Please prmt or f"ne mformahon J • ' WASHINGTON STATE RECORDER'S C over Sh t ee (!!CW 6s 114) Document Title(s) (or tran,act,on, contamc<l therein) (dl! drCcl'> ,1ppilcabk to your (foLLimcnr mut!it he fiUetl 11i") I Amendment to Declaration of Protective Covenants, Condtllons, and Restriction, for Sunset Htlh {"Formerly Kenn1:-Vue"}Homeowners Assocaahon, dated November I, 2001. Reference Number(s) of Documents assigned or released Kmg County Records No 940613-0367 Addlllonal reference#', on p<1ge o1 document Grantor(s) (Last name, first name, mttial,) I Johnson Contractors Coreoratton, 2. Gordon .Johnson , ---·--- Add,uonal name, on page of document Grantee(s} (La,t name tir,t, then lirst name ,tnd 1nll1,1l,) l -·-·· 2 -' Add1tional n<lme, on p<lgc o( document Legal description (abbrcvt<lted 1 c !01, block, plat or ,cctwn, 1own,h1p, r,rngc) Add1t1onal legal 1, on page __ ot dornmcnt Assessor's Property Tax Parcel/Account Number J\\"!C'-.\0! TJx # not ye[ ~l' .. ~1gncd The Auditor/Recorder will rely on the mlo1111.1tmn proV1<Jcd on the form The ,t,li I w1ll not , cad the document to venfv the accuracv or como!etencss ot the indexing mto1m,1uon nrovu.lcd hcicm I am reque~trng an emergency non~tanddrd recording fot an .1dd1t1onal fee a, provided m RCW 36 18 010 I under~tand that the recording proce.,.,mg 1equ1rement., m<1y cover up or otherw1,e ob,cure some p.irt of the text ot the ongrnal document -= = er, Original CC&R King County Record<; No. 940613-0367 AMENDMENTS TO DECLARATION OF PROTECTIVE COVENANTS, CONDITlONS AND RESTRICTIONS SUNSET HILLS (Formerly "Kenny-Vue") This document rncludes amendments to the Decl.1rat1on ot P1otect1ve Covenanb, Condlt10ns and Restrictions for Sunset Hills as approved by the member, ot the Sun,ct HIib Ne1ghbo1hood As1>ociat1on It does not replace the ongm<1l document = Th11> document uses the followmg conventiom, """ = • Only paragraphs w1th change& are included m the amendment However, the <1mendment may not mclude all paragr<1ph~ rel<1ted to c1 ,pec1f1c article Refe1 to the ongm<1I CC&R document for unchanged art1cle1. or portion& of <11 t1cle:, • Add1t10ns are underlmed, deletion, c1re cro,sed thiough, ,md both ,lfe mdtcated by a :,1debar m the margin of th1s document • Number:, at the begmnmg of e<1ch pat<tgtaph rctc1 to <11 t1cle number 1cfc1enc.e, m the ongmal CC&R& • The date the amendment was <tpproved by the A,;,;oc1.it1on membe1~ vote b m parenthe&e<; at the end of each paragraph ..... , c::, = = 1.3 Architectural Control Committee The Arch1tectu1,1l Cont1ol Comm1tree ("ACC") shall con~1st of not more than three (3) membc1, who ,h.1!1 be appointed mllially by Declarant and remain m office until such time ..t, one hundred pe1cent ( I 00%) of the lot1-o .',UbJect to this Declaration have been built upon and conveyed f1om the home brnlder to ,1 con,umer At any time prior to the resale of one hundred percent ( 100%) ot the Lot, to the conwmer, Declarant JCC re,erve!:. the nght to extend the 1mtial ..tppomtmcnt or the ACC to, J period of t11ne not to exceed four (4) year, from the date of the extem1011 DeclJr,mt JCC turther re~erve, unto tt,elf the nght to dt~~olve the ACC appomted by Decl..t1 ant, thereby ve,tmg the member,htp of the homeowners As,oc1at1on with the authority to meet and ..tppomt ,l ,ucce;w1 ACC The five Elected Board Members shall serve as the Architectural Conuol Committee (ACC) ..tnd ..tll ACC issues will be addres&ed through the approved "P1 otect1ve Coven.1ni... Cond1t1on,. and Restrictions Enforcement and Appeal ProceM,, e~t..tblt~hed Octobe1 29, 1997 The ACC member terms will coincide with the Elected Board Member, term:, The ACC m,1y de~1gnate a ,mgle per~on to act on behalf of the ACC No member of the ACC i,hall be entitled to compen,dt!On The m1t1al ACC shall cons1,t of Gordon S Johnson, 1309 -I 14th Ave SE, Suite 218, Bellevue, WA 98004, Michael E Davis, 900 Mend1an Ea~t, # 19-313, Puyallup, WA 98371-I 242, and J Ros~ Worthmgton, 1330 l -180th Ave NE, Redmond, WA 98052 (App1ovcd February 15, 1998) 3.2 Construction Approval No buildmg or othet ,t1ucture mcludmg but not limited to de~k~. porches. pat10s. shed~. Jnd gazebo,, ,h,11! be commenced, e1 ectcd, or ..tltered upon any Lot, without a bmldmg permit 1f reqmred by the City of Renton, ,md ..tpproval by the ACC In .iddit1on, no exterior add1t1on ,h..tll he m.ide until the con,t1 uctJon plan, ..tnd spec1ficat1ons., ..tnd a plot plan ~howmg the rh1tu1e, kmd, ,hdpe, height, m,1tenJl~. color, and locat100 of the ,ame, shJ!I have been ~ubmitted to ..tnd ..tpprovcd 111 wntmg by the ACC J,'> to harmony of extenor de:,1gn and locat1on 1n rel,1t1on to, and 1t1, ettect upon, .,unoundmg ~tructure:, and topography If the ACC fail, to approve 01 d1t.app1ovc ,uch dc,1gn ,md loc,111011 within thirty (30) days after such plan~ and ,pec1f1c..t11om hJve been received by 1t, approval will not be required, and this Article will be deemed to have been fully complied with All pl..tns ..tnd ~pec1fications, and plot plan, are to be wbmitted to the Committee u,mg the tot m nrov1ded by the Committee, at ~uch addre~, a~ may here..tfter be given m writing to the Lot Owner, by the Declarant or the ACC (Approved June 2001) 3.7 Fences No fence, wall, or hedge ,hall be e1ected 01 pl,Kecl on ,my Lot neJrer to any street th..tn the mmtmum butldmg ,etback hne, oi the .ictual bu1ld111g ,etb.ick lme&, whichever ts further from the street, except th.1t nothrng ,hJl] p1evenr the e1ect1on ot a ncce...,ary retammg wall, the top of which doe, not extend mo1c thdn two (2) feet Jbove the hm,hed giade at the back of ~aid wall Fence~ boidenng greenbelt aie.t, ,h,lfl be e1ected with the fm1,hed side facing the greenbelt area, The c..tre and m,unten,mce ol the wood tcnce enclo,mg a port10n of the B10ftltratwn Sw..tle will be the re1,pon,1b11ity of the ,1d1ommg Lot Owncis. while the cham hnk fence will be the A,~ociat10n', re,pom,1b1hty for m<1mt,unmg Any damJge to the ch.im lmk Amendments to Declarations of Protec11ve Covenants. Cond1t1ons and Restnct,ons -Sunset Hills Page 2 of 4 November 1, 2001 = = <"""> fence caused, directly or md1rectlv, by any membe1 of the a,,-oc1c1t1011 mu'>! be 1cpa1red to 1t, ong1nal state at that member'~ expense, as approved by the ACC No tencmg ,hall be perrrntted m the front yard On corner lot~. fencing ,hall only be allowed f1om the ftont coiner of the hou,e to the re.tr lot hne along the exterior ,HJe lot !me All fen<.:mg ,h.ill be d.pproved by the ACC pnor to mstallat1on Fences sh..tll be no higher th,111 ,1x (6) tee! .ind qud fence dc,1gn ,h.ill he ..t, shown on the sketch entitled "Fencing Dc,1gn," ,tttachcd lie1eto a, Exh1h1t B (App10ved November 21, 1998 and June 200 I) 3.10 Antennas/Satellite Dishes. Exterior antennc1, and s<1tell1te d1,he, larger than one meter (3 feet) m diameter are ,tnctly proh1b1ted unlc,_., w11ttcn approv.il by the ACC " granted (Approved November 2 I, 1998) 3.12 Colors. The color of .ti! extenor rn<1tenal,, mcludmg fence, ,md all ,tructure, 1dent1f1ed m paragraph 3 2, rnust be approved by the ACC All vinyl or ,tlurmnum painted wmdow~ shall be white (Approved June 200 I) 4.5 Vehicles. No recreation vehicle ,:md/or commc1c1,d vehicle, rncludmg but not limited to bo..tt<., camper,, motor home,. trucb rn exec,, of th1ee-qu,11ter (3/4) ton, and tr..tile1s, whether operable or not, of any kmd shall be p<trked, ,tmed, mJmtc1111ed. 01 comtructed on any Lot or ~treet m such a manner a5 to be v1,1ble from the ,t1cet oi nc1ghbo1111g Loh Inoperable passenger vehicles or motorcycles are also not permitted m ,uch J manner ,1, Lo be v1,1ble from the street or neighboring Lot5 (Approved November 21, 1998) 4.7 Garbage and Trash No Lot ,h.Jll be u,ed or m<11nl,nned ,l'> a dumping ground for rubb1;,h Tr<1;,h, garbage and other wJste ,h,dl be kept only rn clm,ed ,,m1t<11y container;, Garbage cans and recycle brns must be properly .,c1eened ,md ,h1elded trom .idpcent propert1e, One closed yard W<ll>te contamer per lot may be ,tllowed m .i v1Mble loc,tt10n <1t or neM the dnveway next to the house All equipment to, the ,t01,tgc 01 d1;,po,al ot ,uch m..tten<1l ,hall be kept m a clean and sanitary cond1t10n No tr,l',h, refu,e pile, vehicle,, undcrbnhh, compo,t pile or other unsightly growth or objects ,hall be allowed to grow, accumulate 01 1em..tm on ,my Lot<, so c1~ to be c1 detnment to the neighborhood or become a foe h,w11d (Approved June 2001) 4.8 Noxious or Offensive Activity or Safetv Hazard. No nox1ou, or oftem1ve activity ~hall be earned on upon any Lot, nor ~hall ,inythmg be done 01 mamt.imed thereon which m.iy be or become an annoyance or nu1"c1nce or c1eate .i ,dfety hc1zard lo the neighborhood or detract from It, value (Approved June 200 J) 5.2 Common Expense. The followrng cxpen,c, ,hart be con,rdcred expense, 111 common with all the Lot Owners oper.J.tton J.nd m.i111tcnc1ncc ot common <1rc<1,p1111kle1 ,y;tem,, mamtemmce of common area l.ind,c.J.pmg, ,ind oper,tt10n ,ind m,untcnance ot the common are.i,, mclud1ng de,1gn.ited common arec1 de,c11bed 111 paiag1,tph 6 I Common expcmc, ,hall b" mclus1ve of the co~t of II..tb!l1ty and c.t,ualty 1mu1ancc in wh,ttever arnount 1, 1e.1,onablc ,tnd deemed appropriate by the Boc1rd of D11ector, of the Homeowner\ A,,oc1at1011 The Amendments to Declarations of Protective Covenants, Condthons and Restnctrons -Sunset Hills Page 3 ot 4 November 1, 2001 = = ~ respons1bll1ty for the common expen~es herein ;,hall be adm1rn1,teied by ,ard A,,oc1.i.t1011 · Homeowner due~ shall be m1t1ally fixed at $250 per year, ,.md ch,mged to $100 per ye,11 a;, ot July 1997 prorated at clo:,mg of each Lot ,ale and fm ther p<1y,1ble every .kttte-J.!!ly_l,t, m adv<1nce for the forthcoming year (Approved May 21, 1997) 5.4 Date of Commencement of Annual Asse,~menl~ Due Dc1te<, Annuc1l a%essments shall commence a'> to all Lot~ on the t11,l day of June 1994 Annual a,,e;,;,ment; ;,hall be due m advance on the first day of each ,ucceedmg JtttiebJ!y The ,mnual a,;,e;,;,ment penod ~hall run from July I to June 30 If plat ha~ not recorded by June I, 1994 then <1;,;,e,sment~ are prorated Jnd commence a'> of date of plat record mg (Approved M,iy 21, I 997) ST ATE OF WASHINGTON) )s;, County of Kmg Karen Lom;-Jeune, duly elected Secretary for the Sun,et Hdl, Homeowneis A,,oci<1t1on, On this 9th day of January , 2002 bcfo1 e me, the under;,1gned, a Not<1ry Public 111 and for the State of Wa,hmgton, duly commi,s,oncd Jnd ;,worn per,onally appeared Karen Louis-Jeune to me known to be the duly elected Secretary of the Sunset Hills Homeowner~ Assoc1d!10n , the md1v1dual who executed the within <1nd foregoing instrument, Jnd acknowledged that ,he ,1gned the ,,une ,t, her f1 ee .i.nd voluntJry Jct and deed, for the use~ and purpo,e, therein mentioned Given under my h.ind and offict,il ~e.11 th 1, 9,11.. day ot ~/M.~02 Amendments to Decfarat1ons ot Protective Covenants, Cond1t1ons and Restnct1ons -Sunset Hills ~·Cl@~ LESLlE BRYANT Notary Public m ,1nd to1 the St<1te ot W .i,hmgton, 1c,idrng ,tt ~- My Comm 1'>'-IOn Ex p11 c, __ ~__,/'-"-;;-__,_"/_,/'--()-C..? __ _ Page 4 of 4 November 1, 2001 ,/ 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:\ 1. On the 3 I day of J2 ,.£.-, , 20.J..±.., I installed information sign(s) and plastic flyer box on the property being first I public located at ---1-l-'l+-o___,e,=c..._-=2-~AJi=<-''-=----",,~-'--,'I,'-',--for~ following project: z...4--~·s-~+ Project name -, C,~(\.._ Owner Name 2. I have attached a copy of the neighborhood detail map marked with an "X" to indicate the location of the installed sign. 3. This/these public information sign(s) was/were constructed and installed in locations in conformance with the requirements of Chapter 7 Title 4 of Renton Municipal Code aod th• City, "P"blic lofo~at;oo Sigcs lcst;;;t'"' package lnstalle~ nature SUBSCRIBED AND SWORN to before me this 3/""r-day of (1, c~n1 b -0,r-, 20_!_:{_. BONITA M. BABCOCK 1 NOTARY PUBLIC I ST,\Ti: OF i ;:;H',iGTON CC1v1:t1tvS1v',i EX?lhES SEP1 tMucri 22. 2017 NOTARY PUl;lLIC _in and for the State of Washington, residing at !<en k . w..A . J My commission expires on '} -2..2. -17 H: \CED\Data\Forms-Templates\Self-Help Handouts\Planning\pu bsign.doc -3-12/13 RECEIPT EG00032155 ------------------------------------------ BILLING CONTACT Bill Hughes W H HUGHES CO INC 14401 ISSAQUAH-HOBART RD SE , 104 ISSAQUAH, WA 98027 REFERENCE NUMBER FEE NAME LUA 14-001654 PLAN -Modification PLAN -Short Plat Fee Technology Fee Printed On: 12/31J2D14 Prepared By: Angelea Wickstrom TRANSACTION TYPE Fee Payment Fee Payment Fee Payment Transaction Date: December 31, 2014 PAYMENT METHOD Check #5197 Check#5197 ~heck#5197 SUB TOTAL TOTAL AMOUNT PAID $100.00 $1,400.00 $45.00 $1,545.00 $1,545.00 ,,,.,.,., •• 1. \ -,,, Page 1 of 1