Loading...
HomeMy WebLinkAboutReport 1SEr a/tr wt ! - CJP Lsf 1]Du -N TON ROGERS SHORT PLAT RECORDING SE 114 OF THE NE 1/4 OF SEC. 10, TKV. 2314., RGE. 5E., WW. CITY OF RENTON. KING COUNTY WASHINGTON GRAPHIC SCALE T'-40 BEARING MERIDIAN: 3 2 A HEARING OF NOO172'42'E ALONG THE CAST SECTION LINE AKRIN LIE orz 1 0 I4NER 40 80 120 BETWEEN THE NE SEC. CORNER AND THE E 1/4 CCOF SEC Io- Z3 os SECDON 10-23-a% PER KING COUNTY SHORT PLAT NO. La2SQ016, AS RECORDED IN BOOK 172 OF SURVEY; PAGE 205, RECORDS OF KING COUNTY, WA94WGTON. GTY OF RENTON CON _ POWT ma $845 $ - - - - - - N. E. 10TH STREET arm 'IT "t 5 Dow 1.3 !I CAY _ 'iRALr IfOADNMY KEC s}rcaw4w CIF Z �� 4 sr�eYo'E eet.m rr,Lc'o � LLJ �— S�lr�OY 4],.ar' SITE BETfOY MARX: "• 1.¢OQ TW QA41 100. W' R.1 fLEv.-1r!24' AOP R00' ROP R-O-W OT 1 PRIVA�EINGRESS, EGRESS J 7�s�1 WAM EA-12.06 AND UTILITY, EASEMENT Er = TD,zsa � r7 Rlc,dN 200703050W718 1 / ADDRESS 50 l LOT 15503 NE fOfhLOT si AP \ �� u '�'� LOT 3 �tE ar' u m' r sae�o�-E i$ RtnR 7tr PULLS SEKN CAtE!Ort m ARE" (,440 1 R; CITY OF RENTON 1�?LGYI MAFM IMO. Rp4T21 >aaY L via txva c+tsnn� ac+wc 10 11 \ vETUWn �` °1"ONi� rswT CP1T >!Ov[M.; - X CaiN te nrFrp - t r- — - \ rL I CM- siz OY E 1/4 C7REX or0 2S S ` LOTS £ ka -� ewR IAREA-, 1,Bfl5 rt ' r I NET- TO,2d5ef NATIVE GROWTH PROTECTION EASEMENT CITY OF RENTON CONTROL POINT NO. r852 FGM41 S SWAOE BUSS DW m P1 w'c" 94AW 10 SE sm MR ER ar 4 I LOT 2 15 1 :E� ]o-as-e 14 i SGiRIU''E 2r1,7S i Ul1E OF K �9Qi rn_TC 90 m m 1/4 70riu02i Sm.E4' ` YC vP WETLAND NOTES: z? 1) THE WETLAND FLAGS AND SOIL LOG PITS SHOWN CWr THE MAP PAGE MERE DERIVED BY BERGER/ARAM ENQWEERS, OIC ON FEBRUARY f7.2006. GECIM"SIONS, WC. LOCATED THESE FLAGS ON MARCH x 2006. THE OCTLAND PLAGS SHOWN ON THIS NAP ARE MARKED AS FOUND IN FIELD, WETLAND BUFFER TABLE ar ] 1 WETLAND TABLE LAVE BEARING1N57ANCE tr 11y� L} 315107 }4, LEGEND FOR MAP PAGE FOUND MONIIYENT ON 0310212" AS NOTED a FOUND REBAR AS NOTED • SET 3/8' BAR h CAP 'GECO LS J T5025' Q CENTERL&W OF ROAD NEW PROPERTY LANE AL RETLANO FLAG 'MARKED AS FOUND IN FTETD' ----------- EDGE OF WETLANDS - - - - - - WETLAND BUFFER EDGE S AREA 12.310 SQ,FT : LNE EDIT FEM a L}Li ,04. a um LL7 u L6 Kt1tn t4a 9� PLAT L7 • r0.},]I � 70.D7 LME AWL RApRS mTA =rA'W'E 14a0'r C7 4nm 7SOP ptY1 C} H ]SOP r,n • ° VERTICAL DATI1M:MsTm o] o}—}ooe) uox5 CITY OF RENTON BENCH MARK NO_ RENT2101 (NANO 19W) *sEE NAP FOR OETA&o mruwATH/T- EUVAVCW CW COPPER PIN - ST202' REFERENCES USM! CITY OF RWON LUA-05-108-LLA, V.T97, PAGE 007, KC RECORDS KING COUNTY aLA NO. L02SO016, V. 175, PANS 2D5 AND 206. KC RECORDS RECORD OF SURVEY, V. 152. PAGE iU KC RECORDS 1. 0 CONTACTS OWNERS: SURVEYOR: P.]wrL rSiME fitlOr[x9M5 4Yb5 �ntlui�LMI. .A MO,IC SO6-Ntr-l1YA ownK 2�1 aae-a�a +rC .. l]Lv1 sae-awo Larr• N2R5 11[Y�'a A. SrG9 APPLICANT: CIVIL ENGINEER: rE-za • rt n+eLo•w, si.+cEs 1311 �r] ,moo x s o'aK acvr.��wr NEV/A, SEC. 10, T. 23 N., R. 5 E., W_M. SURVEY NOTES LesuoENCWFT� awnerMere �Q: Lwu i1wbLY Wws Llw•Lp! Wl IYtwM1 7�}K'i� �nQMi�E esW n.vq AE Yrm, wor—w]�rtr•w••Aaw•,A•r 6.w.w� »esAtixam�v.:,s �.. Ao.ra. eo.a. •,A..o pprnm r']W 2" p. CpK •P4r['r rn. C[PeE. 1M Cd1A[A fr�¢C �tr-S]-S MHO AL ROMr*CL, ec fir. d B[T,6x � "r 'LL10A La[ p[ �[ ¢c cwA• ,]c rK f /. cw[r v �.c��a Lozmm°c.s .wE ms. Rmrs n ...c Lari: rLv'�.c cis BRETZKE-ROGERS SHORT PLATS _ AE0.RMYG A�]dAN , �fe} q-1iq N• ear eaten �r:�A .depw, s Yc M rtr,1N. WA. •n n 9k.1 r.a ,m r[otl, �o-a]-m M.E. TOTH STREET --- /S•cdsm n,f x _ 5l ,10r m ,0' C4Cp �, EmSA,fN 3I E {`i wwss r v I ,a ir.nl:.r •' . PY ; 7 ..,.. `�' �,t'%"` .. � �, /lam i xsr .•.,>o,.�..., � ala i` m GSf Fi(V fkl Y� rcv ]or ffx4cE ,� o•�>o,m �m HORIZONTAL CONTROL Y1 iNll� e�-ry� Z-p, � t Mll C VICINITY MAP cMP9[TY WOWTION 4s!L"S SHEET INDEX 2••••••••cwnu1c-rec j ........ • . YO lly-a M[f 4........ .•• ••• IM SEWER PL S........ pRcfnr4 CALL 2 DAYS jiitz BEFORE YOU DIG 1404424-5555 """111ill PRELIMINARY EYz, SEC. 10, T. 23 N., R. 5 E., W.M. EARTHWORK QUANIME& ^ r TAl_„OO Gr —g1ARRY UIIbMG COI°$TONST RUCTIp1 NE Ift Si GRAM MT: 5.6' NOT '-•QG E14fif1 m I . SNOFT RA 1 1 $/TORT RAT ' I UNT 1 I I WAGE� - AVERAG"ll; Typ E nrr � z - �*- _ _ w55I' � -"ousE TO q.EAM.G IJMT uMT ® [ -.gOC�ptY A. ra, IOC MG II OF� "RT O6 ii�� I �Ftic �?, I 1 C I _ M" WATER I IIWY 1y TOP IY MEPW ` T iF.Attb I % t *me 1 OOTTTRI OF 1 PDQ °a 0 I \ I II I APEOF FAL EXCESSOML MAX 5' DUP. `4 Avfila' A e Y WALL SEOIIIk71T A1RKAP M ARE Di E14ST B"ft - I ��c SL Pglp NOT TO FIE COIISIRIICIFD I°O9TE F'WAd11C IS FOILOW�EFEMCE - I OF FLL }— GGIsgFT[O ASTAKt2EE1 M*n TK DRY SEASON Wild PRELIMINARY w' 2 ' 5 I E'A SEC. 10, T. 23 N., R. 5 E., W.M. CONK TO EXST E.a20.32 YEIIMY E%5T IE - - _ NE I th St — — j.329 qw No, m R'FFER AVERAGING i Typ 41 \ 14 S� I � I � ``Ijf ]�I 16YNN a I SD ESM'T 010 Y� s�-+s 1 .j I � _ _ — _-«ILOCJ7Eii00[L I � GM/�� 1 I fi SN TO 1 - _-2 `f l i ' I I!IF Jil /J�' r �L-eW i - o E-439.73 7YF +Y so . &5Z — TE+l3QJ' 1 vvKK"TYPJ i ------------L--� —o- cowno-i fo BE , COM51RUtfEO I� -OJLDMFFRMT I 3 3 3 sa . n gat piiNn�a Eyn'T F iff Irm • +s wa 1 • • OUVA" O+f4R3m- -� f ' -- _� :-- sui ROCERS lDT t 91 9TE ITT , PRELIMINARY[- . - 2#33.72 NE loft[ St sewn ZZ 3.0 a"55* n q TE-4310 t 1 R-4-m 50wq Ijll{II L 1VLR,6 Lg gq ALA, S' 41 BuFFER I AVERAGING Typ L41 Z\�— I .. 1 1 e 's dsvERSIaR ' f : 1 El/2, SEC. 10, T. 23 N., R. 5 E., W.M. -T- -- - II - �,-- - -�I I w=_ _ _ . I —�� J _—__—__--�_— 1 'e�_ VW' top RO 4S 10' ROT`A^"IK , i LOT' 24k ANo - i 310RI1LAr` I BRETWE Lars ` ` I cnRCE 1 e : o.>a . XOusE TO ,I R -',� Y0u5E � 1 REUANi 5 r t L' ESWT \ •ox I y 4 133Lr 0-5S-- iE..32e ,F'- 'E. yr8 w) or, - ^� rt.u,_27{RII `,aalr e': r 4 I[.a3a.6 �"Fa I [ I I 1 sun I 1Rill PRELIMINARY E{/2, SEC.10, T. 23 N., R. 5 E., W.M. Att 450 ox ggqr[[[ "p VI GRACE KKR I {OYE 4 30430 '5'I fIE 72 38 I ' +0576 SW 2 `76LE55 • 0.6i /3 -133F 3+16M, 66SS • a!513EM.MN/Fi T6SS 432.7 �6 0oo6sLi2.33 4703 420 I Tr4 ss a", 1,E.a3t..0 ati �]� 13 IE.a31426 IFu- 134LI 6'S5 •1112% E.4266O0(6�IJn rE.a770gW) Wn IE-427.SE(IN) .7d{M) CROP U4 OUT) 410 e11sT �549, -4 4.3 � I � I S 'E _ IE-alts(E�Isr. �nlrq I I 5 HOO 2w00 f-a 4-00 5.00 6.00 SANITARY SEWER PROFILE a { a ■ry m PN 3TA . 143396 Ea - M6.91 fP14y11 �� —21- 9 p aggrrqqf L PN STA - 2+50 PM ELEV . aM. 3r Y►Tpl 470� EAST r � •79 A' A ..� - I 430• 41 J 1 I 0--43 J oil- 1.W 2.W A PLAT ROAD PROFILE PRELIMINARY ;: � 5 5 BRETZKE ROGERS SHORT PLATS PRELIMINARY Landscape Plan: EV4 SEC. W, T. 23 N., R. 5 E., W.M. q� �j �.rwr,lr6,o �, tt �� 4 1 i � `� ✓. 1 i i 3 - - - `� - --�-=at `x= :,i=_ °��,�9�, �ps�L ��_,�^ r� V i . • _ __ i w e v r F^ V 1 s t r I t XL _ �a �' i1x +11• `� t' $ M! ,` l ® � �/ntrlt lelrw y� 1 1� ale `, to fer a `♦ ad ` ` `�` - — - - — � IL�tBU`�R 1 • 41, , J{II,,,, .;"`. • n,` t�. `, Yi�1 ` f R� �1 �rl �' tvT A li '';SE Vb op rouo �ryr' over i 16 kl 'kvjp\I 1r _ .,, :rr , MAN t or."Sfl�• ,\ ' } 1 I �5 d \`S �r \`` �\ �Rr4 ' `4y*n , \�+``i `���>% � r.'Y°r`. VIM, } �6 `�, , 1 11 V' 41 _ �♦ ``� ,`' ,�� �' wo wibw IN it ( / ` / �4 k , - z - _ _..--' y, It I11i 1 + ♦ i Sp` _ 'r- C N drrlllVCIR 'lllF (Ml1� 9Y II1 .p SL.IE% `` � ,�. � Oi0 iPLLM qA ]NOMf M MP�tS �� \`i cc�wrn rrt¢ r seo.r ro SGuq �, •� • Off. $• o ��\ � w..__-_-`_� o.Y� � V It- k I= renew rxtr f++6r snw m xur, N a' a IwWar PA v,6eM M Mo+rs 1F ``, `�, /a7 �1.�w' •~ e___-- �' [Wl ` ®t►s*.�ieueor0leiunw�+lm JL 16 r�nr,mlq •� ,`3- 9 .�� OdA�FP Ili[ wr w a nea 9ivw1 r6 WALE) >� ` �F'. , ``• ` `��4i "—.M� �1` 1 � ®a' seer re err r'r� I I I t�uve nv it t... ar. n or sbw ro ysma tK t`� a wAn _ Tree. to be remote - `� � ® 3000 sf �otiv� i ``-A�+t,_ ground c�e , Landscape areas J-'.---- 1 1f a -�-----�--_---�•-- ��� �_ �� V , `cam �s• aV R_4 �wx Iwo."-- 1w.1o59J9a ABC Roger Short Plat DTQD]9N, � ,vaw, Ip�r/M f•y,gyr3Y IpTlar,]d ImlO5Y3Q f9)m,fcf fp,ll6/,N 7Re"ton D ,avm.ree rpTnrnrrr fprAsprm lm�ro ' iM rr R �Ytf ]D]tk.G Wf /a!]0A ;9Tf 1pf DDCO 9]f iD]pAp Wllp]gVp 92f ]v]Mfp 1 ]m�llSl Wr1QIp/W Wffp)a{ip W]fplarrp )@yy3�y ?Z]069]YI 9„ •0f9,M 9P11pr:a]0 W)fpf9Mp mtmcsta Wf]%GW W,ID1pin f 1PI3059]5! t miplo9]o W,fafmr f W3osrsse W]fplpwp •waosr.3ee yol ,m rq.f *f191 9?Ilpfalm Wlfaf,l,0 Wffprp9Y0 W l q]D,yp rt/IDloan 91110f IFA Wllpfp9rp a)}p/09,0 � DTY,5Ya90 9Sf fpf QRO RA W f'pf�p 9r]p1 fQQQ Wf 1pf M]p Y2e IDf ,p,O ,!lJ590:3 vZi •p,�; 1C11rC�r ^" — � Qr�]arr 11aZ���rriM+iMt1r_�^O^��Ii�Yfrll�r�Aas wr�irlirl�>•��1 L9 "{/��,___ r'�����/" ri��++rr.errrr�w.�rrw�+r�r/w�r��wrr/Fr 4Y+/w wY11MYiMANMM�M ryyMr MM�rl9rYrrrMrrpyY/fr�Y Mrlyy o�r�rf rrltia..yw.w�r.��F�+rYrr�wrrrf I Roger Short Plat I 'ry W3 r��oavrsr rW7oM]Q =__w�i. rvJlo6uM +Of]Of/]M rW}p{µ}p roAPfvry Reston a rra vnw, r»-c Ilil r4rr0/p Y]!lalapO yrrOrp�p WrrprAry wr,orcry rar�vxa rar�anr wrfIIrOm Qarreravo wr,mwro 1m�vs�ar fR]65�Nr vJ=,mam >Qlroemvv axlrorwm ur+o,oWv � wrrmoMv �•,v'�y t mroravry u=rw»t-r ro�,munv ra�oer�se wr rwa�v wnorrrwi ���.� urrarowo ur,ormc var ry �wiv w,re=arso rir,vram Yl, ,O/1rcA senvrvva `ter o0 of rarvuo � . oz�v�v YPr raraoao Rrrorfouv ur rm rmo �r 'n wrronme w. rvnan �.rr'�rrrrrt r.r.�wrw�rrrr:.��.w•r...rr_�+ar.�irjkMIGngCmmty If a�nrr w...�a.wrrw�nw.y.r►.,r..HrA,,..�ra�cr�.x�n CITY OF RENTON ROGERS SHORT PLAT SNORT PLAT SE I/4 OF THE NE 114 OF SEC. TO, TWP. 23N., RGE, 5E., W.M. CITY OF RENTON, KING COUNTY, WA. LUA NO_ CfTY OF RENTON, KING COUNTY WASHINGTON LND NO, EXISTING LEGAL DESCRIPTION'S LOT D CRY of Ramon LLA LUA-Od-OBB-LLA, RECORDED IN KING COUNTY UNDER 120070222900902 VOL 2701 PAGE 144 TAX PARCEL NO. f023135.9357. DECLARATION KNOW ALL PERSONS BY THESE PRESENTS THAT WE THE UNDERSIGNED OWNERS) OF THE LAND HEREIN DESCRIBED DO HEREBY MAKE A SHORT SUBDIVISON THEREBY TO RCW 51LIZO50 AND OELCARE TTIIS SNORT PLAT TO BE THE GRAPHIC REPRESENTATION OF SAME. AND THAT SAID SHORT PLAT IS MADE IMTN THE FREE CONSENT AND IN ACCORDANCE WITH THE DESIRES OF THE OWNER(S). IN WITNESS WHEREOF WE HAVE SET OUR HANDS AND SEALS. SUBJECT TD NOTES EASMENTS PRO14SILWS CONTAINED AND OR DELINEATED ON THE FACE OF SURVEY RECORDED AUGUST 11. 1907 UNDER RECOTRDINC NUMBER 07=19072 IN KING COUNTY WA. SUBJECT TO NOTES EASMENTS PROLISONS CONTAINED AND OR DELINEATED ON THE FACE OF RECORDED LOT LINE ADJUSTMENT RECORDED FEBRUARY 22, 2007 UNDER RECORDING NUMBER 2007=2000002 IN KING COUNTY WA. EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED UNDER RECORDED DOCUMENETS RECROOED RECORDED MARCH 5 2007 AND MARCH 13 2007, UNDER RECORDING NUMBERS 20070305MOM AND 2007D31030OT770 RECORDED MARCH 3 2007 AND MARCH 13 2007, UNDER RECORDING NUMBERS 20070.70500077E AND 200703103W1270 SUBJECT TO RIGHT TO MAKE NECESSARY SLOPES FOR CUTS AND TILLS UPON SAID PREMISES FOR SOUTH EAST IISTH 5T AS AS GRANTED BY DEED RECORDED JUNE S 1095 UNDER RECORDING NUMBER 0506050791). RECORDING NO. ! VOL./PAGE METHOD OF SURVEY; PUBLIC SEWER EASEMENT: LARRY W. ROGERS INSTRUMENTATION FOR THIS SURVEY WAS A I' GEOOIMETER 000 PUBLIC SEWER EASEMENT DEDICATED TO CITY OF RENTON STATE OF WASHINOTON) VS ELECTRONIC DISTANCE MEASURING UNIT. PROCEDURES USED IN THIS SURVEY WERE DIRECT AND REVERSE ANOLES, ND CORRECTION NECESSARY, RECORDED UNDER NUMBER _-- COUNTY OF KING MEETS CITY OF RENTON, KING COUNTY AND STATE OF WASHINCTON STANDARDS I CERTIFY THAT I KNEW OR HAVE SATISFACTORY EVIDENCE THAT SET BY WAG 332-130-IM WRITTEN PERMISSION FROM CITY OF RENTON PRIOR TO ANY Larry Roy-2 GRADING CLEARIN IN THIS AREA. NO STRUCTURES ALLOWED SIGNED THIS INSTRUMENT ON OATH STATED THAT NE AND SHE IS AUTHORIZED M EXECUTE THE INSTRUMENTTO BE THE FREE AND VOLUNTARY ACT OF SUCH ACT FOR THE DECLARATION OF COVENANT: ; r0 BE CONs7RI1cT7E0 OVER EASEMENT AREA, USES AND PURPOSES MENRONED IN THIS INSTRUMENT. THE OWNERS OF THE LAND EMBRACED WITHIN THIS SHORT SUBDIVISION DATED THIS DAY OF 2007, IN RETURN FOR THE BENEFIT TO ACCRUE FROM THIS SUBDIVRON. BY SIGNING HEREON COVENANT AND AGREE TO CONVEY THE BENEFICIAL INTEREST PRINTED NAME IN THE NEW EASEMENT SHOWN ON THIS SHORT SUBDIVISION TO ANY AN ALL FUTURE PURCHASERS OF THE LOTS, OR OF ANY SUBDIVISION THEREOF. NOTARY PUBLIC IN AND FOR THE STATE OF WAS11NOTCH THIS COVENANT SHALL RUN WITH THE LAND AS SHOW ON THIS SHORT SUSD(WSIGN. RESIDING AT MY COMMISSION EXPIRES APPROVALS: APPROVED THIS _ DAY OF 2007. CITY OF RENTON ADMINSTRATOR-PLANNING/ BUXIXNC/PUBLIC WORKS KWC COUNTY DEPARTMENT OF ASSESSMENTS EXAMINED AND APPROVED THIS DAY 0F,2007 KING COUNTY ASSESSOR DEPUTY KING COUNTY ASSESSOR TAX ACCOUNT PARCEL NO. 102305-9357 RECORDER'S CERTIFICATE FlLED FOUR RECORD THIS SAY OF .2007 IN BOOK--PF Ai PAGE_AT THE REQUEST OF EDWIN JL GREEN JYR.. PRIVATE EASEMENT FOR INGRESS, EGRESS & UTILITIES Rowded under KN Cwnly Number A2DO70305000716 PRIVATE EXCLUSIVE EASEMENT FOR INGRESS, EGRESS AND UTIUTIES IS SHOWN ON THE FACE OF DHfs SHORT SUBDIVSION. THE OWNERS AND IHEJA SUCCESSORS OF LOTS 1, 2 and 5 SHALL HAVE AN EQUAL AND UNDIIWDED INTEREST IN THE OWNERSHIP AND RESPONSIBILITY FOR MAINTENANCE OF THE PRIVATE INGRESS, EGRESS AND UTILITY EASEMENT AND APPURTENANCES THESE APPURTENANCES AMC MAINTENANCE RESPONS'BfUTIES INCLUDE THE REPAIR AND MAINTENANCE Gil' THE PRIVATE ACCESS ROAD, DRAINAGE PIPES AND STORM WATER QUALITY AND CONVEYANCE FACILITIES LOCATED WITHIN THIS EASEMENT, PRIVATE SIGNACE, AND 07WR INFRASTRUCTURE NOT OWNED BY THE CITY OF RENTON OR OTHER UTTUTY PROVIDERS. MAINTENANCE COSTS SHALL BE SHARED EQUALLY. PARKING ON THE PARING IN THE ACCESS EASEMENT IS PROHIBITED, UNLESS PAVEMENT WIDTH IS GREATER THAN 20 FEET. NATIVE GROWTH PROTECTION EASEMENT: THE NATIVE GROWTH PROTECTION EASEMENT (NGPE) AS SHOWN ON THE FACE OF THIS SNORT PLAT APENTIFIES THE WET44N0 AND A ATED BUFFER AS MODIFIED MTH BUFFER AVERAGING AS SHOWN. THE CREATION OF THE NATIVE GROWTH PROTECTION EASEMENT (NOPE) CONVEYS TO THE PUBLIC A BENEFICIAL INTEREST IN THE LAND WITHIN THE EASEMENT AREA. THIS INTEREST SHALL BE FOR THE PURPOSE OF PRESERVING NATIVE VEGETATION FOR THE CONTROL OF SURFACE WATER AND EROSION, MAINTENANCE OF SLOPE STABILITY, VISUAL AND NATURAL BUFFERING, AND PROTECTION OF PLANT AND ANIMAL HABITATS THE NAIVE GROWTH PROTECTION EASEMENT IMPOSES UPON ALL PRESENT AND FUTURE OWNERS AND OCCUPIERS OF THE EASEMENT AREA ENFORCEABLE ON BEHALF OF THE PUBLIC BY THE CITY OF RENTON, TO LEAVE UNDISTURBED ALL TREES AND OTHER VEGETATION WITHIN THE EASEMENT AREA. THE VEGETATION WITHIN THE NGPE MAY NOT BE CUT, PRUNED, COVERED WITH FlLL, REMOVED OR DAMAGED MTHOUT EXPRESS WRITTEN PERMISSION FROM THE CITY OF RENTON. THE RIGHT TO ENTRY GRANTED HEREIN SHALL APPLY TO THE AGENTS, REPRESENTATIVES AND EMPLOYEES OF THE OWNERS OR SUBSEQUENT OWNERS OF THE UNDERLYING PROPERTY. LAND SURVEYOR'S CERTIFICATE THIS LOT ONE ADJUSTMENT CORRECTTY REPRESENTS A SURVEY MADE BY ME OR UNDER MY SUPERVISION IN CONFORMANCE WITH STATE AND COUNTY STATUTES IN OF 2007. A snsions DRAFT 621D FArRWAY PLACE S.E. SNOOUALMIF, WA. 98065 PHONE (425) 458-4488 FAX (206) 686-2950 VI ITY MAP N TO SCALE STA ROUTE soD SIT Z c z � LARRY ROGERS 5603 NE 10M ST RENTON,WA.98059 W 1/4 OF NE I/4 , S. 10 T.-23N R._5F DWI. BY DATE I JKJB N0. REM CHKD. BY SCALE SHEET I mow, 1 OF December 8 2009 Daniel Bretzke 1313 33`d Ave South Seattle, WA 98144 C.E.Vincent City of Renton Planning Department 1055 South Grady Way Renton, WA 98057 City Of P/annin9 p,enton sion D41 1 f iO0 9 R: Request for Extension of City of Renton File LUA07-113 SHPL-A Bretzke Short Plat City of Renton File LUA07-112, SHPL- A Rogers Short Plat Thank you for the opportunity to request an extension on these land use approvals. As applicant and agent for both these projects, 1 request the one year and the additional two year extensions for these land use applications. We hope to begin construction on public street improvements spring of 2010. . We have received approval for the engineering plans for the street and site improvements for both short plats and the two lots that were not apart of this development. In the spring of 2010 after the wet season restrictions end, we would like to install the first portion of the sanitary sewer and NE I Oth St street frontage improvements for the Bretzke short plat. Larry Rogers , the owner of . Rogers short plat at this time is unable to remove the garage, thus the completion of Rogers short plat will be delayed. The additional three years will be adequate to complete and final all phases of this joint development. Sincerely Daniel Bretzke Denis Law Mayor December 10, 2009 Daniel Bretzke 1313 33rd Avenue S Seattle, WA 98144 i .. Department of Community and Economic Development Alex Pietsch, Administrator SUBJECT:. ' Request for Extension of Project's Period of Validity Rogers Three Lot Short Plat / City of Renton File LUA07-112 Dear Mr. Bretzke: This letter is sent in response to your request for an extension of the above referenced project's approved period of validity. Section 4-7-070M of the Renton Municipal Code, relating to short plats, authorizes the City to approve a single one-year extension of the usual two-year expiration. Under Ordinance No. 5452 (RMC 4-1-080F) authorization has been given to the Planning Director to approve an additional two-year extension beyond the standard extensions possible under the Code for any landuse or.subdivision project that was:valid on or after April.1, 2009. Our records. indicate that this project will expire on January 16, 2010. We understand that you are still working to complete this project and will require additional time. Therefore,- your request for.the standard one-year extension and the additional two-year extension under Ordinance ,No. 5452 is hereby granted. You now have until January 16, 2013 to record this project. You should be aware this is a one-time only extension and if the project is, not recorded by the new expiration date it will become null and void and you will need to resubmit all application materials. I hope this extension meets your needs and that your project can be completed. You may call Laureen Nicolay at (425) 430-7294•if you have any further questions. Sincerely, r C.E. "Chip" Vincent Planning Director cc: City of Renton File No. LUA07-112 Jennifer Henning, Current Planning Manager Arneta Henninger, Plan Reviewer Renton City Hall • 1055 South Grady Way 9 Renton, Washington 98057 • rentonwa.gov op c a u u� E a '$ .s € A - o$ o PLO qOa IF a FX qQ 3 Da, EE o Qq d t+r = !Y Q S e� • C 3 "3 �� p C C a } q o z ���mva�j�, y �•� � x $v° E c� �i'.- °p'Q ° N °' Z� ,�z,�d v $ 7 aN °' o C'ag n��o OjZp�_a6�'�=S Lla _ o•e > on ¢m a v R o'� .o a�-,auW"' E_E > N F y ro.� v � �i = Fp?? u� �rz 3uIM o E w N— Z 4cc ii Q C�....f �'YS¢ `EL fir'. Si R.�r0. �� c'�c�' a.m o' yU� rL F-rv� a.~G Q EnZ=-r,, 7 �OLQ au 0 j-, o a O eC� O C w x r~ s.. coao3 CL +, �40 0 C o ���3t: ¢.C, coob a a a O O ^O y ?, 0 k oo .d �y q cn > O ci�aucdO� 4-4 �OOa 0Q,) y cps mm pC z�� �c.�a���a�n•ya,�a� � 03 w -4 an � a o o�rQ,�;s�- ,,off T MWIVI'll sl N 0 bA fY O o cu 0 c ° a C4 o � o N-� z�E Z to C A'>z 0 BUD a�L51) ra CITY OF RENTON PLANNING / BUILDING / PUBLIC WORDS MEMORANDUM Date: February 12, 2008 To: City Clerk's Office From: Stacy Tucker Subiect: Land Use File Closeout Please complete the following information to facilitate project closeout and indexing by the City Clerk's Office. Project Name: Rogers Short Plat LUA (file) Number: LUA-07-112, SHPL-A, V-A, V-A Cross -References: AKA's: Project Manager: Andrea Petzel Acceptance Date: October 23, 2007 Applicant: Daniel Bretzke Owner: Larry Rogers Contact: Daniel Bretzke PID Number: 1.023059357 ERC Decision Date: January 14, 2008 " ERC Appeal Date: February 5, 2008 Administrative Approval: Short plat approved/Variances Denied: January 16, 2008 Appeal Period Ends: February 5, 2008 Public Hearing Date: Date Appealed to HEX: By Whom: HEX Decision: Date: Date Appealed to Council: By Whom: Council Decision: Date: Mylar Recording Number: Project Description: Application for administrative short plat, environmental review and three administrative variances for a three -lot subdivision in the R-4 zone. The underlying parcel is 36,901 square feet and proposed density would be 3.94 du/ac. Access to the three lots would be from a shared private access easement with the abutting Bretzke Short Plat. The requested variances are for a reduced side yard setback along a street for the existing house; a reduced side yard setback along a street for the garage; and a variance to allow a garage In the front yard setback area. The site contains steep/protected slopes, and is in an erosion hazard area. There is a large Category 2 wetland adjacent to the site, and the subdivision is in the vicinity of Honey Creek. Location: 5603 NE 10 Street Comments: 1/16/08 - Two variances were denied under the Short Plat decision. NOTE: Prior to recording the garage must be removed. (See A. Petzel for more info). PARTIES OF RECORD ROGERS THREE LOT SHORT PLAT LUA07-112, SHPL-A, V-A, ECF Daniel Bretzke Larry Rogers David Reed 1313 33rd Avenue S 5603 NE loth Street 174 Nile Place NE Renton, WA 98144 Renton, WA 98059 Renton, WA 98059 tel: (206) 310-2190 tel: (206) 271-2169 tel: (425) 204-0782 eml: danielbretzke@gmaii.com (owner) (party of record) (applicant / contact) Updated: 10/24/07 (Page 1 of 1) r,.6t Denis Law. Mavor February 8, 2008 CITY `3F RENTON Planning/Building/PublicWorks Department Gregg Zimmerman P.E.; Administrator Daniel Bretzke' 1313 33rd Avenue S Renton, WA 98144 SUBJECT: Rogers, Short Plat' LUA07-112, SHPL-A, V=A, V-A Dear Mr. Bretzke: = This letter is 'to inform you that -the appeal -period ended February 5, 2008 for the Environmental Review Committee's (ERC) Determination of Non -Significance . -- Mitigated ' and, the Administrative,. Short Plat approval. N.6-' peals, were filed; therefore, these decisions are final. - and you may, proceed .ivith'tlie next.step of the short plat ;process•: The enclosed handout, :titled "Short Plat Recording;" provides detailed. -information for'this.process, ; •', - . The applicant must comply'With.the advisorym'otes'arid "condition s'iisted in the City of Renton Report &Decision dated January: IS,: 200$ and the raitigafion measures. outlined' iri the :ERC report dated Jan' l'4, 2008 �. i - `addition, comments from the,Property. Sei�vices.Depart ment in: regard to the finai plat -submittal will be forwarded to you when .thdy,become available; they will help`guide you in the preparationof the short'ptat'for recording, . If you have any questions regarding the report and decision issued for this short p1aY proposal; . please call me at (425). 430-7270., For questions regarding the- recording process for the short , plat, as well as for submitting revised plans; you.may contact_Carrie 41son.at (425) 43077235. Sincerely,: r .. Andrea Petzel Associate Planner Enclosure(s) cc:, Larry Rogers / Owner(s) David Reed 1 Pariy(ies) of Record 1055.South 05 Grady Way = Renton, Washington 987 RENTON "AHEAD OF THE CURVE, - ® Th6 paper contains 50%racyd d material, 30%poet oonaumer CURRENCE �TE�-�.. rruM TE Tf'1'7T-y— REPORT City of Renton Department of Planning / Building / Public Works s tP/4i DECISION ADMINISTRATIVE SHORT PLAT AND VARIANCE REPORT & DECISION A. SUMMARYAND PURPOSE OF REQUEST: REPORT DATE: January 15, 2008 Project Name: Rogers Short Plat Applicant/Owner Applicant: Daniel Bretzke Owner: Larry Rogers 1313 33rd Ave. S. 5603 NE 10"' Street Seattle, WA 98144 Renton, WA 98059 File Number: LUA 07-112, SHPL-A, V-A, V-A, Project Manager: Andrea Petzel, Associate Planner ECF Project Description: Application for administrative short plat, environmental review and two administrative variances for a three -lot subdivision in the R-4 zone. The underlying parcel is 36,901 square feet and proposed density would be 4.0 du/ac. Access to Lot 1 would be from NE 10"' Street and lots 2 and 3 would be accessed from a shared private access easement with the abutting Bretzke Short Plat (LUA 07-113). The requested variances are for a reduced side yard setback along a street for the garage and a variance to allow a garage in the front yard setback area. The site is in an erosion hazard area. There is a large Category 2 wetland adjacent to the site, and the subdivision is in the vicinity of Honey Creek. The applicant applied for, and received, a modification to build on steep slopes. Project Location: 5603 NE 10"' Street Project Location Map REPORT City of Renton & Department of Planning / Building / Public Works DECISION ADMINISTRA TI VE SHOR T PLA T AND VARIANCE REPOR T & DECISION A. SUMMARY AND PURPOSE_ OF REQUEST. REPORT DATE: January 15, 2008 Project Name: Rogers Short Plat Applicant/Owner Applicant: Daniel Bretzke Owner: Larry Rogers 1313 33r° Ave. S. 5603 NE 10"' Street Seattle, WA 98144 Renton, WA 98059 File Number: LUA 07-112, SHPL-A, V-A, V-A, Project Manager: Andrea Petzel, Associate !Tanner ECF Project Description; Application for administrative short plat, environmental review and two administrative variances for a three -lot subdivision in the R-4 zone. The underlying parcel is 36,901 square feet and proposed density would be 4.0 du/ac. Access to Lot 1 would be from NE 10"' Street and lots 2 and 3 would be accessed from a shared private access easement with the abutting Bretzke Short Plat (LUA 07-113), The requested variances are for a reduced side yard setback along a street for the garage and a variance to allow a garage in the front yard setback area. The site is in an erosion hazard area. "There is a large Category 2 wetland adjacent to the site, and the subdivision is in the vicinity of Floney Creek. The applicant applied for, and received, a modification to build on steep slopes. Project Locaiior2: 5603 NE 10"' Street Project Location Alap City of Renton P/B/PW Department Administrative Land Use Action ROGERS SHORT PLAT, PROJECT LUA 07-112, SHPL-A, F A, V A, ECF REPORTAND DECISION Dared January 15, 2008 Page 2 B. GENERAL INFORMA TION. 1. Owner of Record: Larry Rogers 5603 NE 10"' Street Renton, WA 98059 Z Zoning Designation: Residential — 4 du/ac (R-4) .3. Comprehensive Plan Designation: Residential Single Family (RSF) 4. Existing Site Use: Existing single family residence to remain 5. Neighborhood Characteristics: North: Single Family Residential (R-4 zone) East: Single Family Residential (R-4 zone) South: King County (R-4 zone) West: Single Family Residential (R-4 zone) 6. Access: A joint private road with the neighboring Bretzke Short Plat to the west. 7. Site Area: 36,901 square feet (0.85 acres) C. HISTORICAL/BACKGROUND: Action Land Use File No. Ordinance No. Date Annexation NIA 5147 714105 Comprehensive Plan NIA 5099 1 1 / 1 /04 Zoning NIA 5100 11/1/04 Lot Line Adjustment LUA 06-088 NIA 7/12/06 D. PUBLIC SER VICES: 1. Utilities: Water: The proposed short plat is not located in the City of Renton Water Service Area. The project site is located in Water District 90 water service area. Sewer: There is an 8" sanitary sewer main in NE 1 Oth Street. Surface Water: There are existing storm drainage facilities located in NE 10th Street, on the south side to the west of the parcel being developed. 2. Streets: There is no sidewalk, curb, or gutter fronting the project site. 3. Fire Protection: City of Renton Fire Department E. APPLICABLE SECTIONS OF THE RENTON MUNICIPAL CODE: 1. Chapter 2 Land Use Districts Section 4-2-020: Purpose and Intent of Zoning Districts Section 4-2-070: Zoning Use Table Section 4-2-110: Residential Development Standards 2. Chapter 4 Property Development Standards Section 4-4-030. Development Guidelines and Regulations City of Renton P/BIPW Department - Administrative Land Use Action ROGERS SHORT PLAT, PROJECT LUA 07-112, SHPL-A, V-A, V-A, ECF REPORTAND DECISION Anted January IS, 2008 3. Chapter 6 Streets and Utility Standards Section 4-6-060: Street Standards Page 3 4. Chapter 7 Subdivision Regulations Section 4-7-070: Detailed Procedures for Short Subdivisions Section 4-7-120: Compatibility with Existing Land Use and Plan -General Requirements and Minimum Standards Section 4-7-150: Streets -General Requirements and Minimum Standards Section 4-7-170: Residential Lots -General Requirements and Minimum Standards 4. Chapter 9 Procedures and Review Criteria F. APPLICABLE SECTIONS OF THE COMPREHENSIVE PLAN: 1. Land Use Element — Residential Single Family 2. Community Design Element G. DEPARTMENT ANALYSIS: 1. Prolect Description/Background The applicant is proposing to subdivide a 0.85-acre (36,901 SF) parcel zoned Residential-4 (R-4) du/ac into three lots. The existing single-family residence and garage are proposed to remain on proposed Lot 1, and a portion of the garage would be removed. The property is located south of NE 10"' Street, just west of Nile Avenue NE. The project abuts the Bretzkc Short Plat (LUA 07-113) to the west, and both projects, plus two additional lots, were subject to a lot line adjustment in 2006 (LUA 06-088, LLA), The two additional parcels also subject to the lot line adjustment are situated to the west of the Bretzke Short Plat; Parcel A (#1023059360) and Parcel B (#1023059359). Access to Lot E would be from NE 10"' Street and lots 2 and 3 would be accessed from a shared private access casement with the abutting Bretzke Short Plat (LUA 07-113). Street improvements along NE 10'h Street would be required. After subtracting 4,107 SF for the private access easement, residential density would be 4.0 dulac. Proposed lot sizes for this subdivision are as follows: Lot 1: 12,906 SF (10,298 net) Lot 2: 12,310 SF (gross and net) Lot 3: 11,685 SF (10,285 SF net) The parcel contains 1,900 SF of Category 2 wetland buffer. The site is vegetated with grass and shrubs, as well as three protected trees, none of which are proposed to be retained because they are located in the area of the access easement. The applicant has also applied for two variances for a reduced side yard setback along a street for the garage; and a variance to allow the garage to remain in the front yard setback area. The applicant applied for, and received, a modification to building on steep slopes, after demonstrating that the slopes were due to man-made activity. 2. Environmental Review The proposal was circulated and reviewed by various City Departments and Divisions to determine whether the applicant has adequately identified and addressed environmental impacts anticipated to occur in conjunction with the proposed development. On January 14 the Environmental Review Committee (ERC) issued a Determination of Non -Sign] ficance — Mitigated. As of the date of this report, no appeals were filed. City of Renton P/BIPW Department - Administrative Land Use Action ROCERS SHORT PLAT, PROJECT LUA 07-112, SHPL-A, V-A, VA, ECF REPORT AND DECISION Dated January 15, 2008 3. Compliance with ERC Conditions Page 4 As a condition of approval, staff recommends that the proposed Rogers Short Plat be required to comply with the following two ERC mitigation measures: 1. The applicant shall be required to provide a Temporary Erosion and Sedimentation Control Plan (TESCP) designed pursuant to the Department of Ecology's Erosion and Sediment Control Requirements outlined in 2005 Volume I1 of the Stormwater Management Manual. This condition shall be subject to the review and approval of the Development Services Division. 2. Earthwork shall be undertaken only between the months of April and October. 4. Staff Review Comments Representatives from various City departments reviewed the application materials to address issues raised by the proposed development. These comments are contained in the official file, and the essence of the comments has been incorporated into the appropriate sections of this report and the Departmental Recommendation at the end of the report. S. Consistenev with Short Plat Criteria Approval of a plat is based upon several factors. The following short plat criteria have been established to assist decision -makers in the review of the plat: a) Compliance with the Comprehensive Plan Designation The site is designated Residential Low Density (RLD) on the Comprehensive Plan Land Use Map. Lands in the RLD designation are intended to guide development on land appropriate for a range of low intensity residential and employment where land is either constrained by sensitive areas or where the City has the opportunity to add larger -lot housing stock, at urban densities of 4 du/net acre, to its inventory. The proposal is consistent with the following Comprehensive Plan Land Use and Community Design Element policies: Policy I.U-143. Within the Residential 4 du/acre zoned area allow a maximum density of 4 units per net acre to encourage larger lot development and increase the supply of upper income housing consistent with the City's Housing Element. ✓ Policy Objective Met ❑ Not Met Policy LU-146. Interpret development standards to support provision of landscape features as well as innovative site planning. Criteria should include: I) Attractive residential streetscapes with landscaped front yards that are visible from the street; 2) Landscaping, preferably with drought- resistant plant materials; 3) Large caliper street trees; 4) Irrigated landscape planting strips; 5) Low -impact development using landscaped buffers, open spaces, and other pervious surfaces for surface water runoff; and 6) Significant native tree and vegetation retention and/or replacement. ✓ Policy Objective Met ❑ Not Met Objective CD-C: Promote reinvestment in and upgrade of existing residential neighborhoods through redevelopment of small, underutilized parcels with infill development, modification and alteration of older housing stock, and improvements to streets and sidewalks to increase property values. ✓ Policy Objective Met 0 Not Met City of Renton P/131PW Department Administrative Land Use Action ROGERS SHORT PLAT, PROJECT LUA 07-112, SHPL-A, V-A, V-A, ECF REPORT AND DECISION Dater! January IS, 2008 Page 5 Policy CD-12: Infill development, defined as new short plats of nine or fewer lots, should be encouraged in order to add variety, update housing stock, and increase vitality of neighborhoods. ✓ Policy Objective Met ❑ Not Met Policy CD-13: Infill development should be reflective of the existing character of established neighborhoods even when designed using different architectural styles, and for 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. ✓ Policy Objective Met ❑ Not Met Policy CD-13.1: Project design, including location of access and dimensions of yards and setbacks, should address privacy and quality of life on existing improved portions of sites. Rear and side yard setbacks should be maintained and not reduced to facilitate increased density. ✓ Policy Objective Met ❑ Not Met. b) Compliance ivith the Underlying Zoning Designation The maximum density permitted in the R-4 zone is 4.0 dwelling units per net acre. Net density is calculated after the deduction of critical areas, areas intended for public right-of-way, and private access easements. After subtracting 4,107 SF for a private road, the proposal for four lots arrives at a net density of 4.0 du/ac, which complies with the density requirement for this zone. For lots over 5,000 SF in size, the allowed building lot coverage in the R-4 zone is 35 percent or 2,500 SF, whichever is greater. The existing 2,480 SF house on Lot I would have building lot coverage of 24 percent; less than the maximum allowed in the R-4 zone. The lots appear to have adequate area for the construction of new homes while maintaining lot coverage standards; building lot coverage for Lots 2 and 3 would be reviewed during the building permit review. The required setbacks in the R-4 zone are as follows: front yard 30 feet; side yard 15 feet combined, with a minimum of 5 feet on either side; 15 feet for a side yard along a street; and 25 feet rear yard. All proposed lots would have their front yards oriented to the north, and all new lots would have adequate area to satisfy the setback requirements in this zone. The existing residence complies with front, rear and side yard setback requirements. There is an existing non -conforming garage in the front yard of proposed Lot 1, which is discussed under the Variance Criteria of this report. Parking regulations require that detached or semi-attaclied dwellings provide a minimum of two off-street parking spaces. As proposed, each lot would have adequate area to provide for both off- street parking spaces. 0 Coin tit unity Assets The site is vegetated primarily with shrubs, groundcover and a total of three protected trees, all of which are in the proposed access easement. The Development Services Director has made a determination that to comply with these requirements, 25 percent of all protected trees shall be retained or replaced. The applicant has proposed to plant eight new trees throughout the entire site, which complies with the Director's determination and City regulations. The City's landscaping regulations require the installation of 5 feet of landscaping within the public right-of-way. The landscaping proposed shall either consist of drought resistant vegetation or shall be irrigated appropriately. In addition, the applicant will be required to plant two ornamental trees, a minimum caliper of 1-1/2 inches (deciduous) or 6 — 8 feet in height (conifer), City of Renton P/BIPW >Je artinent Administrative Land Use Action ROGERS SHORT PLAT, PROJECT LUA 07-111, SHPL-A, V!A, Vl A, ECF REPORT AND DECISION Dated January 15, 2008 Page 6 within the 15-foot front yard setback area for the proposed lots. Existing landscaping may be used to augment the required landscaping. A conceptual landscape plan was submitted with the application. The plan indicates two trees per lot, but does not name the species and does not address the details of the required landscaping along the street frontage of NC 10"' Street. As a condition of approval staff recommends that the applicant submit a revised, detailed landscape plan prepared by a landscape architect registered in the State of Washington, a certified nurseryman, or other similarly qualified professional, addressing the five feet of landscape strip along NE 10"'. All landscaping shall be installed prior to final inspection of the buildings. If applicable, fence details should be included in the landscape plan. Allowable fence height is 48" in the front yard (42" in clear vision areas), and 72" in the rear and side yards. Side yards begin fifteen feet back from the front property line. A wetland Delineation, Report and Buffer Averaging Analysis by Berger/Abam Engineers (dated May 5, 2006) was submitted with the application materials. The report states that the site contains a 1,900 SF of buffer area for a Category 2 wetland that abuts the site. In order to preserve and protect the critical area, staff recommends as a condition of approval that the applicant install a split rail fence along the wetland buffer, with signs posted noting the presence of critical areas. The site already contains a Native Growth Protection Easement, which was a condition of approval for the previous lot line adjustment (LUA 06-088). rl) Compliance with Str6division Regulations Streets: No new public streets would be created as part of the proposed short plat. NE 10"' Street is classified as a Residential Access Street on the City's Arterial Street Map. There are no existing frontage improvements along the parcel's NE 10"' Street frontage. Projects of 2 to 4 residential lots are required to provide half pavement width per standard with curb, gutter (16' from centerline) and a 5-foot sidewalk. This requirement would pertain to the project side of NE 10"' Street, across the full frontage of the parcel being developed. The proposed short plat is anticipated to generate additional traffic on the City's street system. In order to mitigate transportation impacts, staff recommends a condition of approval be placed on the project requiring a Transportation Mitigation Fee based on $75.00 per net new average daily trip attributed to the project. Two new lots (credit given for the existing residence) are expected to generate approximately 28.71 new average weekday trips. The fee for the proposed short plat is estimated at $2,153.25 ($75.00 x 9.57 trips x 2 lots = $2,153.25) and is payable prior to the recording of the short plat. Blocks: No new blocks will be created as part of the proposed short plat. 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-4 zone and allow for reasonable infill of developable land. All three lots are rectangular in shape and front NE 10th Street (Lot 1) or the private access easement (Lots 2 and 3). As demonstrated in the table below, all lots meet the requirements for minimum lot size depth, and width. City of Renton P/B/PW Department Administrative Land Use Action ROGERS SHORT PLAT, PROJECT LUA 07-112, SHPL-A, V-A, V-A, ECF REPORT AND DECISION Dated January 15, 2008 Lot Size 8,000 SF minimum Depth 80 feet required Width 70 feet required Lot 1 10,298 SF net 120.05 feet 100.04 feet Lot 2 12,310 SF (net & gross) 178.83 feet 70.03 feet Lot 3 10,285 SF (net) 175.90 feet 70.04 feet e) Reasonableness of Proposed Boundaries Page 7 Access: All lots in a subdivision must ensure access to a public street. Access to Lot 1 would be from NE 10"' Street and lots 2 and 3 would be accessed from a shared private access easement with the abutting Bretzke Short Plat (LUA 07-113). A total of two homes not abutting a public street would be served by this access easement, and twenty feet of paving is required. Renton Municipal Code requires five feet between the driveway and the neighboring lot line. In order to establish maintenance responsibilities for shared roadway and utilities, staff recommends as a condition of approval the establishment of a homeowners' association or joint maintenance agreement prior to the recording of the final short plat. A draft of the document(s) shall be submitted to the City of Renton Development Services Division for review and approval by the City Attorney and Property Services section prior to the recording of the final plat. Topography: Most of the subject site is rolling hills, with a 19.5% slope to the southwest. The site slopes down to a complex of wetlands and uplands that is part of the Honey Creek system. Relationship to E.isting Uses: The subject site currently contains an approximately 2,480 SF single-family residence, which is to remain on proposed Lot 1. The properties to the north, west and east of the subject site are designated R-4 on the City's zoning map and are developed with single-family homes. The proposal is consistent with the intent of the both the Comprehensive Plan and .Zoning Code and would not be out of character with the existing or recent development in the area. fi Availability and Impact on Public Services (Timeliness) Police and Fire: Police and Fire Prevention staff indicate that sufficient resources exist to furnish services to the proposed development, subject to the condition that the applicant provide Code required improvements and fees. A Fire Mitigation Fee, based on $488,00 per new single- family lot with credit given for the existing developed single-family lot, is recommended in order to mitigate the proposal's potential impacts to City emergency services. The fee is estimated at $976.00 ($488.00 x 2 new lots = $976.00) and is payable prior to the recording of the short plat. Schools: This project is located in the Issaquah School District. According to the Draft Environmental Impact Statement for the City of Renton Land Use Element (January 16, 1992), the City of Renton has a student generation factor of 0.44 students per single-family residential dwelling. Based on the student generation factor, the proposed short plat would result in approximately 1 additional student (0.44 X 2 lots = 0.88) to the local schools. It is anticipated that the Issaquah School District can accommodate any additional students generated by this proposal at the following schools: Apollo Elementary, Maywood Middle School and Liberty High School. The Issaquah School district charges an impact mitigation fee of $6,136.60 per new single-family residence, due at the time of building permits. Surface Water: Existing storm drainage facilities are located on the south side of NE 10'h Street, to the west of the parcel. A Preliminary Targeted Technical Information Report prepared by Site Development Services, dated May 10, 2007 was submitted with the project application. The report concludes that detention and water quality would not be required. A storm drainage report City of Renton P/B/PW Department Administrative Land Use Action ROGERS SHORT PLAT, PROJECT LUA 07-111, SHPG A, V-A, V-A, ECF REPORT AND DECISION Dated Jantiary 15, 1008 Page 8 and conceptual drainage plan was submitted with the formal application and the engineer of record stated that detention was not required under the 1990 King County Surface Water Drainage Manual. Given the potential for erosion on this site, as a condition of approval the project is required to comply with the Department of Ecology's Erosion and Sediment Control Requirements as outlined in Volume 11 of the 2001 edition of the Stormwater Management Manual. Surface Water System Development charges are required, based on a rate of $759.00 per new single- family lot (estimated total of $1,518.00 with credit for the existing lot). Payment of this fee will be required prior to issuance of utility construction permit. JFater: The applicant shall submit a Certificate of Water Availability from Water District 90 to confirm that the District can provide the required fire flow rate for the development as required by Renton code. The required fire flow for single-family residences is 1,000 gpm, and a fire hydrant is required to be located within 300 feet of all single-family residences. If the building square footage (including garage area) exceeds 3,600 square feet in area, the minimum fire flow increases to a minimum of 1,500 gpm and requires 2 hydrants within 300 feet of the structure. This distance is measured along the travel route. Existing and new hydrants will be required to be retrofitted with Storz "quick disconnect" fittings il'not existing. Sewer; "There is an 8-inch sanitary sewer main in NE 10"' Street. Installation of individual side sewers by the developer is required prior to recording the short plat; dual side sewers are not allowed. The minimum slope for side sewers is 21A. The applicant is responsible for securing the necessary casements to serve this short plat with sanitary sewer. Sanitary Sewer System Development Charges are based on a rate of $2,034.00 per new single- family lot (estimated total of $1,017,00 with credit for the existing lot). Payment of this fee will be required prior to issuance of utility construction permits, and prior to recording the short plat. This parcel is located in the Honey Creek Special Assessment District (SAD 8611). The fee is $250 per connection and is collected as part of the construction permit prior to recording of the short plat. 5. Consistency with Variance Criteria The applicant has requested approval of two Administrative variances from RMC 4-2-110,A for reduced side yard setback along a street for the garage and a variance to allow a garage in the 30-foot front yard setback area. The applicant proposes to remove 12 feet from the existing garage, leaving the remaining garage 4 feet away from the edge of the private access easement, an I I -foot reduction in the side yard setback area (15 feet is required). Section 4-9-280.05 lists four criteria that administrative decision -maker is asked to consider: a. That the applicant suffers undue hardship and the variance is necessary because of special circumstances applicable to subject property, including size, shape, topography, location or surroundings of the subject property, and the strict application of the Zoning Code is found to deprive subject property owner of rights and privileges erloyed by other property owners in the vicinity and under identical zone classification; Through strict application of the zoning code, the applicant suffers no undue hardship that would merit a variance for a reduced side yard setback, or to allow the existing garage to remain in the 30-foot front yard setback area. If the garage were to remain, the front yard setback would be 14.5 feet. The property is of sufficient size to accommodate a house and garage while meeting the setback requirements. The lot is flat and rectangular -shaped, and no critical areas exist onsite. Subdivision of the land, at the request of Citv of Renton P/BIPW Department Administrative Land Use Action ROGERS SNORT PLAT, PROJECT L UA 07-112, SHPL-A, V-A, 1! A, ECF REPORT AND DECISION Dated January 15, 2008 Pale 9 the applicant, is causing the garage to be out of compliance with the development regulations. Therefore, it is a self-imposed condition that the garage does not conform to the setback requirements of the R-4 zone. b. That the granting of the variance will not be materially detrimental to the public welfare or injurious to the property or improvements in the vicinity and zone in which subject property is situated; The granting of either variance would not necessarily be directly detrimental to the public welfare, as it does not directly impact public safety. However, as this neighborhood continues to grow and redevelop, the location of the garage is out of character for the new neighborhood. C. That approval shall not constitute a grant of special privilege inconsistent with the limitation upon uses of other properties in the vicinity and zone in which the subject property is situated, and; Granting administrative variances in this situation would not necessarily constitute a special privilege. There are some instances where the City would grant either of these types of variance. For example, if the property was bound by environmental constraints, or if the property was located next to land zoned with a lower density. However, it could be argued that approving a variance in this situation would, in fact, constitute special privilege because no hardship was demonstrated and there are no other unusual factors that apply to this situation. d. That the approval as determined by the Reviewing Official is a mininnum variance that will accomplish the desired purpose, In both instances the applicant has requested the minimum variance that would accomplish the desired purpose of retaining the majority of the garage, which includes removing part of the west section of the garage in order to remove it out of the proposed access easement. H. FINDINGS: Having reviewed the written record in the matter, the City now enters the following: 1. Request: The applicant has requested Administrative Short Plat and Variance(s) Approval for the Rogers Short Plat, File No. LUA 07-112, SHPL-A, V-A, V-A, ECF. 2. Application: The applicant's short plat and variance(s) application complies with the requirements for information for review. The applicant's short plat plan and other project drawings are contained within the official land use file. 3. Comprehensive Platt: The subject proposal is consistent with the Comprehensive Plan designations of the Residential Low Density (RLD) land use designation. 4. Zoning: The proposal as presented complies with the zoning requirements and development standards of the Residential - 4 (R-4) zoning designation, provided all conditions are complied with. S. Subdivision Regulations: The proposal complies with the requirements established by the City's Subdivision Regulations provided all conditions are complied with. 6. Existing Land Uses: Land uses surrounding the subject site include: North: Residential Single Family (zoned R-4); East: Residential Single Family (zoned R-4); South: King County R-4 zone; and Nest: Residential Single Family (zoned R-4). City of Renton PIB/PW Department Administrative Land Use Action ROGERS SHORT PLAT, PROJECT LUA 07-112, SHPL-A, 14-A, V-A, ECF REPORT AND DECISION Daled January 15, 2008 Page 10 7. System Development Charges: A Water System Development Charge, a Surface Water System Development Charge and a Sewer System Development Charge, at the current applicable rates, will be required for the each new single-family residence as part of the construction permit. 8. Public Utilities: The applicant will be required to install street improvements and individual sewer stubs to serve the new lots. In addition, any fire hydrant must be fitted with 5" quick disconnect Storz fittings. Variance: The applicant proposed to vary from RMC 4-2-110.A in order to retain an existing garage within the front and side yard setback areas. I. CONCLUSIONS: 1. The subject site is located in the Residential Low Density (RI.D) Comprehensive Plan designation and generally complies with the goals and policies established for this designation. 2. The subject site is located in the current Residential -4 (R-4) zoning designation and complies with the zoning and development standards established with this designation provided all conditions of approval are complied with. 3. The proposed three -lot short plat with access tract generally complies with the subdivision regulations as established by city code and state law provided all conditions of approval are complied with. 4. The proposed four lot short plat complies with the street standards as established by Renton City Code provided all conditions of approval and advisory notes are complied with. 5. The proposed variances to allow a garage in the front yard setback area, and to reduce the side yard along a street for a garage do not comply with the variance criteria of RMC 4-3-250.13.5. J. DECISION. The following decisions are in regard to The Rogers Short Plat, File No. LUA 07-112: The Administrative Variance to allow a garage in the front yard setback area with a 14.5 front yard setback is denied. The Administrative Variance to allow a reduced side yard setback of 4 feet from 20 feet along a street for a garage is denied. The Rogers Short Plat is approved subject to the following conditions: 1. The applicant shall comply with the mitigation measures from the Environmental Review Committee. 2. The applicant shall submit a revised, detailed landscape plan prepared by a landscape architect registered in the State of Washington, a certified nurseryman, or other similarly qualified professional. The plan is subject to the review and approval of the Development Sevices project manager and is due prior to the issuance of any building permits. 3. Prior to recording, the applicant shall install a split rail fence along the wetland buffer, with signs posted noting the presence of the wetland. City of Renton WRIPW Department Administrative Land Use Action ROGERS SHORT PLAT, PROJECT LUA 07-111, SHPL-A, V-A, 1'-A, F.CF REPORT AND DECISION Dated Jan nary 15, 1008 Page I 4. The applicant shall pay the required Transportation Mitigation Fee based on $75.00 per net average daily trip prior to the recording of the short plat. The applicant shall establish a homeowners' association or maintenance agreement prior to or concurrently with the recording of the short plat in order to establish maintenance responsibilities for shared roadway and utilities. A draft of the document(s) shall be submitted to the City of Renton Development Services Division for review and approval by the City Attorney and Property Services section prior to the recording of the short plat. 6. The applicant shall submit a revised temporary erosion control plan and all other relevant plans, for review and approval by the Development Services project manager. The project is required to comply with the Department of Ecology's Erosion and Sediment Control Requirements as outlined in Volume It of the 2001 edition of the Stormwater Management Manual. The revised plan is due prior to the issuance of any utility construction permits. 7. The applicant shall pay a $488.00 Fire Mitigation Fee per new single-family lot prior to the recording of the short plat. DATE OF DECISION ON LAND USE ACTION: Gregg A. Zinfnlerman, P/B/PWAdministratnr TRAN.SA117TF.D this 21s` daY of lanuwy 2008 to the Applicarrt/Oivner/Caruact: Larry Rogers Daniel Bretzke 5603 NE 10"' Street 1313 33rd Avenue S Renton, WA 98059 Seattle, WA 98144 TRA,VSA117TF.D this 21" day of January 2008 to the Patties of Record' David Reed 174 Nile Place NE; Renton, WA 98059 TRANSMITTED this 21" dap of January 2008 to the following: Larry Meckling, Building Official Bob Van Horne, Deputy Fire Marshal Neil Watts, Development Services Director Jennifer Henning, Current Planning Manager Jan Conklin Carrie Olson Renton Reporter Jh�, / /d -� Decision Date City of Renton PI111PW Department Administrative Land Use Action ROGERS SNORT PLAT, PROJECT LUA 07-111, SNPL-A, V-A, V A, ECF REPORT AND DECISION Dared January 15, 2008 Page 12 Land Use Action Appeals & Requests for Reconsideration The administrative land use decision will become final if the decision is not appealed within 14 days of the effective date of decision. An appeal of the decision must be tiled within the 14-day appeal period (RCW 43.21,C.075(3); WAC 197-11-680). RECONSIDERATION. Within 14 days of the effective date of the decision, any party may request that the Administrator reopen a decision on a short plat. The Administrator 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 Administrator finds insufficient 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 following appeal timefranie, APPEAL. This administrative land use decision will become final Knot appealed in writing to the Hearing Examiner on or before 5:00 PNI on February2008. City of Renton Municipal Code Section 4-8-1 l0 governs appeals to the Examiner. Additional information regarding the appeal process may be obtained from the Renton City Clerk's Office, (425) 430-6510. Appeals must be filed in writing, together with the required $75.00 application fee, to: Hearing Examiner, City of Renton, 1055 South Grady Way, Renton, WA 98055. EXPIRATION DATE: The Short Plat approval will expire two (2) years from the date of approval. An extension may be requested pursuant to RMC section 4-7-080.M. Cite of Renton P/BIPW Department Administrative Lane! Use Action ROGERSSIIORT PLAT, PROJECT LUA 07-111, SHPL-A, KA, t'-A, F.CF REPORT AND DECISION Dated January 15, 2009 Page 13 ADVISORY NOTES TO APPLICANT The following notes are supplemental information provided in conjunction with the administrative land use action. Because these notes are provided as information only, they are not subject to the appeal process for the land use actions. Planning I, This project is in the Issaquah School District and mitigation Ices of $6,136.00 per lot are required at building permit stage. 2. RAMC section 4-4-030.C.2 limits haul hours between 8:30 am to 3:30 pm, Monday through Friday unless otherwise approved by the Development Services Division. The Development Services Division reserves the right to rescind the approved extended haul hours at any time if complaints are received. Property Services I . To be sent under separate cover. Fire I. A fire hydrant with 1,000 GPM fire flow is required within 300 feet of all new single-family structures. If the building square footage exceeds 3,600 sq. ft. in area (including garage), the minimum fire flow increases to 1,500 GPM and requires two hydrants within 300 feet of the structures. 2. All building addresses shall be visible from, or posted at, the public street. 3. Any existing hydrant counted as fire protection will require installation of a "storz" quick disconnect fitting if not already in place. 4. All access roads require 20 feet of paving. Plan Review — Sewer 1. The conceptual utility plan needs to be modified to show a driveway and drive surface to access what is labeled as MH #2. The plan also needs to show the new sewer main located in the private road hammerhead. 2. Sanitary Sewer System Development Charge is $1,017.00 per new single-family lot. Payment of this fee will be required prior to issuance of utility construction permit. 3. Honey Creek Special Assessment District fees apply at a rate of $250.00 per connection and will be collected as part of the construction permit. 4. Minimum slope for side sewers shall be 2%. Dual side sewers are not allowed. Plan Review — Surface Water I. This four -lot short plat project lies in the Honey Creek drainage basin and a Surface Water System Development charge of $759.00 per new single-family lot is due prior to the issuance of a utility constnuction permit. 2. A temporary erosion control plan will be required and shall be installed and maintained to the satisfaction of the representative of the Development Services Division for the duration of the project. 3. The final drainage plan is to include the fully built out short plat, including future houses, driveways and roadway improvements. The runoff from the new houses must be tight lined into the storm drainage system constructed for the short plat. Plan Review — Streets/Transportation. l . A conceptual utility plan needs to modify the private road entrance to be consistent with the Emergency Vehicle Turning Radii Detail; the hammerhead not only needs to have a total dimension of ninety feet it needs to be equally divided as shown on the detail. 2. Half street improvements including sidewalk, curb, and gutter, paving and storm drainage are required to be installed fronting the site on NE 10"' Street. The applicant may submit a request to Public Works to pay a fee in lieu of installing these improvements. 4. Streetlights are not required. 5. Maximum driveway slope is 1511.. Miscellaneous I. Separate permits and fees for side sewer connections, water meters, and storm drainage connections are required, and must be prepared by a registered Civil Engineer. The applicant shall be responsible for securing all necessary easements for utilities. 2. Proposed new rockeries or retaining walls to be constructed that are greater than four feet in height (from bottom of footing to top of wall) will be require a separate building permit for structural review. 3, All new wire utilities shall be installed underground per the City of Renton Under Grounding Ordinance. Construction of franchise utilities must be inspected and approved by the City prior to recording. Contact the franchise utilities for any additional requirements. 4. All plans shall be tied to a minimum of two of the City's Horizontal and Vertical Control Network. ENVIRONMENTAL DETERMINATION ISSUANCE OF A DETERMINATION OF NON -SIGNIFICANCE - MITIGATED (DNS-M) POSTED TO NOTIFY INTERESTED PERSONS OF AN ENVIRONMENTAL ACTION PROJECT NAME: Rogers Short Plat PROJECT NUMBER: LUAW-1120HPL-A, V-A, V.A. ECF LOCATION: 6111131,11510 Street DESCRIPTION: Applleatlon for administrative short plat, environmental mvlaw and two administrative Vedancal for a three -lot subdivision In the R4 zone. The underlying parcel is 34,901 square hat and proposed d.helty would be 3.114 dulac. Access to the three lots would be from a shared private access easement with the ebutiing Bral2ke Short PM (LUA 07.113). The sits contains staeprprotected slopes, and Is In an erosion hazard ant. Then is a large Category 2 watland adjacent to the site, end the subdivision Is In the vicinity of Honey Creek. The applicant applied for, and received, a modification to build cn steep Slop". THE CITY OF RENTON ENVIRONMENTAL REVIEW COMMITTEE (ERC) HAS DETERMINED THAT THE PROPOSED ACTION DOES NOT HAVE A SIGNIFICANT ADVERSE IMPACT ON THE ENVIRONMENT. Appeals of the environmental daterminatlon must be filed In writing on or before 6:00 PM on February 6, 2008. Appeals must be filed in writing together with the required $76A0 application tee with: Hearing Exeminer, CITY of Renton, 1066 South Grady Way, Renton, WA 08067. Appeals to the Examlrier are govemad by City of Renton Munlclpal Cede Sactiop 46.11011. Additional Information regarding the appeal process may be obtained from the -Rat tan City ClarksOffide, {428) 420-M10. IF THE ENVIRONMENTAL DETERMINATION IS APPEALED, A PUBLIC HEARING WILL BE SET AND ALL PARTIES NOTIFIED. FOR FURTHER INFORMATION, LE SE SOON AT (425) 430.72 OFRENTON, DEVELOPMENT SERDO NOT -REMOVE THIS:NOTICE WITHOUT PROPER AUTHORIZATION of ix�a'a inclu�pshe proJpet'NUMBER Wnpn talling to pigper fila'idsii(I�leatlpn-t 'v " j CERTIFICATION I, , hereby certify that 3 - copies of the above document were posted by me in __3L conspicuous places or nearby the described property on DATE: In SIGNED: �-�� tell• `�y-�i ATTEST: Subscribed and sworn before me, a Notary Public, in and for the State of Washington residing in.in.1 j�nf a$�' � •. �i on the day of io4CL n LA rA+ — NOTARY PU LIC SIGN f% 19-1 O i1hli IWAsi���``— ENVIRONMENTAL DETERMINATION ISSUANCE OF A DETERMINATION OF NON -SIGNIFICANCE - MITIGATED (DNS-M) POSTED TO NOTIFY INTERESTED PERSONS OF AN ENVIRONMENTAL ACTION PROJECT NAME: Rogers Short Plat PROJECT NUMBER: LUA07-112, SHPL-A, V-A, V-A, ECF LOCATION: $603 NE 101i Street DESCRIPTION. Application for administrative short plat, environmental review and two administrative variances for a three -lot subdivision in the R4 zone. The underlying parcel Is 36,901 square feet and proposed density would be 3.94 dulac, Access to the three lots would be from a shared private access easement with the abutting Bretzko Short Plat (LUA 07-113). The site contains steeplprotected slopes, and is In an erosion hazard area. There is a large Category 2 wetland adjacent to the site, and the subdivision is In the vicinity of Honey Creek. The applicant applied for, and received, a modification to build on steep slopes. THE CITY OF RENTON ENVIRONMENTAL REVIEW COMMITTEE (ERC) HAS DETERMINED THAT THE PROPOSED ACTION DOES NOT HAVE A SIGNIFICANT ADVERSE IMPACT ON THE ENVIRONMENT. Appeals of the environmental determination must be filed in writing on or before 5:00 PM on February 5, 2008. Appeals must be filed In writing together with the required $75.00 application fee with: Hearing Examiner, City of Renton, 1055 South Grady Way, Renton, WA 98067. Appeals to the Examiner are governed by City of Renton Municipal Code Section 4-8-110.B. Additional Information regarding the appeal process may be obtained from the Renton City Clerk's Office, (426) 430-6510. IF THE ENVIRONMENTAL DETERMINATION IS APPEALED, A PUBLIC HEARING WILL BE SET AND ALL PARTIES NOTIFIED. FOR FURTHER INFORMATION, PLEASE CONTACT THE CITY OF RENTON, DEVELOPMENT SERVICES DIVISION AT (425) 430-7200. DO NOT REMOVE THIS NOTICE WITHOUT PROPER AUTHORIZATION Please Include the project NUMBER when calling for proper file identification. Y o� CITY 7.F RENTON + + Planning/Building/PublicWorks-Depaitnent ru x� D� Denis Law, Mayor Gregg Zimmerman P.E., Administrator January 16, 2008' Daniel Bretzke ; '1313 33rd-Avenue-S Renton,. WA 9814.4 . SUBJECT: Rogers Short Plait. 'LUA07-1-12,'SHPL=A,'-V'A,'.V=A; ECF Dear Mr. Bretzke:. This letter is • written on behalf of the; Environmental Review' Committee(ERC) to. advise you that 'they- have completed" their:' review of the ..subject. -project. and' have issued , a threshold- Determination; -of-Mitigated `with,'Mitigation;`1Vleasures: Please refer to'..tlie - • "enclosed ERC Report and.Dlecisior , Part °2; Section B for a list of the Mitigation Measures: . Appeals.tif the etjvironmetttal de#erminahat rnust,he filed -in" on before 5:00 PM . ; on February',5, 2008: •Appeals must: be fileds-'in writ, together.with the required 17 5'.00 application -fee with:. Hearing Exaniner:City df Renton; ':LOSS .Sontli Grady Way,- Renton,:WA '98057. Appeal$. to the - Examiner-: Are. governed.1 y,Cityrof Renton Municipal.Code Section'4.8- ! 10.B. Additional. fo inrmation regarding the..appeal'process may, be obtained from the Renton } City Clerk's Office, (425) 439-6510. ' If the Environmental; De term' ination is appealed;.a public hearing will be set and=alt parries . notified,Tlie preceding informer ionwill assist you,in.plannirig..for implementation of:your pr63e6t and e'nable-you,to%exercise your appeal.ri.ghts:inore:fully,:if:you choose'to do so. If.you.have any questibns-or desire clarifi6tion•ofthe above,.please•call: me at.( 25)-430=7270 ; For the' Environmental Revew Committee-" :: Andrea Petzel ' ' .. ' . .. , ' ' . .. , . • .. - :Associate: Planner Enclosure : cc: Larry'Rogers /. Owner(s)> v David Reed 1 Party(ies) of Record' `- 1655 South Grady Way..--` Renton, Washington 98057 - Ws paper contains 50%ffldi ed matedal.30% post consumer . - 'A H E A.D t3 F THE •CURVE .. CITY "f-)F RENTQN .+ + Plarning/Building/PublicWorks Department Denis Law, Mayor. Gregg Zimmerman P.E., Administrator.- . NTp January 16, 2008 Washington State Department of Ecology , Environmental Review Section PO box 47703 Olympia, WA-. 98504-7703 Subject: Environmental Determination. Transmitted herewith is a copy of the Environmental Determination for the following project reviewed by the Environmental'Review Committee (ERC) on January 14, 2008: DETERMINATION OF NON -SIGNIFICANCE -MITIGATED PROJECT NAME: Rogers-Short-Illat PROJECT NUMBER: LUA07412;'SHPL-A,,V-A, V-A, ECF ..LOCATION:- 5603' NE I0.'" Street DESCRIPTION: Application' for administrative short plat, environmentai review' and two ;.`administrative variances for -a three -lot subdivision inthe. R-4 zoher The ; underlying parcel is-36'901 square feet'and proposed density would. be - ~ 3.94 .du/ac:-' Access'to'' the•;three lots' would �e from a shared private access easementwith• the. atiutting,'Bretzke Short -P.lat (LUA:07-113).. The site contains�sieep /protected.slopes, and is €n an'erosion.hazard area. There is a iarge'Catega'ry-2, wetland'. adjacent to the site, and the subdivision Win the vicinity of `Honey Creek.' ,. The applieant applied- for, and. received; a modification to build on'stcep slopes. -Appeals of the environmental determination must be tiled` in writing on or before, S:OO. PM on Feb'ruary5, 2008. 'App, .',rriusf;be pled, in`writing together with ;the required,$75:00 application fee with': Hearing Examiner,• City of.Renton,- -1055 South, Grady Way, Renton,': WA .98057.. Appeals to the . . Examiner: are;poverned .by `City,'of.Renton,,Municipai•;Code'Section 4'-8-110:B. Additional.ififormation regarding the appeal process may be obtained• from, the Renton.City Clerk's"Office, (425) 430.6510'. If you have question's, please call me at (425) 430-7270. For.the:Environmental'-Review Committee'' Andrea.Petzel" Associate Planner,. Ericibsure"; . , cc:. King County, Wastewater Treatment Division WDFW, Stewart Reinbold David F. Dietzman, Department of Natural Resources WSDOT, Northwest Region . Duwamish Tribal Office 'Karen Walter, -Fisheries, Muckleshoot Indian Tribe �7 r�"+ �T 1055.South Grady Way.- Renton,,Washington. 98057 ` .. A'HF.AD OF•.THE CU�RVE` ThKpaper conta3ns5BcY 0%ded.mate",30%postconswer - . CITY OF RENTON. DETERMINATION OFNON MITIGATION, MEASURES...'. APPLICATION NO(S):' LUA 07-112, SHPL-A, V-A, V-A, ECF APPLICANT: Daniel'Bretzke PROJECT NAME: Rogers Short Plat DESCRIPTION OF PROPOSAL: -"Application. for administrative short -plat; environmental, review and two administrative variances for a three -lot subdivision -in the R-4 zone. The' underlying parcel Js 36,901 square feet ' and proposed density, would be,3,94 dulac. 'A•ccess •to the three lots would be from a shared private access "easement with the, abutting,Bretzke'.Short P.lat'(LUA.07-11,3). The site contains steep/protected slopes, and is in ..an erosion.. hazard -area'.. There;is a•large-Category:2 wetland adjacent -to the site, and the -subdivision is. in.the. " .., • vicinity 'of Honey.Cr.eek. The applicant applied, for, and received; a modification to build on steep slopes. LOCATION OF PROPOSAL:' 5603,•NE;10th.Street LEAD AGENCY: The City ;of Renton. Departrrient'ofrPlanning/Building/Public Warks ,19, IJ&eIopmdiit Planning Section MITIGATION MEASURES: 1..-The,applicant shall be:required totprovide,a Temporary.En:;W6 and Sbdimentation Control'Plan (TESCP.) 'designed puL.rsuant to the'Depa'hment of-Eeology rosion andf5edimenI.t Control Requirements outlined in ' 2g05`:Volume;! I •of tf a .Stormwater Management Manual `Thrs.cbadition shall. be .fulfilled prior to the issuance of utility'construction,permits, and subaecf}toxth� r view and approval of the Development Services Division staff 2 Earthwork -shall be undertaken only between hd mphthtsW April.and Ockober irj�°C r �11}, {t "ore' ',r, Z R �.•a.i� n: did r fjx Mitigation Measur"es Page 1 of CITY OF RENTON DETERMINATION OF NON., SIGNIFICANCE -MITIGATED ADVISORY. NOTES APPLICATION.NO(S): LUA 07-112, SHPL-A, V-A, V-A,.ECF APPLICANT: Dan iel. Bretzke : PROJECT NAME: • Rogers Short Plat DESCRIPTION OF. PROPOSAL: .,Application for administrative short plat,environmental review and two administrative variances for a'three'-lot'subdivision in the R4' zone..,The underlying, parcel, is 36,901 square feet _ and proposed density would'. be 3.94.dulac. - Access to the .three. lots, would-be from:a shared. private access ' easement with the abutting-Bretzke,Short Plat (L' UA 07-113)." The site contains steeplprotected slopes, and is in an'erosion.hazard area. There is a' Iarge.-Category'2 "wetland adjacent tol the site, and,the-subdivision is in the vicinity of Honey.Creek. The applicant applied:for;:and received, a modification to build on steep•slopes. LOCATION OF: PROPOSAL` 5603 NI''10th Street LEAD AGENCY: The City of Renton Department,of-PlanninglBuilding/Public Works f„x06elopment Planning Sectlon Advrsor ,, Notes._to,Appiidant �- The following notes are 4upplementa7.r'nforitratioi provided in`conjunctron'with the envirorimenta! determination. '.Because these hotes are=provided as infarmatlon only,,they,areJiotsuOject.to.the appeal;process for . . f, c eiiiirronirielitandeterminations•"'{. " ,S�� ' .fir a��i�l .. " 1'.::This project is in the Issaquah`School:Districf'-an Sri itigati hr fees,of 6;1 6:00 per lot are required at . building perm itata'ge. •-.2- "RMC section .4-4-030.C.2 IimA"-haul-hours between:8:30`tam to;•3.3p 0mM' Monday,through:Frjday unless ' 1, , eC ti w � �, ZIP—. ' othierwise.approved-by-the.Development4$e'rvices I7.ivision:.Thies evelopment Services Diyisiori,reserves . the right torrescind the approvb&bxten,8e'_ haul hours at'any time if cc3mpl'aints are. received Property Services: ' . 1-�:.i�s � - € `� y , -� �` `�•:���f :. 1: -To be sent under separate. cover.:_ Fire: : • . ... , . • , •s , ' .. , . .- :. •1. �A fire hydrant; with 1,000 GPM fire flow is -required within 300'fe'et of'all.new single-family'striactu:res:'Ifahe building square. footage exceeds '3,600. sq ft. in area (including garage), the mmimum'fire,flow increases to 1,500 GPM and-"requires'two hydrants.,withirl'300 feet of the structures.. : 2":.'. iAll'buitding addresses- shail bo visible:from,:'-&.poked at,.th'e::pdblic street ;•' I .'Any existing'hydrant counted. as.fire protectiori.will�require installation'.of a'"storz" quick.dlscon"sect fitting 'if- ='not•already in place: 4.' -All access roads require.20..feetof. paving: ..Plan Review '— Sewer: - 1. The conceptual.,utility plan'.rieeds to be modified to show,a'driveway.and drive surface to'access what'is. labeled. as MH #2'. The plan also needs to show the• new:sewer main located in the'private.road- ;,. hammerhead. ..•_ ERC Advisory Notes Page.1 of 2.-. 2. Sanitary Sewer System Development Charge -is $11,01,7.00 per new single-family lot. Payment of this fee_ will'be required,prio.r to'issuance of•utility:construction permit.. 3. ':Honey Creek Special Ass essment'District fees. apply at.a rate of $250.00. per connection and willbe collected.as part of the construction permit. '4. ; Minimum -slope for -side -sewers shall be.2%.. Dual side sewers are not allowed. Plan.'Reyiew — Surface Water: . 1. 'This four -lot short plat -project lies in'the Honey;Creek drainage basin and a Surface Water System Deveiopment.charge of V66.'00,per new single-family lot is due prior to the'issuance of. a utility construction permit. -.2::A-temporary erosion control,plan'will.be'required-and,shalI be installed and maintained to the satisfaction. of 'the representative.of the Development''Services Division for the duration of the project. :3;: The final'drainage.plan is -to include the fullybuilt out short plat, including future houses, driveways and ..roadway improverrments:'Thb runoff from%the new•houses'must be -tight lined into.the storm drainage system "constructed for the short,plat. ,plan Review — StreetsdT ah§66rtation: - 1.. < Half street improvements -including sidewalk', curb and gutter, paving and storm drainage are required to be.installed;fronting the site"on NEi1O�h}Street-OrF Th;e.applicant may.submit a request to'Public.Works to pay a fee' in•lieu,pf, installing: these improvements. ' 2 l A cohc6ptb66tility plan needsjtojrriodify the private-road;entrance'tomb6-consistent with the Emergency f[ lE3 u.`. j['. Vehicle~Turning Radii Detail, the ham;merh'ead not or`mly Hdbds to,;have;a total dimension of ninety-feefiit. needs to be equally divided as''sllowrron thVA edetil�` 1Ilk 3 Streetlibhts.are not required � ► 4 Maximum driveway slope 'is 15% ,Miscellaneous: - I 4. ., 1:-Separate' and.fees for,side sewer connections twater meters, and storm drainage. connection sare - required, 'and must be prepared by a registered 0MI Engineer : The'applica`nt shall be,responsible for.: securing all necessary easements, for-utilitids 2 • Proposed new rockeries.or,retaining,walls to be constructed that are greater. than four,febVin height (from - bottom of footing to .top of.wall) uvilrbe re.quire,a'separate building permit for^ structural.re'view °;. 3.'. All new wire:utilities shall be.installed undergrourid-Per-the City of_Renton Under Groundirig.O dinance: :•. '.Construction -of franchise„utilities:mustt�e:irtsPected and approved by. the' City prior to recording. Caritact the franchise utilities for ariy additional requiremen. is 4 All plans shall"be tied to-a'minimu, m of,two'of.lthe City s Horizontal "and: Vertical Control Network, SRC A6 tory'Notes .,Page 2 of 2` CITY OF RENTON DETERMINATION OF NON -SIGNIFICANCE (MITIGATED) APPLICATION NO(S): LUA 07-112, SHPL-A, V-A, V-A,;<, ECF APPLICANT: Daniel Bretzke PROJECT NAME: Rogers Short Plat +VV a DESCRIPTION OF PROPOSAL: Application for administrative short plat, environmental review and administrative variances for a three -lot subdivision in the R-4 zone. The underlying parcel is 36,901 square feet and proposed density would be 3.94 dulac. Access to the three lots would be from a shared private access easement with the abutting Bretzke Short Plat (LUA 07-113). The site contains steep/protected slopes, and is in an erosion hazard area. There is a large Category 2 wetland adjacent to the site, and the subdivision is in the vicinity of Honey Creek. The applicant applied for, and received, a modification to build on steep slopes. LOCATION OF PROPOSAL: 5603 NE 10th Street LEAD AGENCY: The City of Renton Department of Planning/Building/Public Works Development Planning Section The City of Renton Environmental Review Committee has determined that it does not have a probable significant adverse impact on the environment. An Environmental impact Statement (EIS) is not required under RCW 43.21 C.030(2)(c). Conditions were imposed as mitigation measures by the Environmental Review Committee under their authority of Section 4-6-6 Renton Municipal Code. These conditions are necessary to mitigate environmental impacts identified during the environmental review process. Appeals of the environmental determination must be filed in writing on or before 5:00 PM on February 5, 2008. Appeals must be filed in writing together with the required $75.00 application fee with: Hearing Examiner, City of Renton, 1055 South Grady Way, Renton, WA 98057. Appeals to the Examiner are governed by City of Renton Municipal Code Section 4-8-110.13. Additional information regarding the appeal process may be obtained from the Renton City Clerk's Office, (425) 430-6510, PUBLICATION DATE: January19, 2008 DATE OF DECISION: January 14, 2008 SIGNATURES: � 4 al •/�f-48 regg Zi ma d in s rator ate . David Daniels, Fire Chief Date Planning) ui ding/Public Works Fire Department J6 Do 12.1 A .1 Terry Rgashiyama, Administrator Date 4x iets d nistrator a y Community Services EDNSP ENVIRONMENTAL REVIEW COMMITTEE MEETING NOTICE January 14, 2008 To: Gregg Zimmerman, Planning/Building/Public Works Administrator Terry Higashiyama, Community Services Administrator I. David Daniels, Fire Chief Alex Pietsch, EDNSP Administrator From: Jennifer Henning, Development Planning Meeting Date: Monday, January 14, 2008 Time: 3:00 PM Location: Sixth Floor Conference Room #620 Agenda listed below. THE FOLLOWING IS A CONSENT AGENDA Roaers Short Plat (Petzel) LUA07-112, SHPL-A, V-A, V-A, V-A, ECF Application for administrative short plat, environmental review and three administrative variances for a three -lot subdivision in the R-4 zone. The underlying parcel is 36,901 square feet and proposed density would be 3.94 dulac. Access to the three lots would be from a shared private access easement with the abutting Bretzke Short Plat (LUA 07-113). The site contains steeplprotected slopes, and is in an erosion hazard area. There Is a large Category 2 wetland adjacent to the site, and the subdivision is in the vicinity of Honey Creek. The applicant applied for, and received, a modification to build on steep slopes. cc: D. Law, Mayor J. Covington, Chief Administrative Officer S. Dale Estey, Economic Development Director D. Pargas, Assistant Fire Marshall N. Watts, P181PW Development Services Director F. Kaufman, Hearing Examiner B. Van Horne, Deputy Fire Chief J. Medzegian, Council P. Hahn, PB/PW Transportation Systems Director R. Lind, Economic Development L. Warren, City Attorney ERC City of Renton REPORT Department of Planning / Building / Public Works ENVIRONMENTAL REVIEW COMMITTEE REPORT ERCMEETING DATE: January 14, 2008 Project Name: Rogers Short Plat Owner: Larry Rogers 5603 NE IOth Street Renton, WA 98059 Applicant: Daniel Bretzke 1313 33rd Avenue South Seattle, WA 98144 Contact: Same as Applicant File Number: LUA 07-112, SUIPL-A, V-A, V-A, ECF Project Manager: Andrea Petzel, Associate Planner Project Summary: Application for administrative short plat, environmental review and two administrative variances for a three -lot subdivision in the R-4 zone. The underlying parcel is 36,901 square feet and proposed density would be 3.94 du/ac. Access to the three lots would be from a shared private access casement with the abutting Bretzke Short Plat (LUA 07-113). The site contains steep/protected slopes, and is in an erosion hazard area. There is a large Category 2 wetland adjacent to the site, and the subdivision is in the vicinity of Honey Creek. The applicant applied for, and received, a modification to build on steep slopes. Project Location: 5603 NE IOth Street Exist, Bldg, Area SF 2,480 SF Proposed New Bldg. Area (footprint): NIA Proposed New Bldg. Area (gross): N/A Site Area: 36,901 SF Total Building Area GSF: 2,480 STAFF RECOMMENDATION: Detennination of Non -Significance Mitigated (DNS-M) Project Location Map City of Renton P/B/PJ.V Department Enviror tal Review Committee Staff Report ROGERS SHORT PLAT LUA 01-112, SHPL-A, V-A, V A, V A, ECF Report of January 14, 2008 Page 2 of 5 PART ONE: PROJECT DESCRIPTION 1 BACKGROUND The applicant, Daniel Bretzke, has requested environmental review for a three lot subdivision in the R-4 zone. The existing house would remain on proposed Lot 1. The current parcel size is 36,901 square feet. After subtracting for an access easement, residential density would be 3.94 du/acre. The project abuts the Bretzke Short Plat (LUA 07-113) to the west, and both projects, plus two additional lots, were subject to a lot line adjustment in 2006 (City of Renton file LUA 06-088, LLA). The site is primarily pasture with one home (which will remain). There are three significant trees, both conifers and deciduous, outside the wetland buffer. All three are in the proposed right-of-way area, and are not required to be replaced. Proposed lot sizes range from 10,285 to 12,310 square feet. All lots will have access to NE 10'h Street via a shared private access easement. Street improvements along NE 10th will be required. The site abuts a Category 2 wetland, but only a small part of the buffer extends onsite, on proposed Lot 3. The applicant submitted a wetland delineation report by Berger/Abam Engineers (dated May 5, 2006). The parcel also contains steep slopes (vertical slope exceeds 40%). The applicant applied for a modification and received approval to build on steep slopes. There are no signifcant trees onsite. PART TWO: ENVIRONMENTAL REVIEW In compliance with RCW 43.21 C.240, the following environmental (SEPA) review addresses only those project impacts that are not adequately addressed under existing development standards and environmental regulations. A. Environmental Threshold Recommendation Based on analysis of probably impacts from the proposal, staff recommends that the Responsible Officials: Issue a DNS-M with a 14-day Appeal Period. B. Mitigation Measures 1. The applicant shall be required to provide a Temporary Erosion and Sedimentation Control Plan (TESCP) designed pursuant to the Department of Ecology's Erosion and Sediment Control Requirements outlined in 2005 Volume I1 of the Stormwater Management Manual. This condition shall be fulfilled prior to the issuance of utility construction pen -nits, and subject to the review and approval of the Development Services Division staff. 2. Earthwork shall be undertaken only between the months of April and October. C. Exhibits Exhibit 1 "Zoning Map Exhibit 2 Site Plan Exhibit 3 Grading — TESC Plan D. Environmental Impacts The Proposal was circulated and reviewed by various City Departments and Divisions to determine whether the applicant has adequately identified and addressed environmental impacts anticipated to occur in conjunction with the proposed development. Staff reviewers have identified that the proposal is likely to have the following probable impacts; 1. Earth Impacts: The subject site is rolling, with a 19.5% slope to the southwest, where there is a large Category 2 wetland, which is part of the Honey Creek system. Although the creek is not on the subject property, it is hydrologically connected to the wetlands that are present. The soils are classified as glacial till and there is no evidence of instability. The applicant estimates that 1,800 cubic yards of material will be cut and filled on ERC Report - Rogers 07-112.doe City of Renton PB/PIV Departmen EnWroi tat ReWew Committee Staff Report ROGERS SHORT PLAT L UA 0,-112, SIIPLA, V-A, V-A, V-A, ECF Report of January 14, 2008 Page 3 of 5 the site, the majority of which will be for grading the private access road. The applicant estimates that 5% of the site will be covered with impervious surface upon project completion. Given that the project site is within 100 feet of Category 2 wetland that is hydrologically connected to the Honey Creek system, and the risk for erosion given the slope of the project site, staff recommends the following that the applicant shall be required to provide a Temporary Erosion and Sedimentation Control Plan (TESCP) designed pursuant to the Department of Ecology's (DOE) Erosion and Sediment Control Requirements outlined in Volume I1 of the Stormwater Management Manual. In addition, to reduce the possibility of erosion impacts, staff recommends that earthwork be undertaken only in the dry summer months between April and October. There is approximately 31,121 square feet of Category 2 wetland abutting the project site, however only a portion of the buffer, approximately 1, 900 SF, extend on to Lot 2. The required buffer for a Category 2 wetland is 50 feet. The wetland is hydrologically connected to Honey Creek, a Class 4 stream that abuts the site, and is at the center of the greater study area. The Environmental Checklist indicates that the wetlands might form the headwaters of the creek. Although fish are not known to be in the adjacent stream, there is still potential for the site to provide important habitat for either aquatic or terrestrial animals. Songbirds and waterfowl are known to be present onsite, as well as deer and raccoon. No endangered, threatened, or sensitive species are known to be onsite. he applicant proposes to install dispersion trenches, as well as some buffer restoration work within 200 feet of the wetland. Conditions associated with short plat approval will likely require wetland signs and fencing, buffer enhancement, etc., as allowed per City Code. The current storm water sheet flows from the existing surfaces and pasture to the onsite wetland on the southwest part of the site, and subsequently drains to Honey Creek (tributary to May Creek). The applicant submitted a Preliminary Technical Information Report by Site Development Services (dated May 10, 2007) as part of the application materials. The report stated that according to the 1990 King County Surface Water Design Manual, detention is not required because the increase in runoff is under 0.5 cfs. The onsite soils are not suitable for detention, so dispersion trenches will be used for runoff control for each lot. Mitigation Measures: 1. The applicant shall be required to provide a Temporary Erosion and Sedimentation Control Plan (TESCP) designed pursuant to the Department of Ecology's Erosion and Sediment Control Requirements outlined in 2005 Volume 11 of the Stormwater Management Manual. This condition shall be fulfilled prior to the issuance of utility construction permits, and subject to the review and approval of the Development Services Division staff. 2. Earthwork shall be undertaken only between the months of April and October Nexus: SEPA Environmental Regulations E. Comments of Reviewing Departments The proposal has been circulated to City Department and Division Reviewers. Where applicable, their comments have been incorporated into the text of this report and/or "Advisory Notes to Applicant." ✓ Copies of all Review Comments are contained in the Official File and may he attached to this report. Environmental Determination Appeal Process Appeals of the environmental determination must be filed in writing on or before 5:00 PM, February 5, 2008. Renton Municipal Code Section 4-8-110.13 governs appeals to the I -(caring Examiner. Appeals must be filed in writing at the City Clerk's office along with a $75.00 application fee. Additional information regarding the appeal process may be obtained from the City Clerk's Office, Renton City Hall - 7th floor, 1055 S. Grady Way, Renton WA 98057. ERC Report - Rogers 07-112.doc City of Renton P/B/PW Departmen Enviro, ital Review Committee Staff Report ROGERS SHORT PLAT L UA 0,412, SHPL A, V A, V-A, V-A, ECF Report of January 14, 2008 Page 4 of 5 AD VISOR NOTES TO APPLICANT The following notes are supplemental information provided in conjunction with the administrative land use action. Because these notes are provided as information only, they are not subject to the appeal process for the land use actions. Planning: 1. This project is in the Issaquah School District and mitigation fees of $6,136.00 per lot are required at building permit stage. 2. RMC section 4-4-030.C.2 limits haul hours between 8:30 am to 3:30 pm, Monday through Friday unless otherwise approved by the Development Services Division. The Development Services Division reserves the right to rescind the approved extended haul hours at any time if complaints are received. Property Services: 1. To be sent under separate cover. Fire: 1. A fire hydrant with 1,000 GPM fire flow is required within 300 feet of all new single-family structures. If the building square footage exceeds 3,600 sq. ft. in area (including garage), the minimum fire flow increases to 1,500 GPM and requires two hydrants within 300 feet of the structures. 2. All building addresses shall be visible from, or posted at, the public street. 3. Any existing hydrant counted as fire protection will require installation of a "storz" quick disconnect fitting if not already in place. 4. All access roads require 20 feet of paving. Plan Review — Sewer: . The conceptual utility plan needs to be modified to show a driveway and drive surface to access what is labeled as MH #2. The plan also needs to show the new sewer main located in the private road hammerhead. 2. Sanitary Sewer System Development Charge is $1,017.00 per new single-family lot. Payment of this fee will be required prior to issuance of utility construction permit. 3. Honey Creek Special Assessment District fees apply at a rate of $250.00 per connection and will be collected as part of the construction permit. 4. Minimum slope for side sewers shall be 2%. Dual side sewers are not allowed. Plan Review — Surface Water: . This four -lot short plat project lies in the Honey Creek drainage basin and a Surface Water System Development charge of $759.00 per new single-family lot is due prior to the issuance of a utility construction permit. 2. A temporary erosion control plan will be required and shall be installed and maintained to the satisfaction of the representative of the Development Services Division for the duration of the project. 3. The final drainage plan is to include the fully built out short plat, including future houses, driveways and roadway improvements. The runoff from the new houses must be tight lined into the storm drainage system constructed for the short plat. Plan Review — Streets/Transportation: 1. Half street improvements including sidewalk, curb, and gutter, paving and storm drainage are required to be installed fronting the site on NE 10'h Street. The applicant may submit a request to Public Works to pay a fee in lieu of installing these improvements. 2. A conceptual utility plan needs to modify the private road entrance to be consistent with the Emergency Vehicle Turning Radii Detail; the hammerhead not only needs to have a total dimension of ninety feet it needs to be equally divided as shown on the detail. 3. Streetlights are not required. 4. Maximum driveway slope is 15%. ERC Report - Rogers 07-112.c1oe City gfRenton P/B/PYV Deprn7nten EnWro ital Review Committee Staff Report ROGERS SHORT PLAT LUA &,-112, SHPL-A, V-A, V-A, V-A, ECF Report of January 14, 2008 Page 5 of 5 Miscellaneous: 1. Separate permits and fees for side sewer connections, water meters, and storm drainage connections are required, and must be prepared by a registered Civil Engineer. The applicant shall be responsible for securing all necessary easements for utilities. 2. Proposed new rockeries or retaining walls to be constructed that are greater than four feet in height (from bottom of footing to top of wall) will be require a separate building permit for structural review 3. All new wire utilities shall be installed underground per the City of Renton Under Grounding Ordinance. Construction of franchise utilities must be inspected and approved by the City prior to recording. Contact the franchise utilities for any additional requirements. 4. All plans shall be tied to a minimum of two of the City's Horizontal and Vertical Control Network. ERC Report - Rogers 07-112.doc D6 - 3 T23N ME E 1/2 c\j f �E 112th Pl. R-- 8-,---- --- --- IF i f. NE I 10th St. R-8 . . . . . . . . . . . . i. 8 NE-J'9t -S -F� --R--' 8 I 117T 7 ir � 74 z R 8 eel Rr 28 St. -'R 8 RM—F C A .� "' ca ........... CA kNE h10 sj x il CA �j R-1- uj ZONING F/WM TWHMCAL ffmvww OLIM 4­ .. ... ...... ... W -NE I Othi St, i j .�— 0 wr R-8-- C) I F -'()0' ix F6 15 T23N R5E E 1/2 — — — — Renton city Lumts SE 11 3th SE 117th SE I R—z --R`,4` z 11"00 E6 10 T23N ME E 1/2 5310 Z�NING MAP BOOK 92 2193 455;: ; 456 459 J B 1 B2 B3, ; # 86..,.. 7 26 T24N R4E 25 T24N Rot 30 T24N R5E �- € u�'O9a $6 T24N RS j �.724N R5 's' =.27,T24N R5E,-- 26 T24N 5E 94W'. - .4551N 457� 4 ^` 58` 46a� 464 [C1 C2 ­C3 35T24N'R4E; 36 T24N R4E 31 T24N R5E .' l' 32T24N'R5 327N'� _ - 35 4N R5E 306 307 mew ,Q68 J 80;1 �, ,,� , • n1 Dtft,2-e ; , D3ie. \ D.7. 2 T23NR4E f 23N;RslE --_R:` 6 T23N R5E T23N'A5E"° ! ' ''. 4 .T23N R5E; " ``'• 3 T23N R5E I „t r 'T23N R5E *. 3y69 '' 31 319806 E2 3_ E4�� E 7 1..T 3N•R4E, L ^. 12 T23N F#Af , O, ,1E5, l ,_l_.: ' —..rt: µ _. 13';..31€ .T23N R5E 8 T23N R5@'r' r'/ ' 9 T23N R5E: I t, 10 T23N RSEt: — 1 1 3 �., � - 3287•'= `: 27 328 -37a : 810 i -- 13 F - "I" 4 T23N A4-- .13 T23N�RAE ��=1 f8T23N,R5E , -,'' .17 T23N R5E 16 T23N R5E-` 1W T231V'R5E i4 T23N'R5E. ` ' 13341 , `' 'Y`335 336 k :;337' `' �� '' 371 815. ,1 B 16 f G1 s —,. _ G G4 G67G7Yc _ 12', 3 T23N R4E,- 24.T23N R4E 19 T23N RE" 20-T23N ME, ' .21 iT23N. 22 723N ASE 23 T23N R5E 2, 34 600'44 . T . 602 .820 821 f} € 1. r H3� T23N R4E12 v e 5';T231ii R4E �^ _ ,:Ar ♦ 1 30T23N R5i ,. z •29 23N'R5E 28•T23N R5E _ 7 T23N E :, 2 R5 R5E 28 T23N -, 2� 50 , " 351E-- 603 ` 4 ' � _. 160 °; 825 - 6 Yr 8 i LA 6 36 T23N R4E4. Eh" 33 T23N 1 5 34 T23N R5E 35 33N T23N R5E Ba7- 608 ; € 609 g'10 833 ' 6 , J2--,1P", J4�,IJSk J6 R i' Aar<Kn 22N R4E i T22N R4E E 8 T22N ft5E1 ^' 5 T22N R5E 4 T22N.RSi 3 T22N R5E 2 T22N R5E 1 T2 - RC Resource Conservation R-1 Residential 1 du/ac R-4 Residential 4 du/sc R-a Residential 8 du/ac .sR] Residential Manufactured Homes R-10 Residential to du/ac R74 Residential 14 du/ac Rn-F Residential Multi -Family RM-T Residential Multi -Family Traditional RR-u Residential Mniti-Family Urban Center* Printed by Print 3 Mail Services, City of Renton MDIED. USE -CENTER CV Center Village uC-NS Urban Center - North t --1 Urban Center - North 2 Cp Center Downtown- CCR Commercial/Office/Residential INDUSTRIAL IH Industrial - Hanvy tR Industrial - Medium 1L Industrial - Light (P) publicly owned ---- Renton City Limits F-71 Commercial Arterial• — Adjacent City Limits CO Commercial Office* + Elooh Pages Boundary CR Commercial Neighborhood KROLL PAGE • May include Overlay Districts. See Appendix PAGE# INDEX maps. For additional regulations In Overlay Districts, please sea RMC 4-3. 5ECTrr0ww4lweE U Q z° z 3N -9A V 371N"'*— q cy (MA/sLl al �,nzrLr) siren srmr � n s�3n ,assul sv31r �"OIPt U h q I A ti I Lij 4 � Q O J � z J J 8 9 W A71TI 3.LYj,QwLjIF� �x*�(i �... JIOYE7 3,:YlaCON �x 3�.,idOdl Y g Q z 3�"LI M 3"3�g ig oz Q x yk iwvLl 3.DAQMN V yyy� If iii� a a k w vci I t °S }�2y Ro YiF� x s 1, a1 1I � � I I / "o. v �? hY3 1UA1i ]lXI1d b1 1-. Z U �O za .YY96L 7.GI,"600N n N N x v,o x q Li 41 V x a w \ Q p roLna o 0 (11 IN 1z C, 10 (rJ q k LU � 4 z � w cl- g Cc2 e su I ipkLLJ Ca I I V ; �97. 9�99s�n� EXHIBIT 2 I 2 z �o W I& -cr > moms ZIW LULL, CV LU mo Ix 0 LU UJO cr c > z oil O — any -.,.., �'-u,,p.o. „' ' i � . � I•� QI 44"►►"{{// 7 'T ji N f �Mr- 2, LLJ I ry is aw f 'A Aj ..... . . . . . . Fr j. Wd DS31-9NIO"D NOIN36 SIVId UOHS S11300ld-lXZOUS jo 1.113 EXHIBIT 3 CIIT.� OF RE TON t� Kathy Keolker, Mayor December 18, 2007 Daniel Bretzke 1313 3P Avenue South Seattle, WA 98144 Planning/Building/PublicWorks Department Gregg Zimmerman P.P., Administrator Subject: Modification-Rquest_to_Build on Steep Slopes t fo Renton Ftle 1.UA 07 �1'12 Dear Mr. Bretzke: This letter is to inform you that your request for a modification to build on steep slopes has been granted. Per RMC 4-3-050J5.b, grading on the protected slope qualifies for a modification because the slope was created through previous natural resource recovery done at the time of construction of the existing barn. Removing the barn and subsequent grading of the slope to the height of 12 feet will be allowed, subject to review, approval and possible mitigation measures from the Environmental Review Committee (ERC). The project is scheduled for review by ERC on January 14, 2008. 1f you have any questions please contact the Andrea Petzel, project manager at (425) 430-7270. Sincerely, ✓7, (i 1 Neil Watts, Director Development Services Division cc: City of Renton File LUA 07-1 12 Andrea Petzel, Associate Planner 1055 South Grady Way - Renton, Washington 98057 RE�vTorr N GEO Group Northwest, Inc. November 20, 2007 Geotechnical Engineers, Geologists & Environmental Scientists G-2320 Mr. Daniel Bretzke Ci OF p�AN1VlN G P.O. Box 1151 DEC M'pN Mercer Island, Washington 98040 U 2co, REep,tc .T6 Subject: Steep Slope Area Delineation and Statement Regarding Critical Areas Impacts, Rogers Short Plat, Renton, Washington Dear Mr. Bretzke: Per your request, GEO Group Northwest, Inc., has reviewed the letter from the City of Renton dated November 5, 2007, regarding the above -referenced proposed short plat in Renton, Washington. We also have reviewed additional information regarding the project that you provided to us (a topographic site plan containing a delineation of the protected slope area on site, and a proposed grading plan for the project). We concur with the delineation of the protected slope area. We also conclude that the proposed grading of this area to reduce the slope inclination is consistent with the earthwork recommendations presented in our geotechnical engineering study report for the site dated August 31, 2006. GEO Group Northwest, Inc., evaluated the site conditions and the potential for adverse soil impacts associated with the presence of erosion hazards on site. In our opinion, potential adverse impacts from soil erosion or sedimentation at the site can be avoided during development if the following measures are implemented on an as -appropriate basis. Install silt fencing along the downslope boundaries of disturbed areas of the site; place straw bales alongside the fence to provide support or protection, if appropriate Maintain a cover of bark, mulching, or hog fuel (or clear plastic sheeting) over areas of exposed soils that are not being worked; • Construct and maintain a stabilized construction traffic entrance for the site 13240 NE 20th Street, Suite 10 Bellevue, Washington 98005 Phone 425/649-8757 Fax 425/649-8758 0 November 20, 2007 G-2320 Mr. Daniel Bretzke Page 2 • Provide gravel -lined drainage swales and check dams to control the flow of surface water over the site; direct the surface water to one or more temporary settling ponds before discharging it off site or to the adjacent wetland area. • After construction is completed, the exposed soils should be permanently stabilized with mulching and vegetation cover to prevent subsequent erosion. Based on our review of the proposed short plat development, it also is our opinion that the proposed development poses minimal risk of adversely impacting the adjacent wetland areas by means of soil erosion or sedimentation or via slope instability. Please call us if you have any questions regarding this letter. Sincerely, GEO Group Northwest, Keith Johnson Project Geologist William Chang, PE Principal Engineer Enclosures: Plate l — Site Plan excerpt Plate 2 — Site Grading Plan excerpt GEO Group Northwest, Inc. Existing Slope Delineation NNW•V T 711ar � g) 1l1n0,�l*0! .! ! 4 _ �� ` fMM1pT nor , _ �--~�� ,`��'��.—r.-gyp•- -'! � ram' N - % .i ~ ~�'�"':~---- �1,64 square feet � ) + _ 8 ___ %_- • of Area of Mr/. �. -~+w ... -�.._ and Gren�ter, ''w--------•m--- �'- _ Slopes �.OP PL Slope across �- -- -� �. lot i s ° ~-�- --- =-- 13 _ _ __ I --- `"°'°'� I from lowest -wlw �• \ \\ -� X LO 95 TA7 to highest point on \-V k le I property P " I Plate 1 Group Northwest, Inc. Geotechnicai Engineers, Geologists, 8 Environmental Scientists 13240 NE 20th Street, Suite 10 - Bellevue, Washington 98005 Phone 425-649-8757 - Fax 425-649-8758 To: Mr. Daniel Bretzke P.O. Box 1151 Mercer Island, Washington 98040 Attention: We are sending you: © Attached ❑ Under separate cover Date: November 21, 2007 Job No: G-2320 Project: Rogers Short Plat Renton, Washington ❑ Field Reports ❑ Preliminary Drafts ® As Stated ❑ Reports ❑ Test Results ❑ Copies Date Description 2 11 /20/2007 Steep Slope Area Delineation Letter For your: ❑ Information ❑ Signature ® Files ® Distribution ❑ Approval ❑ Remarks: Please call if you have any questions or require additional information. cc: Signed . ,,i/�I/l.�i Daniel Bretzke, AICP P O Box 1151 Mercer Island, WA 98040 OEVFLOPME CITY OF I EMNNING DEC 1 01007 RECEIVED A Request for an Exception through Modifications for a Geological Hazard For the Rogers Short Plat The City of Renton code allows the applicant to request that the Administrator grant a modification for Geological Hazards through modifications. Daniel Bretzke, applicant for Larry Rogers requests the Administrator to grant a modification for the geological hazard of steep slope on the Rogers short plat. This modification is based upon the existing steep slope of 44% with a vertical height of 17.5 feet was created through previous natural resource recovery done at the time of the construction of the barn. This proposal request modification including the the removal of the barn, and grading of the site to reduce the 44% slope to a maximum of 12 feet in vertical height. The end result will create a slope that will match the existing slopes on the adjacent properties. This request for modification is supported in the following facts. The existing barn was built by a previous property owner. The barn was constructed on a concrete pad. The ground under and down slope of the pad was created by excavating material from the slope on both the north and east side of the property. The proposed grading plan shows that once the barn is removed and the area is filled, the slope will be reduced to 12 feet in vertical height. The resulting slope will match the existing slope on the adjacent property as shown in the picture. The barn is non conforming to setbacks for which would have been required for a barn structure under King County code. The removal of the barn and regrading the slope is the best method to correct the existing non conforming sturcture and steep slope zoning issues. Project meets the criteria for decision for approval of modification RMC" a. Substantially implements the policy direction of the policies and objectives of the Comprehensive Plan Land Use Element and the Community Design Element and the proposed modification is the minimum adjustment necessary to implement these policies and objectives;" Applicant's Response: Approval of the modification to allow the existing steep slope of 17.5 feet in height, to be 12 feet in vertical height, will allow the resulting slope to be less than the 15 feet in height of a regulatory steep slope RMC "b. Will meet the objectives and safety, function, appearance, environmental protection and maintainability intended by the Code requirements, based upon sound engineering judgment;" Applicant's Response: The approval of this modification will allow the removal of an unsightly barn. The resulting grade of the slope will improve the stability of the existing slope as the total height of the slope will be reduced. The grading work will be done during the summer months with adequate erosion and dust conrol. RMC "c. Will not be injurious to other property(ies) in the vicinity" Applicants Response: The modification will not cause any negative effects on adjacent properties, and will benefit them. RMC "d. Conforms to the intent and purpose of the Code;" Applicant's Response: The code allows for steep slopes previously modified to be graded to be a non regulatory slope, and this request meets this code requirement. RMC. "e. Can be shown to be justified and required for the use and situation intended;" Applicant's response: The modification can be justified, in that the barn needs to be removed, and the slope needs to be graded to allow access to the proposed access tract. RMC f. Will not create adverse impacts to other property(ies) in the vicinity N Applicants Responne: The proposal will not create any adverse impacts to other properties. The resulting grades will still be lower than the adjacent properties. In summary, The requested modification will reduce a slope currently defined as a protected slope on which development is restricted, to a slope which is defined as sensitive. The requested modificaion will allow the removal of a non -conforming sturcture. The requested modification will allow for the site to be graded and landscaped to conform with surrounding neighboring properties. Thank you for your consideration of the requested modification. Sincerely Daniel Bretzke, AICP Site Pictures Of the Proposed Modification. This picture is taken on east property line looking south down the slope toward barn. Note the lower elevation of the barn in relation to the property line. f fence is about 4 feet up the side of the barn. New grading will fill to bottom of exiting fence on On east property line looking south. Adjacent property to east is approximately 5 feet above barn. Back of barn looking west. Notice how the slope in the back ground is higher than the fore ground. Looking east across slope. Note barn on left at bottom of slope. Notice the yard of the Similar slope on adjacent property to east, wity Improved with landscaping. 4 11 lip - 01, titi 4b Slope west and immediately adjacent to barn. Notice how barn is built into slope. West side of barn, notice flat ground. Notice that existing barn is in state of disrepair. Looking east and north across steep slope area above barn. Code Sections b. Exceptions through Modification: Exceptions to the prohibition may be granted for: i. Filling against the toe of a natural rock wall or rock wall, or protected slope created through mineral and natural resource recovery activities or public or private road installation or widening and related transportation improvements, railroad track installation or improvement, or public or private utility installation activities pursuant to subsection N2 of this Section, Modifications. ii. Grading to the extent that it eliminates all or portions of a mound or to allow reconfiguration of protected slopes created through mineral and natural resource recovery activities or public or private road installation or widening and related transportation improvements, railroad track installation or improvement, or public or private utility installation activities, pursuant to subsection N2 of this Section, Modifications. ii. Geologic Hazards — Modifications: An applicant may request that the Administrator grant a modification to allow: (a) Regrading of any slope which was created through previous mineral and natural resource recovery activities or was created prior to adoption of applicable mineral and natural resource recovery regulations or through public or private road installation or widening and related transportation improvements, railroad track installation or improvement, or public or private utility installation activities; The following procedures shall apply to any of the above activities: (1) The applicant shall submit a geotechnical report describing any potential impacts of the proposed regrading and any necessary mitigation measures; (2) All submitted reports shall be independently reviewed by qualified specialists selected by the City at the applicant's expense; (3) The Department Administrator may grant, condition, or deny the request based upon the proposal's compliance with the applicable modification criteria of RMC 4-9-250D; and (4) Any slope which remains forty percent (40%) or steeper following site development shall be subject to all applicable geologic hazard regulations for steep slopes and landslide hazards, in this Section. (5) In addition to the criteria of RMC 4-9-250D, Modification Procedures, the following criteria shall apply: The proposed modification is based on consideration of the best available science as described in WAC 365-195-905; or where there is an absence of valid scientific information, the steps in RMC 4-9- 250F are followed. SLOPE: An inclined ground surface the inclination of which is expressed as a ratio of horizontal distance to vertical distance, which may be regulated or unregulated. SLOPE, STEEP: A hillside, or portion thereof, which falls into one of two (2) classes of slope, sensitive or protected. A. Slope, Protected: A hillside, or portion thereof, with an average slope, as identified in the City of Renton Steep Slope Atlas or in a method approved by the City, of forty percent (40%) or greater grade and having a minimum vertical rise of fifteen feet (15'). B: Slope, Sensitive: A hillside., or portion thereof, characterized by: (1) an average slope, as identified in the City of Renton Steep Slope Atlas or in a method approved by the City, of twenty five percent (25%) to less than forty percent (400/G); or (2) an average slope, as identified in the City of Renton Steep Slope Atlas or in a method approved by the City, of forty percent (40%) or greater with a vertical rise of less than fifteen feet (15% abutting an average slope, as identified in the City of Renton Steep Slope Atlas or in a method approved by the City, of twenty five percent (25%) to forty percent (40%). This definition excludes engineered retaining walls. D. MODIFICATION PROCEDURES 1. Application Time and Decision Authority: Modification from standards, either in whole' or in part, shall be subject to review and decision by the Planning/Building/Public Works Department upon submittal in writing of jurisdiction for such modification. (Amd. Ord. 4777, 4-19-1999) 2. Decision Criteria: Whenever there are practical difficulties involved in carrying out the provisions of this Title, the Department Administrator may grant modifications for individual cases provided he/she shall first find that a specific reason makes the strict letter of this Code impractical, that the intent and purpose of the governing land use designation of the Comprehensive Plan is met and that the modification is in conformity with the intent and purpose of this Code, and that such modification: a. Substantially implements the policy direction of the policies and objectives of the Comprehensive Plan Land Use Element and the Community Design Element and the proposed modification is the minimum adjustment necessary to implement these policies and objectives; b. Will meet the objectives and safety, function, appearance, environmental protection and maintainability intended by the Code requirements, based upon sound engineering judgment; c. Will not be injurious to other property(ies) in the vicinity; d. Conforms to the intent and purpose of the Code; e. Can be shown to be justified and required for the use and situation intended; and f. Will not create adverse impacts to other property(ies) in the vicinity. (Ord. 4517, 5-8- 1995; Ord, 5100, 11-1-2004) Project off Hold LUA Page 1 From: Andrea Petzel To: danielbretzke@gmail.com Date: 12/14/2007 12:55:28 PM Subject: Project off Hold i-UA Hi Daniel, This email is to let you know that I've taken LUA07-112 off hold and have scheduled it to go to the Environmental Review Committee on January 14, 2007. Please let me know if you have any questions. I'll have an answer for that modification request sometime next week. Thanks, Andrea CC: Stacy Tucker City of Renton Department of Planning / Building / Public Works ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET REVIEWING DEPARTMENT:aft COMMENTS DUE: NOVEMBER 6, 2007 APPLICATION NO: LUA07-112, SHPL-A, V-A, V-A, V-A, ECF DATE CIRCULATED: OCTOBER 23, 2007 APPLICANT: Daniel Bretzke PROJECT MANAGER: And PROJECT TITLE: Rogers 3-Lot Short Plat PLAN RE a Hennin SITE AREA: 36,901 square feet BUILDING ARE ross : 2,480 square feet r LOCATION: 5603 NE 10'h Street WORK ORDER NO: 77819 SUMMARY OF PROPOSAL: Application for administrative short plat, environmental review and three administrative variances for a three -lot subdivision in the R-4 zone. The underlying parcel is 36,901 square feet and proposed density would be 3.94 dulac. Access to the three lots would be from a shared private access easement with the abutting Bretzke Short Plat. The requested variances are for a reduced side yard setback along a street for the existing house; a reduced side yard setback along a street for the garage; and a variance to allow a garage in the front yard setback area. The site contains steep/protected slopes, and is in an erosion hazard area. There is a large Category 2 watland adjacent to the site, and the subdivision is in the vicinity of Honey Creek, A. ENVIRONMENTAL IMPACT (e.g. Non -Code) COMMENTS Element of the Environment Probable Minor Impacts Probable Major Impacts More Information Necessary Earth Air Wafer Plants Land/Shoreline Use Animals Environmental Health Energy/ Natural Resources S. POLICY -RELATED COMMENTS C. CODE -RELATED COMMENTS Element of the Environment Probable Minor Impacts Probable Major Impacts More Information Necessary Nousin Aesthetics Li ht/Glare Recreation Utilities Transportation Public Services ✓ Nistoric/Culfural Preservation Airport Environment 10,000 Feet 14,000 Feet 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 infor atn is needed to properly assess this proposal. r1jj 01 Signature of Director or Authorized Repr senJtative Date Kathy Keolker, Mayor CITY OF RENTON Planning/Building/PublieWorks Department Gregg Zimmerman P.E.; Administrator : Subject: Project Placed on Hold - Rogers Short Plat City of Renton File.LUA.07412 bear'Mr. Bretzke: This letter is to -inform yoti-thaViidditional information.is required,to continue processing . your-short;plat application,.;, Pending receipt of this irifarrriatiori, your project is being placed 'on hold:: After preliminary review ;of -the ge'otechnical report=submitted with your application, it appears.that�protected slopes are located on, the project site. -Page 3. of the geotechnical 'report.by'Geo-Group Northwest (dated August 31, 2006) states that there are slopes' onsite tha' vrange. froir► 2h to 45 percent.' Slopes,with grades of-40% or greater meet the City's'definition of Qrotected, slopes. Per the City's Critical Areas regulations, RMC 4-3 05.0 J 5 a;.development'is prohibited on protected, slopes. '.'In order to'complete the review'of your;:project,•please have'your•geotechnical engineer 'submit a delineation of theprotected;slope area (40%,and`greater). You will.also need to " sub it,a:revised density worksheet,subtracdrig the protected slopes -(critical areas) from the gross.lot square footage:. n.additton; please subrriit a. calculation of the average grade of the. three lot short -plaf:'Per RMC 4-11.-080,"short plats with an average grade greater than 20%D .are.considered Hillside Subdivisions -arid' require a public.•hearirig. Finally, given the presence of a;iarge Category 2 wetlands and a stream adjacent to'the, site, ' as weli as the.high risk-for.:erosion;•your geotechnical engineer should provide a statement about the potential•long-term impacts this.development will have on the adjacent -critical areas. Once I've received.the additional information, you;project will betaken off -hold and the --project'will be scheduled far. review by -the Environmental Review Commitfeel- If needed, a. public,heahng with. the Hearing Examiner will also be scheduled.. I will be out of the office until the 27th of November. If you have,any-questions you may.leave me a voicemaiI ..'�.. ... - RE N•T.O�N� . 1655 South Grady Way =Renton, Washingtaif 98057 AHEAP'OF THE.CURV$." ® ThlspoWcorsta'vis5D% recycled material,'30%postconsumer . CITY OF RENTON MEMORANDUM DATE: November 5, 2007 TO: Andrea Petzel (� FROM: Arneta Henninger X7298 SUBJECT: ROGERS SHORT PLAT LUA 07-112 5603 NE LOTH ST (WEST OF NILE AVE NE) 3 SINGLE FAMILY LOTS I have reviewed the application for this 3 lot short plat located on the south side of NE loth St west of Nile Ave NE, south of both Reed Short LUA 07-108 at 5604 NE 10th St (1023059188) and Suellen Short Plat LUA 07-100 Short Plat at 5502 NE loth St (1023059382) and east of Wedgewood 3 in Section 10, Twp. 23N Rng 5E, and have the following comments: Existing Conditions: Water -- The proposed short plat is not located in the City of Renton Water Service Area. The project site is located in Water District 90 water service area. Sewer -- There is an existing 8" sanitary sewer main in NE l Oth St. Storm -- There are existing storm drainage facilities located in NE 10th St on the south side to the west of the parcel being developed. CODE REQUIREMENTS Water • The applicant shall submit a Certificate of Water Availability from Water District 90 to confirm that the District can provide the required fire flow rate for the development as required by Renton code. A copy was included in the application. • Any new construction must have a fire hydrant capable of delivering a minimum of 1,000 GPM fire, be per City of Renton code including stortz fittings and shall be located within 300 feet of the structure. If the building gross square footage (including garage) exceeds 3600 square feet in area, the minimum fire flow increases to 1500 GPM and requires two hydrants within 300 feet of the structure. This distance is measured along a travel route. • The conceptual utility plan needs to modify the private road entrance to be consistent with the Emergency Vehicle Turning Radii Detail; the hammerhead not only needs to have a total dimension of 90 feet it needs to be equally divided as shown on the detail. Sanitary Sewer • The conceptual utility plan needs to be modified to show a driveway and drive surface to access what is labeled as MH #2. • The plan needs to show the new sewer main located in the private road hammerhead. • The applicant is responsible for providing sanitary sewer to serve the 3 lots. • Individual side sewers are required, dual sidesewers are not allowed. Rogers Short Plat Application Page 2 • The applicant is responsible for securing the necessary easements to serve this short plat with sanitary sewer. • This parcel is located in the Honey Creek Special Assessment District (SAD 8611). The fee is $250 per connection and is collected as part of the construction permit prior to recording of the short plat. • System Development Charges of $1017 per each new lot are required. These fees are collected prior to the issuance of a construction permit and prior to the recording of the short plat. Storm Drainage • This 3 lot short plat project lies in the Honey Creek drainage basin. A storm drainage report and conceptual drainage plan was submitted with the formal application and the engineer of record stated that detention was not required under the 1990 King County Surface Water Drainage Manual. • The final drainage plan is to include the fully built out short plat, including future houses, driveways and roadway improvements. The runoff from the new houses must be tight lined into a storm drainage system constructed for the short plat. • Surface Water System Development Charges of $759 per new single family parcel will be required for this short plat. This fee must be paid prior to issuance of the construction permit for the short plat. Erosion Control Measures • Erosion control measures shall be per DOE standards. Street Improvements • Projects that are 2 to 4 residential lots in size are required to provide half pavement width per standard with curb, gutter (16' from centerline) and a 5 foot sidewalk on the project side of NE 10th St across the full frontage of the parcel being developed. • All new electrical, phone and cable services to the plat must be undergrounded. Construction of these franchise utilities must be inspected and approved by a City of Renton public works inspector prior to recording of the short plat. Project should contact the franchise utilities for any additional requirements. • Projects that are 2 to 4 residential lots in size are not required to install street lighting. • Traffic mitigation fees of $1435.50 will be required as a condition of the short plat prior to recording of the short plat. Fire mitigation and Parks mitigation fees must also be paid prior to recording of the short plat. General • All required utility, drainage and street improvements will require separate plan submittals prepared according to City of Renton drafting standards by a registered Civil Engineer. • The construction permit application must include an itemized cost estimate for these improvements. Half of this fee must be paid upon application for construction permits (preliminary plat improvements), and the remainder when the construction permit is issued. There may be additional fees for water service related expenses. • All plans shall be tied to a minimum of two of the City of Renton Horizontal and Vertical Control Network. cc: Kayren K. City of nenton Department of Planning / Building / Pubn„ Works ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET REVIEWING DEPARTMENT: '00,neVfi COMMENTS DUE: NOVEMBER 6, 2007 APPLICATION NO: LUA07-112, SHPL-A, V-A, V-A, V-A, ECF DATE CIRCULATED: OCTOBER 23, 2007 APPLICANT: Daniel Bretzke PROJECT MANAGER: Andrea Petzel PROJECT TITLE: Rogers 3-Lot Short Plat I PLAN REVIEW: Arneta Henninger SITE AREA: 36,901 square feet BUILDING AREA (gross): 2,480 square feet LOCATION: 5603 NE 1OW Street WORK ORDER NO: 77819 SUMMARY OF PROPOSAL: Application for administrative short plat, environmental review and three administrative variances for a three -lot subdivision in the R-4 zone. The underlying parcel is 36,901 square feet and proposed density would be 3.94 du/ac. Access to the three lots would be from a shared private access easement with the abutting Bretzke Short Plat. The requested variances are for a reduced side yard setback along a street for the existing house; a reduced side yard setback along a street for the garage; and a variance to allow a garage in the front yard setback area. The site contains steep/protected slopes, and is in an erosion hazard area. There is a large Category 2 wetland adjacent to the site, and the subdivision is in the vicinity of Honey Creek. A. ENVIRONMENTAL IMPACT (e.g. Non -Code) COMMENTS Element of the Environment Probable Minor Impacts Probable Major Impacts More Information Necessary Earth Air Water Plants Land/Shoreline Use Animals Environmental health Energy/ Natural Resources B. POLICY -RELATED COMMENTS Element of the Environment Probable Minor Impacts Probable Major impacts More information Necessary Housing Aesthetics Li ht/Glare Recreation Utilities Transportation Public Services Historic/Cultural Preservation Airport Environment 10,000 Feet 14,000 Feet C. CODE -RELATED COMMENTS We have reviewed this application with particular attend n to those areas in which we have expertise and have identified areas of probable impact or areas where additional inoqmation is need .to prop rt assess this proposal. k,LX,"X,r, — -5- V�y Signature of Director or Authorized Representative Date �� T-RAN SPORTATTON' MITIGATION :FEE Project Name: Project Address: Contact Person: Permit Number: 9 -Un s4vu 5603 NG UJA 0-7 !►� Project Description: 3 Sft-T eUVrw ut; Land Use Type: Method of Calculation: Residential f; ITE Trip Generation Manual, 7tn Edition ❑ Retail ❑ Traffic Study ❑ Non -retail ❑ Other �.5-7' do, Calculation: Iso Transportation Mitigation Fee: Calculated by: Date of Payment: City of Trenton Department of Planning / Building / Pu61iL. Works ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET REVIEWING DEPARTMENT: COMMENTS DUE: NOVEMBER B, 2007 APPLICATION NO: LUA07-112, SHPL-A, V-A, V-A, V-A, ECF DATE CIRCULATED: OCTOBER 23, 2007 cn'YUrfltNIUN APPLICANT: Daniel Bretzke PROJECT MANAGER: Andrea Petzel PROJECT TITLE: Rogers 3-Lot Short Plat PLAN REVIEW: Arneta Henninger OCT 1.1 4 SITE AREA: 36,901 square feet BUILDING AREA (gross): 2,480 square f t LOCATION: 5603 NE 101h Street WORK ORDER NO: 77819 SUMMARY OF PROPOSAL: Application for administrative short plat, environmental review and three administrative variances for a three -lot subdivision in the R-4 zone. The underlying parcel is 36,901 square feet and proposed density would be 3.94 du/ac. Access to the three lots would be from a shared private access easement with the abutting Bretzke Short Plat. The requested variances are for a reduced side yard setback along a street for the existing house; a reduced side yard setback along a street for the garage; and a variance to allow a garage in the front yard setback area. The site contains steep/protected slopes, and is in an erosion hazard area. There is a large Category 2 wetland adjacent to the site, and the subdivision is in the vicinity of Honey Creek. A. ENVIRONMENTAL IMPACT (e.g. Non -Code) COMMENTS Element of the Environment Probable Minor Impacts Probable Major Impacts More Information Necessary Earth Air Water Plants Land/Shoreline Use Animals Environmental Health Energy/ Natural Resources Element of the Environment Probable Minor Impacts Probable Major Impacts More Information Necessary Housing Aesthetics Light/Glare Recreation Utilities Trans ortation Public Services HistoriclCultural Preservation Airport Environment 10,000 Feet 14,000 Feet TILA IP -5 (A-M " .91 77 q J -!. 10 /a u ra � B. POLICY -RELATED COMMENTS C. CODE -RELATED COMMENTS We have reviewed this application with particular attention to those areas in which we have expertise and have identified areas of probable impact or areas where additional information is needed to properly assess this proposal. Signature of Director or Authorized Representative Date CITY OF RENTON FIRE PREVENTION BUREAU MEMORANDUM DATE: October 30, 2007 TO: Andrea Petzel, Senior Planner FROM: Corey Thomas, Plans Review Inspector SUBJECT: Rogers Short Plat ENVIRONMENTAL IMPACT COMMENTS: 1. A fire mitigation fee of $488.00 is required for all new single-family structures. CODE -RELATED COMMENTS: 1. A fire hydrant with 1000 GPM fire flow is required within 300 feet of all new single-family structures. If the building square footage exceeds 3600 square feet in area, the minimum fire flow increases to 1500 GPM and requires two hydrants within 300 feet of the structures. 2. Access roadway requires 20-foot paved roadway with an approved fire department turnaround. See attached diagram. 3. All building addresses shall be visible from a public street. City of ,enton Department of Planning / Building / Pubi) . Works ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET REVIEWING DEPARTMENT: Fiff— COMMENTS DUE: NOVEMBER 6, 2007 APPLICATION NO: LUA07-112, SHPL-A, V-A, V-A, V-A, ECF DATE CIRCULATED: OCTOBER 23, 2007 APPLICANT: Daniel Bretzke PROJECT MANAGER: Andrea Petzel PROJECT TITLE: Rogers 3-Lot Short Plat PLAN REVIEW: Arnela H nI ' erti SITE AREA: 36,901 square feet BUILDING AREA ross : LOCATION: 5603 NE 10`h Street WORK ORDER NO: 7781 SUMMARY OF PROPOSAL. Application for administrative short plat environmental review nd 1, k ee adminis raw ianc three -lot subdivision in the R-4 zone. The underlying parcel is 36,901 square feet and propoLhort e ity would be 3.94 du/ac. cces to the three lots would be from a shared private access easement with the abutting Bretzke P a . es ar for a reduced side yard setback along a street for the existing house; a reduced side yard setalong pt _ rage; and variance to allow a garage in the front yard setback area. The site contains steep/protected s azard are . There is a large Category 2 wetland adjacent to the site, and the subdivision is in the vicinity of Honey Creek. A. ENVIRONMENTAL IMPACT (e.g. Non -Code) COMMENTS Element of the Environment Probable Minor Impacts Probable Major Impacts Moro information Necessary Earth Air Water Plants Land/Shoreline Use Animals Environmentat ileallh Energy/ Natural Resources B. POLICY -RELATED COMMENTS C. CODE -RELATED COMMENTS Element of the Environment Probable Minor impacts Probable Major Impacts More Information Necessary Housing Aesthetics Li htlGlare Recreation Utilities Trans ortalion Public Services Historic/Cultural Preservation Airport Environment 10,000 Feet 14, 000 Feet 57A a- 4 6 j7 We have reviewed this application with particular attention to those areas in which we have expertise and have identified areas of probable impact or areas where additional information is needed to roperiy assess this proposal. /Q 36 D Signature of Director or Authorized Representative Date City of r%anton Department of Planning / Building / PubNc Works ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET REVIEWING DEPARTMENT: Cb4on COMMENTS DUE: NOVEMBER 6, 2007 APPLICATION NO: LUA07-112, SHPL-A, V-A, V-A, V-A, ECF DATE CIRCULATED: OCTOBER 23, 2007 ,jr "04 APPLICANT: Daniel Bretzke PROJECT MANAGER: Andrea Petzel R E C PROJECT TITLE: Rogers 3-Lot Short Plat PLAN REVIEW: Arneta Henninger 4 2007 SITE AREA: 36,901 square feet BUILDING AREA (gross): 2,480 square feet LOCATION: 5603 NE 10th Street B WORK ORDER NO: 77819 SUMMARY OF PROPOSAL: Application for administrative short plat, environmental review and three administrative variances for a three -lot subdivision in the R-4 zone. The underlying parcel is 36,901 square feet and proposed density would be 3.94 dulac. Access to the three lots would be from a shared private access easement with the abutting Bretzke Short Plat. The requested variances are for a reduced side yard setback along a street for the existing house; a reduced side yard setback along a street for the garage; and a variance to allow a garage in the front yard setback area. The site contains steep/protected slopes, and is in an erosion hazard area. There is a large Category 2 wetland adjacent to the site, and the subdivision is in the vicinity of Honey Creek. A. ENVIRONMENTAL IMPACT (e.g. Non -Code) COMMENTS Element of the Environment Probable Minor Impacts Probable Major Impacts More information Necessary Earth Air Water Plants LandlShoreline Use Animals Environmonlal Health Energyl Natural Resources B. POLICY -RELATED COMMENTS 0 fvr- C. CODE-RELA TED COMMENTS Nb f c Element of the Environment Probable Minor Impacts Probable Major Impacts More Information Necessary Housing Aesthetics Li htlGlare Recreation Utilities Transportation Public Services HistoridCultural Preservation Airport Environment 10,000 Feet 14,004 Feet 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 whet dditional information is needl to properly assess this proposal. /d 14d/rr'7 S3 nature of Director uthorized Representative Date City Of Renton Development Services Division 1055 So. Grady Wy. Renton, Wa. 98055 ATTEN: Andrea Petzel, Associate Planner RE: Rogers 3- Lot Short Plat Variance for Garage Setback Dave and Barbara Reed Owners of: 5604 NE I & St. Short Plat: Permit # LUA07-108 SHPL-A Horne Address: 174 Nile Pl. NE Renton, Wa. 98059 10/24/07 In response to leaving the Commercial/ Industrial looking Metal Garage Building too close to NE 10t' St , my feeling is that it will not fit the residential neighborhood that is now taking shape and we would like it removed. So it is our request that this variance should be denied. This is the same reason that we will be removing our similar metal garage/shop on the South East corner of our lot at 5604 NE i 0'h St. We plan to build our retirement home on our lot across the street from this garage, if you approve our Reed Short Plat. As for the residence and its garage I think they fit well into the residential neighborhood, and feel these variances should be granted. cc: file kcerely,, ' w AQ City of Kenton Department of Planning / Building / Pubh. ,Works ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEKPoSHEE30 REVIEWING DEPARTMENT:( COMMENTS DUE: NOVEMBER 6, 2007z � n APPLICATION NO: LUA07-112, SHPL-A, V-A, V-A, V-A, ECF DATE CIRCULATED: OCTOBER 23, 2007 70 .,... APPLICANT: Daniel Bretzke PROJECT MANAGER: Andrea Petzel �Zi PROJECT TITLE: Rogers 3-Lot Short Plat PLAN REVIEW: Arneta Henninger �Z SITE AREA: 36,901 square feet BUILDING AREA (gross): 2,480 square feet LOCATION: 5603 NE 10th Street WORK ORDER NO: 77819 SUMMARY OF PROPOSAL: Application for administrative short plat, environmental review and three administrative variances for a three -lot subdivision in the R-4 zone. The underlying parcel is 36,901 square feet and proposed density would be 3.94 dulac, Access to the three lots would be from a shared private access easement with the abutting Bretzke Short Plat. The requested variances are for a reduced side yard setback along a street for the existing house; a reduced side yard setback along a street for the garage; and a variance to allow a garage in the front yard setback area. The site contains steep/protected slopes, and is in an erosion hazard area. There is a large Category 2 wetland adjacent to the site, and the subdivision is in the vicinity of Honey Creek. A. ENVIRONMENTAL IMPACT (e.g. Non -Code) COMMENTS Element of the Environment Probable Minor Impacts Probable Major Impacts More Information Necessary Earth Air Water Plants Land/Shoreline Use Animals Environmental Health Energy/ Natural Resources R. POLICY-RELA TED COMMENTS C. CODE -RELATED COMMENTS Element of the Environment Probable Minor Impacts Probable Major Impacts More Information Necessary Housin Aesthetics Light/Glare Recreation utilities Transportation Public Services HistoncrCultural Preservation Airport Environment 10,000 Feet 14,000 feet 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 inlormatio is needed to properly assess this proposal. tAa :41, Signet re of erector or athorized Representative Date rSY �'�e Urty • � a NOTICE OF APPLICATION AND PROPOSED DETERMINATION OF NON -SIGNIFICANCE -MITIGATED (DNS-M) DATE: October 23, 2007 LAND U59 NUMBER: LUA07-112, SHPL-A, V-A, V.A. V-A, ECF PROJECT NAME Rogers 3-Lot Stan Plat PROJECT DESCRIPTION: Application for admiretral short plat. environmental review and three administrative variances for a threedol subdivision in the RA zone. The underlying parcel is 38,901 square feet and proposed density would be 3.94 dulaa Access to the three lots would be from a shared private access easement with the abutting Bratzke Short Plat The requamtad Variances are for a reduced side yard setback along a street for the existing house: a reduced side yard setback along a street fir the garage, and a variance to allow a garage In the front yard setback One. The site contalns sleeplprotected slopes, and is In an erosion hazard area. There Is a large Category 2 wetland adjacent to the alto, and the subdMitlon Is in the vicinity of Honey Creek. PROJECT LOCATION: 5503 NE le Street OPTIONAL DETERMINATION OF NON -SIGNIFICANCE, MITIGATED (DNS-11III: As the Lead Agency, the City of Renton has determined that significant anwronmental impacts are unlikely Ia resuh from the proposed project. Therefore, as permlted under the 143.21 CA 10. the City of Renton is using the Optional DNS-M process to give notice that a DNS M is likely to tie issued. Comment per udi fa rho project and We proposed DNS-M are integrated irao a single comment period, There will be no comment period following the issuance of the Throshi DelannlneLdn of Non -Significance - Mitigated (ONSA). A 14-day appeal period will follow the issuance of the ONS-M. PERMIT APPLICATION DATE: September 27. 2007 NOTICE OF COMPLETE APPLICATION: October 23, 2001 APPLICANTlPROJECT CONTACT PERSON: Daniel Boni Tel: 12061 310.219(: damlelt ratzksfgniall.com PermiWReview Requealed: Environmental ISEPAI Rani Administrative Short Plat and Three 13) Administradvs Variance approvals Other Permits which may be required: Building, Utility. and Fire Permits Requested Studles: Wetland Study and Geolechnlcal Report Location wham application may be revlswed: PlanningJBulldinglPublic Works Department, Development Services Divlalon, Stroh Floor Renton City Hall, 1055 South Grady Way, Renton, WA 98057 PUBLIC HEARING: NIA CONSISTENCY OVERVIEW: Zoning)Land Use: The subject site is designated Residential Low Density (RLDI on the City of Remon Comprehensive Lane Use Map and Residential .4 (R-0) on ire Cove Zoning Map Environmental Documents that Evaluate the Proposed Project: Environmental (Si Checkiist, Geotechnical Repots, Wetland Study Development Regulations Used For Project Mitigation: The project writ be subject to the Cay's SEPA ordnance, R-4 Gevetopmeni Regulations. Critical Area Regulators and otner app ical traces and regulations as apprapnala. Proposed Mitigation Measures: The following Mitigation Measures will likely he imposed on the proposed project. These recommended Mlligabon Measures address project Impacts not covered by existing codes and regulations as cited above. • The applicant Well be required to pay the appropriate Transibodafion Miligalion Fee. • The applicant w3I be 1"uned to pay the appropriate Fire MAVatidn Fee. CommonU on the above application must be submitted In writing to Andrea Petzal Associate Planner, Development Services Division, 1055 South Grady Way, Renton, WA 98057, by 5:00 PM on November 4, 2007. If you have questions about this proposal, or wish to be made a parry of record end receive additional nobticetian try mail, comae! the Project Manager. Anyone who submits writen comments wig automatically become a party of record and will be notified of any decision an this project. CONTACT PERSON: Andrea Prol 1, Associate Planner; Tel: (425) 430.7270: Ell apetzall&i.ronton.wa.ua PLEASE INCLUDE THE PROJECT NUMBER WHEN CALLING FOR PROPER FILE IDENTIFICATION If you would like to be made a party of record to receive further information an this proposed project, complete this form and return f0: City of Ramon, Development Planning, 1055 So_ Grady Way, Renton, WA 98057. Nama le No.: Rogers 3-Lat 5hon PlallLUA07-112, SHPL-A, V-A, V-A, V-A, ECF NAME: MAILING A1710141 TELEPHONE NO.: CERTIFICATION hereby certify that were posted by me in conspicuous places or near DATE: Z�e�+ C��- SIGNED copies of the above document ;tom -described property on n 1 ! &IS ATTEST: Subscribed and sworn before me, a Notary Public, in and for the State of Washington residing in; y Oil on the a �� day of NO ARY PiJBL[C SIGNA CITY OF RENTON CURRENT PLANNING DIVISION AFFIDAVIT OF SERVICE BY MAILING On the 23rd day of October, 2007, 1 deposited in the mails of the United States, a sealed envelope containing Acceptance Letter, NOA, Environmental Checklist, & PMT's documents. This information was sent to: Name Representing Agencies See Attached Daniel Bretzke Contact/Applicant Larry Rogers Owner Surrounding Property Owners See Attached (Signature of Sender): STATE OF WASHINGTON ) SS COUNTY OF KING ) I certify that I know or have satisfactory evidence that Stacy Tucker signed this instrument and acknowledged it to be his/her/their free and voluntary act for the uses and purposes mentianed in the instrument.--%�""` Dated: io -a`t -o "1 Notary (Print): My appointment expires: Project Name: Rogers 3-Lot Short Plat Project Number: LUA07-112, SHPL-A, V-A, ECF template - affidavit of service by mailing AGENCY (DOE) LETTER MAILING (ERC DETERMINATIONS) Dept. of Ecology * WDFW - Stewart Reinbold * Muckleshoot Indian Tribe Fisheries Dept. Environmental Review Section c/o Department of Ecology Attn: Karen Walter or SEPA Reviewer PO Box 47703 3190 160`r' Ave SE 39015 —172"d Avenue SE Olympia, WA 98504-7703 Bellevue, WA 98008 Auburn, WA 98092 WSDOT Northwest Region * Duwamish Tribal Office * Muckleshoot Cultural Resources Program Attn: Ramin Pazooki 4717 W Marginal Way SW Attn: Ms Melissa Calvert King Area Dev. Serv., MS-240 Seattle, WA 98106-1514 39015 172"d Avenue SE PO Box 330310 Auburn, WA 98092-9763 Seattle, WA 98133-9710 US Army Corp. of Engineers ` KC Wastewater Treatment Division * Office of Archaeology & Historic Seattle District Office Environmental Planning Supervisor Preservation* Attn: SEPA Reviewer Ms. Shirley Marroquin Attn: Stephanie Kramer PO Box C-3755 201 S. Jackson ST, MS KSC-NR-050 PO Box 48343 Seattle, WA 98124 Seattle, WA 98104-3855 Olympia, WA 98504-8343 Boyd Powers * Depart. of Natural Resources PO Box 47015 Olympia, WA 98504-7015 KC Dev. & Environmental Serv. City of Newcastle City of Kent Attn: SEPA Section Attn: Mr. Micheal E. Nicholson Attn: Mr. Fred Satterstrom, AICP 900 Oakesdale Ave. SW Director of Community Development Acting Community Dev. Director Renton, WA 98055-1219 13020 SE 72"d Place 220 Fourth Avenue South Newcastle, WA 98059 Kent, WA 98032-5895 Metro Transit Puget Sound Energy City of Tukwila Senior Environmental Planner Municipal Liason Manager Steve Lancaster, Responsible Official Gary Kriedt Joe Jainga 6300 Southcenter Blvd, 201 South Jackson Street KSC-TR-0431 PO Box 90868, MS: XRD-01 W Tukwila, WA 98188 Seattle, WA 98104-3856 Bellevue, WA 98009-0868 Seattle Public Utilities State Department of Ecology Real Estate Services NW Regional Office Title Examiner 3190 1601h Avenue SE 700 Fifth Avenue, Suite 4900 Bellevue, WA 98008-5452 PO Box 34018 Seattle, WA 98124-4018 Note: If the Notice of Application states that it is an "Optional DNS", the marked agencies and cities will need to be sent a copy of the checklist, PMT's, and the notice of application. * template - affidavit of service by mailing 07-112 ld 2,3107 102305936605 102305935904 ATCHISON SEAN P+NICOLLE L BRETZKE DANIEL P+FUMILO K 5526 NE 10TH ST 1313 33RD AVE S RENTON WA 98059 SEATTLE WA 98144 102305939005 102305935201 CAM WESTEAST RENTON LLC CERMAK MARJORIE+ADRIAN ATTN ERIC CAMPBELL 965 NILE AVE NE 9720 NE 120TH PL #100 RENTON WA 98059 KIRKLAND WA 98034 063810018901 102305937009 HSU ROGER TING+LILY P HULL JOHN R 752 BREMERTON PL NE 5514 NE LOTH ST RENTON WA 98059 RENTON WA 98059 063810019206 102305935409 LAWLER CONSTRUCTION LLC MCCLEASE CHRIS E+GWENNA 25015 SE 200TH ST 11625 148TH AVE SE MAPLE VALLEY WA 98038 RENTON WA 98059 102305934709 102305935300 PREIMSBERG TODD R+LORI A RAYMOND TIMOTHY D+RAYMOND 5615 NE LOTH ST KIMBERLY J RENTON WA 98059 11615 148TH AVE SE RENTON WA 98059 102305935706 102305915609 ROGERS LARRY W STATLER DONA & SAM 14701 SE 116TH ST 1013 NILE AVE NE RENTON WA 98059 RENTON WA 98059 102305915708 102305945101 VELASQUEZ VALENTINO A WARNES SUELLEN 11433 148TH AVE SE 14620 SE 116TH ST RENTON WA 98059 RENTON WA 98059 064220002006 WIEHOFF ALVERNA 3 1612 KENNEWICK AVE NE RENTON WA 98056 064220001008 BROOKS CHRIS & LISA 11524 148TH AVE SE RENTON WA 98059 102305915401 HERR ROBERT + KAREN 3840 E MASON LAKE RD SHELTON WA 98584 063810019305 LAM THU TRUNG+SU DENH L 14802 SE 117TH ST RENTON WA 98059 102305915302 O'HARA THOMAS P+VANEVA A 11441 148TH AVE SE RENTON WA 98059 102305918801 REED DAVID NORMAN+BARBARA A 174 NILE PL NE RENTON WA 98059 063810018000 THOROUGHBRED RANCH LLC P O BOX 146 RENTON WA 98055 102305934303 WEIRICH DAVID A+MARY V 14610 116TH ST SE RENTON WA 98059 4�Y o� CITY "OF RENTON f ♦. Planning/Building/PublicWocks Department ■ �' KathyKeolkcr, Mayor' Gregg: Zimmerman P:E., Administrator V.. October 23, 2007 Daniel Bretzke 1313 33`d Avenue-S Seattle, WA 98144 Subject: Rogers 3-Lot Short Plot LUA07-112, SHPL-A, V-A,. V.-A, V-A, ECF Dear Mr. Bretzke: The. Devetop ment,Planning Section,of the'City'of Renton has determined that th`e subject; application is complete accordingr to .submittal requirements'and, therefore,, is accepted 'for review. Prior to scheduling a review:before;the Eht ironmental Review Committee, you will be notified if any'additional' iriformattfln.'is required to continue processing your' application.. ; If additional information is -required," y u- 6,Pr`ojact will, be: placed; on- hold after the erid:of the,'comment period. -Pl'ease contact me at (425) 430=7270 if.you have any.questions: Sincerely, Andrea Petzel Associate •Planner cc: Larry. Rogers f0wner. ; 1055 South, Grady Way -Renton, Washington 9.8057 R. E " Lr •1 � Q •.lr AHEAD 0'F-THF, CURVP - Thlapapercantains50%re�ycledmateria1,30%post ceinsumer r , �tSY o CITY -OF RENTON 1 C�D + Planning/Buildin&ublicWorks Department �u v Kathy Keolker, Mayor Gregg Zimmerman P,E., Administrator October 23, 2007 �y,11�'•' i o, R, P 03 Mr. Craig Christensen Executive Director — Operations Issaquah School District No. 411 565 NW Holly Issaquah, WA 98027-2899 Subject: Rogers 3-Lot Short Plat LUA-07-112, SHPL-A, V-A, V-A, V-A, ECF The City of Renton Development Services Division has received an application fora 3-lot single-family subdivision located at 5603 NE 10'h Street. Please see the enclosed Notice of Application for further details. In order to process this application, the Development Services Division 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 teturn this letter to my attention, Development Services Division, City of Renton, 1055 South'Grady Way, Renton, Washington 98057 byNovember 6, 2007. Elementary School: Middle School: High School: Will the schools you have indicate a able to handle the impact of the -additional students estimated to ' come from the proposed development? Yes No , Any Commits: Thank you for providing this important information. If you have any questions regarding this project, please contact me at (425) 430-7270. Sincerely, Andrea Petzel — �z•-� Associate Planner 7 J�7 . Enclosure 1055 South'Grady Way - Renton, Washington 98057 1 E .lr ''1 lr .. AHEAD OF THIi CURVE ® This paper contains 50%reeyded matedaf, 3b*A post emsumer Printed: 10-22-2007 CITY OF RENTON 1055 S. Grady Way Renton, WA 98055 Land Use Actions RECEIPT Permit#: LUA07-112 Payment Made: 10/22/2007 01:22 PM Total Payment: 100.00 Current Payment Made to the Following Items: Receipt Number: R0705664 Payee: DANIEL& FUMIKO BRETZKE Trans Account Code Description Amount ------------------------------------------------------ ---------------- 5022 000.345.81.00.0019 Variance Fees 100.00 Payments made for this receipt Trans Method Description Amount ---------- -------- --------------------------- --------------- Payment Check #4002 100.00 Account Balances Trans Account Code Description 3021 303.000.00.345.85 Park Mitigation Fee 5006 000.345.81.00.0002 Annexation Fees 5007 000.345.B1.00.0003 Appeals/Waivers 5008 000.345.81.00.0004 Binding Site/Short Plat 5009 000.345,81.00.0006 Conditional Use Fees 5010 000.345.81.00,0007 Environmental Review 5011 000.345.81.00.0008 Prelim/Tentative Plat 5012 000.345.81.00.0009 Final Plat 5013 000.345.81.00.0010 PUD 5014 000,345.81.00.0011 Grading & Filling Fees 5015 000.345.81.00.0012 Lot Line Adjustment 5016 000.345.81.00.0013 Mobile Home Parks 5017 000.345.81.00.0014 Rezone 5018 000.345.BI.00.0015 Routine Vegetation Mgmt 5019 000.345.81.00.0016 Shoreline Subst Dev 5020 000.345.81.00.0017 Site Plan Approval 5021 000.345.81.00.001E Temp Use, Hobbyk, Fence 5022 000,345.81.00.0019 Variance Fees 5024 000.345,81,00.0024 Conditional Approval Fee 5036 000.345.81,00,0005 Comprehensive Plan Amend 5909 000.341.60.00.0024 Booklets/EIS/Copies 5941 000.341.50.00.0000 Maps (Taxable) 5954 650.237.00.00.0000 Special Deposits 5955 000,05.519.90.42.1 Postage 5998 000.231.70.00.0000 Tax Remaining Balance Due: $0.00 Balance Due .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .'CITY- 7F RENTON ♦ Iir + Planning/BuildingTublicWorks Department =■ 1 • �� O.� Kathy,Keolker, Mayor - Gregg Zimmerman P.E., Administrator . October .15, 2007 Daniel Bretzke 1313 33"d Avenue South Seattle, WA'98144 .`. Subject:.Rogers Short Plat. Notice of Incomplete- Application City of Retiton File LUA 07-11Z 3 Dear Mr-. Bretzke: After reviewing the materials .subtrtitted for_the Rogers Short `Plat- application, staff has determined that the,application is incomplete according. to, the City's submittal requirements. In order to cbmplete your application yo'u a're required to pay the',subriiittal fee for:two,additiorial varianees of $10.0'.00.($50 00 each), Your payment at:the,time. of submittal was $1.550 00, Which covered'.il e' cost o short`prat°:application, environrriental reviewi and one variance. th The -payment can be made -at -the front counter of'the,Developmerit- Services •Division, 6.- tloor of Renton City,.Hall.-,If.you have any -questions plcase,feel free.to contact tne_at . -(425). 430-7270: `Sincerely; :. . Andrea Petzel Associate,Planrier, cc: City.of Renton. File LUA 07-112 Larry Rogers, Owner . JOSS South Grady Way --Renton; Washington 98057 R .E N T ON AHEAD OF THE CURVE- " ® .This paper contains 50%Fecycled material, 3096 post consumer -i--1-AAcy1— Im. City of Renton �Wa, LAND USE PERMIT°` SEp 1�TA1 MASTER APPLICATION PROPERTY OWNER(S) NAME: Larry Rogers ADDRESS: 5603 NE 101" St CITY: Renton ZIP: 98059 TELEPHONE NUMBER: 206 271 2169 APPLICANT (if other than owner) NAME: Daniel Bretzke COMPANY (if applicable): ADDRESS: 1313 33`d Ave S CITY: Seattle ZIP: 98144 TELEPHONE NUMBER 206 310 2190 CONTACT PERSON NAME: Daniel Bretzke COMPANY (if applicable): ADDRESS: 1313 33`d Ave S CITY: Seattle ZIP: 98144 TELEPHONE NUMBER AND E-MAIL ADDRESS: 206 310 2190 danieibretzke@gmail.com PROJECT INFORMATION PROJECT OR DEVELOPMENT NAME: Rogers three lot short plat PROJECTIADDRESS(S)/LOCATION AND ZIP CODE:\ 5603 NE 101' Street, Renton WA , 98059 KING COUNTY ASSESSOR'S ACCOUNT NUMBER(S): 102305 9357 EXISTING LAND USE(S): Single family residential PROPOSED LAND USES): Single Family Residential EXISTING COMPREHENSIVE PLAN MAP DESIGNATION: Residential Low Density PROPOSED COMPREHENSIVE PLAN MAP DESIGNATION (if applicable): na EXISTING ZONING: R4 PROPOSED ZONING (if applicable): R4 SITE AREA (in square feet): 36,901 SQUARE FOOTAGE OF PUBLIC ROADWAYS TO BE DEDICATED: none SQUARE FOOTAGE OF PRIVATE ACCESS EASEMENTS: 4,107 PROPOSED RESIDENTIAL DENSITY IN UNITS PER NET ACRE (if applicable): 3.94 NUMBER OF PROPOSED LOTS (if applicable): 3 Q:web/pw/devserv/farmslplanning/masterapp.doc 05/17ro7 P. EJECT INFORMA NUMBER OF NEW DWELLING UNITS (if applicable): 1 2 NUMBER OF EXISTING DWELLING UNITS (if applicable): 1 SQUARE FOOTAGE OF PROPOSED RESIDENTIAL BUILDINGS (if applicable): na SQUARE FOOTAGE OF EXISTING RESIDENTIAL BUILDINGS TO REMAIN (if applicable): 2480 SQUARE FOOTAGE OF PROPOSED NON-RESIDENTIAL BUILDINGS (if applicable): 0 SQUARE FOOTAGE OF EXISTING NON-RESIDENTIAL BUILDINGS TO REMAIN (if applicable): 0 NET FLOOR AREA OF NON-RESIDENTIAL BUILDINGS (if applicable): NUMBER OF EMPLOYEES TO BE EMPLOYED BY THE NEW PROJECT (if applicable): na TION tcont.- jed PROJECT VALUE: $20,000 IS THE SITE LOCATED IN ANY TYPE OF ENVIRONMENTALLY CRITICAL AREA, PLEASE INCLUDE SQUARE FOOTAGE (if applicable): ❑ AQUIFER PROTECTION AREA ONE ❑ AQUIFER PROTECTION AREA TWO ❑ FLOOD HAZARD AREA sq. ft. ❑ GEOLOGIC HAZARD (Erosion) sq. ft. ❑ HABITAT CONSERVATION sq. ft. ❑ SHORELINE STREAMS AND LAKES sq. ft. ❑ WETLANDS )9( 3. LEGAL DESCRIPTION OF PROPERTY ription on separate sheet with the foliowinta information Inc] SITUATE IN THE `t`t _ QUARTER OF SECTION _10_, TOWNSHIP —23—, RANGE_5—, IN THE CITY OF RENTON, KING COUNTY, WASHINGTON. TYPE OF APPLICATION & FEES List all land use applications being applied for: 1. _Short Plat J (. Staff will calculate applicable fees and postage 2. 3. I AFFIDAVIT OF OWNERSHIP I I, (Print Namels) r^°'rr tnJ lie e , declare that I am (please check one)' the current owner of the property involved in this applicatio or the authorized representative to act for a corporation (please attach prof of uthorization) and that the foregoing statements and answers herein contained and the information herewith are in all respects true and correct to the best of may knowledge ar/�Jbelie_f, I certify that I know or have satisfactory evidence that !.-fiirl'��1 /C,AT—res. signed this instrument and acknowledged it to be hislherRheir free and voluntary act for the uses and purposes mentioned in the instrument. (Signat of Owner/Representative) (Signature of Owner/Representativa) Notary Public in and for the State of Washington '�DA,�` �d'rrr►# T 0*ttAIS V/Q'y.,(�?yit 01 GQ �fi f lC �4 0.o •• 9 08 • .' _' Notary (Print) ^�I N�/'X (/� i���%*%���``• My appointment expires: //'4 alb d Q:web/pw/dcvserv/forms/planniFtg/masterapp.doc 2 07/11/06 Form No, 14 Subdivision Guarantee (4-14-75) Exhibit "A" Real property in the County of King, State of Washington, described as follows; Guarantee No.: 4209-1051375 Page No.: 7 PARCEL A: LOT D OF CITY OF RENTON LOT LINE ADJUSTMENT NO. LUA-06-088-LLA-30-0318 AS RECORDED FEBRUARY 22, 2007 UNDER RECORDING NO. 20070222900002, RECORDS OF KING COUNTY, WASHINGTON. PARCEL B: AN EASEMENT FOR INGRESS AND EGRESS AS CREATED UNDER RECORDING NOS. 20070305000718 20070313001270. Tax Parcel Number: 102305935706 FirstAmerican Tde w 17£VELOPMENT PLANNING CITY OF RENTON SEP 2 7 2007 CITY OF RENTON RECEIVED Planning/Building/Public Works MEMORANDUM Date: January 5,, 2006 To: Pre -Application File No. 05-168 From: Valerie Kinast, (425) 430-7270 Subject: South Hill Lane Short Plat General: We have completed a preliminary review of the pre -application for the above -referenced development proposal. The following comments on development and permitting issues are based on the pre -application submittals made to the City of Renton by the applicant and the codes in effect on the date of review. The applicant is cautioned that information contained in this summary may be subject to modification and/or concurrence by official decision -makers (e.g., Hearing Examiner, Zoning Administrator, and City Council). Review comments may 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 Hail or the City website at www.ei.renton.wa.us. Project Proposal: The subject property is located at 5603 NE 10`h St.. The proposal is to subdivide one existing parcel with a total of 142,688 square feet (0.98 acres) into three lots. The site is currently developed with one house (1,510 sq. ft.) and a detached garage (864 sq. ft.), which are proposed to remain, and a barn (864 sq. ft.), which is proposed to be demolished. Access to the three lots is proposed via a new access easement from NE I& St. The access easement would be located primarily on proposed Lot 3, the lot abutting NE I Oh St and partially on Lots 1 and 2. A portion of the easement is also proposed to be located on the neighboring lot to the east. The site contains protected slopes, having a slope over 40%. Consistency with the Comprehensive Plan: The existing development is located within the Residential Low Density (RLD) Comprehensive Plan Land Use designation. The following proposed policies are applicable to the proposal as guidelines for design of proposed site: Residential Low Density Policies Objective LU-DD. Provide for a range of lifestyles and appropriate uses adjacent to and compatible with urban development in areas of the City and Potential Annexation Area constrained by extensive natural features, providing urban separators and/or providing a transition to Rural Designations within King County. Policy LU-143. Within the Residential 4 du/acre zoned area allow a maximum density of 4 units per net acre to encourage larger lot development and increase the supply of upper income housing consistent with the City's Housing Element. Policy LU-144. Ensure quality development by supporting site plans and plats that incorporate quality building and landscaping standards. South Hill Lane Short Plat c-Application Meeting January 5, 2406 Page 2 of 5 Policy LU-145. Interpret development standards to support projects with higher quality housing by requiring: 1) A variety of compatible housing styles making up block fronts; 2) Additional architectural features such as pitched roofs, roof overhangs, and/or decorative cornices, fenestration and trim; and 3) Building modulation and use of durable exterior materials such as wood, masonry, stucco, or brick. Design and Improvement Standards for Residential Areas Policy LU-$U. Land should be arranged in blocks divided into lots with all lots required to front on a public street or a park. Community Design Element Objective CD-C. Promote re -investment in and upgrade of existing neighborhoods through redevelopment ofsmall, underutilized parcels, modification and alteration of older housing stock, and improvements to streets and .sidewalks to increase property values. Objective CD-D. New neighborhood development patterns should be consistent with Renton's established neighborhoods and have an interconnected road network. Policy CD-12. Infill development, defined as new short plats of nine or fewer lots, should be encouraged in order to add variety, updated housing stock, and new vitality to neighborhoods. Policy CD-13. 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. Policy CD-14. Architecture of new structures in established areas should be visually compatible with other structures on the site and with adjacent development. Visual compatibility should be evaluated using the following criteria: a. Where there are differences in height (e.g., new two-story development adjacent to single -story structures), the architecture of the new structure should include details and elements of design such as window treatment, roof type, entries, or porches that reduce the visual mass of the structure. b. Garages, whether attached or detached, should be constructed using the same pattern of development established in the vicinity. Structures should have entries, windows, and doors located to maintain privacy in neighboring yards and buildings. Policy CD-17. Development should be designed (e.g, building orientation, setbacks, landscape areas and open space, parking, and outdoor activity areas) to result in a high quality development as a primary goal, rather than to maximize density as a first consideration. Objective CD-K. Site plans for new development projects for all uses, including residential subdivisions, should include landscape plans. 05-168 South Hill Lane SHPL (R4, 3-lot, slopes).docl South Hill Lane Short Pla January 5, 2006 Pre -Application Meeting Page 3 of 5 Zoning/Density Requirements: The subject property is located within the Residential - 4 dwelling units per acre (R4) zoning designation. The maximum density permitted in the zone is 4.0 dwelling units per net acre. Only one dwelling unit is permitted per lot (RMC 4-2-060). The method of calculating net density is as follows: A calculation of the number of housing units and/or lots that would be allowed on a property after critical areas and public rights -of -way and legally recorded private access easements are subtracted from the gross area (gross acres minus streets and critical areas multiplied by allowable housing units per acre). Required critical area buffers and public and private alleys shall not be subtracted from gross acres for the purpose of net density calculations. The applicant did not provide a density worksheet or adequate information for staff to determine the overall net density of the development. The extent of the steep slopes on site would need to be determined, in order to ascertain the square footage of area to be subtracted as critical areas from the lot area. The area of the access easement would need to be determined as well, before an exact density calculation could be carried out. It appears, by estimation, that the density would not exceed the 4 dwelling unit per acre limit. The square footage of access easements, critical areas, right-of-way dedication etc. must be provided at the time of formal land use application. A completed density worksheet is required at submittal time. Development Standards: The R4 zone permits one residential unit per lot. Detached accessory structures are permitted at a maximum number of two per lot at 720 square feet each, or one per lot at 1,000 square feet in size. In response to the question by the applicant, townhomes would not be possible at this location. Minimum Lot Size, Width and Depth — The minimum lot size permitted in the R-4 zone is 8,000 sq. ft., A minimum lot width of 70 feet for interior lots and 80 feet for corner lots, as we]I as a minimum lot depth of 80 feet, is required. This proposal appears to meet the lot size and dimension requirements of the R4 zone. Upon formal submittal please include the lot area for Lot 3. For each lot, please show the lot size including the access easement area and also without the access easement area. Building Standards — The R4 zone allows lots over 5,000 sq. ft. a maximum building coverage of 35% of the lot area or 2,500 sq. ft., whichever is greater. Maximum building coverage includes primary and accessory buildings. Building height is restricted to 30 ft. and 2-stories for a standard roof and 35 ft. for roofs having a pitch greater than 3/12. Vertical fagade modulation is required at at least 20' feet horizontal intervals. Setbacks — Setbacks are the minimum distance required between the building footprint and the property line or private access easement. Setbacks are measured from the access easement line rather than property line on applicable lots. The minimum front yard setback in the R-4 is 30 ft. and the rear yard setback is 25 ft.. The side yard setbacks are a minimum of 15 feet total for both side yards, with neither side yard being less than 5 ft.. Side yard setbacks along a street or access easement must be at least 20 ft_ When platting lots, the new lot lines must not be placed in a way that brings existing buildings into non-conformance with the setback requirements. It appears the existing house would meet its setback requirements. The garage at the front of the site would not meet its front yard setback of 301, or its minimum setback of 20 ft. from an access easement. The garage would either need to be removed before short plat recording, or variances from the setback regulations would need to be 05-168 South Hill lane SIfPI. (R4, 3-lot, slopes).docl South Hill Lane Short Plat re -Application Meeting January 5, 2006 Page 4 of 5 attained. If the applicant chooses to apply for a variance, this should be done at the time of application for the short plat. Access / Parking: Access to the site is proposed via an access easement from NE 10" St. The applicant would be required to widen the paving of NE 101" St. and install curbs, gutters and sidewalks in order to bring the street up to City of Renton development standards. (Please see street improvement comments from Arneta Henninger.) The applicant is proposing a 20 ft. wide access easement. Private access easements having a minimum width of 20 ft. may be provided to access up to two lots not abutting a right-of-way. The proposed access easement would need to be extended onto Lots 1 and 2 enough to ensure that the owners have adequate access to each lot. Proof that the portion of the private access easement on the neighboring lot has been recorded would need to be submitted at the time of short plat submittal. In response to the applicant's questions about the process for creating an access easement, staff recommends consulting the land surveyor who prepares the short plat, or another land -use professional, to have the access easement documents drawn up and recorded. Addresses of lots along private streets/driveways are to be visible from the public street by provision of a sign stating all house numbers and are to be located at the intersection of the private street and the public street. The maximum driveway slopes cannot exceed fifteen percent (15%), provided that driveways exceeding eight percent (8%) are to provide slotted drains at the lower end of the driveway. 1f the grade exceeds 15%, a variance from the Planning/Building/Public Works Administrator is required. Each lot is required to accommodate off street parking for a minimum of two vehicles Landscaping and Open Space: For plats abutting non -arterial public streets, the minimum off -site landscaping is a five (5 ft.) wide irrigated or drought resistant landscape strip. if there is additional undeveloped right-of-way in excess of 5 ft., this also must be landscaped. For plats abutting principal, minor or collector arterials, the width increases to 10 ft. unless otherwise determined by the reviewing official during the subdivision process. Trees are required on all lots of new subdivisions. At least two (2) trees of a City approved species with a minimum caliper of 1 112 inches per tree must be planted in the front yard or planting strip of every lot prior to building occupancy. A Conceptual Landscape Plan as defined in RMC 4-8-120D must be submitted at the time of application. A Detailed Landscape Plan will be required at submittal for final plat review. Critical Areas: The site contains steep slopes and erosion hazard areas. A geotechnical study must be carried out and a report submitted at the time of formal short plat application. The geotechnical study should be completed according to the City of Renton Critical Areas Regulations, RMC 4-3-050J. There are known wetlands located in the vicinity of the proposed development. Staff recommends that a wetlands reconnaissance should be undertaken by a qualified professional on this site. If wetlands are found, a wetlands study according to the City of Renton critical areas regulations must be submitted at the time of application for short platting. Wetlands regulations have been given to the applicant at the time of the pre -application meeting. 05-168 South Hill Lane SHIP (R4, 3-lot, slopes).&& i South Hill Lane Short Plat Pre -Application Meeting January 5, 2006 Page 5 of 5 Permit Requirements: Short plats ranging from two to four lots are processed administratively within an estimated time frame of six to eight weeks for preliminary short plat approval. Environmental Review will be required, due to the presence of geologic hazards on the site, and would be carried out concurrently in the same timeframe. Due to the presence of protected slopes, a geotechnical report is required and may be subject to secondary review. The applicant will be required to install a public information sign on the property. Detailed information regarding the land use application submittal is provided in the attached handouts. Once preliminary short plat approval is received, the applicant must complete the required improvements and satisfy any conditions of the preliminary approval before the plat can be recorded. The newly created lots may be sold only after the short plat has been recorded. A copy of the short plat recording process to be completed after preliminary short plat approval is included in the packet of information given to the applicant at the pre -application meeting. Fees: The application fee is $1,000 for short plat review and $500.00 for environmental review. In addition to the land use application fees, the following mitigation fees would be required prior to the recording of the plat. Credit will be given for existing home, so the charge would be for two new lots. A Transportation Mitigation Fee based on $75.00 per each new average daily trip attributable to the project; A Fire Mitigation Fee based on $488.00 per new single-family residence. Construction permits would be required for street and utilities construction in the right -or -way. Building permit fees would be charged prior to construction of the homes. A handout listing all of the City's Development related fees is attached for your review. Additional Comments: In advance of submitting the full application package, applicants are strongly encouraged to bring in one copy of each application material for a pre-screening to the customer service counter to help ensure that the application is complete prior to making all copies. Expiration: Upon preliminary short plat approval, the preliminary short plat approval is valid for two years with a possible one year extension, if requested by the applicant from the Hearing Examiner, prior to expiration. cc: Jennifer Henning 05-168 South till Lane SHPL (R-4, 3-lot, sioM).doc1 FIRE DEPARTMENT M E M O R A N D U M DATE: December 21, 2005 TO: Valerie Kinast, Associate Planner FROM: James Gray, Assistant Fire Marshal SUBJECT: South Hill Lane, 5603 NE 10`h St. Fire Department Comments: 1. A fire hydrant with 1000 GPM fire flow is required within 300 feet of all new single- family structures. If the building square footage exceeds 3600 square feet in area, the minimum fire flow increases to 1500 GPM and requires two hydrants within 300 feet of the structure. 2. A fire mitigation fee of $488.00 is required for all new single-family structures. 3. Fire department access roadways require a minimum 20-foot wide paved roadway. Fire department turnarounds are required for roads over 150 feet in length. The turnaround shall meet the minimum dimensions shown on the attached diagram. 4. All building addresses shall be visible from a public street. Please feel free to contact me if you have any questions. iAshil llanesp.doc -.RAN FIRE APPARATUS ACCESS ROADS RENTON FIRE PREVENTION BUREAU x yzS'--ySO-7000 W CITY OF RENTON MEMORANDUM DATE: January 4, 2006 TO: Valerie Kinast -FROM: Ameta Henninger X7298 SUBJECT: SOUTH HILL LANE SHORT PLAT PREAPPLICATION 05-168 5603 NE 10TH ST (WEST OF NILE AVE NE) 3 SINGLE FAMILY LOTS i NOTE ON PRELIMINARY REVIEW COMMENTS CONTAINED IN THIS REPORT: The following comments on development and permitting issues are based on the pre - application submittals made to the City of Renton by the applicant. 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, Boards of Adjustment, Board of Public Works and City Council). Review comments may also need to be revised based on site planning and other design changes required by the City or made by the applicant. I have reviewed the preapplication for this 3 lot plat located in Section 10-23-5 and have the.following comments: SEWER: This project is not located in the Aquifer Protection Zone. • There is an existing 8' concrete sanitary sewer main in NE 10th St. See City of Renton drawing SO155 for details. • The applicant is responsible for providing sanitary sewer to serve the 3 lots. The developer will be required to provide a feasibility study. , • Individual side sewers are required, dual sidesewers are not allowed. • This project is located within the Honey Creek Special Assessment District (SAD 8611). This fee is $250 per unit and is collected as part of the construction permit. • System Development Charges of $1017 per lot are required. The Development Charges are collected as part of the construction permit and prior to recording the short plat. WATER: S • This project is not located in the City of Renton water service area. F sotAh Hill Lane Short Plat Preapt.. ..ion Page 2 The project shall submit a Certificate c confirm that the District can provide the required. Water Availability from Water District 90 to required fire flow rate for the development as Watermain improvement plans shall be designed to City of Renton standards. The plans, even though it is in Water District 90, need to also be submitted to the City of Renton for review. All plats are required by City code to provide a fire hydrant with a minimum fire flow requirement of 1,000 GPM within 300 feet of any proposed single-family structure. This distance is measured along a travel route. Per the City of Renton Fire Marshal, if the proposed single-family structures ex ed 3,600 square feet, the minimum fire flow Increases to 1,500 GPM and requires two hydrants within 300 feet of the structure. Additional fire hydran required as a part of this project to meet this criterion. The fire hydrants must eet II current City of Renton standards. STORM DRAINAGE: This project site is in the Honey Creels drainage basin. A conceptual drainage plan and drainage report shall be submitted with the preliminary short plat application for this project. The conceptual drainage plan is to include detention and water quality treatment for the fully built out short plat, including future houses, driveways and roadway improvements. The runoff from the new houses must be tight lined into the storm drainage system constructed for the preliminary short plat. The drainage plan is to be first Aesigned per the 1990 King County Surface Water Drainage Manual to determine if detention is required. If detention is required then it shall be designed per the 2005 King County Surface Water Drainage Manual. This is a condition of the short plat. There are no storm drainage facilities in NE 10th St fronting the site being developed. • The Surface Water System Development Charges of $759 per lot applies to the proposed project. The Development Charges are collected as part of the construction permit. STREET IMPR VEMENTS: • Projects that are 2 to 4 residential lots in size are required to provide half pavement width per standard with curb, gutter and a 5 foot sidewalk on the project size of NE 10th St. • Projects that are 2 to 4 residential lots in size are not required to install street lighting. • NE 110th St is currently a 60 foot public right-of-way so this project will not be required to dedicate additional street right-of-way. • Per City of Renton code private streets are allowed for access to six or fewer lots, provided at least two of the six lots abut a public right-of-way. • Private streets shall consist of a minimum of a twenty-six foot easement with a twenty - foot pavement width. The private street shall provide a turnaround meeting the minimum requirements per the Fire Marshal. t� l I'll Lane Short Flat rreapPuL;duu'I f'• �.- t ge 3 All new electrical, phone and cable services to the plat must be undergrounty o a City o Construction of these franchise utilities must be inspected and approved by f Renton public works inspector prior to recording of the plat. The Traffic Mitigation Fee of approximately $750 per new lot shall be paid prior to issuance of the construction permit. GENERAL' • All required utility, drainage and street improaeaftintsstandards by a licensed Civil will require separate plan submittals prepared according to City of Renton 9 Engineer. . minimum of two horizontal and vertical control per the City's All plans shall be tied to a current horizontal and vertical control network. Additional information regarding detailed plan review will be provided at the time of formal application. r these improvements. The Permit application must include an itemized �sment iestims 5% te oof the first $100,000 of the fee for review and inspection of these improvement $100,000 but less than $200,000, estimated construction costs; 4% of anything id n application for and 3% of anything over $200, its, nd thlf e remainder must whent he permits are issued. building .and construction permits. a expenses. See Drafting There may be additional fees for water service related Standards. souTHHiLU.ANESHPLPA DENSITY SEP 2 � �pOZ 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. _36,901 2. Deductions: Certain areas are excluded from density calculations. These include: Public streets** Private access easements** Critical Areas* Total excluded area: 3. Subtract line 2 from line 9 for net area 4. Divide line 3 by 43,560 for net acreage 5. Number of dwelling units or lots planned: 6. Divide line 5 by line 4 for net density: square feet 4,107 square feet square feet square feet 2.—4.107_ _ square feet 3. 32,974� square feet 4. .76 5. 3 acres units/lots 6. —3.94_ = 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 deductedlexcluded. ** Alleys (public or private) do not have to be excluded. CABre1zk6552IDE3NSITYrogers,doc Last updatcd: 05/172007 1 Daniel Bretzke, AICP 1313 33rd Ave South Seattle, WA 98144 May 20 2007 City of Renton, Development Services Division 1055 South Grady Way Renton, WA 98055 Project Narrative Project Name: Rogers— Short Plat Address: 5521 NE W' St, Formerly Parcel numbers 102305935, DEVELOPMENT PLANNING CITY OF RENTON SEP z 7 2007 RECEIVE[ This three lot short plat is dividing Larry Roger's property located at 5603 NE 10 h St. Daniel and Fumiko Bretzke are the owners of the adjacent property who are proposing a 4 lot short plat. Frontage and utility improvements will be constructed in cooperation between Bretzke and Rogers, separate owners of adjacent properties. A joint use private road easement has been recorded to allow joint access to the proposed new lots. The adjacent property contains a wetland, and associated buffers. A wetland delineation and report is being submitted with this application. The wetland delineation and report was reviewed by the City of Renton with the lot line application, and a wetland buffer line was recorded on the face of the recorded lot line adjustment. This information is being submitted with this short plat. The size of the lot is 36,901 square feet. This proposal will required a land use action for the short subdivision, SEPA determination, and permits will be obtained for a sewer main extension and a right of use permit for right of way improvements. The current zoning of site is residential four units per acre, with city designation of'`R4". The zoning of adjacent properties is also R4. The current land use of site is single family residential, and the proposed use is single family residential. The soils conditions are mostly glacial till and a geotechnical report was prepared by a geo technical engineer, This report is being submitted with this application. The on -site drainage sheet flows to the wetland. There is limited off site flow on to the property. A preliminary drainage plan and report is being submitted with this application. This three lot short plat proposes lots ranging from 11,671 to 12,326 square feet. Access to two of the lots will be from a private joint use road, and two of the lots will gain direct access to NE 10`h St. The proposal will install curb gutter an sidewalk along the entire frontage of the this development. Total estimated construction cost is $30,000. It is estimated by the engineer that a total 1,800 cubic yards of dirt is proposed to be moved on site for the construction of the required frontage improvements and the construction of the joint use road. No import or export of material will occur, with all cut an fills being balanced on site. A small rockery will be constructed along the joint access road. Only three trees located in the right of way, in the area or required frontage improvements, will be removed as a part of this project. Sincerely I y Daniel Bretzke r COY DEVELOPMEW OF NTON LNG Justification for Variance for Side and Front Yard Set backs SEP 112007 RiEcLlVED The proposed short plat for Larry Rogers at 5603 NE I & Street requests that three variances for set backs be approved in conjunction with the short plat application. The basis for the this variance request is, that the property owner will suffer undue hardship from application of the zoning setbacks and that special circum stances applicable to the property, and that allowing does not grant special privileges enjoyed by other property owners in the identical classification. Variance for Set Back to Private Street of one and a Half Feet. A variance request is for a side yard set back for the existing house adjacent to the private road. The private road access easement is proposed to serve two additional lots of the short plat and two new lots on the adjacent property. The existing house is located 18.6 feet from the edge of the easement. The R4 zone requires a 20" set back from a private access easement. The 1.5 Beet intrusion of the house into the side yard set back against a private road will not be noticeable as the pavement of the road will be 1.5 feet away from the edge of the easement, thus the apparent setback will be 20 feet. In addition there will be a fence and a rockery constructed, which will visually separate the house from the private road. Thus, granting of this variance will not be material detrimental to the public welfare or injurious to the property or improvements in the vicinity and zone in which subject property is situated. The vicinity was recently annexed to the City of Renton last year. Under King County zoning of R4, which is an equivalent zone, front yard setbacks against a street are 10 feet, and 5 feet to side property lines. Other houses and garages are built closer than ties existing structure. The new house to the east is located 5 feet from the side line. The house across the street to the north is located within 10 feet of the front property line. The approval shall not constitute a special privilege inconsistent with the limitation upon uses of other properties in the vicinity and zone in which the subject property is located. The applicant requests only that the existing house can remain where it is located, and upon future removal, any replacement would be required to meet setbacks in effect at the time of its removal, thus requested approval is the minimum variance that will accomplish the desired purpose DEV OPMEAFT C� OF L:W( PLANNING Variance for Set Back to Public Street of 20 feet and Side Yard Setback to Private Street for Existing Garage. RECEIVLTD A variance request is for a side yard set back for the existing garage adjacent to the private road. The private road access easement is proposed to serve two additional lots of the short plat and two new lots on the adjacent property. The existing detached garage is located 8 feet in the existing access easement. The R4 zone requires a 20' set back from a private access easement. The applicant proposed to remove 12 feet from the garage, leaving the remaining garage 4 feet away from the edge of the private access road. In addition the existing garage is located 10 feet away from the public street of NE 101, Street. The 4 feet set back against a private read, will be mitigated with a fence and rockery which will visually separate the house from the private road. Additional landscaping will be placed in front of the garage adjacent to the street to visually separate the garage from the street. Thus, granting of this variance will not be material detrimental to the public welfare or injurious to the property or improvements in the vicinity and zone in which subject property is situated. The vicinity was recently annexed to the City of Renton last year. Under King County zoning of R4, which is an equivalent zone, front yard setbacks against a street are 10 feet, and 5 feet to side property lines. Other houses and garages in the neighborhood are built closer to the street than this existing structure. Other houses and garages are built closer than this existing structure. The new house to the east is located 5 feet from the side line and the house to the north across the street is located 10 feet from the street property line, thus the approval of this variance shall not constitute a special privilege inconsistent with. the limitation upon uses of other properties in the vicinity and. zone in which the subject property is located. The applicant requests that only 12 feet of the existing garage will be removed, and the remaining 20 x 20 foot garage can remain where it is located, until upon its future removal, any replacement would be required to meet setbacks in effect at the time of its removal, thus requested approval is the minimum variance that wilt accomplish the desired purpose. Lots C, of City of Renton LLA number LUA006-0$8-LLA, Recorded in King County, Washington, under recording number 200902229000002, vol 219, page 144. D VCITY OFF{ PLANNING Construction Mitigation Description SEP 2 T 20o? Bretzke and Rogers short plat Proposed Construction RECEIVED Sewer line construction. The two projects propose to construct a 8" public sewer main. This sewer line is designed to be able to serve the exiting two houses on the short plats which are both served by septic systems. The sewer line will also serve two existing lots which do not have structures on them. The sewer line is being extended to the far eastern property line, to allow future connection to three existing houses which are also currently served by septic. In pre application meetings, the sewer line must be located in a public sewer easement dedicated to City of Renton. The easement can not be located in the wetland buffer. The sewer line needs to have access manholes located so maintenance vehicles can clean the system. On basin located in a rear yard would be acceptable if access to basins on either side was available. It is the intent of the developer to apply for plan review and approval of the sewer line prior to short plat approval, in order to serve the existing lots and houses with public sanitary sewer. Private access driveway, grading, drainage and paving The project proposes to construct one joint use private driveway to serve the two rear lots of both short plats. This driveway will be 20 feet wide, located in a 26 feet wide tract. The length of the tract is 149 feet, and will include a 90' hammer head turn around. The existing garage on lot 1 of Rogers short plat will be modified to allow the construction of the driveway. Other utilities. The existing overhead power service to lot 1 of the Bretzke short plat will be placed underground, as the service encroaches on to lot 2 of the proposed Bretzkc short plat. All other utilities will be placed under ground. Public street improvements This project will install curb gutter and sidewalks across the entire frontage of the Bretzke and Rogers short plat, as well as the two lots adjusted under the Bretzke — Rogers lot line adjustment. These improvements will match the improvements installed by the plat of Wedgewood lane. This project will install additional 6 feet of paving, to bring the total pavement width from center line to 16 feet.. The storm water drainage system will be extend along the project frontage and connected to the new catch basin installed by the Plat of Wedgewood. Proposed Construction Dates Dates of work to begin will be after preliminary approval, approval of engineering drawings and after permit is issued. Work will end approximately 4 weeks after beginning. Hours of Operation. Monday through Friday 7 am to 7 pm Saturday and Sunday 8 am 5 pm Proposed hauling transport routes All hauling will be on SR900 to SE 148 h To NEIOth street. Traffic Control Plan Traffic control will conform to MUTCD for signage and lane closures. No full street closure will be needed. F OKing County DDES DEPARTMENT OF DEVELOPMENT AND ENVIRONMENTAL SERVICES 900 Oakesdale Avenue Southwest Renton, Wa 98055-1219 This certif i provides the Seattle King County Department of Public Health and the Department of Development and Environmental Services with information necessary to evaluate development proposals. King County Certificate of Water Availability Do not write In this box number name ❑ Building Permit ❑ Preliminary Plat or PUD I] Short Subdivision ❑ Rezone or other Applicant's name: Daniel Bretzke, Contact Phone 206-310-2190 Proposed use: Single Family Residence Location: 5603 NE 10ei Street, Renton, WA 98059 (Rogers Short Plat, 3 Lots) (attach map and legal description If necessary) PVC! - y OP M Nr p�4NN1NG �aN SEP 17 2007 R'Ec'ejVIED ® a. Water will be provided by service connection only to an existing aL(slze) water main that is fronting the site. OR ❑ b. Water service will require an Improvement to the water system of: ❑ (1) 150 feet of water main to reach the site; and/or S" water main for Lot 3. ❑ (2) The construction of a distribution system on the site; and/or ❑ (3) Other (describe): DE Agreement and all related Easements required. 2. IM a. The water system is in conformance with a County approved water comprehensive plan. OR ❑ b. The water system improvement is not in conformance with a County approved water comprehensive plan and will require a water comprehensive plan amendment. (This may cause a delay In Issuance of a permit or approval). 3. ® a. The proposed project Is within the corporate limits of the district, or has been granted Boundary Review Board approval for extension of service outside the district or city, or Is within the County approved service area of a private water purveyor. OR ❑ b. Annexation or Boundary Review Board (BRB) approval will be necessary to provide service. 4. ® a. Water will be avallable at the rate of Flow and duration Indicated below at no less than 20 psi measured at the nearest fire hydrant 50 feet from the property (or as marked on the attached map): Rate of flow at Peak Demand Duration ❑ less than 500 gpm (approx. gpm) ❑ less than 1 hour ❑ 500 to 999 gpm ❑ 1 hour to 2 hours M1 1000 gpm or more ® 2 hours or more ❑ now test of gpm ❑ other ❑ calculation of gpm (Note: Commercial building permits which includes multifamily structures require flow test or calculation.) OR ❑ b. Water system Is not capable of providing fire flow. 5. ® a. Water system has certificates of water right or water right claims sufficient to provide service. OR ❑ b. Water system does not currently have necessary water rights or water right claims. Comments/conditions; Fees per Lot: LFC @ $35/ft x 90 ft = $3,150 (90 foot minimum, for Lot 1), GFC @ $3,200, 3/4" Meter Drop @ $500 per lot. EEES UD2Eg M CH8HgE WIIHOUI ERIQR I certify that the above water purveyor Information Is true. This certification shall be valid for lyear from date of signature. KING COUNTY WATER DISTRICT #90 THOMAS HOFFMA RENEWAL FEES: W1 IN 1 YEAR $50.00 Agency name Jpigntoryna aAFTER 1 YEAR $125,00 DISTRICT MANAGER /IV 5/30/07 Title atur Date ZAWater Availability Certificates\Water Availability\Bretxke, Daniel, 5603 NE loth- Rogers (3 lots).doc A. SEPA ENVIRONMENTAL CHECKLIST BACKGROUND INFORMATION: 2 Name of Project: Rogers Short Plat Name of :applicant: Rogers Short Plat Mailing Address: 5603 NE 10't' St Contact Person: Daniel Bretzke Telephone: 206 310 2190 (Note that all correspondence will be mailed to the applicant listed above.) :applicant is (owner, agent, other): Agent Name of Legal Owner: Larry Rogers Telephone: 206 310 2190 N,lailing Address: 5603 NE 10" St DEVELOPMENT PLANNING CITY OF PENTON SEP 2 7 2007 RECEIVE? Lgcatio . Give general location of proposed project (street address or nearest intersection streets: section, township and range). 148"' Ave SE and SE 116" Street Legal description and_tax_iden6fication number a. Legal description _(if length.Am): Lot D of City of Renton LLIA 06 008 Ila, Recording number 20070222900002 vol 219, page 144 b. Tax identification number. 10230593(Wl' ' 7. Existing conditions: Give a general description of the property and existing improvements, size, topography, vegetation, soil, drainage, natural features, etc. (if necessary, attach a separate sheet). The site generally slopes to the south and west. There is a wetland in the western portion of the lot. There is an existing single family house and a horse barn located on the property. The site is mostly horse pasture, except for the areas located in the wetland. A portion of the existing wetland buffer has been impacted by the horse pasture. 8. Site Area: 40.00 Site Dimensions: 200 feet by 261 feet 9. rrgiect description: Give a brief, complete description of the intended use of the property or project. (Attach site plans as described in the instructions): This project intendes to divide one single family lot into three separart lots. 10. Schedule: Describe the timing or schedule (include phasing and construction dates, if possible). Construction to begin in spring months, as soon after approval is obtained. H. Future Plans: Do you have any plans for future additions, expansion or further activity related to or connected with this proposal? If yes, explain. Single family residential house permits. 12. permits: List all permits for this project from local, state, federal, or other agencies for which you have applied or will apply. Sewer main extension, right of way use permit, building permits. EVALUATION FOR SEPA Checklist AGENCY USE ONLY Page 2 13. Environmental In'ormation: List any environmental information you know about that has been prepared, or will be prepared, directly related to this proposal. Wetland deliniation report by Berger Abam consulting engineers, Geo tech report by Geo Group north west. 14. Do you know whether applications are pending for governmental approvals of other proposals directly affecting the property covered by your proposal? If yes, explain. no EVALLATION FOR AGENCY USE ONLY B. ENVIRONMENTAL ELEMENTS a. General description of the site (circle one): Flat, rolling, hilly, steep slopes, mountainous, other b. What is the steepest slope on the site (approximate percent slope)? 20% C. What general types of soils are found on the site (for example, clay, sand, gravel, peat, muck)? If you know the classification of agricultural soils, specify them and note any prime farmland. Glacial Till soils d. .ate there surface indications or history of unstable soils in the immediate vicinity? If so, describe, No e. Describe the purpose, type and approximate quantities of any filling or grading proposed. Indicate source of fill, A total of 1800 cubic yards of material will be cut and filled on site, in the grading of the private access road and prepartion of lots for future builidng sites. f Could erosion occur as a result of clearing, construction, or use? If so, generally describe, Erosion could occur, if site is left baren during winter months. Plan is to perform all grading work during dry season months. g. About what percent of the site will be covered with impervious surfaces after project construction (for example, asphalt or buildings)? 5% h. Proposed measures to reduce or control erosion, or other impacts to the earth, if any. During construction erosion control fencing will be installed. 2. Air a. What types of emissions to the air would result from the proposal (i,e., dust, automobile, odors, industrial wood smoke) during construction and when the project is completed? If any, generally describe and give approximate quantities if known. Earth moving machines will emit smoke, and may create dust during summer season construclon. b. Are there any off -site sources of emissions or odor that may affect your proposal? If so, generally describe. =1—n ".uc+ nuai Page 3 J� c. Proposed measures to reduce or control emissions or other impacts to air, if any. During dry season construction dust will be kept down by use of watering the site. 3. E;3ter a. Surface: 1) is there any surface water body on or in the immediate vicinity of the site (including year-round and seasonal streams, salt water, lakes, ponds, wetlands)? If yes, describe type and provide names. If appropriate, state what stream or river it flows into. There is wetland on the adjacnet site. The wetland is the head waters of Honey Creek. The creek is on the adjacnet property 2) Will the project require any work over, in, or adjacent to (within 200 feet) the described waters? If yes, please describe and attach available plans. Work to install dispersion trenches in the wetland buffer as well as restoratio of the buffer will require work with in 200 feet of the wetland. 3) E-stimate the amount of fill and dredge material that would he placed in or removed from surface water or wetlands and indicate the area of the site that would be affected. Indicate the source of fill material, None 4) Will the proposal require surface water withdrawals or diversions? Give general description, purpose, and approximate quantities, if known. No 5) Does the proposal he within a 100 year floodplain? If so, note location on the site p]:ui. No G) Does the proposal involve any discharges of waste materials to surface waters? If so, describe the type of waste and anticipated volume of discharge. No b, Ground: 1) Will ground water be withdrawn, or will water be discharged to ground water? Give general description, purpose, and approximate quantities, if known. No 2) Describe waste material that will be discharged into the ground from septic tanks or other sources, if any (for example: domestic sewage; industrial, containing the following chemicals...; agricultural; etc.). Describe the general size of the system, the number of such systems, the number of houses to be served (if applicable), or the number of animals or humans the system(s) are expected to serve. There are two existing on site septic systems for the existing two residences. These will be removed and will be hooked up to pubic sanitary sewer. C. Water Runoff (including storm water): 1) Describe the source of runoff (including storm water) and method of collection and disposal, if any (include quantities, if known). Where will this water flow? Will this water flow into other waters? If so, describe. The amount of water collected and dispersed by this development is less than .50 cfs . Water will be dispersed prior to entering the exisiting body of water. EVALUATION FOR AGENCY USE ONLY SEPA Checklist Page 4 2) Could waste materials enter ground or surface waters? If so, generally describe. No d. Proposed measures to reduce or control surface, ground, and runoff water impacts, if any: On site erosion control 4. Plants a. Check or circle types of vegetation found on the site: ❑ deciduous tree: alder, maple aspen, other ❑ evergreen tree: fir, cedar, pine, other ❑ shrubs ® grass ® pasture ❑ crop or grain ❑ wet soil plants: cattail, buttercup, bulrush, skunk cabbage, other ❑ water plants: water lily, eelgrass, milfoil, other ® other types of vegetation b. What kind and amount of vegetation will be removed or altered? Grass and Weeds c. I..ist threatened or endangered species known to he on or near the site. none d. Proposed landscaping, use of native plants, or other measures to preserve or enhance vegetation on the site, if any: Landscaping to be native plants 5. 611imals a. Circle any birds and animals which have been observed on or near the site or are known to he on or near the site: birds: hawk, heron, eagle, songbirds, other: mammals: deer, bear, elk, beaver, other: Fish: bass, salmon, trout, herring, shellfish, other: b. Last any threatened or endangered species known to be on or near the site. None c. Is the site part of a migration route? If so, explain. no d. Proposed measures to preserve or enhance wildlife, if any: Wetland buffer enchancetnent and fencing MMMMAN MWOM EVALUATION FOR AGENCY USE ONLY SIP:I Checklist Page 5 a, What kinds of energy (electric, natural gas, oil, wood stove, solar) will be used to meet the completed project's energy needs? Describe whether it will be used for heating, manufacturing, etc, Houses will be designed to meet green standards b. Would your project affect the potential use of solar energy by adjacent properties? If so, generally describe. no c. What kinds of energy conservation features are included in the plans of this proposal? List other proposed measures to reduce or control energy impacts, if any: Use of recycled materials, recycling of waste materials during construction, green design of future houses. I r�M t�l£tl.ffln a, Are there any environmental health hazards, including exposure to toxic chemicals, risk of fire and explosion, spill, or hazardous waste, that could occur as a result of this proposal? If so, describe. no 1) Describe special emergency services that might be required. Construction related calls 2) Proposed measures to reduce or control environmental health hazards, if any: Constrcution safety plan will be develped an followed during all phases of construction, h. N ire 1) What types of noise exist in the area which may affect your project (for example: traffic, equipment operation, other)? None 2) What types and levels of noise would be created by or associated with the project on a short-term or a long-term basis (for example: traffic, construction, operation, other? Indicate what hours noise would come from the site. Back hoe and dozer noises during sewer line construction 3) Proposed measures to reduce or control noise impacts, if any. Work during day light hours S. Land and Shoreline Use a. What is the current use of the site and adjacent properties? R4 residential 4 units per acre b. Has the site been used for agriculture? If so, describe. No, has been used for private horse boarding C. Describe any structures on the site, house and barn Will any structures be demolished? if so, what? no EVALUATION FOR AGENCY USE ONLY C. What is the current zoning classification of the site? k. SI✓PA l.necktist Page G R4 f. Miat is the current comprehensive plan designation of the site? Residential g. If applicable, what is the current shoreline master program designation of the site? none h. Has any part of the site been classified as an "environmentally sensitive" area? If so, specify. Yes, wetland buffer area i. Approximately how many people would reside or work in the completed project? 20 j. Approximately how many people would the completed project displace? 0 k. Proposed measures to avoid or reduce displacement impacts, if any: none I. Proposed measures to ensure the proposal is compatible with existing and projected land uses and plans, if any. na 9. HousinE a, approximately how many units would be provided, if any? Indicate whether high, middle, or low income housing, 2 high end houses h. Approximately how many units, if any, would he eliminated? Indicate whether high, middle, or low income housing. none C. Proposed measures to reduce or control housing impacts, if any. none 10. Aesthetics a. What is the tallest height of any proposed structure(s), not including antennas; what is the principal exterior building material(s) proposed? 30 b. What views in the immediate vicinity would be altered or obstructed? none C. Proposed measures to reduce or control aesthetic impacts, if any. landscaping of the yars 11. Light and Glare a. What type of light or glare will the proposals produce? What time of day would it mainly occur? Residential lighting b. Could light or glare from the finished project be a safety hazard or interfere with views? no EVALUATION FOR AGENCY USE ONLY SI�-PA Checklist Page 7 C. What existing off -site sources of light or glare may affect your proposal? none d. Proposed measures to reduce or control fight and glare impacts, if any. none 12. Recreation a. What designated and informal recreational opportunities are in the immediate vicinity? Walking trails, parks b. Would the proposed project displace any existing recreational uses? If so, describe, no C. Proposed measures to reduce or control impacts on recreation, including recreation opportunities to be provided by the project or applicant, if any, none 13, Historic and Cultural Preservation a. Are there any places or objects fisted on, or proposed for, national, state or local preservation registers known to be on or next to the site? If so, generally describe. no b. Generally describe any landmarks or evidence of historic, archaeological, scientific, or cultural importance known to be on or next to the site. no c. Proposed measures to reduce or control impacts, if any, no 14. Trans orp to fion a. Identify public streets and highways serving the site, and describe proposed access to the existing street system. Show on site plans, if any. 101h Ave NE will be widened to city street standards. b. Is site currently served by public transit? If not, what is the approximate distance to the nearest transit stop? 1 mile away C. How many parking spaces would the completed project have? Flow many would the project eliminate? create 4 spaces, two for each house and reduce none d. Will the proposal require any new roads or streets, or improvements to existing roads or streets, not including driveways? If so, generally describe (indicate whether public or private). The proposal will add a new private road to jointly serve this development and the one next to it. The public street of NE 1 oth will be widened to meet city standards e. Will the project use (or occur in the immediate vicinity of) water, rail, or air transportation? If so, generally describe. no EVALUATION FOR AGENCY USE ONLY SEPA Checklist Page S f. Flow many vehicular trips per day would be generated by the completed project? If known, indicate when peak volumes would occur. 60 g. Proposed measures to reduce or control transportation impacts, if any. none 15. Public Services a. Would the project result in an increased need for public services (for example: fire protection, police protection, health care, schools, other)? If so, generally describe. Minimal impact on existing services b. Proposed measures to reduce or control direct impacts on public services, if any. none 16. 'Utilities I . Circle utilities currently available at the site: electricity, natural gas, water, refuse service, telephone, sanitary sewer, septic system, other. electricity, natural gas, water, refuse service, telephone, sanitary sewer h. Describe the utilities that are proposed for the project, the utilities providing the service, and the general construction activities on the site or in the immediate vicinity which might be needed. none EVALUATION FOR AGENCY USE ONLY The above answers are true and complete to the best of my knowledge. I understand that the lead agency is relying on them to make its decision. � , �e� ire i1t�- 1, ___ being duly sworn, declare that I am the contract purchaser, agent or owner of the property involved in this application, and that the foregoing statements and answers herein contained and the information herewith submitted are in all respects true and correct to the best of my knowledge and belief. I agree to reimburse the City of Burien for the costs of professional Engineers and other Consultants hired by the Ciry to review and inspect this proposal when the City 's unable to do so urith a i ring in house staff. Dated: - 7 Signature: i Subscribed and sworn to before me this K day of ,x� am.7 Nota ublic rn and or the State of � hington, residing at y`��'* `_g j � ° LA. P 1 � � � r • r s J Daniel Bretzke P0Box 115E Mercer Island, WA 98040 DOCUMENT TITLE: Quit Claim Deed, 3 ��0�27%v O MT PLAN ING 20070 t�CD 3 EN LAN PAGE 001 OF e03 03/i3C00tIKYY12UA SEP 2 7 2007 KING E2270820 03/13/2001 12:55 KING COUNTY, UA $10.00 $0.00 SALE RECEIVE) PAGE001 OF 00t REFERENCE NUMBER OF RELATED DOCUMENT: City of Renton Lot Line Adjustment LUA - 06-089 LLA CRANTOR(S): Larry Rogers CRANTEE(S): Daniel P. Bretzke, and Fumiko K. Bretzke, AIBBRF.VIATED I.,EGAL DESCRIPTION: Lot C&D of' City of Renton Lot Line Adjustment LUA-00- 088 LLA ASSESSOR'S TAX / PARCEL NUMBER(S): 1023059358 and 1023059357 Return Recorded Document to: Daniel Bretzke, P O Box 1151, Mercer Island WA 98040 QUITCLAIM DEED THIS QUITCLAIM DEED, Executed this 16 day of February, 2007, by first party, Larry Rogers, in his separate estate, whose post office address is 5603 NE 10u' Street, Renton WA. to second party, Daniel Bretzke and Fumiko Bretzke, a married couple, whose post office address, is P O Box 1 151, Mercer Island, WA 98040 WITNESSETH, That the said first party, for good consideration and for the sum of $10.00 paid by the said second party, the receipt whereof is hereby acknowledged, does hereby remise, release and quitclaim unto the said second party forever, all the right, title, interest and claim which the said first party has in and to the following described parcel of land, and improvements and appurtenances thereto in the County of King State of Washington , to wit: A portion of the following described property, known as 5603 NE 101h Street, further described as The west 170 feet of the east 310 feet, of the east half of the south 10 acres of the north 50 acres, of the east half of the northeast quarter of section 10, Township 23, Range 5 East, W.M. in King County, Washington, Except the south 120 feet of the north 150 feet of the east 70 feet thereof: and except that portion lying in within the north 30 of said south 10 acres. The portion of said property to be quick claimed lies westerly of the following line: Beginning at the NW corner of said property thence South bearing N 00'02'427E a distance of 129.06', thence Gast, bearing S 88' 10' 16"E a distance of 30.01', thence South, bearing NOO`02'42"E a distance of 169.98'thence West bearing S88°20'02" 1. to the SW corner of said property. I That portion of lot C of City of Renton LLA 1,UA06-088-1,LA, as included in the following easement area, Beginning at the NE comer of Lot C, of City of Renton LLA LUA06-088-LLA, thence East bearing S88' 16' 10" E, a distance of 26.0 1% thence South bearing, S00°02'42" W, a distance of 104.78', thence Along an arc, 40.01' with a radius of 25, delta 91 *41'08" Thence East bearing S88' 16' 10" E, a distance of 55.76',thence South bearing S00'02'42"W, a distance of 20.0 1% thence West bearing N88' 16' 10", a distance of 140.03', thence Along an are, 38.53', with a radius of 25, delta 88' 18'52".thence North bearing N00'02'42"E, a distance of 103.31' to true point of beginning. SECOND: Second party conveys to the first party a perpetual easement for motor vehicle driveway purposes and for all utilities for use in conjunction with any lawful use along and upon that portion of second parry's property described as follows, to wit: That portion of lot D City of Renton LLA LUA06-088-1,1,A, as included in the following easement area, Beginning at the NE comer of Lot C, of City of Renton LLA LUA06-088-LLA, thence East bearing S88' 16' 10" E, a distance of 26.01', thence South bearing, S00'02'42" W, a distance of 104.78', thence Along an arc, 40.01' with a radius of 25, delta 91*41'08" Thence East bearing S88' l6' 10" E, a distance of 55.76',thence South bearing S00'02'42"W, a distance of 20.01', thence West bearing N88' 16' 10", a distance of 140.03', thence Along an arc, 38.53', with a radius of 25, delta 88'18'52",thence North bearing N00'02'42"E, a distance of 103.31' to true point of beginning. THIRD: It is mutually agreed that each party may use in common with the other party, the whole of said motor vehicle driveway and private easement for ingress, egress and utilities including that portion thereof situated on the property of the other party for ingress and egress of motor vehicle, pedestrians, all utilities, and uses incidental to any lawful use of the property. FOURTH: This agreement should bind and inure to the benefit of, as the circumstance may require, not only the immediate parties hereto, but also to their respective heirs, executors, administrators, future subdivisions, and successors in interest as well. SIXTH: The maintenance shall be a shared responsibility of the parties and each of the parties shall share the cost of maintaining the easement. The obligation to share maintenance costs shall begin when the driveway improvements are completed. SEVENTH: Each of the parties shall maintain liability insurance which, at a minimum, meet the standard in the industry for the particular types of uses for which the properties are used. The insurance policies shall name the owner of the adjoining parcels as an additional insured in connection with the use of the easement. EIGHTH: In construing the foregoing agreement, the plural shall mean and include the singular whenever the context so requires. NINTH: Binding Effect/ Warranty of Title. The Easement and the covenants, terms, and conditions contained herein are intended to and shall run with the Real Property and shall be binding upon Grantee and Grantor and their respective successors, heirs and assigns. Grantor warrants that Grantor has good title to the Real Property and warrants the Grantee title to and quiet enjoyment of the Easement. WITNESS, This quit claim deed conveys the portion of the first party to the second party as reviewed and approved by the City of Renton under the file number WA-06-088 LI-A IN WITNESS WHEREOF, The said first party has signed and sealed these presents the day and year first above written. Signed, sealed and delivered in presence or - DATED this day of fel�ravl Zd 65L GRANTOR{S By Larry Rogers GRANTEES By aniei Bretzke By 4_ - Fumiko Bretzke STATE OF WASHINGTON, COUNTY OF KING I certify that I knew or have satisfactory evidence that Larry Rogers, Daniel Bretzke and Fumiko Bretzke Signed this instrument on oath state that he and she is authorized to execute the instrument to be free and voluntary act of such act for the uses and put ores m n 'o a in this instrument, PublIC Dated this Day of February, 2007 t Nn Stage co of YVastdr�ton PHILIP KIW My Appo"MS t Egow AV 20, 2004 Printe Name �ie7sjj&,,e "z, Notary public in and for the State of Washington residing at My commission expires Afo— 2-c. wOl� N�tyG DE�ECtTY 61F gt~ SEp � -� ZpOI ID Daniel Bretzke P 0 Box 1151 Mercer Island, WA 98040 2007030500071 Inr , COUNTY, Up DOCUMENT TITLE: Motor Vehicle Driveway and Private Easement For Ingress, Egress and Utilities REFERENCE NUMBER OF RELATED DOCUMENT: City of Renton Lot Line Adjustment LUA - 06-088LLA GRANTOR(S): Daniel P. Bretzke, Fumiko K. Bretzke, Larry Rogers GRANTEE(S): Daniel P. Bretzke, and Fumiko K. Bretzke, Larry Rogers ABBREVIATED LEGAL DESCRIPTION: Lot C&D of City of Renton Lot Line Adjustment LUA-06- 088 LLA ASSESSOR'STAX / PARCEL NUMBER(S): 1023059358 and 1023059357 Return Recorder! Document to. Daniel Bretzke, P O Box 1 151, Mercer Island WA 98040 TI11S PERPETUAL EASEMENT, made and entered into on, February, 162007 between hereinafter called the first party, Daniel Bretzke and Fumiko Bretzke, Husband and Wife and Larry Rogers, as his separate estate, hereinafter called the second party. WFI-NESSETIi WIIEREAS, the first party is the owner in fee simple of the following described property in the City of Renton, County of King, State of Washington, to wit: Lot C of City of Renton Lot Line adjustment LUA 06-088-LLA recorded under number Z60,'0 Z72 0j0000 , known as 5521 NE 20°i St. And the second is the owner in fee simple of the following described real property in said City, County, and State, to wit: Lot D of City of Renton Lot Line adjustment LUA 06-088-LLA recorded under number ZWJo 72Z c o cZZ� know as 5603 NE l0`h St, and said two parcels of real estate adjoin each other WHEREAS, the parties desire to grant to each other an casement and right to use the described motor vehicle driveway and to provide utilities to existing and future lots, existing now or to be constructed along and upon a portion of all of the parcels in conjunction with any lawful use. NOW, THEREFORE, in consideration of each parry's granting to the other an easement hereinafter described, and other valuable consideration each to the other in hand paid, the receipt of which is hereby acknowledged: FIRST: First party conveys to second a perpetual casement for motor vehicle driveway purposes and all utilities in conjunction with any lawful use along and upon that portion of first party's property described as follows, to wit: E4�65E A NOT REQ dAED Co. Divwm IN WITNESS WHEREOF, the parties hereto have subscribed this instrument on this, the day and year first written hereinabove. Grantor's Signature Address: 1313 33r4 Ave South Seattle, WA 98144 STATE OF WASHINGTON ) ss. County of King Grantor's Signature certify that I knew or have satisfactory evidence that Daniel Bretzke and Fumiko Bretzke Signed this instrument on oath state that he and she is authorized to execute the instrument to be free and voluntary act of such act for the uses and purposes mentioned in this instrument, Dated this _I Day of February, 2007 Printed Name ?"16,J&, Notary public in and for the State of Washington residing at &,,.rc-bru WA My comrission expires pip&,, 7 . ' aacl Notary RA to Slate of Waahtrow PHILIP KAO My Appolrmwm E)9*61 Apr 20, 2009 IN WITNESS WHEREOFthe pTrt1 written hereinabove. — 0�&ILII "-- — Grantor's Sig ature Address: 110 Box 2 14 8 North Bend WA 98045 STATE OF WASHINGTON ) ss. County of King subscribed this instrument on this, the day and year first I certify that I knew or have satisfactory evidence that Signed this instrument on oath state that he and sh voluntary act of such act for the uses and purposes Dated this Day of February, 2007 Printed Name P.z, Notary public in and for the State of Washington re My commission expires Aa4A,-- 20.76a� Larry Rogers Notary Putallc State of Washington PHUP KAO MY APPWftnWd E44res Apr 20. 2009 be free and EI r z= w3 w a x w N ti Z a j tin U I+�z7y� OUX` L, Iq ZU U O .a En W 34 3AV 31144 ❑ r N A h Q� Q N H Z F N 7. ��• ��1 �Vjt+ f� C-j y'IWu 2 °LL � tiNix. 4 p m N�� W�WuW❑�� x N .. 41 pQ7o�W~�y�4 �■2y;j •'[�4��W4wW z4�4+ki�Y u kOM.. 8 z'pu q y�i' yqS� W4 F4p4Wp pRp wzww��Wg2� r.ySa(TyN 1- y�mW L5,-.z 4�u~<r•. Td yZ�Ylz WO ZUwZ�Uwq 3ti F`W ^qN N pQ gy ❑X�Y'.. pJ • Q Y ZQ�z ztiq ��wYWltik�r L.. =MRk UQw<Wz❑CC ��NL�W�Li QW ,.,� IL y$q{µ 'C7 �Cti i C S FJx RSO moZ Ij. ,aM cc:. a � � <ZLU 3 8IE '' R t I ifEi al AR AafA h�04nGB y 'ukwntaNPwWeaylMia+ 31 3NgAV37IN Igoe GLr 910 zo dm3x za'argal '6wiw -4c'mo? vc'VFl:i WRM kowwo Q '46 -.,0- 0 3.21 al. 0ON 1! 1 c! 1 1! — — — irn ". 4-pm— bf m w En to En LLaa (z � ell, 1z; IN ;o Gal -cl, %'. Yb; 'karr DO V16 0 cm q .............. Z. ON V 1 �2 1 - .B,-BMDN L .......... 91 -` Or R 41, P K K K K K K K Form No. 14 Subdivision Guarantee Guarantee No.: 4209-1051375 DEVELOPMENT PLANNING CITY OF RENTON 4'-J a�s,� ` +'M1 a •� «4� 'Sf': Issued by SEP 2 7 2007 RECEIVE!) First American Title Insurance Company 2101 Fourth Ave, Ste 800, Seattle, WA 98121 Title Officer: Pat Fullerton Phone: (206)728-0400 FAX: First American Title r Form No. 14 Subdivision Guarantee (4-10-75) Guarantee No.: 4209-1051375 Page No.: 1 . M [ . , First American 7 tle Insurance Company 2101 Fourth Ave, Ste 800 Seattle, WA 98121 .First American Phn - (2 6)728-0400 (B00)B26.7718 Fax - Pat Fullerton (206)615-3055 pfullerton@flmtam.com Amy Garza (206)615-3010 amgarza0firstam.com Title Team One Fax No. (866) 904-2177 Colleen Franz (206)615-3050 cfranz@firsbm.com SUBDMSION GUARANTEE Jennifer Salas (206) 615-3011 jsalaspfkrstam.com Tina Kotas (206) 615-3012 tkotas@flrsUm.com LIABILITY $ 1,000.00 ORDER NO.: 4209-1051375 FEE $ 350.00 TAX $ 31.15 YOUR REF.: First American Title Insurance Company a Corporation, herein called the Company Subject to the Liability Exclusions and Limitations set forth below and in Schedule A. GUARANTEES Red Carpet Realty Gallery, Inc. herein called the Assured, against loss not exceeding the liability amount stated above which the Assured shall sustain by reason of any incorrectness in the assurances set forth in Schedule A. LIABILITY EXCLUSIONS AND LIMITATIONS 1. No guarantee is,given nor liability assumed with respect to the validity, legal effect or priority of any matter shown therein. 2. The Company's IN ill ty l ereunder shall be limited to the amount of actual loss sustained by the Assured because, af4`refance upon the assurance herein set forth, but in no event shall the Company's liabilityexceed'the liability amount set forth above. 3. This Guarantee Is ,restricted to the use of the Assured for the purpose of providing title evidence as may be required when subdividing land pursuant to the provisions of Chapter 58,17, R.C.W., and the local regulations and ordinances adopted pursuant to said statute. It is not to be used as a basis for closing any transaction affecting title to said property. Dated: June 04, 2007 at 7:30 A.M. First American Title lr Form No.14 Subdivision Guarantee (4-10-75) SCHEDULE A The assurances referred to on the face page are: A. Title is vested in: Larry W. Rogers, as his separate estate Guarantee No.: 4209-1051375 Page No.: 2 B. That according to the Company's title plant records relative to the following described real property (including those records maintained and indexed by name), there are no other documents affecting title to said real property or any porition thereof, other than those shown below under Record Matters. The following matters are excluded from the coverage of this Guarantee: 1. Unpatented Mining Claims, reservations or exceptions in patents or in acts authorizing the issuance thereof. 2. Water rights, claims or title to water. 3. Tax Deeds to the State of Washington. 4. Documents pertaining to mineral estates. DESCRIPTION: The land referred to in this report is described in Exhibit A attached hereto, APN: 102305935706 First American Title i Form No. 14 Subdlvision Guarantee (4-10-75) RECORD MATTERS: Guarantee No.: 4209-1051375 Page No.: 3 1. General Taxes for the year 2007. The first half becomes delinquent after April 30th. The second half becomes delinquent after October 31st. Tax Account No.: 102305935706 1st Half Amount Billed: $ 1,522.52 Amount Paid: $ 1,522.52 Amount Due: $ 0.00 Assessed Land Value: $ 136,700.00 Assessed Improvement Value: $ 132,000.00 2nd Half Amount Billed: $ 1,522.52 Amount Paid: $ 0.00 Amount Due: $ 1,522.52 Assessed Land Value: $ 136,700.00 Assessed Improvement Value: $ 132,000.00 2. Facility Charges, if any, including but not limited to hook-up, or connection charges and latecomer charges for sewer, water and public facilities of Honey Creek Interceptor Service Area as disclosed by instrument recorded December 03, 1986 under recording no. 8612031455. 3. Deed of Trust and the terms and conditions thereof. Grantor/Trustor: Larry W. Rogers, a single man Grantee/Benefciary: Mortgage Electronic Registration Systems, Inc., "MERS" solely as a nominee for Fremont Investment & Loan, a California Corporation, its successors and assigns Trustee: Transnation Amount: $228,000.00 Recorded: March 31, 2005 Recording Information: 20050331003255 Includes other property 4. Deed of Trust and the terms and conditions thereof. Grantor/Trustor: Larry W Rogers a single person Grantee/Beneficiary: JPMorgan Chase Bank, NA Trustee: WA Stewart Title Company of Washington Amount: $100,000.00 Recorded: February 23, 2006 Recording Information: 20060223002126 Includes other property Note: This Deed of Trust contains Line of Credit privileges. If the current balance owing on said obligation is to be paid in full in the forthcoming transaction, confirmation should be made that the beneficiary will issue a proper request for full reconveyance. 5. Right to make necessary slopes for cuts or fills upon said premises for Southeast 116th Street as granted by deed recorded June 05, 1985 under recording no. 8506050790. First American Trtle I Form No. 14 Guarantee No.: 4209-1051375 Subdivision Guarantee (4-10-75) Page No.: 4 b. Conditions, notes, easements, provisions contained and/or delineated on the face of the Survey recorded August 11, 1997 under recording no. 9708119012 in King County, Washington. 7. Terms, covenants, conditions and restrictions as contained in recorded Lot Line Adjustment (Boundary Line Revisions): Recorded: February 22, 2007 Recording Informaton: 20070222900002 8. Easement, including terms and provisions contained therein: Recorded: March 05, 2007 and March 13, 2007 Recording Information: 20070305000718 and 20070313001270 For: Ingress and egress and motor vehicle driveway INFORMATIONAL NOTES A. Any sketch attached hereto is done so as a courtesy only and is not part of any title commitment or policy. It is furnished solely for the purpose of assisting in locating the premises and First American expressly disclaims any liability which may result from reliance made upon it. First American rode Form No. 14 Subdivision Guarantee (4-10-75) SCHEDULE OF EXCLUSIONS FROM COVERAGE OF THIS GUARANTEE Guarantee No.: 4209-1051375 Page No.: 5 1. Except to the extent that specific assurance are provided In Schedule A of this Guarantee, the Company assumes no liability for loss or damage by reason of the following: (a) Defects, liens, encumbrances, adverse claims or other matters against the title, whether or not shown by the public records. (b) (1) Taxes or assessments of any taxing authority that levies taxes or assessments on real property; or, (2) Proceedings by a public agency which may result in taxes or assessments, or notices of such proceedings, whether or not the matters excluded under (I) or (2) are shown by the records of the taxing authority or by the public records. (c) (1) Unpatented mining claims; (2) reservations or exceptions in patents or in Acts authorizing the issuance thereof; (3) water rights, claims or title to water, whether or not the matters excluded under (1), (2) or (3) are shown by the public records. 2. Notwithstanding any, specific assurances which are provided in Schedule A of this Guarantee, the Company, assumes no liability for loss or damage by reason of the following: (a) Defects, liens, encumbrances, adverse claims or other matters affecting the title to any property beyond the lines of the land expressly described in the description set forth in Schedule (A), (C) or in Part 2 of this Guarantee, or title to streets, roads, avenues, lanes, ways or waterways to which such land abuts, or the right to maintain therein vaults, tunnels, ramps, or any structure or improvements; or any rights or easements therein, unless such property, rights or easements are expressly and specifically set forth in said description. (b) Defects, liens, encumbrances, adverse claims or other matters, whether or not shown try the public records; (1) which are created, suffered, assumed or agreed to by one or more of the Assureds; (2) which result in no loss to the Assured; or (3) which do not result in the invalidity or potential invalidity of any judicial or non -judicial proceeding which is within the scope and purpose of the assurances provided. (c) The identity of any party shown or referred to in Schedule A. (d) The validity, legal effect or priority of any matter shown or referred to in this Guarantee. GUARANTEE CONDITIONS AND sTIPULAnONS 1. DefFnitJon of Terns. The following terms when used in the Guarantee mean: (a) the "Assured": the party or parties named as the Assured in this Guarantee, or on a supplemental writing executed by the Company. (b) "land": the land described or referred to in Schedule (A) (C) or in Part 2, and improvements affixed thereto which by law constitute real property. The term "land" does not Include any property beyond the lines of the area described or referred to In Schedule (A) (C) or in Part 2, nor any right, title, interest, estate or easement in abutting streets, roads, avenues, alleys, lanes, ways or waterways. (c) "mortgage": mortgage, deed of trust, trust deed, or other security instrument. (d) "public records" : records established under state statutes at Date of Guarantee for the purpose of Imparting constructive notice of matters relating to real property to purchasers for value and without knowledge. (e) "date": the effective date. 2. Notice of Claim to be Given by Assured Claimant. An Assured shall notify the Company promptly In writing in case knowledge shall come to an Assured hereunder of any claim of title or Interest which is adverse to the title to the estate or interest, as stated herein, and which might cause loss or damage for which the Company may be liable by virtue of this Guarantee. If prompt notice shall not be given to the Company, then all liability of the Company shall terminate with regard to the matter of matters for which prompt notice is required; provided, however, that failure to notify the Company shall in no case prejudice the rights of any Assured under this Guarantee unless the Company shall be prejudiced by the failure and then only to the extent of the prejudice. 3. No Duty to Defend or Prosecute. The Company shall have no duty to defend or prosecute any action or proceeding to which the Assured is a party, notwithstanding the nature of any allegation in such action or proceeding. 4. Company's Option to Defend or Prosecute Actions; Duty of Assured Claimant to Cooperate. Even though the Company has no duty to defend or prosecute as set forth in Paragraph 3 above. (a) The Company shalt have the right, at its sole option and cost, to institute and prosecute any action or proceeding, interpose a defense, as limited in (b), or to do any other act which in its opinion may be necessary or desirable to establish the title to the estate or Interest as staled herein, or to establish the lien rights of the Assured, or to prevent or reduce loss or damage to the Assured. The Company may take any appropriate action under the terms of this Guarantee, whether or not It shall be liable hereunder, and shall not thereby concede liability or waive any provision of this Guarantee. If the Company shall exercise its rights under this paragraph, it shall do so diligently. (b) If the Company elects to exercise its options as staled in Paragraph 4(a) the Company shall have the right to select counsel of its choke (subject to the right of such Assured to object for reasonable cause) to represent the Assured and shall not be liable for and will not pay the fees of any other counsel, nor will the Company pay any fees, costs or expenses Incurred by an Assured in the defense of those causes of action which allege matters not covered by this Guarantee. (c) Whenever the Company shall have brought an action or interposed a defense as permitted by the provisions of this Guarantee, the Company may pursue any litigation to final determination by a court of competent jurisdiction and expressly reserves the right, in its sole discretion, to appeal from an adverse judgment or order. (d) In all cases where this Guarantee permits the Company to prosecute or provide for the defense of any action or proceeding, an Assured shall secure to the Company the right to so prosecute or provide for the defense of any action or proceeding, and all appeals therein, and permit the Company to use, at its option, the name of such Assured for this purpose. Whenever requested by the Company, an Assured, at the Company's expense, shall give the Comparry all reasonable aid in any action or proceeding, securing evidence, obtaining witnesses, prosecuting or defending the action or lawful act which in the opinion of the Company may be necessary or desirable to establish the title to the estate or Interest as stated herein, or to establish the lien rights of the Assured. If the Company is prejudiced by the failure of the Assured to furnish the required cooperation, the Company's obligations to the Assured under the Guarantee shall terminate. S. Proof of Loss or Damagie. In addition to and after the notices required under Section 2 of these Conditions and Stipulations have been provided to the Company, a proof of loss or damage signed and sworn to by the Assured shall be furnished to the Company within ninety (90) days after the Assured shall ascertain the facts giving rise to the loss or damage. The proof of loss or damage shall describe the matters covered by this Guarantee which constitute the basis of loss or damage and shall slate, to the extent possible, the basis of calculating the amount of the loss or damage. If the Comparry is prejudiced by the failure of the Assured to provide the required proof of loss or damage, time Company's obligation to such Assured under the Guarantee shall terminate. In addition, the Assured may reasonably be required to submit to examination under oath by any authorized representative of the Company and shall produce for examination, inspection and copying, at such reasonable times and places as may be designated by any authorized representative of the Company, all records, books, ledgers, checks, correspondence and memoranda, whether bearing a date before or after Date of Guarantee, which reasonably pertain to the loss or damage. Further, if requested by any authorized representative of the Company, the Assured shall grant Its permission, in writing, for arty authorized representative of the Company to examine, inspect and copy all records, books, ledgers, checks, correspondence and memoranda In the custody or control of a third party, which reasonably pertain to the Loss or Damage. All Information designated as confidential by the Assured provided to the Company, pursuant to this Section shall not be disclosed to others unless, in the reasonable judgment of the Company, it Is necessary in the administration of the claim. Failure of the Assured to submit for examination under oath, produce other reasonably requested information or grant permission to segue reasonably necessary Information from third parties as required in the above paragraph, unless prohibited by law or governmental regulation, shall terminate any liability of the Company under this Guarantee to the Assured for that claim. Form No. 1282 (Rev. 121ISM) First American Trtle Form No. 14 Subdivision Guarantee (4-10.75) 6. Options to Pay or Otherwise Softie Claims: Termination of Liability. In case of a claim under this Guarantee, the Company shall have the following additional options: (a) To Pay or Tender Payment of the Amount of Liability or to Purchase the Indebtedness. The Company shall have the option to pay or settle or compromise for or In the name of the Assured any claim which could result in loss to the Assured within the coverage of this Guarantee, or to pay the full amount of this Guarantee or, if this Guarantee is issued for the benefit of a holder of a mortgage or a lienholder, the Company shall have the option to purchase the indebtedness secured by said mortgage or said lien for the amount owing thereon, together with any costs, reasonable attorneys' fees and expenses Incurred by the Assured claimant which were authorized by the Company up to the time of purchase. Such purchase, payment or tender of payment of the full amount of the Guarantee shall terminate all liability of the Company hereunder. In the event after notice of claim has been given to the Company by the Assured the Company offers to purchase said indebtedness, the owner of such indebtedness shall transfer and assign said indebtedness, together with any collateral security, to the Company upon payment of the purchase price, Upon the exercise by the Company of the option provided for In Paragraph (a) the Company's obligation to the Assured under this Guarantee for the claimed loss of damage, other than to make the payment required In that paragraph, shall terminate, including any obligation to continue the defense or prosecution of any litigation for which the Company has exercised its options under Paragraph 4, and the Guarantee shall be surrendered to the Company for cancellation. (b) To Pay or Otherwise Settle With Parties Other Than the Assured or With the Assured Claimant. To pay or otherwise settle with other parties for or in the name of an Assured claimant any claim Assured against under this Guarantee, together with any costs, attorneys' fees and expenses incurred try the Assured claimant which were authorized by the Company up to the time of payment and which the Company is obligated to pay. Upon the exercise by the Company of the option provided for in Paragraph (b) the Company's obligation to the Assured under this Guarantee for the claimed loss or damage, other than to make the payment required In that paragraph, shall terminate, includirg any obligation to continue the defense or prosecution of any litigation for which the Company has exercised its options under Paragraph 4. 7. Determination and Extent of Liability. This Guarantee Is a contract of Indemnity against actual monetary loss or damage sustained or Incurred by the Assured claimant who has suffered loss or damage try reason of reliance upon the assurances set forth in this Guarantee and only to the extent herein described, and subject to the Exclusions From Coverage of This Guarantee. The Liability of the Company under this Guarantee to the Assured shall not exceed the least of: (a) the amount of liability staled in Schedule A or in Part 2; (b) the amount of the unpaid principal indebtedness secured by the mortgage of an Assured mortgagee, as limited or provided under Section 6 of these Conditions and Stipulations or as reduced under Section 9 of these Conditions and Stipulations, at the time the loss or damage Assured against by this Guarantee occurs, together with interest thereon; or (c) the difference between the value of the estate ar interest covered hereby as stated herein and the value of the estate or interest subject to any defect, lien or encumbrance Assured against by this Guarantee. B. Limitation of Liability. (a) If the Company establishes the title, or removes the alleged defect, lien or encumbrance, or cures any, other matter Assured against by this Guarantee in a reasonably diligent manner by any method, including litigation and the completion of any appeals therefrom, it shall have fully performed its obligations with respect to that matter and shall not be liable for any loss or damage caused thereby. (b) in the event of any litigation by the Company or with the Company's consent, the Company shall have no liability for loss or damage until there has been a final determination by a court of competent jurisdiction, and disposition of all appeals therefrom, adverse to the title, as stated herein. Guarantee No.: 4209-1051375 Page No.: 6 (c) The Company shall not be liable for loss or damage to any Assured for liability voluntarily assumed by the Assured in settling any claim or suit without the prior written consent of the Company. 9. Reduction of Liability or Termination of Liability. All payments under this Guarantee, except payments made for costs, attorneys' fees and expenses pursuant to Paragraph 4 shall reduce the amount of liability pro tanto. 10. Payment of Loss. (a) No payment shall be made without producing this Guarantee for endorsement of the payment unless the Guarantee has been lost or destroyed, In which case proof of loss or destruction shall be furnished to the satisfaction of the Company. (b) When liability and the extent of loss or damage has been definitely fixed In accordance with these Conditions and Stipulations, the loss or damage shall be payable within thirty (30) days thereafter. 11. Subrogation Upon Payment or Settlement. Whenever the Company shall have settled and paid a claim under this Guarantee, all right of subrogation shall vest in the Company unaffected by any act of the Assured claimant. The Company shall be subrogated to and be entitled to all rights and remedies which the Assured would have had against any person or property in respect to the claim had this Guarantee not been issued. If requested by the Company, the Assured shall transfer to the Company ail rights and remedies against any person or property necessary in order to perfect this right of subrogation. The Assured shall permit the Company to sue, compromise or settle in the name of the Assured and to use the name of the Assured in any transaction or litigation involving these rights of remedies. If a payment on account of a claim does not fully cover the loss of the Assured the Company shall be subrogatod to all rights and remedies of the Assured after the Assured shall have recovered its principal, interest, and costs of collection. 12. Arbitration. Unless prohibited by applicable law, either the Company or the Assured may demand arbitration pursuant to the Title Insurance Arbitration Rules of the American Arbitration Association. Arbitrable matters may include, but are not limited to, any controversy or claim between the Company and the Assured arising out of or relating to this Guarantee, any service of the Company in connection with its issuance or the breach of a Guarantee provision or other obligation. All arbitrable matters when the Amount of Liability is $1,000,000 or less shall be arbitrated at the option of either the Company or the Assured. All arbitrable matters when the amount of liability Is In excess of $1,000,000 shall be arbitrated only when agreed to by both the Company and the Assured. The Rules in effect at Date of Guarantee shall be binding upon the parties. The award may include attorneys' fees only If the laws of the state In which the land is located permits a court to award attorneys' fees to a prevailing party. Judgment upon the award rendered by the Arbitrat0r(S) may be entered in any court having jurisdiction thereof. The law of the situs of the land shall apply to an arbitration under the Title Insurance Arbitration Rules. A copy of the Rules may be obtained from the Company upon request. 13. Liability Limited to This Guarantee; Guarantee Entire Contract. (a) This Guarantee together with all endorsements, if any, attached hereto by the Company is the entire Guarantee and contract between the Assured and the Company. In interpreting arty provision of this Guarantee, this Guarantee shall be construed as a whole. (b) Any claim of loss or damage, whether or not based on negligence, or any action asserting such claim, shall be restricted to this Guarantee. (c) No amendment of or endorsement to this Guarantee can be made except by a writing endorsed hereon or attached hereto signed by either the President, a Vice President, the Secretary, an Assistant Secretary, or validating officer or authorized signatory of the Company. 14. Notices, Where Sent. All notices required to be given the Company and any statement in writing required to be furnished the Comparry shall include the number of this Guarantee and shall be addressed to the Company at 2 First American Way. Bldg. 2, Santa Ana, CA. 92707. Form No. 1292 (Rev. 12/15195) Fast American Title Form No. 14 Subdivision Guarantee (4-10-75) Exhibit "A" Guarantee No.: 4209-1051375 Page No.: 7 Real property in the County of King, State of Washington, described as follows: PARCEL A: LOT D OF CITY OF RENTON LOT LINE ADJUSTMENT NO. LUA-06-088-LLA-30-0318 AS RECORDED FEBRUARY 22, 2007 UNDER RECORDING NO. 20070222900002, RECORDS OF KING COUNTY, WASHINGTON. PARCEL B: AN EASEMENT FOR INGRESS AND EGRESS AS CREATED UNDER RECORDING NOS. 20070305000718 20070313001270, Tax Parcel Number: 102305935706 First American Tide r Recording Requested By And When Recorded Mail To: City Clerk's Office 1055 South Grady Way Renton, WA 98055 DEVELOPMENT PLANNING CITY OF PEON SEP z 7 2007 Rhuilvco DOCUMENT TITLE: EASEMENT FOR SEWER LINES REFERENCE NUMBER OF RELATED DOCUMENT: Not Applicable GRANTOR(S): Daniel Bret dw, Fumiko Bretzke, Larry Rogers GRANTEE(S): City of Renton ABBREVIATED LEGAL DESCRIPTION: Lots B, C, and D of City of Renton LLA number LUA006-0B-LLA, Recorded in King County, Washington, under rcoarding number 200702229000002, vol 219, page 144. ASSESSOR'S TAX / PARCEL NUMBER(S): 12305-9359, 102305-9358, 102305- 9057, 102305-9360 EASEMENT FOR SEWER LINER The undersigned, Daniel Bretzke, Fumiko Bretzke, Larry Rogers ("Grantor"), for and in consideration of good and valuable consideration, the- receipt and adequacy of which are hereby acknowledged, hereby grants and conveys to City of Renton, a municipal corporation in King County, Washington ("Grantee), and its successors and assigns, a permanent Easement for Server Lines including sewer lines and appurtenances thereto ("Easement") as follows: 1. Ng= and L&pg2n of F&Went Grantor owns that certain real property legally described in Exhibit "A", attached hereto and incorporated herein by this reference ("Real Property"). The Easement granted by Grantor herein shall be a permanent easement for the benefit of Grantee over, upon, across, through and under the Real Property, such Easement as legally described on Exhibit "B" and as described and depicted on Exhibit "C", attached hereto and incorporated herein by this reference, for the purposes of installing, laying, constructing, maintaining, inspecting, repairing, removing, replacing, renewing, using and operating sewer lines, together with all facilities, connectors and appurtenances ("Sewer Lines"), including the right of ingress and egress with all necessary vehicles and equipment for said purposes. 2. &At, ef 9M. Grantee shall have the right, without notice and without prior institution of any suit or proceeding at law or equity, at all times as may be necessary to enter upon the Real Property to install, lay, construct, maintain, inspect, repair, remove, replace, renew, use and operate the Sewer Lines for the purposes of serving the Real Property and other properties with utility service. Grantee agrees to restore the Real Property as nearly as reasonably possible to its `/ EASEMENT FOR SFWER LINES - 3 of 6 STATE OF WASHINGTON ) ) ss. COUNTY OF KING) certify that I know or have satisfactory evidence that is the person who appeared before me, and said person acknowledged that he/she signed this instrument and acknowledged it to be his/her free and voluntary act, for the uses and acknowledged it as the of , to be the free and voluntary act of such entity, for the uses and purposes mentioned in the instrument. SUBSCRIBED AND SWORN to before me this day of STATE OF WASHINGTON ) ) ss. (Printed Name) NOTARY PUBLIC in and for the State of Washington. My commission Expires COUNTY OF KING) I certify that I know or have satisfactory evidence that is the person who appeared before me, and said person acknowledged that he/she signed this instrument and acknowledged it to be his/her free and voluntary act, for the uses and acknowledged it as the of to be the free and voluntary act of such entity, for the uses and purposes mentioned in the instrument. SUBSCRIBED AND SWORN to before me this day of (Printed Name) NOTARY PUBLIC in and for the State of Washington. My commission Expires 1 EASEHIEN1' FOR SEWER LINES — 4 of 6 STATE OF WASHINGTON ) ) ss. COUNTY OF KING) I certify that I know or have satisfactory evidence that is the person who appeared before me, and said person acknowledged that he/she signed this instrument and acknowledged it to be his/her free and voluntary act, for the uses and acknowledged it as the of , to be the free and voluntary act of such entity, for the uses and purposes mentioned in the instrument. SUBSCRIBED AND SWORN to before me this day of _ , (Printed Name) NOTARY PUBLIC in and for the State of Washington. My commission Expires r r-ASEMENI' FOR SEWER LINES — 5 of 6 OBIT A Lois B, C, and D of the City Renton Lot line adjustment, LUA006-088-LLA, recording number 200702229000002, recorded on Page 144, Volume 219 of Plats. located in Kine County, Washington, EXHIBIT B Commencing at North west of lot B, thence S 0°02'42"W for a distance of 82.40 feet, thence S 29°40'59" E for a distance of 74.70 feet, thence S 49°44'46" E for a distance of 20.51 feet, thence S 88016'10" E for a distance of 276.98 feet, thence N 0°2'42" W for a distance of 30 feet, thence N 88'16'10" W for a distance of 285.70 feet, thence N 29'197' W for a distance of 59.02 feet, thence N 0°2'42" E for a distance of 78.37, thence N 88°1610" W for a distance of 15.01 feet, to the point of origin r EASEMENT FOR SEWER LINES —6 of 6 Vyll,l lj �10�t1 •� m N �fxi O o r +I C) z1.z O o rn X O �I -� o p 94.00' N00'02'-1 F' z TTF Z o \ tv I PUBLIC HwEv LASEWENY w a N i ci m C, CD cu CD p rn Ip I ' 1N oo �'' �' b L �� Fi00'02'41..E 124 CO T G00.02 42"E 1,55 00' �f y o � I 1 o m► m W '� _ m c rn L, ' z y1 D N ', , A ➢ [h O fV � rq Z N L6 vI ,^ a Ui i 20� \w rn n 1A0 \ I ' i rno � v id00'02'42' E 129.C6' c: - LZ N00.0242E 766.96' ' cn O 4 o I rn h) d O m 0 a 4 I v V v L �r N z z ti z z w a a z n LO z A D rn rn iL r r 0 ZO L4 1� i20.05' eu > i S-is ' C Q co � c �cc "•o C, f� —a w n, i rn —i zrn Cd� o .D rnZn Ut 1-I5 I-F1 Lo ,400'02'42"E 17583' A1derNW August 29, 2005 Project No. 40401 - T DEVELOPMENT PLANNING CITY OF RENTON Mr. Patrick Gilroy Landt„rst, Inc. SEP 2 7 2007 1560 140th Avenue NE Suite I00 Bellevue, Washington .98006 RECEIVED Subject: Stream Study WWgewood Lane Division 3 Renton, Washington Dear Mr. Gilroy As requested, we have prepared a stream study for the Wedgewood Lane Division residential development -to be constructed in the City of Renton. We also prepared a Wetland Study for Wedgewood Lane Divisions 1, 2, and 3, dated August 15, 2005. That report describes existing conditions on each of the three proposed divisions with respect to site wetlands. This report addresses the seasonal stream draining across the north end of WedgewoW Lane Division 3 as well as Honey Creek which drains from north to south through the large wet]aeid along the east side of Wedgewood Lane Division 3. The project involves work for construction of a residential subdivision including three separate.divisions as identified on Prom maps by Core Design, Inc. Work for the three divisions will be completed sequentially. This letter is intended to accompany the Weiland Report dated August 15, 2005. GENERAL SITE CONDITIONS At present the Wedgewood Lane property is largely undeveloped except for an existing single family residence and several outbuildings on the northwest corner of the site. The area adjacent to the residence includes lawn and landscaping as well as area which has been in use as horse pasture. Topographically, the property generally slopes gently dawn from the west line of Division 3 toward the wetland along the east side. Soils across the property and on much of the surrounding area are mapped as Alderwood gravelly sandy loam (Soil Survey of King county, Washingtor4 U.S. Soil Conservation Service, 1973). The Alderwood series is made up of moderately wcfl-c red soils that have a weakly to strongly consolidated substratum at depths of between 24 and 40 inches. STREAMS 518 North 59th Street, Seattle, Washington 98103- Phone (206)783-1036 email aldernw(Pcomcast.net Mr. Patrick Gilroy August 29, 2005 Streams are defined in the Renton Municipal Code (RMC 4-11-190) as follows: "STREAM, CREEK, RIVER, OR WATERCOURSE: Any portion of a channel, bed, bank, or bottom waterward of the ordinary high water mark in which fish may spawn, reside, or through which they may pass, and tributary waters with defined beds or bank which influence the quality of fish habitat downstream. This includes_ watercourses_ which_ flow on an intermittent basis or which fluctuate in level during the year, and applies to the entire bed of such watercourse whether or not the water is at peak level. This definition does not include irrigation of ditches, canals, stormwater runoff devices, or other entirely artificial watercourses, except where they exist in a natural watercourse which has been altered by humans or except where there are sa monids". There are two seasonal streams within Wedgewood lane Divison 3. These include the seasonal stream originating along Hoquiam Avenue to the west and draining eastward where it crosses the north end of the project and ingot the large wetland along the east side of the projectr. The upper reaches of Honey Crock drain from south to north through the large wetland. Honey_ Creek This property is within the May Creek drainage sub -basin of the Cedar River Basin. Drainage from the property flows eastward to Honey Crm* which flows from south to north through the wetland on the property to the can, Honey Crock is tributary to May Creek, approximately 2 miles northwest of the property.. The lower reaches of Honey Creek are identified as an unclassified stream on the King County maps. The City of Renton Water Class Map identifies the lower reaches of Hone Creek draining to May Creek as a Class 2 Water. Higher sections extending south and east to Union Avenue are identified as Class 3 water. The stream section extending southward acmes Sunset Avenue and continuing south to SE I I6th St. along the north side of the project area is identified as a Class 4 water. The steam is not shown on the Water Class Map as extending south of SE 116th St. Honey Crock has its head waters within the wetland area to the south of Wedgewood Lane Division 3. It drains north through the wetland and to a 24" diameter culvert in SE 116th Street. Water moves through the wetland within a .defined channel for most of the length across the site. There are short sections where the gradient is more flat, where the channel is broad and poorly defined. At the time of site observations in August, 2005, there was no flow within the stream channel through the wetland and there was no flow through the culvert in SE 116th Street. The stream stretch immediately downstream of Wedgewood lane Division 3 has been identified on the City of Renton Water Class Map as a Class 4 Water. This classification would also apply to the upstream stretch of the stream. The standard buffer assigned for Class 4 water is 3511. No topographic survey has been coimpleted within the wetland area to idne* the location of the drainage channel within the wetland. The 35 foot buffer for the stream is contained within the fifty Boot buffer for the wetland. Project No. 40401 Page No. 2 Mr. Patrick Gilroy August 29, 2005 Smonal ShIgm Corridor There is a seasonal stream which flows fimn the -wedand area off the northwest corner of the Wedgewood Lane - - - - Project eastward and into the larger wetland along the east property- fine.. It .enters _ the -.project area. in=Proposed - Division 3 near the northeast corner of proposed Division 1. It flows approximately 450 feet,from the project boundary across Division 3 within a poorly defined channel before entering an extension of the large off -site wetland. Himalayan blackberry (Rubus discolor) is the predominant vegetation growing over the channel. The intermittent stream crossing Division 3 of the Wcdgewood Larne drains toward the larger off site wetland which includes Honey Creek. As such it meets the criteria for inclusion as a stream. It meets the criteria for designation as a City of Renton Class 4 water, because it is intermittent and does not include salmonid habitat. The standard buffer assigned for Class 4 water is 35ft. The drainage coures is generally about two feet in width as it flows across the property. Himalayan blackberry (Rebus discolor) is present as dense cover for most of the length. A full tree survey has not been completed for the area. - There are few scattered large trees along the stream corridor which would provide shading to the stream. Vegetative Cover Vegetation across the property is generally characterized as Lowland mixed forest. This cover type designation is based on the habitat categories listed in the King County Wildlife Study Guidelines for SEPA (1993). Similar categories are fisted and described in the -King County Wildlife Habitat Profile (19$7). The majority of the property is occupied by second growth mixed forest with variation in the relative cover by conifers and deciduous trees. Predommant trees are Douglas fir (Pseudotsuga menziesti), western red cedar (Thufa plicata), big leaf maple (Acer macrophyllum), red alder (Alms rubra), and black cottonwood (Populus balsamfera). Understory species pnmm include Vine maple (Ater circimrlum), sahnanberry (Rebus spectabilis), and Himalayan blackberry (Rebus discolor). Much of the property bad bean accessible for horse pasture. With the removal of horses, Himalayan blackberry has become established as a predominant shrub species over much of the area. PROPOSED DEVELOPMENT -/STREAM IMPACT'S It is proposed to develop the Wedgewood Lane Division 3 property for construction of a residential development as shown on project maps by Core Design, Inc. The project is being divided into three separate divisions with construction for each division scheduled separately. Sanitary sewer pipe lines and a lift station to be located along SE 116th Street will be constructed in Division 3 to provide service for each of the three divisions. Storm water treatment for each of the three divisions is also being provided in Division 3. Project No. 40401 Page No. 3 Mr. Patrick Gilroy August 29, 2005 S rm Wakir Treatnil9t Facilities Storm water run-off from the developed area will be treated in two separate storm water treatment facilities to be constructed on the east side of the project within proposed Division 3. Construction of the storm water treatment ponds will be completed as an initial construction phase. Construction of the pond berms will involve temporary disturbance to the outer limits of the wetland buffer. The extent of the work for construction of the storm -water treatment ponds is illustrated on drawings prepared by CORE Design and on the Site Development Plan Figure 3. Much of the buffer area affected by the pond construction is currently occupied by Himalayan blackberry with scattered larger trees. A ping plan will be prepared to replant the affected buffer areas with native trees and shrubs. This planting plan will be designed to accelerate the.cstablishmeat of native shrub habitat on the areas. Sariftma SewmCoziaraction Sanitary sewer service for the project will be provided by installation of a lift station along SE.11Gth Street at the north end -of the project. This pump station will direct flows to existing sanitary sewer ling. Construction of the Pipe line to connect with the pump station will rewire crossing a portion of the wetland and buffer irnmediately north of the storm water treatment pond. 71w wetland and buffer at this location has been subject to disturbance in the past and vegetation over the area is dominated by Himalayan blackberry. Construction of the sanitary sewer line will also cross the large off -site wetland and Honey Creek. This crossing is required to provide service for a proposed residential development on the east side of the wetland. Constructionof the pipe line crossing will result in temporary disturbance to the wetland and the seasonal stream channel. As a condition of approval for construction of the sanitary sewer line, the affected areas of the wetland, stream and wetland buffer will be required to be restored. The intent of the restoration plan wi11 be to accelerate the reestablishment of native vegetation on the affected areas of buffer and wetland. A final restoration plan will include the fbilowing elements: Construction 7YmIng. Work to be completed within the stream and wetland should be completed during the time period mid July through August when flows within the stream will be at a minimum. Work should be completed by September to allow surface soils to stabilize before autumn rainy season resumes and the stream flows increase. Before beginning any work in or adjacent to the strearn, construction techniques should be determined and reviewed to assure that the work can be completed quickly and with minimal disturbance. 2. Best Management Practices. The project should be carried out using best management practices including the installation and maintemce of erosion control measures. These measures can include installation of silt fences on either side of the creek to reduce movement of soil and material from the exposed soils of the back filled trenches: use of diversion dam and or pipe to carry surface flows across the disturbed creek bed during construction and until the creek bed is stabilized; construction techniques to Limit the movement and Project No. 40401 Page No. 4 k Mr. Patrick Gilroy August 29, 2005 operation of equipment within the wedand/stream bed; stabilization of disturbed surface soils using straw or other soil stabilization measures immediately after work is completed. 3. Creek Restoration. The creek bed should be restored with the placement of gravels and cobbles. Diversion Pipes should be maintained as necessary until gravels are in place and the creek bed is stabilized. 4. Soil Restoration. Surface soils from the trench should be preserved during excavation and used as the final lift in back filling the trench line. These soils will contain seed and other plant materials which will regrow and provide partial restoration. If there is movement of heavy equipment over the surface soils resulting in compaction, the surface soils should be tilled. S. Vegetation restoration A vegetation restoration planting plan will be prepared when final plans are finalized for the project. This planting plan will include details on the number, spacing and species to be placed on the disturbed soils within the water line easernart area. All plant materials to be included in the planting plan will be native to the area, and to the extent possible species selected will be those native species present on the property. Native trees and shrubs will be included. These plantmp are intended to supplement natural regeneration and to accelerate the establishment of native shrub cover on the distubed area. Over time as the planted trees grow and mature there will be trees included on the area. With the implementation of a restoration plan, the impacts to the buffer and wWand/stream can be mWun=d to the extent. possible and the disturbed areas returned to a stable condition, with native vegetative cover. A final restoration plan will be prepared and submitted for review as final development plans are prepared. Road Connstmcdon Construction of the access road from SE 116th Street into Division 3 will require a crossing of the seasonal stream. Under provisions of Renton Municipal Cade 4-3-050.L84 "construction of vehicular or non -vehicular transportation crossings may be permitted in accordance with an approved supplemental wCam/lake study subject to the following criteria: a) The proposed route is determined to have the least impact on the errvi onment, while meeting City Comprehensive Plan Transportation Elements in RMC 4-6-060; and b) The crossing minimizes the urterruption of downstream movement of wood and gravel; and c) Transportation facilities in buffer areas shall not run parallel to the water body, and d) Crossings occur as near to perpendicular with the water body as possible,; and e) Crossings are designed according to the Washington Department of Fish and Wildlife Fish Passage Design at Road Culverts, 1999, and the National Marine Fisheries Service Guidelines for Salmonid Passage at Stream Crossings, 2000, or as may be updated, or equivalent manuals as determined by the Responsible Official; and Project No. 4040I Page No. 5 Mr. Patrick Gilroy V August 29, 2005 f) Seasonal work windows are determined and made a condition of approval; and Mitigation for the stream crossing is being provided by enhancing the vegetative cover along the stream. Stream Mitigation - - Approximately 40 linear feet of the seasonal streiifn, and approximately 22'000sq.ft of the stream, will be impacted by — construction of the road way. The stream channel and buffer at this location is occupied by dense Himalayan blackberry growth. As a seasonal stream there is no fish habitat which will be affected by construction of the road crossing. Mitigation to compensate for the impact to the seasonal stream for construction of the access road to Division 3 will be provided by enhancing the vegetative cover along the stream cover. Approximately 1801inear feet of the stream channel and more than 8,000sq.ft of the stream buffer is included in the mitigation area. Mitigation work will involve removal and control of the Himalayan blackberry covering the stream. corridor and replanting with native trees and shrubs. This work will be carried out in conjunction with the work in the adjacent wetlands. The Wetland report dated August 15, 2005 provides additional detail regarding the implementation of the buffer and stream enhancement. The final mitigation plan for the project will include: a detailed grading plan, temporary erosion control measures to Protect adjacent areas during construction, a detailed planting plan showing locations, numbers and size of species to be installed, and a maintenance and monitoring plan to be carried out over the three. year period following construction. That plan will include the mitigation design for the stream impacts. We trust the information presented is sufficient for your current needs. Also refer tp the Wetland report dated August 15, 2005 for additional details and discussion of the stream and wetland mitigation If ou hav questions or require additional information, please ca11. Sincerely yours, M erNW 0,4P P. Munger Project Scientist Encl.: Figure I Site Map Project No. 40401 Page No. 6 AlderNW August 15;.2005 Project No. 40401 " OpME�E1`ROc `NG SEC+� pF R Mr. Patrick Gilroy SEP 2 � ZOp� Landtrust, Inc. 1560 - 140th Avenue NE Suite 100 Bellevue, Washington 98006 Subject: Wetland Evaluation Division 1, 2, 3 Wedgewood Lane Hoquiam Avenue Renton, Washington Dear Mr. Gilrov: As requested, we have conducted a wetland evaluation for the property located on the east side of Hoquiarn Avenue between SE 118th Street and SE 121st Street in the City of Renton. The purpose of our work was to identify the limits of the wetland areas on and immediately adjacent to the subject property. We have also reviewed Site Development plans prepared by Core Design, Inc. The project involves work for construction of a residential subdivision including three separate divisions as identified on project maps by Core Design, Inc. Work for the three divisions will be completed sequentially. This report addresses each of the three divisions as one unit. In conducting our site wetland evaluation, we followed the general procedures for the routine on -site methodology as outlined in the Washington State Wetlands Identification and Delineation Manual (March 1997). This procedure involves analysis of vegetation patterns, soil conditions, -and near -surface hydrology in making a determination of wetland conditions. Field work to complete the site evaluation and to identify and mark the limits of the wetland areas on the subject properties was completed over the time period between the initial visits in April and June, 2001, and the present. During many of our site visits we also made note of wildlife species observed on the property. That information and review of published information regarding wildlife and habitats in the Puget Sound Region were used in completing a . critical habitat evaluation for the project. WETLAND EVALUATION PROCEDURES For the purpose of this study, we used the wetland definition adopted by the Environmental Protection Agency (EPA) and the Army Corps of Engineers (COE) for administering Section 404 of the Clean Water- Act. According to this definition, wetlands are: 518 North 59th Street, Seattle, Washington 98103- Phone (206)783-1036 email aidernw@comcast.net Mr. Patrick Gilroy August 15, 2005 "Those areas that are inundated or saturated by surface water or groundwater at a frequency and duration sufficient to support, and that under normal circumstances do support, a prevalence of vegetation typically adapted for life in saturated soil conditions. Wetlands generally include swamps, marshes, bogs, and similar areas." (33 CFR 323) In Washington State, the Shoreline Management Act and Growth Management Act have amended this definition to exclude some wetland situations by adding the following sentences to the wetland definition: Wetlands do not include those artificial wetlands. intentionally created from non -wetland sites, including but not limited to, irrigation and drainage ditches, grass -lined swales, canals, detention facilities, wastewater treatment facilities, farm ponds; and landscape amenities, or those wetlands created after July 1, 1990, that were intentionally created as a result of the construction of a road, street or Highway,. Wetlands may include those artificial wetlands intentionally created from non - wetland areas to mitigate the conversion of wetlands. Delineation procedures are based on diagnostic environmental indicators of wetland vegetation, wetland soils, and wetland hydrology. These procedures, outlined in the Washington State Wetlands Identification and Delineation Manual (March 1997) are commonly known as a Triple Parameter Method. By definition, an area is designated as wetland when there are positive indicators for all three parameters. A listing of plant species has been developed for use in the methodology for delineating wetland areas. This listing assigns plant species to one of five indicator status categories ranging from Obligate wetland species, which almost always occur in wetlands, to Upland species, which rarely occur in wetlands. Under normal conditions, hydrophytie vegetation is determined to be present if more than 50 percent of the dominant species are in the Obligate (OBL), Facultative Wetland (FACW), or Facultative (FAC) indicator categories. Diagnostic indicators of hydric soils are related to soil saturation, which leads to anaerobic conditions in the soil. Under these conditions, decomposition of organic material is inhibited and soil minerals are reduced, creating characteristic soil colors that can be quantified by comparison with Munsell Soil Color Charts. A chroma of one or less in unmottled soils or a chroma of two or less in mottled soils generally indicates a hydric soil. In addition, soils that are saturated during the growing season satisfy a criterion for hydtic soils. We used a hand auger and or shovel to collect soil samples from depths of 8 to 18 inches, or below the A horizon. Wetland hydrology is defined as inundated or saturated soil conditions for at least 14 consecutive days during the growing season. If no water is present at the time of evaluation, other indicators may include topographic low points or channels, flood debris, complete absence of vegetation, or presence of hydric soils. The initial site work for identifying the wetland limits was completed in the spring of 2001. We revisited the site in March and April, 2003, to review site conditions and the previously identified wetland limits for the preparation of this report. Additional visits were conducted in the spring of 2004 to complete the evaluation of southern sections of the project area. Final visits were conducted in spring, 2005, for preparation of this report. GENERAL SITE CONDITIONS The subject property is an irregularly shaped parcel of approximately 22.3 acres located on the east side of Hoquiam Avenue between NE I Qth Street and NE 12 l st Street. It includes several parcels being combined to create the Project No. 40401 Page No. 2 Mr. Patrick Gilroy August 15, 2005 Wedgewood Lane Project. The property is situated within a trdnsitionat neighborhood where existing residences on large lots are being replaced with single-family residential subdivisions. Adjacent properties on the west side of Hoquiam Avenue NE are occupied by existing residential subdivisions. The property to the east is currently undeveloped although applications are in process to King County to develop it as a residential subdivision. Other properties to the north and south are occupied by single family residences. Many of the surrounding properties had been in use for small scale farming primarily as pasture land. At present the Wedgewood Lane property is largely undeveloped except for three single family residences along Hoquiam Avenue on the north end of the project. Topographically, the property generally slopes gently down for Hoquiam Avenue along the west side of the property toward the wetland along the east side. Slopes on the east side of the project are somewhat steeper. Soils across the property and on much of the surrounding area are mapped as Alderwood gravelly sandy loam (Soil Survey of King County, Washingion, U.S. Soil Conservation Service, 1973). The Alderwood series is made up of moderately well -drained soils that have a weakly to strongly consolidated substratum at depths of between 24 and 40 inches. These soils typically form under conifers in glacial deposits. Soil colors of the A Horizon range from very dark brown to dark brown. The B Horizon is typically dark brown, grayish -brown, and dark yellowish -brown. The National Technical Committee for Hydric Soils does not list the Alderwood series as a hydric soil although wetland conditions are common in depressional areas within Alderwood soil units. Our observations across the site outside of the wetlands and away from disturbed areas are generally consistent with the description of the Alderwood soil series. This property is within the May Creek drainage sub -basin of the Cedar River Basin. Drainage from the property flows eastward to Honey Creek which flows from south to north through the wetland on the property to the east. Honey Creek is tributary to May Creek, approximately 2 miles northwest of the property. The lower reaches of Honey Creek are identified as an unclassified stream on the King County maps. WETLAND AREAS Off -Site Wetlands Previous studies have identified the limits of the large wetland along the east side of the property and a smaller area along the northwest corner of the property. The eastern property line is being defined along the limits of the wetland area. This wetland has been identified and categorized in previous reports and submitted- to King County for their review. A previous report for a project identified as Ironwood Lane, dated April 29, 2003, was prepared by AlderNW describing the wetland adjacent to the north end of the Wedgewood Lane project. The portion of the wetland along the south end of the project was identified and described in a report for the East Renton Property dated April 3, 2001. These reports were submitted to King County and the wetland limits as identified on project maps were reviewed and accepted as accurate by King County Department of Development Staff. Project No. 40401 Page No. 3 Mr. Patrick Gilroy August 13, 2005 This wetland has been designated as a King County Class 2 wetland in accordance with the King County Sensitive Area Ordinance in effect at the time of the Ironwood and Renton East project applications. The wetland has been assigned a fifty foot buffer. This buffer is consistent with current City of Renton Sensitive Area requirements for City of Renton Category 2 wetlands. There is also a wetland area situated off the northwest corner of the project adjacent to Hoquiam Avenue. That wetland was identified and described in a report dated May 13, 2003 for a smaller Wedgewood Lane project.. The boundary line for the northwest corner of the Wedgewood Lane project is being defined along the previously designated and accepted wetland limits. This wetland has been designated as a City of Renton Category 3 Wetland. It meets the Category 3 criteria because it is larger than 5,000sq.ft. and has been disturbed by the creation of the ditch line draining out of the wetland. The wetland hydrology has been modified by construction of Hoquiam Avenue and the road side ditch draining into the wetland. The outlet has been modified by the excavated ditch line. It has also been partially filled and vegetation has been altered by the past agricultural activity along the north side of the wetland. In accordance with City of Renton Critical Regulations this wetland has been assigned a 25 foot buffer measured from the edge of the wetland. This wetland drains to the east onto the property immediately to the east. A report dated January 23, 2005, prepared by AlderNW describes the wetland where it crosses the adjacent Rutledge property. As part of the wetland area identified in the previous reports, this section of the wetland is categorized as a City of Renton Category 2 Wetland. There is a small area located off the property to the east of Division 2. The wet area appears to have been partially graded to create a shallow depression. This shallow depression does not appear to exteod eastward to the larger wetland. It is unclear from observations looking from the Wedgewood Lane, Division 2 property what, conditions may be present further to the east. Based on our observations it appears that the westward limits of the possible off -site wetland extend to approximately 25 feet of the eastern boundary of proposed lot 13. This estimate is based on the observed limits of the more dense growth of soft rush. As a disturbed wetland separated from the larger wetland to the east, it is our interpretation that the area in question would be designated as a City of Renton Class 3 Wetland. The standard buffer for a Class 3 wetland is 25ft. Site Wetlands There are three wetland areas within the property boundaries as shown on project maps. Two of these, Wetlands A and B, are small isolated areas with areas of 1,998sq.ft and 5,887sq.ft respectively. The third wetland is part of the wetland identified on the Rutledge property to the west. It occupies an area of approximately 1,590sq.ft on the Wedgewood Lane project. Welland A Wetland A is a small wetland located near the middle of the eastern portion (Division 3) of the property. It has an overall area of 1,998sq.ft. Vegetation within the wetland includes an overstory of red alder, black cottonwood and Project No. 40401 Page No. 4 Mr. Patrick Gilroy August 15, 2005 western red cedar. Understory shrub species include salmonberry and Himalayan blackberry. There is sparse groundcover below the dense shrub and tree cover. Hydrologically this wetland is supported by seepage into the upper (west) end of the area. At the time of observations in March and April, 2003, there was shallow surface water within the wetland and there was some surface movement within the area. Surface water dissipates and infiltrates as it moves through the wetland so there is no defined surface outlet from the area. This wetland was reviewed and accepted as accurately depicted, by King County Department of Development and Environmental Services staff. It is our interpretation that the wetland would satisfy the criteria for designation as a City of Renton Category 3 wetland. Category 3 wetlands are: wetlands greater than five thousand (5,000) square feet which meet one or more of the following criteria: "(a) Wetlands that are severely disturbed. Severely disturbed wetlands are wetlands which meet the following criteria: Are characterized by hydrologic isolation, human -related hydrologic alterations such as diking, ditching, channelization and/or outlet modification; and Have soils alterations such as the presence of fill, soil removal and/or compaction of soils; and May have altered vegetation. (b) Wetlands that are newly emerging. Newly emerging wetlands are: Wetlands occurring on top of fill materials; and Characterized by emergent vegetation, low plant species richness and used minimally by wildlife. These wetlands are generally found in the areas such as the Green River Valley and Black River Drainage Basin. (c) All other wetlands not classified as Category 1 or 2 such as smaller, high quality wetlands." The wetland meets the criteria for designation as a Category 3 wetland on the basis of item (c) of the definition criteria. It does not meet the criteria as a Category 2 wetland because it is small and isolated. with an area of less than 2,200sq.ft the wetland can be filled if "Some form of mitigaiion for hydrologic and water quality functions, for example stormwater treatment or landscaping or other mitigation." Mitigatin is being provided in the design of the stormwater treatment system to provide water quality treatment. Additional mitigaiton is being provide by enhancing the vegetative cover over the seasonal stream crossing Division 3. Wetland B Wetland B is a small isolated wetland of 5,887sq.ft, located near the southwest corner of Division 3. It is situated within a shallow depression with no defined inlet or outlet. During an initial site visit in July 2001, soils Nvithin the central and lowest portions of the wetland were wet to saturated, although there was no surface water. in September, 2003, surface soils were dry to moist. Equipment moving through the area created a rutted and hummocky topography within the wetland. In January, 2005, there was shallow standing water within the wetland. Project No. 40401 Page No. 5 Mr. Patrick Gilroy August 15. 2005 Soils within the wetland are generally dark grayish brown (IOYR4/2) with mottling, to dark gray 10YR4/1) sandy loam. Surface soils had been disturbed and were saturated to near the surface at the time of our observations in January, 2003. Soils immediately outside the marked wetland limits were generally dark yellowish brown (IOYR414) or brown 10YR3/4) with and without slight mottling. The ' wetland boundary was determined on the basis of differences in soil conditions where there was a transition between hydric soils having chroma i or 2 (1 OYR4/2 and 1 OYR4/ 1), to non-hydric soils having chroma 3 or 4 (1 OYR3 and I OYR4/4). Vegetation within the wetland is dominated by dense black cottonwood trees. Himalayan blackberry, and evergreen blackberry (Rubus lacfnfatus) are the predominant shrub species present. Also present is a smaller patch of hardback spirea (Spfraea douglasff) and some willows (Salfx spp.). Herbaceous species present include reed canarygrass (Phalarfs arundfnacea) and other grasses, soft rush (Juncus ef, jfusus), and creeping buttercup (Ranunculus repens). It is our interpretations that the wetland would satisfy the criteria for designation as a City of Renton Category 3 wetland. Category 3 wetlands are: wetlands greater than five thousand (5,000) square feet which meet one or more of the following criteria: "(a) Wetlands that are severely disturbed. Severely disturbed wetlands are wetlands which meet the following criteria: Are characterized by hydrologic isolation, human -slated hydrologic alterations such as diking, ditching, channelization and/or outlet modification; and Have soils alterations such as the presence of fill, soil removal and/or compaction of soils; and May have altered vegetation. (b) Wetlands that are newly emerging. Newly emerging wetlands are: Wetlands occurring on top of fill materials; and Characterized by emergent vegetation, low plant species richness and -used minimally by wildlife. These wetlands are generally found in the areas such as the Green River Valley and Black River Drainage Basin. (c) All other wetlands not classified as Category l or 2 such as smaller, high quality wetlands." The wetland meets the criteria in terms of the level of disturbance, for designation as a Category 3 wetland, rather than a Category 2 wetland. Wetland C Wetland C within Division 3 of the Wedgewood Lane project is part of the wetland described for the Rutledge property to the west. It occupies an area of approximately 1,690sq.ft. on the property. Hydrologically this wetland receives surface water runoff from the adjacent areas and drainage which passes through the wetland to the west. Drainage from the wetland is to the east into the seasonal stream which drains across Division 3 and into the large wetland and Honey Creek. Project No. 40401 Page No. 6 Mr. Patrick Gilroy August 15, 2005 Vegetation within the wetland is dominated by closely grazed pasture grasses and creeping buttercup (Ranunculus repens). As an extension of the previously described wetland to the west it meets the criteria for designation as a City of Renton Category 3 wetland. Seasonal Stream Corridor There is a seasonal stream which flows from the wetland area off the northwest comer of the Wedgewood Lane Project eastward and into the larger wetland along the east property line. For most of its length it is outside of the project boundary. It enters the project area in Proposed Division 3 near the northeast corner of proposed Division 1. It flows approximately 450 feet from the project boundary across Division 3 within a poorly defined channel before entering an extension of the large off -site wetland. Himalayan blackberry (Rubes discolor) is the predominant vegetation growing over the channel. Streams are defined in the Renton Municipal Code (RMC 4-11-190) as follows: "STREAM, CREEK, RIVER, OR WATERCOURSE: Any portion of a. channel, bed, bank, or bottom waterward of the ordinary high water mark in which fish may spawn, reside, or through which they may pass, and tributary waters with defined beds or bank which influence the quality of fish habitat downstream. This includes watercourses which flow on an intermittent basis or which fluctuate in level during the year, and applies to the entire bed of such watercourse whether or not the water is at peak level. This definition does not include irrigation of ditches, canals, stormwater runoff devices, or other entirely artificial watercourses, except where they exist in a natural watercourse which has been altered by humans or except where there are salmonids". The intermittent stream crossing Division 3 of the Wedgewood Lane drains toward the larger off -site wetland which includes Honey Creek. As such it meets the criteria for inclusion as a stream. It meets the criteria for designation as a City of Renton Class 4 water, because it is intermittent and does not include salmonid habitat. The standard buffer assigned for Class 4 water is 35ft N ILDLIFE HABITAT We have completed a wildlife and habitat evaluation of the project area, The purpose of our work was to document the existing site conditions to identify habitats and potential wildlife use of the property. This work was undertaken to determine if there are critical habitats on the property which would be subject to regulation under Renton City Code which identifies critical habitats as: ":those habitat areas which meet any of the following criteria: i. The documented presence of species proposed or listed by the federal government or State of Washington as endangered, threatened, sensitive, monitor, or priority; and/or ii. The presence of heron rookeries or raptor nesting areas; and/or iu. Category 1 wetlands (refer to. subsection 137b(i) of this Section for classification criteria); and/or Project No. 40401 page No. 7 Mr. Patrick Gilroy August 15, 2005 iv. Portions of streams and their shorelines designated in the Renton Shoreline Master Program, RMC 4-3-090, as Conservancy or.Natural (refer to the Renton Shoreline Master Program). c. Mapping: i. Critical habitats are identified by lists, categories and definitions of species promulgated by the Washington State Department of Fish and Wildlife (Non -game Data System Special Animal Species) as identified in WAC 232-12-011; in the Priority Habitat and Species Program of the Washington State Department of Fish and Wildlife; or by rules and regulations adopted currently or hereafter by the U.S. Fish and Wildlife Service. ii. Referenced inventories and maps are to be used as guides to the general location and extent of critical habitat. Critical habitat which is identified in subsection B5b of this Section, but not shown on the referenced inventories and -naps, are presumed to exist in the City and are also protected under all the provisions of this section. iii. The actual presence or absence of the criteria listed above as determined by qualified professionals, shall govern the treatment of an individual building site or parcel of land requiring compliance with these regulations." During the course of site visits to complete the wetland site evaluation we also made notes regarding observation of wildlife species observed on the site. We also visited the site in January, 2005 to complete our site observations of wildlife and habitats. The subject property has two general vegetation cover types that provide habitat for different groups of wildlife species. Lowland mixed forest is the predominant vegetation cover type across the property. There is also a smaller area of suburban residential development present adjacent to the existing homes along Hoquiarn Avenue SE. These cover types are based on the habitat categories listed in the King County Wildlife Study Guidelines for SEPA (1993). Similar categories are listed and described in the King County Wildlife Habitat Profile (1987). The majority of the property is occupied by second .growth mixed forest with variation in the relative cover by conifers and deciduous trees: Vegetation on the western sections of the property is generally dominated by deciduous trees primarily red alder and black cottonwood. Trees on this section are generally in younger stands. There has been less recent disturbance on the eastern sections of the property and the trees here are larger and there is a more even mix of deciduous and conifer trees. Predominant trees are Douglas fir, western red cedar, big leaf maple and black cottonwood. Wildlife We have prepared a listing of wildlife species (Table 1) observed or likely to be present on the property. This listing is based on species occurrences noted in King County Wildlife Habitat Profile (1987) and on personal experience. Amphibians and Reptiles Other than the Pacific chorus frog (Pseudacris regilla), no amphibians were observed during our site visits. These species are generally inactive during fall and winter and are most frequently encountered during spring and summer. The cover types on this property, particularly the forested wetland and adjacent second -growth forest, should provide habitat for several other species of amphibians. The most likely species are the northwestern salamander Project No. 40401 Page No. 8 Mr. Patrick Gilroy August 15, 2005 (Ambystoma gracile) and long -toed salamander (Ambystoma macrodactylum). The presence of amphibians on the site is related to the wetland areas located adjacent to the subject property. The most likely reptiles to be found in the'habitats available on this property are the northern alligator lizard (E7garia coerulea) and garter snakes (Thamnophis spp.). Table 1 lists other amphibians and reptiles that could be expected in the habitats present on this site. The species listed in Table 1 are based on tables provided by King County (1987) for the habitats described above and on our evaluation of the existing site conditions. Birds Because of their high levels of daytime activity and vocalizations, birds are the most commonly encountered group of vertebrates. Some of the commonly observed species on the Wedgewood Lane site were the black -capped chickadee (Parrs atricappilus), American robin (Turdus migratorius), winter wren (Troglodytes troglodytes), and song sparrow (Melospiza melodia). A large number of migratory songbirds including flycatchers, warblers, and vireos are expected on this site during the breeding season. The most likely raptors to use this site are the great horned owl (Buho virginianus), Cooper's hawk (Accipiter cooperi), and red-tailed hawk (Buteo jamaicensis). A red-tailed hawk nest has been located in a large cottonwood tree within the wetland on the Renton East project. Table 1 lists other bird species expected in the habitats available on this property. Mammals Most mammals tend to be secretive and nocturnal, and our observations reflect a relatively small proportion of species that may actually exist on the subject property. We observed coyote (Canis latrans)'scat on trails around the property. A large nest, probably built by an eastern gray squirrel (Sciurus carolinensis), was located in the deciduous forest near the north side of the property. Other common mammals that are likely to be present on the site include opossum (Didelphis virginiana), deer mouse (Peromyscus maniculatus), and raccoon (Procyon lotor). Several species of bats are also likely to be present in these habitats during the summer. Table 1 lists other mammal species expected to occur in the habitats available on this site. Threatened Endangered, or Sensitive TES Species Critical Habit Two wildlife species included on Washington State listings of TES could be found on or in the vicinity of the subject property. These include the Bald eagle (Haliaeetus leucocephalus), and pileated woodpecker (Dryocopus plleatus). Neither of these species is listed as threatened in the state of Washington. The closest aquatic habitat which might support either bull trout or Chinook salmon (Oncorhynchus tshawytscha), is in May Creek approximately 2 miles north of the property. Honey Creek where it is present within the wetland along the east side of the project does not include habitat for either Chinook salmon or bull trout. Bald eagles are found throughout the Puget Sound region. They are most commonly observed along lake or river shores although they may be found foraging over a large area and may roost in larger trees away from bodies of Project No. 40401 Page No. 9 rYlr. rdt[JUx \ LIAPy . August 15, 2005 water. No bald eagles were observe on or near the project site. The project site is away from any large bodies of water where they would be likely to build nests. Pileated woodpeckers generally inhabit mature and old -growth forests, or second -growth forests with sufficient large snags and fallen trees (Rodrick and Milner 1991). Pileated woodpeckers are also reported to use open woodlands, parks, and wooded suburbs (Ehrlich et al. 1988) and are regularly seen in those habitats in King County. They excavate cavities in snags or large dead branches for nesting and usually make a new nest cavity every year. Nest snags are usually greater than 27 inches in diameter and taller than 87 feet. There are few large snags within the subject property which would be likely to be used by pileated woodpecker. During our site visits we did not note the presence of any individuals nor did we note any trees with characteristic pileated woodpecker foraging cavities. There is not extensive habitat area on the property which is suitable for pileated woodpecker foraging. Great blue herons are not included on the Washington State TES lists although the presence of heron rookeries is identified as a critical habitat in the City of Renton. No great blue herons were observed on the site during our site visits and there are no heron rookeries in the near vicinity of the project site. Red-tailed hawks are likewise not included on the Washington State TES lists although raptor nests are identified as critical habitat in the City of Renton. A red-tailed hawk nest has been identified in a large black cottonwood tree within the wetland off the property to the east. New construction for the project will be approximately 100ft or more from the nest tree. Based on our review of existing site conditions it is our conclusion that there are no critical habitat areas as defined in the City of Renton codes, within the Wedgewood Lane project boundary. PROPOSED DEVELOPMENT -- WETLAND/STREAM IMPACTS It is proposed to develop the 22.3 acre property for construction of a 105 lot residential development as shown on project maps by Core Design, Inc. and on the Site Development Plan (Figure 3 and 3A). The project is being divided into three separate divisions with construction for each division scheduled separately. Storm Water Treatment Facilities Storm water run-off from the developed area will be treated in two separate storm water treatment facilities to be constructed on the east side of the project within proposed Division 3. Construction of the storm water treatment ponds will be completed as an initial construction phase. Construction of the pond berms will involve temporary disturbance to the outer limits of the wetland buffer. The extent of the work for construction of the storm -water treatment ponds is illustrated on drawings prepared by CORE Design and on the Site Development Plan Figure 3. Much of the buffer area affected by the pond construction is currently occupied by Himalayan blackberry with scattered larger trees. Project No. 40401 Page No. 10 Mr. Patrick Gilroy August 15, 2005 A planting plan will be prepared to replant the affected buffer areas with native trees and shrubs. This planting plan will be designed to accelerate the establishment of native b habitat on a areas. J ��� n6 Sanitary Sewer Construction (•� Sanitary sewer service for the project will be provided by installation of a lift station along SE 116th Street at the north end of the project. This pump station will direct flows to existing sanitary sewer lines. Construction of the pipe line to connect with the pump station will require crossing a portion of the wetland and buffer immediately north of the storm water treatment pond. The wetland and buffer at this 1 tion has been subject to disturbance in the past and vegetation over the area is dominated by Himalayan blackberry. Construction of th sanitary er line will also cross the large wetland along the east side of Wedgewood Lane Division 3) Cs with the areas disturbed for construction of storm water treatment facilities, a planting plan will be implemented for restoration of the disturbed areas. Restoration of the area affected by construction of the sanitary sewer line will include lacement of topsoil as the final lift tgpTovide suitable soil for establishment and growth of the native plant material The pump station is being designed to serve other new development on the east side of the large wetland. The pipe line to serve those areas east of the wetland will cross the large wetland as shown on project maps. Road Construction Construction of the road system serving the three Wedgewood Lane Divisions will affect the wetland or stream on the property at four locations. Construction of the access road from SE 116th Street into Division 3 will require a crossing of the seasonal stream. Under provisions of Renton Municipal Code 4-3-050.L8a "construction of vehicular or non -vehicular transportation crossings may be permitted in accordance with an approved supplemental streamllake study subject to the following criteria: a) The proposed route is determined to have the least impact on the environment, while meeting City Comprehensive Plan Transportation Elements in RMC 4-6-ii60; and b) The crossing minimizes the interruption of downstream movement of wood and gravel; and c) Transportation facilities in buffer areas shall not run parallel to the water body; and d) Crossings occur as near to perpendicular with the water body as possible; and e) Crossings are designed according to the Washington Department of Fish and Wildlife Fish Passage Design at Road Culverts, 1999, and the National Marine Fisheries Service Guidelines for Salmonid Passage at Stream Crossings, 2000, or as may be updated, or equivalent manuals as determined by the Responsible Official; and Project No. 40401 Page No. I 1 Mr. Patrick Gilroy August 15, 2005 f) Seasonal work windows are determined and made a condition of approval; and Mitigation for the stream crossing is being provided by enhancing the vegetative cover along the stream. Continuation of the roadway to the south toward the south will fill Wetland A. Mitigation for the impact to the small isolated wetland is being provided in the design of the storm water treatment facility and with additional enhancement plantings along the seasonal stream corridor. Grading for construction of the access roadway further to the south through Wedgewood Lane will involve some fill placement over the outer margin of the buffer to for the roadway berm. This affected buffer area will be restored with plantings of native trees and shrubs, Construction of the Access road to Division 2 from Hoquiam Avenue will require unavoidable impact to Wetland B. The location of the entrance road is defined by the location of SE 121st Street. Because of the requirement to match new roads with existing intersections there is no alternative location for the roadway to enter the project. With the required impacts from construction of the road it .is less feasible to maintain the small isolated wetland as a small patch surrounded by the development. Mitigation for the wetland impact will be provided by creation of new wetland adjacent to the large existing wetland along the east side of Division 3. This wetland will have greater function as part of the larger wetland area and can be satisfactorily maintained within the developer) project. The City of Renton requires that "Me overall goal of any compensatory project shall be no net loss of wetland function and acreage and to strive for a net resource gain in wetlands over present conditions. The concept of "no net loss" means to create, restore and/or enhance a wetland so that there is no reduction to total wetland acreage and/or function." The Critical Area Regulations provide guidance for determining appropriate'compensatory mitigation ratios to meet the mitigation goals. Mitigation can be provided by creation of new wetland or by a combination of wetland creation and enhancement of an existing wetland. The standard mitigation ratio for impacts to Category 3 forested wetlands is 1.5 : 1 (Wetland Area Created : Wetland. Area Impacted). This ratio can be adjusted where a combination of wetland creation and wetland enhancement is proposed. If a combination of creation and enhancement is to be used; the mitigation shall include wetland creation at a.minimum ratio of 1 : 1 and wedand enhancement at a ratio of 1 : 1. Wetland/Stream Mitigation Concept, Mitigation for the impact to Wetland B in Division 2 will be carried out within Division 3. For construction of the roadway, 5,887sq.ft of the wetland habitat will be impacted. Mitigation for the impact to the wetland will be provided by creation of a minimum of 5,887sq.ft. of new wetland and enhancement of a minimum of 5,887sq.ft of existing wetland within Division 3. Areas selected for the wetland mitigation are shown on the Site Development Plan Figure 3 and on the Mitigation Area Map (Figure 4). Wetland Mitigation There are two areas identified to provide for wetland creation to satisfy the mitigation requirement. The southern of these two areas is adjacent to the large wetland along the east side of the property. This area is currently occupied by dense Himalayan blackberry. A portion of the area is occupied by pasture grasses. Project No. 40401 Page No. 12 Mr. Patrick Gilroy August 15. 2005 The second of the two areas is located between the two westward extensions of the large wetland. This area is primarily vegetated in Himalayan blackberry with some scattered black cottonwood trees. Wetland Creation over both of these areas will be accomplished by shallow excavation to allow overflow from the wetland into the wetland creation area- The combined mitigation area is approximately 6,100sq.ft. The boundaries -of the wetland creation areas will be adjusted'in the final mitigation design to incorporate existing features. These two areas idcntified for wetland creation will provide the required 1.1 replacement ratio as required. In accordance with the City of Renton Wetland regulations additional mitigation in the form of wetland Enhancement is also being provided. We have identified two wetland areas where it will be feasible to provide mitigation through enhancement of the existing wetland. These include approximately 2,700sq.ft of the existing wetland C, and approximately 3,100sq.ft of the existing wetland at the lower end of the seasonal stream. A minimum of 5,887sq.ft of wetland will be enhanced on these two locations. Wetland C has been impacted by its use as horse pasture. Enhancement of the area will involve soil preparation by tilling the surface soils, planting the area with native trees and shrubs, and a maintenance program over five years to control the growth of invasive species. The wetland at the lower end of the seasonal stream is currently occupied by Himalayan blackberry. Enhancement of this existing wetland will be carried out by removing and then controlling the growth of Himalayan blackberry and other invasive species. Plantings of native trees and shrubs will be made on the area to accelerate the establishment of a native habitat. The mitigation work to enhance the wetland area will also include the surrounding the enhanced wetland areas. Stream Mitigation Mitigation to compensate for the impact to the seasonal stream for construction of the access road to Division 3 will be provided by enhancing the vegetative cover along the stream cover. Mitigation work will involve removal and control of the Himalayan blackberry covering the stream corridor and replanting with native trees and shrubs. This work will be carried out in conjunction with the work in the adjacent wetlands. Goals and Objectives With implementation of the proposed mitigation design concept, the wetland functions impacted by the limited filling will be replaced by creation of 5,887sq.ft of new wetland and by enhancing approximately 6000sq.ft of existing disturbed wetland area. Proposed wetland mitigation areas are shown on the Site Development Plan (Figure 3), and on the Schematic Mitigation Plan (Figure 4). The outline and specific locations of the mitigation will be selected in the field as the final design plans are being prepared. The areas shown are somewhat larger than the minimum requirements to illustrate the general location and concept of the proposed mitigation. To a large extent the wetland hydrology functions, will be mitigated by excavation tocreate new wetland area. This excavation to create new wetland area will expand the surface area and capacity for storage within the wetland to replace the hydrological function of the wetland area to be impacted. Water quality improvement functions will be mitigated with the reestablishment of native vegetation including herbaceous growth within the wetland creation area. Project No. 40401 Page No. 13 Mr. Patrick Gilroy August 15, 2005 The general goal of the mitigation plan is to create a wetland/stream habitat area which has comparable or greater function as is found in the existing wetland and stream to be impacted. This goal will be accomplished by replacing the area to be filled with new wetland, and by enhancing portions of the existing wetland and buffer. With completion of the mitigation design plan the total wetland area on the project will be expanded. In addition to the wetland mitigation involving wetland creation and enhancement of existing disturbed wetland, approximately 31,000sq.ft of the stream and wetland buffer will be enhanced by controlling the growth of non native weedy species and planting on native trees and shrubs. The wetland mitigation design involves four general objectives: Establish new scrub -shrub wetland habitat which mimics native plant communities on a minimum of 5,887sq.ft. of created wetland area, having a minimum of four wetland shrub species and two wetland tree species. 2. Control the growth of invasive plants, including Himalayan blackberry and Scot's broom on the areas included in the mitigation plan. 3. Enhance existing wetland area occupied by emergent habitat to establish 4,650sq.ft of scrub -shrub habitat with a minimum of four native shrub species and three native tree species. 4. Enhance Existing steam and wetland buffer area. Enhancement involves control of non native weedy species and establishment of native shrub growth on the buffer. Tress will be included in the planting plan so that a forest component will be established over time. Wetland Hydrology/Water R ime The areas designated for the wetland creation and enhancement will be hydrologically supported by natural drainage patterns. In addition, the proposed grading for wetland creation will intercept the shallow perched water table which is present across the site to create wetland hydrological conditions. The grading plan for the new wetland area will be designed to match the elevations in the adjacent wetland with the intent of allowing surface and subsurface water to spill into the newly created wetland area. The hydrological objective of the mitigation design is to maintain saturated soils to within 12 inches of the surface within the wetland creation area at least until May l of each year. WETLAND MITIGATION MONITORING Standards of Success Project No. 40401 Page No. 14 Mr. Patrick Gilroy August 15, 2005 A determination of the success in achieving the buffer/wetland mitigation goals and objectives will be based on the following standards: A minimum 80-percent average native vegetative cover of trees and shrubs throughout the mitigation areas at the end of the three year monitoring period. Plant species composition should meet the intent of the mitigation goals. 2. One hundred percent survival of planted shrubs at the end of the first year. Any plant materials that have not survived should be replaced during the first year. Eighty percent survival of planted trees and shrubs at the end of years 2 and 3. This survival rate is established as a goal and may be adjusted where natural regeneration and growth has resulted in minimum plant cover, as defined in Item 1. Weedy and invasive species, such as reed canarygrass and Himalayan blackberry, will not be considered suitable substitutes for the planted species. 4. Less than ten percent cover will be maintained within the designated mitigation areas by invasive weedy species at the end of each growing season during the three year monitoring period. Saturated soils to the surface throughout the limits of the wetland creation areas at least until May 1, measured consecutively, for each year during the monitoring period. A minimum of three native scrub -shrub species within the wetland creation area'and two tree species on the enhanced buffer areas. Sampling Methods Vegetative cover will be sampled by measurements along 50-foot long permanently established transects. Data to be collected on these transects include surviving plant numbers and aerial coverage by species. These transects will be located to provide adequate sampling of the different vegetation zones in the mitigation area. A minimum of five transects will be established to sample the buffer and wetland mitigation areas. Permanent stakes win identifythe end points of each transect. In addition to the sample transects, permanent photo points will be established from which the mitigation area can be photographed. These photos will provide a pictorial record of the development of the area over time and will be used to supplement the quantitative sample transects. Monitoring Schedule The project biologist shall provide construction inspection services during implementation of the mitigation plan to ensure that mitigation design objectives are being met. It is important that wetland biologist provide observation and consultation services when work is underway within mitigation areas. This is to assure that enhancement design is Project No. 40401 Page No. 15 Mr. Patrick Gilroy August 15, 2005 being appropriately interpreted and to be available to provide consultation and make adjustments in the event changed conditions are encountered and to identify the specific limits of work. An initial report describing the as -built conditions will be prepared for submittal to City of Renton when construction work has been completed. This report will be prepared upon completion of the plantings for the project and will identify the work completed and document the baseline conditions for defining the success of the project in subsequent monitoring reports. Follo«ring completion of the project and acceptance of the plantings the mitigation area will be -monitored on the following schedule. 30 days after completion 2. During the month of April of the first year after installation of the plant materials. 3. During June or July of the second year after installation. a. Final inspection of the mitigation project, three years after the mitigation plantings were installed and the mitigation work accepted as complete. The wetland biologist will monitor the project on the above schedule and prepare written reports addressing the survivability and growth of plant materials, as well as any recommendations for maintenance or remediation. These reports will be submitted to City of Renton within two weeks of completing each monitoring visit. The wetland biologist will prepare a final report at the end of the three year monitoring period to be submitted within thirty days of completing the final mitigation inspection. This final report will address the success of the project in meeting the project objectives. Care and Maintenance The mitigation areas shall be examined periodically to determine the possible invasion of weedy pest species such as Scot's broom, reed canarygrass, English ivy, and Himalayan blackberry, which compete with more desirable native species. These pest species shall be controlled as they appear on the buffer enhancement area. Reed canarygrass can be periodically cut to control its growth, and blackbery can be physically pulled out or cut down. Red alder and black cottonwood, or other tree seedlings which may become established shall be thinned to 8 ft. to 12 ft. centers. Irrigation will be required during the first summer and possibly during the second summer after installation. Water shall be applied as necessary depending on rainfall and soil moisture conditions. irrigation may be provided by installation of temporary irrigation pipes or by water trucks. Requirements for replacement of dead plant materials shall be identified during the monitoring inspection. Replanting as necessary will be carried out during the dormant season. Trash and effects of vandalism shall be removed as soon as possible after appearance in the area. Project No. 40401 Page No. 16 Mr. Patrick Gilroy August 15, 2005 CLOSING We have prepared this wetland evaluation report and mitigation concept for preliminary review and to demonstrate the feasibility of providing mitigation to compensate for the wetland area which will be impacted by the proposed development. A final mitigation plan will be prepared for the project as preliminary approvals are obtained and when final design plans are being prepared. The final mitigation plan for the project will include: a detailed grading plan, temporary erosion control measures to protect adjacent areas during construction,. a detailed planting plan showing locations, numbers and size of species to be installed, and a maintenance and monitoring plan to be carried out over the three year period following construction. We trust the information presented is sufficient for your current needs. If you have any questions or require additional information, please call. Sincerely yours, AlderNW � P Garet P. Munger Project Scientist Encl.: Table I Animal Species Observed or Expected On -Site Figure 1 Site Map Sheet 1 of 2 Existing Conditions Map Sheet 2 of 2 Division 3 Mitigation Areas Project No. 40401 Page No. 17 0 TABLE 1 ANIMAL SPECIES OBSERVED OR EXPECTED ON -SITE Wedgewood Lane Renton, Washington Common Name Scientific Name AMPHOUNS Northwestern Salamander Ambvstomagracile X Long -toed Salamander Ambystoma macrodactylum X Rough -skinned Newt Taricha granulosa X Ensatina Ensatina eschscholtzii X Western Toad Bufo boreal X Pacific Chorus Frog ** Pseudacris regilla X REPTILES Northern Alligator Lizard Elgaria coerulea X Common Garter Snake ** Thamnophis sirtalis X W. Terrestrial Garter Snake Thamnophis elegans X Northwestern Garter Snake Thamnophis ordinoides X BIRDS Sharp -shinned Hawk Accipiter striatus X Cooper's Hawk Accipiter cooperi X Red-tailed Hawk ** Buteo jamaicensis X American Kestrel Falco sparverius X Rock Dave ** Columba livia X TABLE I (CONTINUED) ANIMAL SPECIES OBSERVED OR EXPECTED ON -SITE Common Name BIRDS (Continued) Band -tailed Pigeon Common Barn -owl Western Screech -owl Great Homed Owl Rufous Hummingbird ** Downy Woodpecker ** Northern Flicker ** Pileated Woodpecker Western Wood Pewee Willow Flycatcher Hammond's Flycatcher Pacific Slope Flycatcher Tree Swallow ** Violet -green Swallow *• N. Rough -winged Swallow ** Cliff Swallow Barn Swallow ** Steller's ]ay ** American Crow ** Black -capped Chickadee Chestnut -backed Chickadee Bushtit * * Red -breasted Nuthatch ** Brown Creeper Bewick's Wren * • Winter Wren ** Golden -crowned Kinglet ** Ruby -crowned Kinglet ** Swainson's Thrush Hermit Thrush ** American Robin ** Varied Thrush ** Cedar Waxwing European Starling ** Solitary Vireo Hutton's Vireo Wedgewood Lane Renton, Washington Scientific Name Columba fasciata Tyto alba Otus kennicottii Bubo virginianus Selasphorus rufus Picoides pubescens Colaples auratus Dryacopus pileatus Contopus sordidulus Empidonax trailin Empidonax hammondil Empidonax difcilis Tachycineta bicolor Tachycineta thalassina Stelgidopteryx serripennis Hirundo pyrrhonota Hirundo rustica Cyanocitta stelleri Corvus brachyrhynchos Parus atricappilus Parus rufescens Psaltriparus minimus Silla canadensis Certhia americana Thryomanes bewickii Troglodytes troglodytes Regulus satrapa Regulus calendula Cathwws ustulatus Catharus guttatus Turdas migratorius Ixoreus naevius Bombycilla cedrorum Sturnus vulgaris Vreo solitarius I'ireo hultoni TABLE 1 (CONTINUED) ANIMAL SPECIES OBSERVED OR EXPECTED ON -SITE Common Name BIRDS (Continued) Warbling Vireo Red-cyed Vireo Orange -crowned Warbler ** Yellow Warbler Yellow -romped Warbler Black -throated Gray Warbler McGillivray's Warbler Common Yellowthroat WiIson's Warbler Western Tanager Black -headed Grosbeak Rufous -sided Towhee ** Song Sparrow ** White -crowned Sparrow *� Dark -eyed Junco ** Red -winged Blackbird •* Brown -headed Cowbird Purple Finch House Finch Pine Siskin ** American Goldfinch ** Evening Grosbeak House Sparrow * * MAMMALS Common Opossum. Trowbridge's Shrew Vagrant Shrew Dusky Shrew Pacific Water Shrew Shrew -mole Townsend's Mole Pacific Mole Little Brown Myotis Yuma Myotis Long-eared Myotis Wedgewood Lane Renton, Washington Scientific Name Vireo gihws Vireo olivaceus Vermivora celata Dendroica petechia Dendroica coronata Dendroica nigrescens Oporornis tolmiei Geothlypis trichas wilsonia pusilla Piranga ludoviciana Pheucticus melanocephalus Pipilo erythrophthalmus Melospiza melodia Zonotrichia leucophrys Junco hyemalis Agelaius phoeniceus Afolothrus ater Carpodacus purpureus Carpodacus mexicanus Carduelis pinus Carduelis tristis Coccothraustes vespertinus Passer domeslicus Didelphis virginiana Sorex trowbridgei Sorex vagrans Sorex obscures Sorex bendirel NeurolHchus gibbsi Scapanus townsendi Scapanus orarius yotis lacifugus Myotis yumaensis ,bfyotis evotis �a Common Name MAMMALS (Continued) Eastern Cottontail ** Mountain Beaver Townsend's Chipmunk Eastern Gray Squirrel ** Douglas' Squirrel Deer Mouse Busby -tailed Woodrat Oregon Vole House Mouse Raccoon ** Short -tailed Weasel Long-tailed Weasel Striped Skunk Coyote ** TABLE I (CONTINUED) ANIMAL SPECIES OBSERVED OR EXPECTED ON -SITE Wedgewood Lane Renton, Washington Scientific Name Sylvilagus floridanus Aplodontia rufa p'utamias towrisendi Sciurus carolinensis Tamiascizrr us douglasi Peromyscus maniculatus Neotoma cinerea Microtus oregoni Nfus musculus Procyon lotor Mustela erminea Mustela frenata Mephitis mephitis Canis latrans Notes: ** Species observed on property, including visual sightings, vocalizations, or indirect evidence such as tracks, burrows, nests, or seat. AFFIDAVIT OF INSTALLATION OF PUBLIC INFORMATION SIGN City of Renton Development Services Division 055 South Grady Way, Renton, WA 98055 1 Phone: 425-430 7 00 Fax: 425- 3VEIL 0-7231 P �� fkS t4 LNG STATE OF WASHINGTON ) SAP Z 20 COUNTY OF KING ] N-&A r?,A -Lk e- being . first duly sworn on oath, deposes and says: ll 12 7 1. On the 'L day of J J^c:.. , I installed i public information sign(s) and plastic flyer box 'on the property located: at LO n/ IF io -K si for the following project: Project name L--rr_ 11,o I crs. Owner Name 2. 1 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 locations in conformance with Code _'..��'u►u+i i 1 ' . Washington, information sign(s) was/were constructed and installed in the requirerner of hapter 7 Title f Renton Municipal Ingtaller Signature to before me this '7 day of 'aa77. NOTARY PUBLIC and for the State of residing at My commission expires on 2-1 q. - I D Q:1WEB\P WIDEVSERVIFonns\Planninglpubsign.doc08/27/03 LL. � J � LlCENSl.SU 4 ¢_ �' Lc) LO N C.OL VI 'j 4it4{ � J 12TH ST 'y12TH G SE 4 I SE 1111 ST { 112T" ST T 112N 191IMR x 1LA 1TH " ST ; z I HAL7Er� SE 112Ti""T ?� SE 2 HS ST 4 I!E 1CFTri Pi a �' 114n1 Q NE 1Z ►- fuII w i SE j j6m 10 1T H ST we wQ st 5r 1 �� z�'—-.- S TE G CL z c�l w I F- 14E 3rH ?t. r", �Itj TH IPL ; I 5E llt3tl, a { LALv, SE_ 117iH NE 9T �- }STNE l9TH ST Si v r r - •. 118TH co LO w ST w x NE 7TH p SE 120TH l21ST ST IIE 7TH �q m �� P 1S ST �rN L 122flD Q z a W trE ST 1 CN VICINITY MAP PROPERTY INFORMATION BRETZKE ROGERS SITE ADDRESS: 5521 NE '10TH ST 5603 NE 10TH ST TAX PARCEL Acount No.: 1023059358 1023059357 Printed: 09-27-2007 Payment Made: CITY OF RENTON 1055 S. Grady Way Renton, WA 98055 Land Use Actions RECEIPT Permit#: LUA07-112 09/27/2007 02:05 PM `total Payment: 1,550.00 BRETZKE Current Payment Made to the Following Items: DEVELOPMENT PLANNING CITY OF AENTON SEP 2 7 2007 RECEIVED Receipt Number: R0705182 Payee: DANIEL BRETZKE FUMIKO Trans Account Code Description Amount ------ 5008 ------------------ 000.345.81.00.0004 ------------------------------ Binding Site/Short Plat ---------------- 1,000.00 5010 000.345.81.00.0007 Environmental Review 500.00 5022 000.345.81.00.0019 Variance Fees 50.00 Payments made for this receipt Trans Method Description Amount ---------- -------- --------------------------- --------------- Payment Check 1550 1,550.00 Account Balances Trans Account Code Description 3021 303.000.00.345.85 Park Mitigation Fee 5006 000.345.81.00.0002 Annexation Fees 5007 000.345.81.00.0003 Appeals/Waivers 5008 000.345,81.00,0004 Binding Site/Short Plat 5009 000.345.81.00.0006 Conditional Use Fees 5010 000.345.81.00.0007 Environmental Review 5011 000.345.81.00.0008 Prelim/Tentative Plat 5012 000.345.81.00.0009 Final Plat 5013 000.345.81.00.0010 PUD 5014 000,345,81,00.0011 Grading & Filling Fees 5015 000.345.81.00.0012 Lot Line Adjustment 5016 000.345.81.00.0013 Mobile Home Parks 5017 000.345.81.00.0014 Rezone 501E 000.345.81.00.0015 Routine Vegetation Mgmt 5019 000.345.81.00.0016 Shoreline Subst Dev 5020 000.345.81.00.0017 Site Plan Approval 5021 000.345.81.00.0018 Temp Use, Hobbyk, Fence 5022 000.345.81.00.0019 Variance Fees 5024 000.345.81.00.0024 Conditional Approval Fee 5036 000.345.81.00.0005 Comprehensive Plan Amend 5909 000.341.60.00.0024 Booklets/EIS/Copies 5941 000.341.50.00.0000 Maps (Taxable) 5954 650.237.00.00.0000 Special Deposits 5955 000.05.519.90.42.1 Postage 599E 000.231.70.00.0000 Tax Balance Due --------------- .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 Remaining Balance Due: $0.00 wiz SET 3/8" BAR & CAP "GEOj/DL(jS 15025" *TYPICAL {L P N W it ko ;a- 0 z ROGERS SHORT: PLAT SE 114 OF THE NE 1 /4 OF SEC. 10, TWP. 23N., RGE. 5E., W.M. CITY OF RENTON, KING COUNTY WASHING70N . Ylrw lq Ylpll. IIWIII.Y .I 1111 .----II.IIYM.MMIw GRAPHIC SCALE 1 "=40 3 2 BEARING MERIDIAN. A BEARING OF N00102'42"E ALONG THE EAST SEC7ION LIME NORTH LINE OF D � 0 40 $o 120 BETWEEN THE NE SEC. CORNER AND THE E. 114 CORNER OF SEC. 10-23--05 SECTION 10- 23-- 05, PER KING COUNTY SHORT PLAT NO. L 02SO016, AS RECORDED IN BOOK 172 OF SURVEYS, PAGE 205, RECORDS; OF KING COUNTY, WASHING TON. CITY OF RE'N TON CANT L _ POINT NO. 1845 t„ 03/02 2006 u�3 FOUND 4m CONC M UMENT ter. ' ,�' � 1 2" C�JP "� a ME 10TH 1 _` Q 1 5' LQ !11[ CASE PIN, ,.. EE PUBLIC ROADWAY" N.E. SEC. CORNER OF fe SE . S8 '16'1 a"E 661.78' CALC'p 10�-23-5 . to S88116'10"E 431.69' 4 14o.ao' SITE BENCH MARK: IL ATCH BASIN sn v�.e6A 121.65' 70.00 - ... _ : RIM ELEV. =469.24' ' R-O V� - I Q.�IY - p .- 8Q.a3 S88"16110" E .."` . i B w¢ r CST 1 A RI VATS INGRESS, EGRESS77 L'4- ww a REA=12,90s N UTILITY, N �.� N� �, ET = � 2ss D U I L TY, EASEMENT © w, 4 a� N �N ' � ecording 20070305000718 i i► ZW � TO w w �`,4 # ; REMOVED N pa:t .. ' :: 0000 a {o .' .� :� ~ ADDRESS .. �. N 50 .Lo `" ,..:- LOT 1 5603 NE 10th StWC ' .; LOT 2 S8816'120E - - a9 - ,►;._ - . LOT 3 W mkimtJ OF N 1 /4 WETLAND NOTES: t) THE WETLAND FLAGS .AND SOIL LOG PITS SHOWN ON THE MAP PAGE WERE DERIVED BY BERGER/ARAM ENGINEERS, INC. ON FEBRUARY 17,2006. GEODIMENS►ONS, INC. LOCATED THESE FLAGS ON MARCH 2, 2006. THE WETLAND -FLAGS SNOWP! ON THIS MAP ARE MARKED AS FOUND 1N FIELD. WETLAND TABLE LINE BEARING I DISTANCE Lt N5528'30"W . 5.63' L2 S15'10'19"E 24.69' 0 S0925'03"E 24.99' L4 N34"46'14'OW 38.28v L5 S59'44'05"E 25.12' L6. S20'44'08"E t Z 82' L7 N29103'44"W . 36.32' L8 N3246'25"W 47.41' L91 S51'02'54"E 53.77' L10 S44051'02"E 70.99' 01 S7277'41 "E 28.34' L12 S87'38'14"E 32.09' L13 S46'43'31 "E 38.91 WETLAND BUFFER AREA TABLE LOT 3 BUFFER AREA= 812 SQ. FT.+1 S88'20'a2"E 501.840 LEGEND FOR MAP PAGE FOUND MONUMENT ON 03/02/2006 AS NOTED 0 FOUND REBAR AS NOTED • SET 3/8" BAR &CAP "GEOD LS # 15025" tCENTERLINE OF ROAD NEW PROPERTY LINE A WETLAND FLAG "MARKED AS FOUm0 IN FIELD" EDGE OF WETLANDS — -- - WETLAND BUFFER EDGE Cl TY OF REN TON BENCH MARK NO. RE'N TJ11, °ouNQ12° D - CONCA. NCMONUMENT WITH COPPER PINDOWN 1.6' IN CASE ELFV. ON TIACK .= '512.02E. 114 CORNER OF SEC. 10-23--5 C1 TY OF REN TON CONTROL POINT NO. 1852 • " 03/0 /2006 FOUN 3 SURFACE BRASS .DISC N WITH PUNCH MARK 10 1 SE SEC. CORNER OF SEC. 10-23-5 151 iii CCFSS FASFAJFNT TARI F I SET 3 8� BAR & CAP " VEf TIDAL. DA TUI I: (wstTED o3- o2-2006) "GEOD L5 15025 "TYPICAL C1 T Y OF REN TON BENCH I MARK NO. REN T2101 (NA VD 1988) "SEE MAP FOR DETAILED INFORMA 77ON' ELEVATION ON COPPER PIN 512.02' REFERENCES USED: CITY OF REN TON LUA — 05--108--LLA, V.19 7, PAGE 067, KC RECORDS KING COUNTY BLA NO. L 02SO016, V. 175, PACES 205 AND 206, KC RECORDS RECORD OF SURVEY, V. 152, PAGE 83, . KC RECORDS. DEVELOPMENT PLANNING CITY OF REWTON SEP 2 7 ?001 RECEIVED I �l r � z Lo 6 z� c CQ it ♦ f� n t n � i i III looll 1■ O Z BRETZKE ROGERS SHORT PLATS PR LIM;INARY I I .. ! • a - • 1 { , of e _ r 7(E) 2(w). MM w s _ � • R , , o �► ., - I r / / �/ // l/ /, / ,/r / ✓ / / / J / f / A�/ F� • * 4� ` •. /_�` %/ / %/%1 //// ///_! %riirrir/sr.//�/, .»/�% . % / / / / / .// / / j i / f/ - / % / / r_... , '`. r r f.f/ / ;• • w w s w -- �m r7NII.,_ -:� -� � ♦ �--` rl///� / r/ r ., . �.�i//�%/i///J/>'//,// / - /riri���/i/ •r •� / / / �../ r // /� / / / / /% / r' e e • < , r . _. _ ///r•/////// , ////// / r ., /� //i/iii/��/���/1//,./ � . / /ire/r .. / . r , /\��-.ii� / � / / / / r / / • - s # ♦ L ...///////f//, /////�,///////// / / /ii�. / ./rre,,,rrrr.�„ , ,,.r,,, /ii/iifrr, i/J/l/ / � �r�� � /i , ., , , / / � , / / /. a� • ��� 1 4 r ..»....///l///- ."///J////!//////1/, / � i,�* � � -r� t i � , ► �, , � _ — �, /////�i/iir�frr./., „ //�r��///��//�/ �/. •' r i • �/// r ,r .. ' J /r /ri; / � �'�w( � ++'�,L':� i•AS� *� ��{r�♦�+ y�� •ice../fi%%%/%•.%///.//f//////!r/r/,,. ..♦.Li `-� � • 1 ♦ Fin ♦ • ♦ '! � , • .-..�.�+r�w: / r rriiiri/��.. r//iiiio iiii �. -ii rii� rriiirfrr: viiiii//iri/ii ii�'.ii � /�%/ �.��..r �e�e' ��+����-�•►-i /��/J/ice..�� , • i �_,� �.,, ..�i �. � _ � ►refin k LY..�►�.♦.�."��� ♦ �e�� ` 7711 "'ems ,rr • �� {� +T • • r * a\•; LL�� rr�� ELEV. 41 • I id NO\\ WLB• •DPWL3 7-1 ' �'IX '1 • i fit' \00 ELEV. 411 1 P iEXS / AN 1 + \\\ • r • WOM\\ N SO ,, t �\ MIN\\WLBi + a ELEV. 415. Ilk Pf I r # •`•O,ti M `A. �� �• • 41 DPul ll� 1, -\Q0 I s w }. • ' ,. mil[^_ \ \�� \ �` `'`\ �.�\ \\ \, \ \ \ \40 q • • 1. • . n i • „r i LU OFAIMErk m < ! - ALI 1 s �� I ► "- _ _ �/ ,�- � j'�✓ ® ° -... ,,fi�rr r o f je4 40 •'�, + ,� • r 46 wi !! M pt Imp 1 1 � •� � y � � 9� is !� 4 • • 3- :LuaAi IMP r • , lowdo a .00 �i �00,AF'KT FLAWING i I.V. I+ d w A. 4 N, 1 , I A • � F Y' � • I f � y �► li.Lopt V jtMTON •� \ 11F A0 y w e XE3B ELEV. 426.7` WLB A ELEV. 426.8' CL a L 0 m .. 0rn ,e m �... ate a LL E1/2, SEC. 10, T* 23. N09 R. 5 E. Will* EARTHWORK QUANTITIES: CUT 1,800 C.Y. FILL = 1,800 C.Y. Ssul N T�= 424.3f- QUARRY SPALLS r.■�.�wr■,rarl% . r%r- a A A TL"" r+n�e Tcl w rTno Tn aeaenau 1 LLL.V, 47b.0 LLLV. 41 1 -' 1v z N \... T"� \ +f�7. «rvv iv ry c �V.V.� y i ` \ � s �, EXIST \ ♦ �, O =� D P UIf 3LR�CKEOY.�, �, • �r �A)ll( �, LOT A \ \ ♦ c' ♦ c� � � P ��� ��IMIT �' � �., � sue, `� ��� � � �� '" II G LINI 1 H T.� 5. NC T `�' \ t..� �, \ e ` ' u _ ��� a Q. CLEARIP I sffw�'�\ ° .�o NDT �\ \- \ ```� a. \ / LIMIT WLB 1 i ♦ l� � � SHCRTQ L \T 11 ♦ -� • • ♦ core _. ELEV41 .0'� � � � � x \ � �J � �� \ - �� �. X`� ~ `���, \ I �'' � �z.�` \ a � �LOCL/KMODEL i i I .� \, BUFFECSC \ \ I r s ,� s, . �- c� VRAGNG \ FF=424T�p 18 WL B �� I A GAR= 437.0 \ d \ tfF.434 1 oo AR 4 * �� I o ELEV. 475.8 � \ `` \� G \ • 'i J o P B 7 \, ,� FF= 44 U. S T 04 �+15 \ `�� , . ,� h °` \ � VE ELEV. r 9. \ \ �, �� MAIN 45. f �� ARE T � � �� � 0 � ` � , H-O SE ^� C` ♦ 4 e I 1 N LOT 1 TO '�lu � � � �. 1 � o. I 4 �oNc o P/L CLEARING N AID G!R ADS t EAVE- o 1 EL E V. z ���,�I T 1 N LIMIT o 417 (D\ \ ; � its ' Q- a ;�� v 4b 415 � w � cv n U U U C] p 1..L Q Li L7 m z O Ld z 415 7 DPU1 1 1 4 ♦ ���, s�o, x� �� CL GRIN LIMIT �' � Nt PEAS ELEv. 1 1 1+ DP w \ \ , CLEAPG s , 4So. 08' Nam 701- - - — s 1 EL E V. 4 \ : t OKERY, MAX ' ter•• C',��' I \ x . \ \ f' 10. ' FOUND REBAR WLB1 �� •� • ,�` �� ,fix _ \ \ ELEV 4.75.6' \ 1 i � '• I \ ♦ -- _ OFFSET 0.2' l! & fi.4' S 1 \ 1 4 �• � � � °� •! ``fie I ��' \ �� \ \ • ` � � `� �x 464 - OF PROPERTY CrJR. t • 462— HELD" S88 16 10 T 70.030 «!. •! _ �.♦ •� ! " •sib+! • !i `��.. • ai,�i ` \h !1*•••+i... ! if �� !!!•lid • _ > dW + a \ l« r • \ `� \ TOP OF SLO 4' 8.,O - -- • C1 a ELEV. 475.E \ * • �♦ `� �"' cs co -- Ix — 5 a Q I r „q •,. !•!i•, �' �' s -- -- -�4 7 - -- - 456 - c M 434.2 </ \ - � � \. � � ��5� � � � �_ � � •.+,,,I.a.','.'. . a • .,. rr•`�, \ ,� l ,771 � •■ _ ` \ D�� � .�. ....�- 450 — -M- y .r '•� t�( d,� � � � i \ —� - _/� r , .!w�i* •.....,`� \ •• X --� cox GRADING � F ...I •�!l! +lsl�! • \ \ •rr __ LIT-448-�!••! ...,. *tali•• •!++! - _ 4/8 I •.++ iia.!• i WLBH \ \, o �'':F4L,' .... .........'i\\ - `~ ••' il,.``- _ �-- 0••+S+! ���` .. .h •.•..,..•. .... . , ...s� !« 44�•!i!••• ..... 1. • • .... , ."" ' -- ��._ V. 41 .4 . a .. .. .. ' •' • ELEV. 8 • \ �� \/{_,�} � • ,• ., • ,'AWEE . < ••sue ,' { i •�', 1 r� a ♦ • • ♦ ♦ , •. • ,.�,, • • ♦•• , 4 . \ 1 � 1 a • • , • r , h , . "e • a ♦ • , . , r I r , , I \ �, `r1l{T'.''. . . . . . . , r r . . . . . . • . . . • , . . . . . • . . . . r • . . ,. ,.. \ �, ........GAR= 436.0 • .. ... p� .. ♦ ... . a ..... �.Q'r . . `�C 5�1 pc 1� . • , , . ..�.... • ... 1.. 11 , • ..... 1 1 .'...... �Q'• \ ♦ \ \ ','. • •,',•, • .• • �- . • • , . • • , , • • • • , • r . ! k • • • a . , , . a.'• •'f1• . , • , .-•. . • . . . . . < , 1 . , . . ♦ • . • . , , • ,,. . ,.'. . •r •`,', • . , , . !, •'yr > . • . . . . . . . . . • . ,•,•, • I .0 432.Ot ' .L'pT, , ........... , ✓..... ... •. .. �` �' ..., .•.., ..,.. .. ....: •.'...,. '�......r.1. ..... •ROBS ..•. / � - \ \ ' `. . . • . . .. . . . . ..'.'. •• •,• , . . . , . . .I . . V .. . . . .. . . . . . . . . . . . . a I . : '{ •, • , . . . . . . : . , • . . . , . . . . . . . . , . ., .... 'MAX WATE ; , �; : .. 3.00: , ... , . .. , .. .. '� . �i' ,' •� 4 .a'. •�1. Et V. \456 . :'. .... 3• ,: ,. ' .......... WLB G4�9-0\ -- .'.N. .. , . .. ... ... •.•.... , , .... .. • �. . r . <%.Q.. • .. I . . Fi_FV. 427.3' �`.�..... :... , ... . �. ......... , �.', ....' • ..... . , .. ,' .'.'.'..'.. ....'............. 'I Db0 S♦FT W!`■■NA;y �''.... .. %``%. . • . 1 . . . . . . . . . . . ..'' • . ,..................... • ....`�. DO \ x . _ . �. / . {{•��"�{l . . . . . . . r . ///'���...,,,},,, . { . ! , . . . , . . ,' . , , . . . . . . . . . . I . . . . . . r . . , . 1 , . . . . . . .' • � /'� 1 , - f • I . •I Y I . . . I •wi. . . . . . . . . . . . . .•,'. . , . . . . . . . , ♦ . . . . . -L,.' .•.•.`.'.'.'.•.•.•.'.•.`.•.'.'. . .. . • . , . . . , , . , . I . . . . I . . . . . . . . . . . . I 111111111. .'. r '�. ' • . ♦ •. . , . , . . .,.,. . .' •.•. `.'. . . . . . . . . . . . . .% . .'. .'. . . . . h . . . . . I . . • . . . a . , . • . • . . I . . . . r WIC O �ER I� � I \''' .? .. ... .. • ... .. • a • . .. a .. .. . , .. � ��t1 T. .•. . . . . . ... . .1. . .'. ae. . .,. '. •.•.'. .•. . . . , . . a . . . . . . . . . . . . . . . , . . , . . . . Y « 1 . . . . . . . . . .la . . . . . . 1. . . ... . . . ♦ . r . , , . t . . . . < . . . \� 4 -\ .... ....... .... . A 30.0� ' . , .. , , . ... .. • . , , ...... .•. , , , . r ........ ' . .............. • .. ... , . , :' • .•.'.'.'.'.•.•.`.'.'.`.'.•.'.'..'a`.•:•:•:'. ' �` ^- . . . . . . . . . . . . I'l \' . . a' . ♦ . . , . . . . . . . .�f� ' . 1 .'. . . . . . . . . . . . . . . . . . . . . \• . 1 . . .� . { . . . a • • . . , Q', . . . . . . . . a . . . . . . . . . . . . , . .'.. ,...... ,'2. I ...... ................ ... ... ...` ..................... , BO�"TOM `� —� S^S}}/', I .. , 'c .. , •i1_: .... • ..'....'..'.... ..... ... , , . • .. , .. , r '.'<'.'.•.'......... • . a • .• ': ti o \ . �.I! ! . . . .� . , . . . , . . . , 1 •:�-•••:• ' , . . •`•.','. •.'.•.'.•. •. •.'. •. •:':' .' ,'.•.' i` '•' I• I' I' I`,•r' •. , .•.•,'.'. •.•.,• . .'.•.',',','. •.'.'.•`.•. •. . . . . . .•. . . . . . . • 1 . . . . . . . . ,� [x ` `� e `� �' .. _ '... , . 1 a .... `'...f?t'• ......'... , ......��,. ............. ... . ..................... .`�', � I \ .., .. r . , ... ... �..'.'.'.'.'.•.'. ' •.` .: PLACE EXCESS •'•:'::•:'::•:'- `'`' :•:•��''' 111 �� ,'.•, .`.. ' <'..'...• .: TOP OF FILL,' ... i ' EXCAVATION. . :.:............... ,... a 1 4 '.';SLOPE :... '•.'MAX V DEEP ........ , . . � F VWV r' +� ` I.L. 8 I ✓"'h. ; •'.1.•.,r1 a.'.','. . ..`...•.•.•.'.`....•...f.r•.'.'. ,.I,'.•1'.••'.',a.'r... j{i .•.'.'...Y.I.I.•.I.•. .................. '1 {lLg / ✓ . . > . . . . . . . . . . . . f . . , . . . . . , ♦ . . . . . . .. . , ., a i . . 1.. . . . I . ♦ . . . , WLBE . WLBD �'. �'.',''` .... . , .. �. INSTALL SEDIMENT T IN AREA OR��EXST BARN. ELEV. 42,3- n ...... •' ':.'..'..'.'. ....... . . . . . . . .. ' ELEV 4 �`� : f REMOVE AND RESTORE AR AAFTER SITE IS STABILIZED. �' '. , . ':':• .•... . , : _ .• , ...... , ...:: '.•.','..':•:'.'.': :•` :•:•. SILT FENCE Sc :::., ..... ...`, ..' .POND NOT TO BE CONSTRUCTED IF ALL GRADING IS CLEARING LIMIT1 � ��'� i � `u' � � .... , , , .`:�:. , :�' •1 . .:... . . 6, ....... , , ww+r�rl.�w � � � � I �=•{ j .aF �' , �` \ / • • • • , . • f•`' .. .. L', • f • .'a , a . , , • • e • • 1.+i [�y�,••r•. ,,•I•• , • • , -- --- -- �- kXMPLETED AND SITE STABLIZED DURING THE DRY SEASON FOLLOW u 2 t ,�. FOLLOW EXIST FENCE o � s ,� .•:�::.'` ..•.�........... . , , . ..� .r.. al... 4 6 u �- � � ,� 1 rl �.,�LJ 1-111 • ,i 11 � l 1J.. \ Ste' n '� � � h IM. c w 0 �"" • _j ul 4 � • `� 0. uj W � o LLU Ln R N F L ,n © \ • ', tn ET: 2 OF: /J CITY OF RENTON SHORT PLAT LUA NO. LND NO* KNOW ALL PERSONS BY THESE PRESENTS THAT WE THE UNDERSIGNED O WNER(S) OF TIME LAND HEREIN DESCRIBED DO HERESY MAKE A SHORT SUBDIOSON THEREBY TO RCW 58.17.060 AND DELCARE THIS SHORT PLAT TO BE THE GRAPHIC REPRESEN TA TION OF SAME. AND THAT SAID SNORT PLAT IS MADE WITH THE FREE CONSENT AND IN ACCORDANCE WITH TIME DESIRES OF THE O WNER(S). IN WITNESS WHEREOF WE HA VE SET OUR HANDS AND SEALS. LARRY W, ROGERS iNvma STATE OF WASHING TON VS COUNTY OF KING I CERTIFY THAT I KNEW OR HAVE SATISFACTORY EVIDENCE THAT Larry Rogers SIGNED THIS INS TRUMEN T ON OATH S TA TED THAT HE AND SHE IS AUTHORIZED TO EXECUTE THE INSTRUMENTTO DE THE FREE AND VOLUNTARY ACT OF SUCH ACT FOR THE USES AND PURPOSES MENTIONED IN THIS INSTRUMENT. DA TED THIS DAY OF 2007. PRIM TED NAME NOTARY PUBLIC IN AND FOR THE STATE OF WASHINGTON RESIDING A T M Y COMMISSION EXPIRES APPROVALS0 : APPROVED THIS ____ DAY OF _a.2007. CITY OF RENTON ADMINSTRATOR—PLANNING/ BUDDING/PUBLIC WORKS KING COUNTY DEPARTMENT OF ASSESSMENTS EXAMINED AND APPROVED THIS DA Y OF , 200 7 KING COUNTY ASSESSOR DEPUTY ICING COUNTY ASSESSOR TAX ACCOUNT PARCEL NO, 102305-9357 ROGERS SHORT PLAT SE 114 OF THE NE 114 OF SEC. 9 0, TWP. 23N.9 RGE. SE., W.M. CITY OF RENTON, KING COUNTY, WA. CITY OF RENTON, KING COUNTY WASHINGTON EXISTING LEGAL DESCRIPTION'S LOT D City of Renton LLA LUA--06--085--LLA, RECORDED IN KING COUNTY UNDER # 20070222900002 VOL 2191 PAGE 144 TAX PARCEL NO, 102305-9357. SUBJECT TO NOTES EA SMEN TS PROVISIONS CONTAINED AND OR DELINEATED ON THE FACE OF SURVEY RECORDED AUGUST 11, 1997 UNDER RECORDING NUMBER 9708119012 IN KING COUNTY WA. SUBJECT TO NOTES EASMENTS PROVISIONS CONTAINED AND OR DELINEATED ON THE FACE OF RECORDED LOT LINE ADJUSTMENT RECORDED FEBRUARY 22, 2007 UNDER RECORDING NUMBER 20070222900002 IN KING COUNTY WA. EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED UNDER RECORDED DOCUMENETS RECRODED RECORDED LARCH 5 2007 AND MARCH 13 2007, UNDER RECORDING NUMBERS 20070305000718 AND 200703103001270 RECORDED MARCH 5 2007 AND MARCH 13 2007, UNDER RECORDING NUMBERS 20070305000718 AND 200703103001270 SUBJECT TO RIGHT TO MAKE NECESSARY SLOPES FOR CUTS AND FILLS UPON SAID PREMISES FOR SOUTH EAST 116TH ST AS AS GRANTED BY DEED RECORDED JUNE 5 1955 UNDER RECORDING NUMBER 8506050790, METHOD OF SURVEY: INSTRUMENTATION FOR THIS SURVEY WAS A 1" GEODIMETER 600 ELECTRONIC DISTANCE MEASURING UNIT. PROCEDURES USED IN THIS SURVEY WERE DIRECT AND REVERSE ANGLES, NO CORRECTION NECESSARY, MEETS CITY OF RENTON, KING COUNTY AND STATE OF WASHINGTON STANDARDS SET BY WAC 332-130-100. RECORDING N0, PUBLIC SEWER EASEMENT. - PUBLIC SEWER EASEMENT DEDICATED TO CITY OF RENTON RECORDED UNDER NUMBER WRITTEN PERMISSION FROM CITY OF RENTON PRIOR TO ANY GRADING CI.EARiN IN THIS AREA. NO STRUCTURES ALLOWED DECLARATION OF COVENANT.' TO BE CONSTRUCTlED OVER EASEMENT AREA, THE OWNERS OF THE LAND EMBRACED WITHIN THIS SHORT SUBDIVISION IN RETURN FOR THE BENEFIT TO ACCRUE FROM THIS SUBDIVISION, BY SIGNING HEREON COVENANT AND AGREE TO CONVEY THE BENEFICIAL INTEREST 1N THE NEW EASEMENT SHOWN ON THIS SHORT SUBDIVISION TO ANY AN ALL FUTURE PURCHASERS OF THE LOTS, OR OF ANY SlJBDtVIS10N THEREOF. THIS COVENANT SHALL RUN WITH THE LAND AS SN0:1M ON THIS SHORT SUBDIVISION. - PRIVATE EASEMENT FOR INGRESS, EGRESS & UTILITIES Recorded under King County Number J{,20070305000718 PRIVATE EXCLUSIVE EASEMENT FOR INGRESS, EGRESS AND UTILITIES, IS SHOWN ON THE FACE OF THIS SHORT SUBDIVISION. THE OWNERS AND THEIR SUCCESSORS OF LOTS 1, 2 and 3 SMALL HAVE AN EQUAL AND UNDIVIDED INTEREST IN THE OWNERSHIP AND RESPONSIBILITY FOR MAINTENANCE OF THE PRIVATE INGRESS, EGRESS AND UTILITY EASEMENT AND APPURTENANCES. THESE APPURTENANCES AND MAINTENANCE RESPONSIBILITIES INCLUDE THE REPAIR AND MAINTENANCE OF THE PRIVATE ACCESS ROAD, DRAINAGE PIPES, AND STORM WATER QUALITY AND CONVEYANCE FA CILI TIES L OCA TED WITHIN THIS EASEMENT, PRI VA T:E SIGNA GE, AND OTHER INFRASTRUCTURE NOT OWNED BY THE CITY OF RENTON OR OTHER UTILITY PROVIDERS. MAINTENANCE COSTS SHALL BE SHARED EQUALLY, PARKING ON THE PAVING IN THE ACCESS EASEMENT IS PROHIBITED, UNLESS PAVEMENT WIDTH IS GREATER THAN 20 FEET, NATIVE GROWTH PROTECTION EASEMENT: THE NATIVE GROWTH PROTECTION EASEMENT (NGPE) AS SHOWN ON THE FACE OF THIS SHORT PLAT I DEN TIFIES THE WETLAND AND ASSOCIATED BUFFER AS MODIFIED WITH BUFFER AVERAGING AS SHOWN. THE CREATION OF THE NATIVE GROWTH PROTECTION EASEMENT (NGPE) CONVEYS TO THE PUBLIC A BENEFICIAL INTEREST IN THE LAND WITHIN THE EASEMENT AREA, THIS INTEREST SHALL BE FOR THE PURPOSE OF PRESERVING NATIVE VEGETATION FOR THE CONTROL OF SURFACE WATER AND EROSION, MAINTENANCE OF SLOPE STABILITY, VISUAL AND NATURAL. BUFFERING, AND PROTECTION OF PLANT AND ANIMAL HABITATS. THE NATIVE GROWTH PROTECTION EA SEMEN T IMPOSES UPON ALL PRESENT AND FUTURE OWNERS AND OCCUPIERS OF THE EASEMENT AREA ENFORCEABLE ON BEHALF OF THE PUBLIC BY THE CITY OF RENTON, TO LEAVE UNDISTURBED ALL TREES AND OTHER VEGETATION WI THIN THE EASEMENT AREA. THE VEGETATION WI THIN THE NGPE MAY NOT BE CUT, PRUNED, COVERED WITH FILL, REMOVED OR DAMAGED WITHOUT EXPRESS WRITTEN PERMISSION FROM THE CITY OF RENTON. THE RIGHT TO ENTRY GRANTED HEREIN SHALL APPLY TO THE AGENTS, REPRESENTATIVES AND EMPLOYEES OF THE OWNERS OR SUBSEQUENT OWNERS OF THE UNDERLYING PROPERTY. RECORDING NO. LAND SURVEYOR'S CERTIFICATE' RECORDER'S CER T/ F/ CA TE FILED FOR RECORD THIS DAY OF .2007 IN BOOK OF AT PAGE A T THE REQUEST OF ED WIN J. GREEN JR.. ... ...... . MANAGER • � THIS LOT LINE ADJUSTMENT CORRECTLY REPRE'SEN TS A SURVEY MADE BY ME OR UNDER MY SUPER VISION IN CONFORMANCE WITH STATE AND COUNTY STATUTES IN _____ --OF 200 Z ED WIN J. GREEN JR. CERTIFICATE NO. 15025 DA TE L1, 1;21-0 FAIRWAY PLACE S.E. SNOQUALMIE, WA. 98065 PHONE (.-25) 458-4488 FAX DEVELO VOL./PAGE CARRY ROGERS SEP 2 12007 5603 NE 10TH ST RECEIV-Et) RENTON, WA.98059 POR TION OF SE 114 OF NE 114 S, __ L T.-13— R. _ 5E DWN. BY I DATE I JOB NO. I REVISION CI-IKD. B Y SCALE SHEET 1 "= 40' ,. ....,- ., e. ..r' .. :...r: ,.. - ..r 1- -a :;•. '.: -. . -,:- :n �r.+ :.4" 4_ f. - =: F'. k. 1 OF 2 2 SET 318" BAR do CAP "GEOD LSD 15025" "TYPICAL _ w ti Lo v 0 z ri 0 SE 114 OF THE NE 114 OF SEC. 101 TWP. 23N., RGE. 5E., W. M. CITY OF REN TON, KING COUNTY WASHINGTGN S88010012"E ®: 50 011 69' %-,. to� milp-A, Na NOO°02'42"E i •� 30.00'' ftsi Q S 1fi'1 " i S8816'1 O"E 9.9 CJ v�1.81 , c� e 30 PUBLIC SEDER EASEMENT e WETLAND BUFFER ♦ LIFE 13arn WLBG ♦ NATIVE GROWTH 1 � PROTECTION EA SEMEN T 0 S. LINE OF N. 50 ACRES OF N 1 %4 WETLAND NOTES: i) THE WE7IAND FLAGS AND SOIL LOG PITS SHOWN ON THE MAP PAGE WERE DERIVED BY BERGER/ARAM ENGINEERS, INC. ON FEBRUARY f 7,2006. GEODIMENSIONS, INC. LOCATED THESE FLAGS ON MARCH 2, 2006. THE WETLAND FLAGS SHOWN ON THIS MAP ARE MARKED AS FOUND 1N FIELD. WETLAND TABLE milp-A, Na NOO°02'42"E i •� 30.00'' ftsi Q S 1fi'1 " i S8816'1 O"E 9.9 CJ v�1.81 , c� e 30 PUBLIC SEDER EASEMENT e WETLAND BUFFER ♦ LIFE 13arn WLBG ♦ NATIVE GROWTH 1 � PROTECTION EA SEMEN T 0 S. LINE OF N. 50 ACRES OF N 1 %4 WETLAND NOTES: i) THE WE7IAND FLAGS AND SOIL LOG PITS SHOWN ON THE MAP PAGE WERE DERIVED BY BERGER/ARAM ENGINEERS, INC. ON FEBRUARY f 7,2006. GEODIMENSIONS, INC. LOCATED THESE FLAGS ON MARCH 2, 2006. THE WETLAND FLAGS SHOWN ON THIS MAP ARE MARKED AS FOUND 1N FIELD. WETLAND TABLE LIME BEARING DISTANCE L 1 N55 "28'30"W 5.63' L21 S15'10'19"E 24.69' L3 S0925'03"E 24.99' L4 N34446'14"W 38.28' L5 S59044'05 "E 25.12' L6 S20'44'08"E 17.82' L71 N29 `O3'44"W 36.32' L&I N32`4625"W 47.41' L9 S5110254"E 53.77' L10 S44051'02"E 70.99' L11 S72'17'41'"E 28.34' L12 S87`3-p8'14"E 32.09' L 13 S46 `43'31 "E 38.91' e XF 411 �~ S88020'02"E 291.78' S88°20'02"E 361.78' S88°20'02"E 501.84' WETLAND BUFFER AREA TABLE LOT 3 BUFFER AREA = 812 SQ. FT. +,- 0 LEGEND FOR MAP PAGE FOUND MONUMENT ON 0310212006 AS NOTED 0 FOUND REBAR AS NOTED SET" 3/8" BAR & CAP "GEOD LS # 15025" t. CENTERLINE OF ROAD NEW PROPERTY LINE WETLAND FLAG "#MARKED AS FOUND IN FIELD" ,EDGE OF WETLANDS — — — — — WETLAND BUFFER EDGE EXISTING HOUSE � -� SV*16'10"E i0. Q1 r 25r 38`16' 0"E 70.03 L3 SET 318" BAR & CAP "GE00 LSD 150250 "TYPICAL LOT 1 5603 NE 10th St LOT 2 LOT 3 S88`16'10"E 70.03' j 0 K 45 ui ui BARN coY� w• cq 0cq w LOT 2 c- AREA 9 12,310 SQ.FT z 0 d 0 (� 70,03' 140.07' — 3 2 NORTH LINE OF e---'i�� / 111 SEC. 10-23-05 in CI TY OF RENTO BENCH ��. �� MARK n1T��� � ��i FOUND2" OIA. CONC MONUMENT WPM COPPER PIN DOWN1.6' IN CASE ELEV. ON TACK = 512. D2' E. 114' CORNER OF EC. 10 -23-5 J to 1Q f —5- 7' CCESS EASEMENT TABLE LINE BEARING DISTANCE L1 S8816'10"E. 26.01' L2 SOO`02'42"W 104.78' L3 S881116'10"E 55.760 L4 S00'02'42"W 20.01' L5 I N8816'1 Q"HP 140.03' L61 NOO`02'44"E 20, L7 NOO°02'42"E J, 103.31' UNE ARC RADIUS DELTA G1 40.01' 25.00' 91'41'08" C21 38.53 25.00' 88`18'52" CITY OF REN TON CONTROL POINT NO, 1852 O3/02 2006 FOUND 3" SURFACE BRASS DISC WI TFI PUNCH MARK SE SEC. CORNER OF SEC. 10-23-5 VERTICAL DATUM:(visnn 03-02-2006) CITY OF REIV TON BENCH MARK N0. RENT2101 (n►a w 1988) "SEE MAP FOR DETAILED INFORMATION" ELEVATION ON COPPER PIN = 512.02' REFERENCES USED: CITE' OF RE'NTON LUA-05-108--LLA, V.197, PACE 067, KC RECORDS KING COUNTY BLA NO. L02SO016, V. 175, PAGES 205 AND 206, KC RECORDS RECORD OF SURVEY, V. 152, PACE 83, KC RECORDS. w LLI w _ p I o Q I I� Q) n 0') (D) � C) I � � C)I w s N CL a CL I I BRETZKE ROGERS SHORT PLATS PRELIMINARY SSMH E1/2, SEC. 10, T. ZJ Nog Re 5 E%9 Wome TE=424.3 y —411.5 y .q' A s ,r Tw ��► 42101 VNI ..wi �c�.rt�vvv� r��,c krvv r ,�nvvry r .aira�l�.� f \� 0 '� °� �� ���FN LOT `�� ..�. --.� „�® �� ��� "� �' -�... .44� r� o �vr-. L-j TRUNK 01A S�l o WN IN INCHES. � � � � fj � a, � � � � �,�. ,' 442 ROGERS :2k CONIFER TREE (NOT SHOWN TO SCALE) v � � n} � {R-='1 (►`►j �0 � I +p��q( oarrw s s . e ws e • 1w �.a • .s e s e s ID ^ e r ra / ` 1 ®. .aa / / _ 1h A l 1 ti/ ID V ' b _� ^"'" ®ld� I 43 SQa 20 02 t ji 1, 77 S66 @20 "02 "E 661. 90' R -- 4 TIP.# 10230 9390 �+J # �j� �O �IA 7\V WLB C rLBB , ELEV 42-6.7 AM 1WLB A ELEV. 426.6' 8! .-------------- } 170.07 w ,_;l'- 1�. . - .. —' I I I ill- Q 0 a r- '_`1 � z z L() .. cl 0. I CL (U 0 L_ Z N 00 0 ,U u n,,-- -,, 0) 'v 4 .D N'll cn c 1 c a— n W W ai 2 �� ;z R ft < �N 9 4" N cv 11 19 ."" Tom{ 0 0 U r) U p U a o a 9 6 6 g 0- CL LLJ �_ 0 m. O LLJ ry El/z, SEC. 10, T. 23 N., R. 5 E., W.M. 4 1 0 U T A � j . v l v ..�1 . :.:i :... m - 1 :�I . � _ 11 1 v a . a 1 . .. . � - 1 .Ij �...= ' I . m N � I.. I ]. .: I�. . I, - ' � .�I �I 'I . , '... .. l'... _. . 0I. . I. . 7.I , ..I ...l- ,.. I f .—�, -C�_� . z ��H CUT - 1,8.00 C.Y. FILL � 1,800 C.Y. SSMH . TE= 424.3 WU ARR T SP ALLS T• - ,.�. 1E-41 TR TI N r�� QUANTITIES ARE APPROXIMATE. CONTRACTOR TO PERFORM off off ______� allRll�� C�iW UC . WORK AS REQUIRED TO BRING SITE TO FINISHED GRADES AS �� o ' _ �` •.� " .,. .��, R-.0- N1,f I���0 . III _., ..-, I. ) . t1�..R ­"_,T ;I-- �„ � L - \ `\ SHOWN - r E" 4-2.4. 0 7 -� .� �, . . V 1 ... II ,. . Ir.. I. ..I ,�.-... .;..��I. I I" .. " . —_ ,.-� .... _�II '.. (�-�1I. ,_. v�!__m-F ..,. �,\ � _ ,� _... ._A- . ., 1��'�CI ,.- R ... 0 -. � . CL0�_ . a.- A �, �\ ,=. ..'D . .\... - _-.? .1. ' _.-� I*1 T,. ,. . �./I... ..0.4\,. I�,1 . 7_I I _--. /, \I I,,.. !!.:. 7�I ,-1_,I( _i, �_�,, �1. :,'::Iii L . = 4 2 Q . 2 7 E r, 5, - ' �tx. . \ ! i [ r '.._'.� O S O �` -- R'.�__ �O �p� . i.E-.420•3 w � ' . ' - . �, ASPNALT�ROAO l - � ' --- t_� 1 . , ` `----OHP- t�HP- 'UY ,� `r��� - - 1'`-'�_--�._ ') _., —.�-_ =-_41 �,� 71. . .- X . f, off 2 __H� P, - E - -I � I,- .--. \'.q 7. T,.' — .3-.F.0 -. -. :�f � ( �-- �, `ti 0,. I , �I,—C_---r �I�7e 1- �Cv)' r .x`1r _�. ._-_ .,� �.I _L. _.. _ ., _-.I Q�-I N `tl I -..�. -..\� -' �1 \' .-.' " ,-I - , .+ ' ,- --' .� . .- ,-.n .,1- -1(- \:-�I1 �bI-. \.I.I -. - I �. I�'r 0\. \ . .I �� ., r ,.I .�.-. \ - I- I\ -'-..I �. - .I' -�,. r,. )1- � )- \,. -.. -. . �- .4 ` xQ��-,. I .. --, ,I- I . , ,. U\ I, �\B�-l. ' .. . - . L/ .:.��-.�-,... ' �• . c,3 . . . . - �� . . ' \� 1,,�- .��, I ._ �l l0-�_ ,� . '- - OH=� _- --OHP .._I-_ � _�� -. .­ �_.--. ..-I - � \.1 .I ) 1..—� ,--.,. -.. \ 588°16!'10�,. 6 L I. .\ '. _ --�,. ...\ )/�-_L\ '' . , —, _-.. . ,. -,I. 1 60. 9-1 '` , t �' '' • . �i -' - - . � _<� � 10�,, ) + .*_n .,_— I �" � - .��/,.I .- .I" .I_ —' 11�, - "I' � � �,,�.- -�; �' -F %� I , 470- - -- T _ _ 47Q _ .. . �, . CAL Ci D s t (, . .a -� l-- - I� --� !�i . DD.'�..—. _.'+I_:I.I�+ _ I.'I. ....— ...,.'. 7L.I'4.' .... c(—..N I\ -I_, , ._- -, , I.I N... . I _, -� I�,�-�',� N— II .I. \ I I -_ 1.I1, �t.. _ , I .-I . r \ 1 .-% ' II.. . .. 4 \�.� -.. .. - —X.,�. \I I. _\.- _.ILI \ ... � \yI.� . <., �l. )�I�II, -]I_.� _0 V _-. ,-A-�-1.,�.�-1�u _—�l7_- -N.-, 1 (l_n.,.1D._..�0 .11�., .1 ._. _. .�.-. . � . D C.'& - _ - F A �'L_. '_ __ . .7-. -. l _-1- .. . -I__ ,1 __ . -'.I . 40 ``) �, = .N ' • f . [� t'`. " L•aGA.TiaN OF, . "� , ' cam Z. . tf) , ,t -))�- �'-._ � —_� .. _r-\ _ _. II\ _�. _.. _'I�.- ? 1_..' ;..� � -. . -�I .VW .. �_-I \ ,, Ir - , .-�. \ r 1_%� _\._. I. SENR .LINE - • �� 170.a�' ALC'O . = .II l'lI._ - . , \_ �I. "r-aI l I. l a,w—\ ,- , � .-- - I-\ --..- ..1 -. �(.., :�: . . _".­D. _I �- 1.I . _.I _,__(._+�..�1 __.,�_.. r-\,I- - .-- ._\_ I _— —P EXISTING 5' SIDEWALK ATM _ a- --- _4--- -� •' - _C _ _ '-;. � rO _ - N -. h — - _ , j . s.. _.I _ _,�. -...— -..I. _.. c71' .. I-.1 -.." _. . . 2 I ,l- . I � /,_IZ _ " 8,�I , .I I 0 - -.I Ia ., , _ �� .- � I �I tI x,r, \ ,,- , l'I- )�It �A- � . q -- . L 0N � '. _ .-. ,'. . zI. -. . I. f��.. �.'.� —, .V I. .. . .� Q.— .Z. z.,. _. . .' - .. �,, �� s s®\sss®� ( ,� J \ r \r e� �Q \ ? ��, . (off X P _ K '.6 7 �I,1 & Irt,l x b` s­_.' 6 , EDGE O. F ASPNAL Ili I ', -- -- _ _ N-, _ _ VUL -,� ,� o �, l �*$ �• \ 1 48 =� ti 1 �, s � �� . D. w,APRON , -t�� _ �. ,�� I I1I_- I _, � �.. I=I -I 6-. —. ,,).'I ... .1.., .,�� '. ' I*.- .. I-` ,'. -�... . -r-,I. ��. ,� 3 .. .. _-,. �-'..(�s.-._.I� _.���.�- _. .. _.11;.� - I 1--- 1 .-- ` �� �� 4i 4,, ` s®� ®q .,' f1r �. \ ' bt x S ., g ! ��'' BSI TE BENCH 11/iARK: oj /1 ' / Yti n a F X 0 � ' w� �\ ®fi a®O 1@� 1 6����� s�0IV4*0*� 1 \\ ! \ ,� �(3 ®���� ®V� {��+6/8 x C� i 1 �. ITELFBA 469.24 � ; i3-- ELE !. 415. 3 \ � ,, \ s® ss sss sass®�®0 ®s \ , s®s x s r s VLB I \ ", � \ \ `� m sW � �� � \ \ = �ses0s® \_ 6', `\ Ac � \ ' a e 14" � *0- ���,0. o�s�®® S88' � �®*0 ��o�*0�*®e�,* ������00 1 _ a s ss sss ®s . -s ® c . ELEV. 415.9' WLB2 WL35 \ Vs q, � \ \ \ 7. ►G x 0 S,� 16 1Q E 100.04 N ELEV 416 0 ELEV. 41 _ 2 �' 136 `� �� � �a _l__ ' S88 16 1 Q E 70.03 � � � � GR A® � 7p A0 �,\ �, t--, . - — . ' -- . _ .r _ .\�.J .-,- . ... -., -_- ' --.'��-�-. -.� . 0 ... � , e- � . - .. .-I, _. �,�,�0A; g . .- � '. ,I _ .. .�. , --. . , - aPWL3 A _ E CST \ \ Q d, Q �\ 8- _ ��� �� , \ 4 ' `� 0 a ' �--- R K RY A\' \ \ IMIT 5RADING LIMIT ��< --- .,� R-o r 1 1 3 , ^ r \ \ . - 1 ^ ^ , I J I "I 1 0 _ , � . - ,I � , _ ` I 4 , 2 4 , I , I - V \ 1 ) \\ \ \ � , \ / _ \ \ � l b ' . . , \ \ � _ ' . � B � G 4� � t _ � � _ N \ G 1 � \ I " � )_ m * _ � � \ I 000 4 - - , \ � � ) I � � � , � v � \ l , � _ _ t / � ll� l l _ ) \ � _ r l __ . , / . . - - , x � _ � l ` < � I , 4 1 . , , - . . .. J �� \ � 11 V ) . � I 1I 0 I 1 - � . I . < . . � � .E 1 ' D II . . . * � �D III . III C E ! \ LOT l�1 \ \ 1.)P OF Ol b C}�n `J �� s - N \ Q v sz \ ` s 1 � p \ , \ \ \ ' , � Ef T C < . / \ �\ \ \ �� ~' ` ! `� \ \ \ �q, s c x a o a. , I / . HT.\ 5.6 _. ---� NOT IN:� \ I L \ \ �, \ \ (�f �` \` \ \ °� Q - — — —�� 4 . a CLEARING y 4- �E S T° �� � - _ () . ��, \ \ \ \ \ _ \ \ - t6 468I LIMIT ---•� � \ ,��, ,, a ! `) n NOT I � O \ \� � � \ � �. � � 11 � , � \ � \ \ � 0 170 0 �- � , A / `, _ af. i �! . a Q . c, j oxD �NLB6 \ ` \ �� \ `� SHORT,0PLAT - \ ,t- ` \, _ 0 \ 0 F. EL, �. b .\ conic ,..' �. ;� ", � V \ - .\ ,, ., \ , -� �, o \ \ s s 46 7. 6 AK'&� I ELEV. 41101 1 . \, �? 'Y o \ �o 15) � s 4 s LO`.sMODEL . i 0 � � �' . ` `-tea) � \ � \ s � '� s V U \ � f � � E- ) 0 - R F T _v A _E_ \ \ r>> \ _ . c s GARA GE 0/ 1 - c� .\�. 1 \ , \ v o c5' c" 1 \ `� \ I \ \ ': <yL-,\. \ 36 "�x ;\� � \ 1 Sa•ET. d ►�� - . . 1 �, l f \ �` \ \ / TOE_ 0E SLOP �, `-,S� \ , \ -'� ;s, �' ` o ��\`\ \ \ . \�\ \ `� , .i ` � � 1 ,Q i � GAIN 429►,G \ `\ # o. �\ d , \ 4 ) � , ��, �,_ �' q/ \ \ ---*i;.aAjj;r._ ­ .. < 1-11, . , \ \ � P ", �P X, \ . \ 1: V I W) \ I II \\ - -�' s I \ T\ I I \ �D `�cP \1 � y \ \ �''++ t� \� '�. . I . .. , . I . . I . V/1 \ I � : \� �/ll \vm � L T 2 �� \ r ®�r a ; K . lb Q \ \ s� .` ` 1 �-� t. VAI �437.0 .\ . � ��1k `r I \� \ \ \ \ s a a -1. EL E Y. 1 �.CJ Q\ \' \\\ 1 \�®4V4 q.e p(41 `� `\A11456 c .- \ f �� - A J �DPB7 j) � \ , .a � ,, s 1 yry� ��•] wry+ C (� 5 / 1 \ � ` \ \ ! � � \ \ � � fq �� � '``. � � �`��" \ E �'r 44 Tom. ��� \� \ -c } C� '1 'L�. +rel T VL. L L L Y. "" 415 _ � ` \ clq � j V, \ � 9 \ 1 Q \ \ � d`L� � � `\ \ � x {� � 1� ` \ C5' � } � �� � � � I � ° \ \ ` 4\� , \ \ �\ � ` \ FRET \ HOt�SE � ' I � \ r \ \ \ lb j �5. , � - �w a w X \ \ SAVE LLE /. . \ �, .. LOT 1 TO ( � \ ',\ \ � I q. 4 ��.1 o r 'b conic 7 l- \ � \ \ \ I I \ T � � \ . 2� -� P/L CLEARING I \ ` 7e �o �� \ \ \ �`. �� ` �, y�' E AID= \ \ \� `` •:I iWt`------M. °. 4 ® LIMIT ' �\ r - 1\ 1 a \ELEV! 6 \ \ r� ��\\V�\ \ \ \\\ \ \.\ \ .,r. ��% �1� \ \ I T \� \ ^!� ( 4 co N a D P 1NL 1 /�{L B C`3 a \ ! x\ \ � \ a� ` 1 a ao<> ��' �� _� '� � `�J \ �� \ ` \� \ \ �� �S F. F. ELr_ V. ��'� ��`) 15 9 4�1 � Q 1 \ \ r \ � \ �,' `S2 s \ {"� x �' 468. o = �` . < s �. "� N PEAK ELEi� 415 \ \ Z ,, _ � s �, X CL GRIN LIM! T 1 4,1,E �(O Hoc E NO, 5c�03 , \ \ s;> �\ - ` �^ j �. I-� BUILDING OOTPRrI`fT 46 .6 ,4 480. oa �/ DP wit \ \ \ \ a �� �,} 1 CLEF► � �f \ r ® ` �_ AREA = 1,�9£ so.ET.-L \ .0 s ` �` LIMIT \, \ a __w \ own� \ o \ ° .., ?� I . , , � � I <. J ��/, � \ � \) � � ROGER I . F. E� E V. . � VVLB9 " _ \ \ `�: � ; r \ s�,, w, \ \ \ e 4 �•' LOT 1; 450.8' v6s . E L E v. 416. \ �. � t � -1 '_- ___ , -, . � o < \ ' o ,� �'�� \ \ \ \ � � / - 6 " t, _0 n \ RY.� /� i " ��'yj r {jam Q ! :. s % ® ~\ - \ ! \ \ 1 4 \ Lam • �' \ ' \ txv 0 1 � j, I , ��ss \ \\ ' %� \ r r cx \ `1,x 1 \ x \ \ \ �`�� ' \ --- v �' _ i/ \ %_1 •1-1 ®*� rs I q : <,,tu � v \�, s C� _ t � �, 05 - 22- 06 \ \ \ \ \ �, -ti \c \ \ �, i 0 t�VLB10 A \ \ v s �. s� . ., v \ v\ ,� r5,� \��x FOUND REBAR ,� \ �� . f - a \ � o 'I-' \ 4 . / x�3 _ _ -- aFEsE T o. ° > � & ' s Ei V. 415, 6' \ \ . '� �' 4, 4 0 -:., ` , s ,w _ \ \ \ s I \ ` 1 `� .� GE OF \ 464 -- I \ \ �, � s �ti \ _' I �o � ( 4 VA TED x w . OF PROPERTY Y COR. � \ \ \ .� a, \ t, . \ ® 1110� �lll t 1 � $ s \ 6� \ s \ �� 62 - „HELD I � \ \ \ :\ ~ `\ 70•00 ' - �\ .\ + N \ \ \ I 4'SQ \ '— — 462 -� — --- -_ -_ Y-\/- \ \ \ \ \ ; .� s�®,., _ _ �- -�- q s �,�` �l \ 0. \ \ \ ` sssosmssa►sso®®®®sss sg�osssso®mossess �, s S88°l6'1[1"E 74.a3' _ - (6 t6 \ �a \ � 1 ss W_ -- _ �•-_.. ' ®s�4* ®60'® ,vs®� w�. ��s®® �,� ' ` 4 - 1° **"�ii go toy **®�� w o N \�,f \ \ \ �� sss• ..�. O 5r ' sss \c�' . .. \ \ fi 0 t� 7 \ '.�° wagm,.�..LJss 458 f ` =w ` \ 0 \ \ � � sss �� ® s° X 44 \ SHF D � 0 c� 44 � ?N't TDP OF"�5L0' 5��` -- 44 c� _- __ .- tc) �` �' ELFV, 415.3' \ \ G�{\ �, ss ss � �\ � \ � -6-, ��, �' \ -- �` sx� l` - - 5 � �7p_/C= �, a yr ` \ _\ s ® C -� 0 o \ \ \ \ \ , 0Y �s� ���� 46\ �� t - \ \ ,, � . 7 -- 4�6 - -- - - LE'ARi N o \ (/l \ \ \ \ \ ,,�`�,� rs s®s s t t -- - - - _ IV.s ��`'° r s s s �\ , \ - - 4s 1 \ 7 r - - z 3c'7 {� � f \ C \ S7 \ 4 eB— rya --! � � � mma * J `r _r l _ V/_\ _ — \ \ \ �. 4 4 �. r3 n tk ,..��, 5 4 , s 450 _f \ \ ` ' , '� �� '\ ` \� .mil y1 Nv / _�- 1­1 1 \ \ \ \ / \ \ c • �� o ',', � �s�'... 3 y '% ss ��� Y 7�. 6 452 ----- .-.._ _.. �_ - � _. - ---- 452 ---- _ f1,< ✓ �� ®s I — 448 - C\ x\ \ \ � ...11 . s 0... \, \ \ s . � ss � \ - ,_ -� _ / s 17 � \ \ \ \ \ �`�, \ 7,- \ 2� ,','•','.',','•',',��'�s'� �';iiiiiiiii \ s � 45Q�- - _ - - - - 45G_ __. _.., - -- - 4 ---• -- � ,�, _ _ - _ -_ -- __ 4461 V/ \ \� \ \ \ �� \ -- _� , ��s� o \ \ \ �� `-- x �— CR AD I I'� G s _ -- 44g _� _��_ _ -- _ -- -- - \ \ � \ /� % r./:,:'i • : /; :',:','.','•'.','.'• ..ss eras®ss ®ss ` \ s,�ss -__ �' - LIMJ �- �- r- 4 8 _' asses _�, c� \ � �. \ , �/ •':LI'Mll''. ,,, ........ • , ......., .. UA \ 1� �'°ss00,'_0 � -- 448- s®s® sq�ss0ss ..., ,44 - WLBH\ \ '. \� �!' `! f .: !' ♦'. .... F.-,,•c•�L �(✓• . r . ,.,.' '1, • . r,r . \� �%j,,..- , »_ „�'_ ..� ® f� --- -_ 00� i_ , ...... . • . . r . . , • % x \ �^' n /• . . . . . .'♦ ' i/ % •� , ''. . r r .' ®��' �~ �` �-4� ���®��v� ® % i •,1 r. �'r-v-'� -"-"i ,^"a-i r-r--• ELEV. 418, 4 \ �r \ \ � ,__ y , d ` f j r I ilSi / , ,( \ \ ;`7 ///A`J' x . • .. , . ... . r .... //f/ // /f// �, sss �'--- - _040sasses°s ..'. . . . . .. . \ \ �A . I I I . . . y , . . . . 7 Y-\/ \ \ `� .. y, .. 'LO.TV4'. .... '.... ' ��,�.•..,,.... .... .,., / _. .♦.' ,,... .;''....,....... � I \ \ •. , . . .'�. . .Y, \. . r , • . , . , . . ram'. . . . ,., . . , • . . . �2�1�/y• � . . . r.' (�/, . . . . r .`. . r . ♦ r . / \ \ \ `,•'- ��''� `,',•,' ,' .'. . . . . ... . . . . . ...'.', •. •.,,•/l � , ,`.I♦• ♦ ,� '4.. •. / . . . .'. . . ..'.'. , ...�. *.` ',,.' �.,. . ..... ,`. ,. "I" • ' j' . . . . . , V . �. `. •..'. '. cr; r• , , . ...•..., •� p•-�7� '' I \ \� j' '� 'r-�, f7 , ♦ ! • . . . . `�, 'G?j . .'. . , 4kC� : ca AST I }I.'. I < \ \ . • ...GAR 436,0 .. r .'.y! , � E.T� ,• . • .. � . V .� '.:','... , ...... .I . , • .. , • , .....�;`18O Q:r V� \ .� r. .. .'� r . , •` ...,h'...: .. ,� . , ......... . \ \ \ {� . 'FF�432.GG'... • ..h, y , �':'` ' .�< ' . ,�. .� . , � . r ...� . � V....... ... • . . \ • ' • . . . r ♦ , ..I f .`r'. . ,� k� . . . .Er��. . . • . . . . ..'.:'. .'. •. ♦,I '',, , . .•. ,., .,.6 i✓. - . . .'.'. ' 1 . . . . .'I.. . . . .~� 44 o."_i-'-1 .--,--�f .—•—. •..^r`.'.i_~. r , . .� . . . . 1 . . . . . . . . . . . . . . . r �I .I r — i-: a; #I. ... ' ,, a A... is .I.....,. ....�I...�,I .,.•,.,.. '� ... .,.,, .•. ` \ V.-, . , . , y, ,�'. AI 4A '4 .... ti ..'M ..::1 .. ,.'.:..' :'.'.`..','.'.','.' ' . • '-�.... , . , ,'.'.' �- IV \ % W-•� • . . �_� MAX AT j ,3��, .; ', ,,, *.�=433.I.:'..,:.:.,.:.:.... • a:`.Z. :' :`::': �/ ... ,�,': .� '.','.'.'.'.`.'.'• a ''':' ' :'.4:D','.'.','.' '� �,� V. ` E t E � 4� . ` �`J '\ - W"✓� �' f '��.f . w A. .'. V. . �' .`:4 . . . , . . ♦ , . . �, . . . . , , . r . , . . . . . .; , . , . . . '. . , ,.'(w_.,_ .'•'r'.'•'.'.'.♦.'.'.',`.'.'.','.: �/ .. . . .0.'. . • . '/.('. . . . . . . . . • ,.'. '�'�' .`. . . . T?'_ '— IF � N��� \ b, _ -� ` / f, �• r . , . , . . ... Lj ... , , , ... .... P� .' , �.` Z. .t .. .. . ... . . < , ,�.', ! • ' � 3�.® �' Yv ELEV 421.3' f' f f i �.N,:';......I,.'�....................�/. .:'.','.. ..,.•.'..,..,..... ..., ::.. .• rr r. n 011. \FT SIN . , .. •� .... . , . 'GA�t .442�4'. •`i'' • . , '. '�.`, :.' �, o : d \ ,050 S� �..... , . , � rD • ............., .. , , ,. :'.'.','.'.'.'.`.'........ • • ,`.'.'.' .. ,:'•'.'* 111 • .. , ♦ . r , , • . . f// I try co � ,, I \ \ \ , ♦ , I. . . . . . •� .1,6. . . . . . . . . . • , , , r ♦x r • , . ,f •,•,♦'•r•+•' '•, •1:' --••�� -�� r . . . . r .'.'.,. .•:'. r'. ,`r •, . .`. •.,.` ''//. , . . , . , . • . . . . . ,'.•♦'. .' , , / �•J 0 Y � B „•r.i .9 TOP OFF ERM\ ... , . ........... ♦ :: �:...... ;/ :, % ��' , w a .l�� •• �� ,\\\\�/ �' 1 .\ ..... ,4. ........'.'.`.': .'.`. . . . . ... . . . .... . . . • . • . • ...... • .. .......... . .'....'.) ..'.'.'.'.'.'..'.'.'.' O N �/� _. $ . • Off( `` • r , r ♦`• . ♦ • • • . . 1 • • . . • • ,`• , ! . • t , . . • • "8 . • • , . r ♦ . r • r . • . . • • I , ♦ r ♦ , r . • , . . ♦ . r • , . . • r . , . • , ♦ . t • . ♦•a,♦ •.,• • ,`r r • • , ,., . '...l.e. a..','r'r`.. . . •' �{ 430.0 \ -� ..... .................. . .'.4 . r .. , .. r , r'..'..'...':�;......... ram'.....:. , .... ea _� `� V� .., ,..♦.,♦.... �........................................\.,...., '.;.,.,... • r•'•'•'•','•'.'*. ' N \i rj'...... r ....... • . , ..... , ..'..... ,'. , . , ' ' . �� \ \ \ . x ......,,...'..'.'.'`.' 3.2.':'- ,`. r .. • .. • .........� , ...' ,.,..\� .,...1......... , . '`. I I o IBC`TTCM .`OF ` � �( � - � ....-70� :..:.�:� ......... . ..... . ..': `';'.'.'..�'.� �..'.'.',','.'.'.:'.'.'.:'.'.'... ' '. :� �'::. � a \ \ \� �` o ,. .t ..,.........�,-,. ✓y�./. .%"`-.,•r....,.,,.:. `. : `.,...,......♦....,.•..,... \'f� \rl�a� 4i� ' . , .'r •.•. .... • •,. , • . r . . . . r . . r •;�•,•.,...'.'.,.+.'.,.'. r .,. r '.' '.'.'.'. .'. .:. ,'.'•,.,.•.•.,.'.'.••,.'r, r', } �-. ix .,. ``'.'r I I V/_ \ \� � RJR j` '.'.`.'.'..z` . ,'..':�•,V.'.:'♦:'.'.'.:'.','.'.:'%`:.' .. PLACE EXCESS .'.:`r'.'.:'..'.'.'.. `..,..�. . )l i�� , �- . ...��l'.'.`.'• . Top OF FILL .. '' ::: EXCAVATION, .............. •... �. � �, \ '\ t o ....�.•... . Ill` :SLOPE ..I.I,..'. ':�'r': MAX 5' DEEP ''`;''':`:`:':':':':`:•; ;':'. �'' IV:` '' ..., ELEV. 421. o' 11 \ `- _ �' •�� , , . ;, � �..... '.'...''.:.',','.'.'.'.'.'..�,'.`.'.'.'.'.'.'.'.'...'... , , . , ... r . N '. , ..'l am I - '1 428- _ � � r�, ... ' ., . t •,. .,.,. 1. .,.':',. r " x - - -_ \ Y ... ,r r,.� . • . , .,..'Jr ... ,..,� . ... , ....... �{�.... ...`.'.'..'. ' . • .'....'` ... .. 1<0 ��/ / 8E 1 n .... .. , ..... •`cNq . . . LBD - i \ ��' I ' ';'.'.'.'.'. X) ..'.......n. , :' ' , ..... /, .��:.........••r,.....,.;•........... . . .'•'•'r .. . INSTALL SEDIMENT T IN ,AREA OFXST BARN. ELEV 42s.0' ELEV. 4 t. �.'a 1.. , • :::::..:':: ::::', : .. r ......"......."V., .:'.`.',..` 4 REMOTE AND RESTORE AR A►AFT R SITE IS STABILIZED. �� '.'.'.::' ....... , Bill ..'..' .. , .. ....... , SILT FENCE � %"''% ..,.� ,�........................ ' �� POND NOT TO �E CONSTRUCTED IF ALL GRADING IS CLEARING ARlNC LIMIT, �Y'l ' ''''''` :•:`:':':':':':': :. ':':':'I•;.'. .......... ��� , ......'.'..,.....'. 1�1_ �� � yea �. DPU�_2 —�---— -' MPLET D AND SITE STADLIZED DURING THE DRY SEASON . . , ... ... �,�` imsmas . , CC E FOLLOW EXST FENCE TOE CF FILL ...:.: %% .. .... ,`.'.'.'..' --'O - �l �(, ._ Q � .3 I -). Nam I CCU. O4 \ \ � / � I � . .ter, • O 0 O „ f S88'20'02 "E 331. 77' - � ` c1 S88.°20'0 "E 170.07' ffi��► ____ _ .. — 588�2Q'Q2"E 661.90' T7' � / / ,, �. �, r, lull QQ i,111 C? 11 _--. rn '� a x W V) (Lu 9 It[ C . V) Uj GO (nR�u W o 8. 8.�:� LU��� Co � Ln N N ® rnra:.5.5 (n Q Z it BRE'77ZKE-ROGERS LOT LINE ADJUSTMENT SITE PLAN EXISTING LEGAL DESCRIPTIONS, PAi a B. THE WEST 100 FEET OF THE EAST 530 FEET OF THE EAST HALF OF THE PARCEL D " NE 114OFTHE �� 114 ���a ���TWP. 23N. RGE.5E.1 � � /. � /�. SOUTH 10 ACRES OF THE NORTH 50 ACRES OF THE EAST HALF OF THE THE WEST 170 FEE'T OF THE EAST 310 FEET OF Y 1f 1 " ! 0/�- PAI&TLA- NORTHEAST QUARTER OF SECTION .10, TOWNSHIP 23 NORTH, RANGE 5 EAST, THE EAST HALF OF THE SOUTH 10 ACRES OF THE '1 THE EAST HALF OF THE SOUTH 10 ACRES OF THE NORTH 50 ACRES OF THE EAST WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON; NORTH 50 ACRES OF THE EAST HALF OF THE NORTHEAST CITY OF 13ENTON K ING COUNTY NA. HALF OF THE NORTHEAST QUARTER OF SECTION 10, TOWNSHIP 23 NORTH, EXCEPT THE NORTH 30 FEET ' 5 RANGE 5 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON; QUARTER OF SECTION 10. TOWNSHIP 23, NORTH, RANGE 5 EAST, Sul?vf: ul?, S NuTES • EXCEPT THE EAST 530 FEET; AND W.M., IN KING COUNTY, WASHINGTON; P� �' .EXCEPT THE SOUTH 120 FEET OF THE NORTH 150 FEET OF 1) THE TOPOGRAPHIC SURVEY SHOWN HEREON WAS 2} THE WETLAND FLAGS AND SOIL LOG EXCEPT THE NORTH 30 FEET. THE WEST 100 FEET OF THE EAST 430 FEET OF THE EAST HALF OF THE THE EAST 70 FEET THEREOF; AND PERFORMED IN MARCH AND MAY of 2006. PITS SHOWN ON THIS MAP WERE SOUTH 10 ACRES OF THE NORTH 50 ACRES OF THE EAST HALF OF THE EXCEPT THAT PORTION LYING WITHIN THE NORTH 30 FEET THE FIELD DATA WAS COLLECTED AND RECORDED DERIVED BY BERGE'R/ABAM NORTHEAST QUARTER OF SECTION 10, TOWNSHIP 23 NORTH, RANGE 5 EAST, OF SAID SOUTH 10 ACRESON MAGNETIC MEDIA THROUGH AN ELECTRIC THEODOLITE. ENGINEERS, INC. ON FEBRUARY 17, 2006. . WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON; THE DATA FILE IS ARCHIVED ON DISC OR CD. GEODIMENSIONS, INC. LOCATED THESE WRITTEN FIELD NOTES MAY NOT EXIST. CONTOURS ARE FLAGS ON MARCH 2, 2006. SHOWN FOR CONVENIENCE ONLY. DESIGN SHOULD RELY THE WETLAND FLAGS SHOWN ON ON SPOT ELEVATIONS. THIS MAP ARE MARKED AS FOUND IN FIELD. 3 2 OH OH _ _ - .. NORTH I .-7.R_0_W : :-T--- n'; - SEC. LINE of 1 11 .` 2 3-05 - • - - � • - - -• - - • .' - . - :. -. - - - :...- -• - • - - 2 . • `�5;�'H�lL_ �C)/�fl • - - . � - . - - - • . - .. . `� ._ •- • • � � : 4;,A .. . - . - - . - - •- . • : - � _ - - . - : ' - : _ - - u 0 HP .- �� ��' � '�`�-- 472 0 � __._.. o �.�� ,o°'--•��' Q o coo _._•� _ _ ;.`g ____-�-- �� ��p Ct 1`Y C�' RENi'C �NTRC�L � HP eo :�' : �.�0 ='1 : csGUY '1 �"� POINT NO. 1845 Q x �'. 03/0212006 w "PUB I ROADWAY g W R FOUND 4" CC3NC MONUMENT WITH .1/2 " COPPER PIN, DOWN �4� - 1. 5 ' IN CASE cnLo S � 0 E 6 0 . GA L C ' D _ : W - [ xfo 47 470 �� N.E. SEC. CORNER OF L S88 ° 1 ' 1 6 91 ' O SEC. 10-23-5 En x, x 31. 65 CALC ' D xn� ti' 4�� p��° • ��� VERY }� roc :EDGE. OF .ASPHALT' . tb co a xrcb, �� ,� t ox i L�GITlG>A1 C,7F : P• i�? P R k - r� kY l INS 7D•: 07 CAS G D �`- S . °.,. .. 159.22' CALC D Ri � , �� Pti '�'�g x x �. x ' p �� 3 �` GF OFxl S s Q c4 ,� Flll��` �y�,, x�S D� p�Ui g '� X �� x A SPN,�I L�T h _ . : A\ A (� - 3� �� x pro �'1 �� 4). W- APRON �a j :EDGE OF.. SPHAt T.. ; �..._. V. 4l.5.� � � � 88 1 fi ' 1 E t� A �` 1 A P _ ' x(° x 331.65 ' �5s 2 ,f �° xti ACCESS �°� BENCH N1AR�G' a �ro� WLB3 a X <_ ASPHALT E V z cn !4 <o x CA TCH BASIN cu glb _ELEV. 41 67 6B ' t' to X 4� o ,� Iq �, ��°�ra°� C(7NC Rll�f ELV.=4fi9.24 ` m WLB 1 WL82 WLB5� 31.5fi ' �� __ !4 y S88 6 a Q' ELEV. 41�.q&" p 1 Q0. 04 ' 100. 04 ' R-0_W x xp ° ' 10 "E 100. 04 ELEV. 416.0 ELEV. 41.2 a,- x g o` S88'16 ' 10 "'E 701, 0 3 ' O .(JOF 0 5LOf %x� �' 7 A`° '1 ro�bx t N xt3 r� '�j p� 12 . 3 � o 011 co WLBB p''am ems. F.F. ELEY. �� CONO. A. p�. ��o I ELEV_ 41t O 467.E D VEWA Y °� 0 di GARAGE �- � S' P � 891 SQ . F T . a : ,- a - • A; m . - _,- ..a. - �• _ .� r, TOE OF SLOPE p s r,k c� S0 <s l A xx Ln VVLB6tiZ �` L4 4 4 A. 4 o � 114 PB7Oq a A - 415 S ��3 2 \ O : x p, �6 q�� �<o� E VE LEY '' >... o � • r ( GRAPHIC SCALE 1 "=20 ' \ p,} _ Oa �P �x �IYE FLAY ` 47-5. Lu E . 1 /4 CORNER • : '� _ L OF SEC. 10-23--a rQ - , , 4 sz taa 475.18' R� CQNC 17 a O ,� s �'� � s 8 q n, 0 20 40 60 1 D 1 C!?Y OF RENTON ELLEV. 41b. 203 �, < v \ °� o��� $ x� 4 , ti x�° o BENCH 11i1ARK' NO, RENT-2 701 DPWLi 1111LBg ti o `� 03/02/2006 4 41 ®1 c '1 •©• S o `$ 10' Lu FOUND 2" DIA. CQNC x -0 6 ELEV. crj o x .?' � Q Q Lu L ` R �O F7� r x �5r 468.0' Dt 415 7 DPU 1 p q�` 7 \ �• �` j �o� HOUSE NO . 5603 F.F. ELEV : Cu PEAK ELEV. MONUMENT WITH COPPER PIN Cu - �` ' �p x �' �` - t "T , DOWN 1. 6 ' IN CASE DPW2 ` 'I ,�co ��°} - Q 7S Q ��� BUILDING FOOTPRINT 466.E 480.08 ELEV. ON TACK = 512. 02 ' AREA - 1, 298 SQ . FT. t p, _� sr F.F. ELEV © 05-22-06 WLB9 , cs \ a o �� o shy 45.P ` �`�� FOUND REBAR ELEV. 416.1 N � �-sr x -�.� � - 'Q t��' - p Q 8.2 - OFFSET 0. 2 ' W & .1. 4 ' S LEGEND '� L- �a x�` x� EAVE EL.EV. OF PROPERTY COR. ' nl o �` 4 - _ .pi a 3r �� x PATIO : q�s sy 4`7 '3' x� * FOUND MONUMENT AS NOTED c�c I ��° 4 o BOLLARD _.dWLBi O - \ _ y _� _! �� FOUND REBAR AS NOTED -r. . . ✓ \ ., ::.. .. F'b-,e .x•✓.il .Wr-...,.'a..... • sPr_.: ..- C Y. ._ et :.a .. . LL __..+:. ... . _ -...slew.+.. '.i rl. .5..•..-.. --. - - - - - .... ..-.. _... - EDGE 0 _ UTILITY) POLE ELEVATED x p, A62,r- ® CATCH BASIN DECK �� 462 ° Q SANITARY SEWER MANHOLE \ EDGE OF 1 `�� �4 S88 16 10 "E 70. 0 ` 50 WIDE �2 160'WATER METER w (a WETLAND BUFFER �, O Cv rn \ ti �``t" 460�.- WATER VALVE x " \ `�8 'ram a 132 �`� o hQx j a� 0 MANHOLE LID "PURPOSE UNKNOWN'. Z "�`� °,r° x 5Q . FT x+� �` �` TOP OF SLOPE '� S d 56 FINISHED FLOOR ELEVATION OE-4 WLBI 1 t `o a ,� A5 x 40 ELECTRIC METER ELEV. 415.3 \ `'a pX SPOT ELEVATION o r �. `� CIE& 45F� 456 456 g� 19 FIRE HYDRANT ZONEO R-4 _ e �, ,� ° o° x� �?, ti �, `-45'4 54 452 [� SOIL LOG TEST PIT FLAG o \�� �j 454 4 "MARKED AS FOUND IN FIELD" 45� WETLAND FLAG � a Lf��L �"� CS r U rLr7-n- 452 45 A�2 "MARKED AS FOUND IN FIELD" \ �� �- x 2 448 Q BOLLARD p, \2 c)� 4�O 44� 0 CABLE TELEVISION RISER Z 450 �45D D DRIVEWAY x q x x 448 D. W. APRON DRI EWA 444 '1 ASPHALT SURFACE e 6 ,�. Qq� 448 44 AQ6 442 ® RETAINING WALL eo U) WLBH b sr _ &A CONE SURFACE' ELEV_ 418.4' a� sr o ''�-� ' �3� tix �'��� �__ r- 446 AAo WETLAND SYMBOL ((� 4 q 4 �2 5 . 7 , - EDGE OF WETLANDS AND BUFFER L.-tiiLI2[t C1-L1 � �;ta o o� \ o �b ° 8 P � �.........u...�..�....t..`.�,�..�..... BUILDING LINE ,, Q x `� - �� CENTERLINE OF ROAD � _ ® �, (A 442 - 4� vHP OVERHEAD WIRES z P tx BARN. �Q! �C \ Q - AQO 438 B w BURIED WATER LINE `:3& x 180 sQ . FT _ 440 -0-0- CHAIN LINK FENCE •{� m x © WOOD FENCE AETLAV AREA \ 3 ZONES -4 o; EDGE OF VEGETATION R-- `-- 3•4,l35'+-5a.FT. Q t .� ? �A x 43$ A a� A0�' T.P. # TAX PARCEL NUMBER WLBG ti 4 , �r rn sr © d o { �D} _ ( } RECORD m Cu ro CQNC CONCRETE ELEV. 421.3p 2 cq Q ° Ln R-•0 W RIGHT-OF-WAY 10 /�v Pyo ) DECIDUOUS TREE (NOT SHOWN TO SCALE) o 4 2ROZA � 6 � wm N���t :1 cA OTRUNK DIA SHOWN IN INCHES . [AND LINE TABLE (� �% sr _ A - `- --� CONIFER TREE (NOT SHOWN TO SCALE) \ (, 4,34 Lu - TRUNK DIA SHOWN IN INCHES. LINE BEARINGDSTAli1 \ o o w C o ( p x ��� CEDAR TREE (NOT SHOWN TO SCALE) L 1 N55 02B ' 30 "W 5. 63 ' [(� p �o x t` L2 S15 °10 ' 19 "E 24. 69 ' .0\ �gx px a 4`��`- ti p �`1 a TRUNK DIA SHOWN IN INCHES. -�_� x '� d L3 S09 025 ' 03 "E 24. 99 ' \ \ �� P-- A3 '� o a Q L 4 N34 °46 ' 14 " W 38.2 8 ' L5 S59 044 ' 05 "E 25. 12 ' \ �z- L6 co S2D 44 08 E 17. B2 o �. L 7 N29 003 ' 44 "W 36.32 ' ° ° � � LB N32 °46 ' 25 " W 4 7. 41 ' `; d j o ._a, \ `� \ f ` �- - L9 S51 °02 ' 54 "E 53. 77 ' �` �u �'o�a `�"0� �- L 10 S44 °51 ' 02 "E 70. 99 ' WLBF 428 o x x2 pF Asp, / L11 S72 °17'41 "E 28.34' ELEV. 421.0' z%J . �1 p L 12 S87 °38 ' 14 "E 32. 09 ' �`--y- - - \,c 42 A xry 4� ' O WLBE L 12 2 - x x u L 13 biuns S46 43 31 E 38.91 WLBD O _ c� Q2 ` p �, m .� 10 FAIRWAY PLA CE SEcc ELEV. 423.6' ELEV. 424.3` O i� X 0o N o �6m 0 xl% SNOQUALMIF, WA 98065 \ DPU12 0 �6 PHONE (425) 458-,AM88 A L L A,�A'o - 131.69 ' '- - EXPIRES i l/25/2008 100. 04 ' \ 4 _---- ° �� �� FAX (21%) 686-2950 100.04 ' � ° ;.o S88 "20 ' 02 ",E 331. 77 ' 2 \ 2 S88 020 ' 02 "E 170. BREWE-ROGERS LOT LINE ADJUSTMENT SUE PLAN WLBC �l4JLBB WLBA ELEV. 426.7 ELEV. 4.26.E BREM(E PROPERTY DPUL3 LARRYROGERS VERTICAL DATUM: (VISITED 03-02-2006) � 5521 NE IOTH ST.CCIYOFREMCW BENCH MARKNO. JWW101 BEARIND �/1ERIDIAN�&50 NE 10TH ST (NA VD 1 D�38) A BEARING OF N00 "02 ' 42 "E ALONG THE EAST SECTION LINE RENT0N, CIA. 9&)59 RENTON, WA, BETWEEN THE NE SEC. CORNER AND THE E. 114 CORNER OF "SEE MAP FOR DETAILED INFORMATION" SECTION 10-23-05, PER KING COUNTY SHORT PLAT NO. L02SO016, ELEVATION ON COPPER PIN = 512. 02' AS RECORDED IN BOOK 172 OF SURVEYS, PAGE 205, RECORDS DWN. BY D. A. H. JOB NO. 6042-SITE OF KING COUNTY, WASHINGTON. DA TE 07-• 19-2006 D r C1-HKD . BY K . B . G SCALE 1 "-20 ' SEP 212007 m L r r a rs'1,� a P•+�+•i _.. , 4 , r Ty Ir ,,r r a 5 r ��fr" fl✓y fi.i ,.. ° as axr� r re a 5 fitZ' E'1/4 Ire! my �'., ixt �` c � z � �sP✓ , ✓ bNL� rc 1 -t r 5� a 1 ors v^vr �p V T .4 - �- LjA ��Y f f r1 S sa ti-v ry 1r ruM `^ 4a akix r }4 e &tam ✓' ���� � -'�{ } 4 r ly X r i k ,�; � yY1 , e J 1 �• r � ¢ Y �.yt t" S— © � i , 4 u� n � n� Y ✓, �� 1 -�; , 4 x 4T � r <,,., s Cv 7 r � a��,.ka e � 'f S' r .r WJe 3 a _� yR r= fdJ0.p r4 q ar�r P✓ - IrY �rR}r 4 �,;^,� _ •, axe k4,3 r1..z7_ /'� L ,..' v ✓' tr r rK '�{i `' yJ }Sf r;ti „ Se An g# s J_- Ph r i _ P;q 4'71 r_ Erma ./ 1 L,ti UL, ltl y -t fP �(}'►� : -J kt. 11 1 ',k ,u" 1 ,x . t a ''r� �, s1z x v7'a ry I �� ia� if � � Tye ✓�,r�,-f �,-r'}.� 4° �x{r xt ' � 'n t r a St �"r r ti a *,Ha. ✓. 4�, x � � �v �' s } xI s + r � �" '� � x>t�?� ��'°=�,.��l+M .r L S f,n 1 hY1 P ✓' C' —.w �°�'r� ,. �s geiz Ld '. j_,) ✓ h i .r 4 uF7 k �" ✓ w�. sl'r', r n r. "' N' t"rrs SUK v Y N(DiTES' !�,.r.,, } � - v� Y''' d ��, - s 3.�1 #� ,+. xy y'aF1.3 � f; Y!`` CONTAk-'.1 I ,� 4�� 4 r sr � 4ry Y � �� <r� �� _fir 1 F [e{ l l S1:V. �': 1 W', 'f Yf 1:kifFp E Jy.`� r'. F}i 1 L F 1 F. ST C ��fZ ,.y++-'y+ !__.. SE' C r , rz ,r r -. Tie �✓ -- P S l� C } f� C E �7 ,ca r 11 yz Y k 4 SE: 112 1 f� "T � 4✓+r fy � I r z I y i a F � r a L k f 4 } ? �. �qy yt i� w�rri r 1 I i ` J.�..a ✓ rTSr�`�_'� ,� i {,- i F �- .r�75y, 7R fr� f n r rr rt lgrT T: �'i� �,j�77 [g ?] 7 a k✓ ' 6 Z/(�� /" �� a � ll l k p '. r Ky`.�� �r }, l� Y ^''fr { jjj t Y j IS Y �.� 4; :.k W a a� \- ,3 y_ f r I.� 1 r.'- ✓ S,`, . �s rfJ 2 5 r >Y, t 't v f s Om", W'11&% E OR"' S: S U RV EY%0"" Re r'', DANIEL BRETZKE GEODIMENSIONS d'us ent LLA 06a088- LLA Recorded BRE�'?KE: Lot C Renton Lat Line a tn, r F r ,x}` s rR f45 s 4Y: 5. 1313 33RD AVE S 6210 FAIRWAY PLACE S.E. �H.� z0002���0000Z vol Page t �'f F ✓ to J � � '^ ti -� � �xj-=,7 ,a�"._„t -. rYi St'rPrr 'ksl�e�� ifr'�' � ' �rn+, w i ?. r `,�'{ SEATTLE WA 98144 SNOQUALMIE WA. 98065 DATUM: NAVD 88 PHONE • 6.; 'f. � � t 4 ��1, rr^ kr� ��`�' :' � - g ✓��. �7, r r+>?�- � PHONE: ' Zod�- 31 a- 2 9a Ho E �2� 458 44s ( ROGERS- Lot D Renton Lot. Line adjustment LLA 06-088- LLA Recorded ` N E "� ° " �� P , ,. a it- ,y - F� ,� n«rt x� 8 `, FAX (206 686- 2950 2000 22900UO2 oilPage 144 BENCHMARK: � r� "` s��u :` )s �� �` � st 116 T �r � 1 4'= 0 AND CITY OF RENTON BENCH MARK NO. RENT21 Q1 4 {yam �y a 'r'4 T J ws 1 X p jr 2- e � s,. 7pv �✓ s 7CK - � � -��F. 'x>tir,� � ��n t!f _ ti, r �,, f � {�' "- FOUND 2" DIA. CONC MONUMENT WITH COPPER PIN">}` t ' *`f' `�' .._ �-� F�L ski E SE1TH UJ_ (] LARRY ROGERS - DOWN 1.6' IN CASE ELEV, ON TACK- 512.42' E. 1 /4 5 , 3 ✓- 4 J r i� �s a" H T it k, 5T SE 5603 NE 11 aT S a ,�� y'r[� �,x���TH��,���'{ .� �, r , �1��:�8TH � CORNER OF SEC. 1 Q- 23- 5 `` � � i' � � ° �" RENTON, WA 98059 x f h� y !r,} Z <' f f Cy �4,�, pV�4 'rr s �1 - °i'I .`r f-,7 1 y - ✓� r b ��1� a :.� 'CL ,rye ST LrI Qc A P L I r A N, T UP 'vIL Ea "INEER %.Orm v .. ... p £- BEARING MERIDIAN: A BEARING OF N00°0242"E F SE 20TM ? ALONG THE EAST SECTION LINE BETWEEN THE NE -1 ST DANI L BRETZKE V SITE DEVELOPMENT SERVICES -, 1313 33RD A E S SEC. CORNER AND THE E. 1/4 CORNER OF SECTION DAVE DOUGHERTY 10-23-05 PER KING COUNTY SHORT PLAT NO. SE? SEATTLE, WA 98144 310 208TH ST SE �✓ o f , r r�r�"p f t ✓�° PHONE: 2a6--310--219a La2SO016 AS RECORDED IN BOOK 172 OF SURVEYS �1S kr �I�i3i �� ' ��I'sr¢ �' �``,�� ST BOTHELL, WA 98012 ' PAGE ZO5, RECORDS OF KING COUNTY, WASHINGTDN. 3 425- 481-, 9687 425-- 485--� 7199 (FAX)VICIN Irr. Y. MAP LIE. PPRi�( I�1F�RAT'I�� BRETZKE ROGERS SITE ADDRESS: 5521 NE- LOTH ST 5603 NE ?::DTH ST TAX PARCEL Acount No.: 1023059 58 1023059357 a L� Z 00 •" E'% S Er"" 1' 'rJL...f U �\ 1 COVERSHEET PADI -T'E C `3******** DWY-D ILIA C 2 - SEARING MERIDIA. ******** SEWER P N A SEARING OF N00.02'42"E ALONG THE EAST SECTION LINE O 1 v BETWEEN THE NE SEC. CORNER AND THE E. 114 CORNER OF NORTH LINE OF SEC, �" * * * * * * * * PROFILES �— SECTION 10--23-05, PER KING COUNTY SHORT PLAT NO, L02SO016, 10-23-05 AS RECORDED IN BOOK 172 OF SURVEYS, PAGE 205, RECORDS OF KING COUNTY, GNASHING TON. CI TY OF REN TON CONTROL Z -..N POIN T NO. 1845 o) Q - � - _ a3 f 0212006 FOUND 4 " LO CONC MONUMENT WITH '� DLO may ' M.E. 10TH ^7 y , S'EET T"Puelrc ROADWAY" 1 /2f� COPPER PIN, DOWN 1.5' IN CASE N. E. S8S 16 10 E 661, 78' CALC'D o SEC. CORNER OF SEC. a 8 _. -- �.... 10-23-5 .r n S881610"E 4JI,69' IN 131,56' SITE BENCH MARK: C3 �"` 100,04' 100,04' 1Q0.04' `CATCH BASIN _J LJJ 2 WL85k 121,65 70.00' R�O--W RIM ELEV.=469.24 A 32 14 .ao' 8a.a3' s$�•(�o" �- -- `_"�. �-' � SF BUFFER -- -- a AVERAGI G w Z LOT A LINE tE. r t AREA= © "cv O �� 11,431.83 SO -.FT. Q OP N NOTE. V Q } x • r •• a s 0 r 0i FOUND NO ENCROACHMENTS w � o � °1 ® 441 z PERTAINING TO SUBJECT PROPERTY, tY} a i= r� WL86 ,% 45.00 Ile o � N ADDRESS' �'` a4 ` 50 � �^ti o Q � LOT A 5501 NE 10TH ST � � � z o LOT B 5515 NE 10TH ST � w CL - S88'16'12"E a6LOT C 5521 NE 10TH ST LOT 0 5603 NE 10 TH ST . it U U 0 rrn ► N00'02'42"E ` S68.16'10"E © $ w � 0.01'30.0a' EW LINE WQ fENEW LINE S88,116'"E S88'1f' 1 a"ES970,03 S88'aE�03N� N816 10E � r Q %0.00' C., - ;�,-8t ` �� co OD w CI T Y OF REN TON 140.03' BENCH MARK NO. REN T2101 o ��,� �E 0310212006 FOUND 2 10 11 f ..� DIA. CONC MONUMEN T W ~ WITH COPPER PIN DOWN �i r ""-e c, 1.6' IN CASE EL. E V. ON w�ILLJ o Q °` - -"--wETLAND �����' TACK = 512.OZ' E. 1/4 N 5F CITY OF RENTON CONTROL �Q`l J .�� BUFFER r ,.. $� POINT N0. 1852 O : s c 4. ; `•Ln T LINE , �ag�, CORNER OF SEC, ap d, • �, ccLn ° 1; - j,F` ���0 10 -23- 5 b � o�/o_ j2oo FOUND .� � � " � V) �, , ®��, o 1 �. a SURFACE BRASS DISC •�- ; m �Q ..�, ..�..._. N WI TH PUNCH MARK SE J ° ° • o 1 a 11 SEC. CORNER OF SEC. , . • • .- ° 10-� 23�- 5 � �'q � Qua NATIVE GROWTH s o z 15 14 PROTECTION EA SEMEN _ 4 it WL E L 12 WLeF° I 0 ..., ... ..: . . . .t. : . ., ...: .. .. _ .J... '✓Y. 3r - s.':3' C .. :s`^ !.: [Kra - .e 4 t:r. xi.. . y.A. 1 • ." .. ,'�'�..., ,::tea .,.,::.-��•r .. l.:y,x_a.?z,e[ ,. _ r". .: x !:Qa ra:< ,.t- ''^E .>.�''��"'_� l: �1.� i' _ L"iis.! _ trii." v 14 it 0 0 a 11- III � z L0 I. `4C( .� x ri FF Lai U O 6 -i-.% a Li--~ z .x 00 0 Z 'v 70 -) n,I 0) c 'a A � �1 15 'M� . C71 • �0® "IIII E _c CL ' 3i � rw ,m IQ fi �A a 4" N cv II 0 . .r0.1 o i♦ i i , I T r s 11 • 1. i- 1. ■ 0 w x a z n 4 1 L'+ j , L - i 7E=4.2.4,07 - �.' - N - IE= 42�. 2 7{'E) _P ' . . " .1- - IE= 420.32 !' \ X< wry N ' . . L___ I . � 11 . � EXISTING 5' SIDEWALK L, -_ - - I n - - - - - '12--_ , --- -•--- -�" Ill E �/ 415..3' WLB 1 ELEV. 415.9' WLB ELEV, 416.0' . . v v (6 k6 N �w Lo .w U) av fl z O z SSMH TE= 424.3 IE=411..E -�- - ors �--- . - , .f.l . � - �. - " - . � ' . `x . . , C, �, ASPNAL T ROAD' .1 `. ' . " , �, , r . 1\' \ \ . . - ___ �7 .J 25 M 0 h i _------- �"` i ,�_ . - '1 - ' � • . ' ,% \ I I . . . E_:� $t-'- . „PUQLI C'C�AD NIh Y" L . , $W�� --- '__�_. M - " , 6 . S88 16110E 66�9. 91. CALC, ib ' . -� _ _ ---� �-' w , r ti , J a /\ X x E1/2, SEC. 10, Ta 23 Ne� R. QUARRY SPALLS DURING CONSTRUCTION _ . - =\ - . I - - - I �, '� - , . . . . I . . _ L - I " , , �"�� { t I. r. . -: , J . .l - 'I r .. . . - \ . II1I.1� . NOR a.:. .1L4 - 1r.: 1N�Z. M: MMMSM91-� 1.I 111'.1.J .... CUT = 1, 800 C, Y. FILL = 1,800 C.Y. T• rn: QUANTITIES ARE APPROXIMATE. CONTRACTOR TO PERFORM WORK AS REQUIRE® T® BRING SITE TC FINISHES GRADES AS SHOWN. t,l... t , I . i-1-11 . . . - . '/-L . . . . . I ... ------ . . . . . I . I . . . . . I . I . . . I I - I�L _/___ - _,_ --:4 \ __ __ _i_ - I , I . . . - L -�- �_ . . . . ____ - - - - , / \ \ rc \ �_) 1__� N . . �0 , . - , . . q.w . - I . . I . . ' . ) . . . I . . It �j ✓ \ rQ 1,70) � \ x \ \ 110 � x71_1��ZSt. . 000 � \ \ � , V�v IV x \ v--a X �� r x'D , j �`tr� r �� . � A 'P rNE0 : I " . I • , Igo +vv® ;' I `>�4- _. �� \ I , r v ,� �n X `� L \ , EDGE 0E- ASPHA T � I WL -- "J�� 1 ®too \ 10 - F-.�.� \ + `1 �� D. N..APR.�JN' e `� � jw 4. 0 ®o •'1 • =y\� A 11.51-. r ' � X rn �s I ) e ��, ' ,S! TE BENCH iuIARK: � oI 0 1 i : 0 ®e _ 11 r °� CA TCN BASIN �_) I x I. oo ovv0000 so �� . e ®oo OBV00 O �' \ \ ; ' 0000® oo o0004- ,X RIiVf EL EV. 469.24' d q[ l i �p ���� ��®�� ti i 1 i > f ` �j C� 48 B � v ovB® +® ov Bo ®®®ao$ r®o My oo „ �oev• *0000®o o�®®�avBov�00000mo Gov®I®oo ®vo®ova 1 t��-� \ \ E _ •®0 1 \ s o000000 ®v :��i� \ { -� ? 4 oo®® _ �[ WL B 5 1 _'I „ \ `�� v "� :�, \ 70.GRADING - - o t \ K OB �� 588 t E 00. 04 __�.___: 588.1 » ' ,. 6 1 36 \ , lb 4 70.03 i� �.. E V. 4 7 ., 2 � ,� �0.00 „ o � r 0 am � DPWL3 �, - O ® . \ EXST \ a\ \ c `1 �' ��> ADING LIMIT - . . R CI�EI Y. A � LOT A \ \ \ 1, \ r�, �P OFVs o .IMIT art) �o `\ �'\ \ � � � ID N ! H Ta\ _ -JV_----� NET I Iy \ \ �� �. \ \ ,x _ _� �, o ; CLEARING V/ &- � �ql9!j�roR�A=T_�\- \: \ �. x \ ` - 68 -� . .` -a* --\ ,,�) � G -- /� NOT o \ \' ! \ � \ \ Q � � \ \ I a �" o F F. � ti� � � � � ,/ . ' � � �o � \ \ ` \ \ `� _ SH OR TQ L T \ - \ \\ \ �° � . � � �-' �' ® � o EI..T pro �; � \ CONC �. �� �� EL�1�1 L 6 ,,r \\ I y . �, ,. �1, \ - \ r ® 46 7. 6' \� D ' LEV. 4 c�'� X � \ \� ,� 17 _1 ��; _ \ �� �'� `� o 4 . F� LAC% DEL I ix) Q11i rL \ ♦ `I�T\,_, , \ \\\\X I ,\\\\- �\,�� ♦ � \ 7 r � o GARAGE P .8' Ol \ �\� \,_� I �,, BU 11 I L !� � \ \ ,36 j ?) I t�,�,' '11,--,,' , <:�, I i'l &TOE OF SI oP \\ •� �_) <�' \ , \ _ s�5.�,/' e \\�\ ,\=i�`\ \\\ \ 6, 0 . - ,, 17 < - .�C� \ B _' �� i . � � v RAGNG ' \ FF- 4,24 \ E \ \ \ \` ! W �\ \\ s ue,\ �, x` , '� \ RE TZKy I`, ,� q, , \ \ \ - \ -A. \ \ �` ` \ ® ! ' 9 . :� . i L T\� \ � � \ \ LLL !!! \ pq 1 r� nq \ \ �; L <6) ,,� ` ■ \.I �\,1{1f'y-�() T B 4 . , t -q ` � C \ � ` \ � r ri \ `F1 `Y `� 1 �rkl � � 'f d/ d .® �\ • .PO `. ,� \ ;\ � \ �\�,�� �� \ E \ , � ` ��\\. � � � � .' 1� . .� � .�, ' " W� B 1• � I Y1 o tC1 \ELEV. 475.8, \ ; Q \ ` , 1! \ �F=434 :� ! �s ', , ` .� \ s� GAR01�'r456 \ \ \ ` � ; ' �1 ! o bPB 7 '� \ \ \' \ \ \\ \. ` � ��� \ FF=44 \\ \ \ �, QLi f� � U's T � V I N \n A VE '\ \ 41 `� 8 \ \ \ q`L % 9 , \ �1, ` \ \\, P. �/ . - s \` ,�' o V, :\ �, ' A i�1 4 75.10 \ ,\ ,�\ , \\ �lb� o �, MET �iG E t �, - \ X\ \ 1 _ a �� 2Ui \ a \ \ ,� 1w 14 \ , \ \ \ EA VE ELE V• �2 \ \ \` �\ \ `\ col ev��a T \. ,�, \ `� s `1 :�`� � �� N ! , /\ \ 1- �� LOT TO �� �, �. \\� \ ! 475. �� ��, h� CONcfl1 ' R /L� CLEARING �' ��. �5 a \� E A 1 \\ �, GR ADS_ . �A4 a l ! \ O � \ 1 1 si \``� \ \;�` '� `�"` \ \ \ \ \® ! ` . . ' E v LI M T a ELE V. >'s. \ \ \ z . .,�� '�� '0 I \ \ \ �0 .R '1. N o 11( P tiIL \ i Xr\ \ ` � . , . / g ~\ c �'�!`\\\��\ �\ \ ` ` \ X X {o s ELEV. EQ - `'� L 4 t , 1 i , )4 ,;� .,�%f/ � .� �� \ \\ \ ,\ (°� �� ---' x 6,, 0 t� pro 415 a _ \ .� �+ \ a `` �.- c5'o �, ;,, \� f V-. \ \ �.' ,� 468. D F.f . ELEV. PEAK ELEV 4 � I \ DPu1 � \ 1 � \ I ` . \� I <'o \ x� CL ARIN LIMIT � i\ , \ \ \ \ \ \�. ' �` , �` \ ,� \ 0 b'UILD NG DOTPRLIV T 466.E - 480. 08 , V 1 \ �tll CLE A ' `\ DP w 211 \ \ \ 1 \ rA0. _"� `' � I � \ \ � ` AREA = 1,298 S�1.FT. \ \ aIM3I f - LIMIT , I '� \ .. z r f - R�GER r .F. ELEV �rULB� '� \ \ Q \ ��.,'� o �};�� �� \n� LOT 459.8'Gs ! . EL_ E V 416.1 ' \ N �_,3 `�-\.__...�,.\ , - l�. 11 11 �- �- -- vl \ o C� � '. \% \C 2- \ \ \ \ \ 7 �' - o . (b \ 0) \ 0 �Q \ I n, 0 i� � -`- ..�f \ /I \ 1 \ \ , O \� `1 / ..1. : , 1i 7 L✓4�t�14� I . 11IIAX ID \ \ \ ! �- ) \ OB - t \ F \ 0 \ r PATIO , �� \ \ t [_ )n `' oo\ r<o I 1/r \� \ , \ \ \ ESQ \�� \ w c t <1) rQ� 0 - 2 % 06 \ \ \ 1� v \, v v®\ .+ .\� \ \i �5_2r5' \��x �' _ FQUtVD REBAR WL B 1 0 \ <�' , I v' G \ \ 1b o J Lr. B I r, Cj} � I 4' 0_1 > EL E V. 415.E \ \ \ 0 \ � \ \ m. I ' . \ , �X �, - � OFFSE' T 0. 2 W & 1. 4 ' S � a, 4liw x GE Or464 ! \ =�- ! O o; vv \, - \ ,� a I `o F VA TED � OF PROPERTY COR. �� \ \ 0, \x �. �0o ,, � o o I., rL \ \ � \ OG• �_ i f7ECI< /Y-) 'I M_4llIg,v _.- 462 HELD I` ram' \ � , rIIIIIIIIIIIIIIIIIIIII \ t _ I , \ 0000®000®Bd®O00®00,� ®BBBBBBBBi® r i � - �' , \ \ \ ��' \,\ l0.�� � � `` }� O- 5���` ` r \ `_ \ � � �� � ® C �.�/-' S88°16'1D"6.. %0.D3' Ii \ \ o -.� \ 1 \ \ B v v _ _ - 6 0 -� - ._.-���� \ \ \ \ \ \ \� \ 1 0a ey 1 _ B� 0406 BB o \ \ \ C��1 � \ -- J _ Q 7� t,., \ ` �� \ � ^ Bo ` ti O ----, 0� M � 00�0® O®o000� 04 � "® \ , 4� � � � � � �0_4 o � i4 @_*p����8®0®00 � �. OVIDk )V V \ ` �, � t� \ \ �♦ ^ ; ` �B � �gpq � � � �'�� 0� �,,� +--�� .� ,o ow � � \ Cat^ fir- \�1awwamll®O � � ^--- "" i \ \ �l 0 � �. ,go �, j"" �. ,� r�X � SHED X� \��` \ - . X� TOP 0F�SLO� X 55- --�_ � 4 O 0 � � 6 6__ v 00� mW L � 1 1 ` \ 'I o o o f ' ~ '� \ \ ,� 'Cf" >; A '� ✓ EL E V. 415. 3 � \ 0o i ,�� \ 0 � �, \ � � { � ` �>� --- _ N - --- 5 ,- cx ! \ - - ' \ `\. \ -9 -0 v®v�o `10 �\ �. ' \ � b °�' r �' \ -7 - 456 - ,, o LE"ARIN V\ \ \� ov owvoo. o 1_ \ L. __1.- �_ o LiT� _V _�_ � \ U-1 ), I `_� I I -*Ml llllllll11�, IIIIIIIIIIIIIIIIIIIII� I �, , %% - e_ - - - � O-) \ \ \ \ / (� \ 01�1 �'. / . , 31/ \ ".9, , - - xl�l -_ B 3 ix50 - --. _w 4 - _- \ \ \ \ 434, A '_ I I 11, - 11 . 7 1 \ 'A'�Allllllllll� ____ � IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII� � - - 454 _-450-- S ! y_\/1 \ \ Y,\// \ V-) \' \ "C_" '- . ---- --- _.- .'.'.•.'1'''•','.'.,�`.'.. ��00 \� I � \ moo \ B-.. _ _ - - 450- - v - - V\ \ \ \ 0 -- 4 .r _ I f � ,� f ".`�'!�� � � o \ vv \ \ � '-_ x� - �� X GRADING � � _ -- 448 _ __ �� - -- _ --- ---- -- ` '� ! \ \ o � / /!y/,/rfiyl�, /' .. . , r�� B \ B <1 '� j7 y��-_ r 4 -' \ \ � \ \ k - ',1..�'✓.! .fr',f. • , • . .'. . . . . . . ®v`� �� 0� \ tk --__ -� IAAL `4C3 y- -- �� S� ,Z �, • ,! .... . , . , . I ... v0OOO O O \ ooOO _ � -- -- - L ��u i .-'-• - 1)s6 �i�►O®® - . i \ \ \ \ \ �'��'�"... 1. . , .. , ... 0000�v \ \ ®000 448 B®o®� Bo�oo ,- 44 _ t . \ \ � ��• , ' / / :: . I � I r \ �-' 0000 !-- ` _ �- oa o �� ....' H \ \ �� \ \.. \ < 1 Q' �' .`I...F1LL/•( . •. 'I.I.1. 0 ` \q \� a liB® �11B� ! ^� ®BB B 060 `, , , rT'1' i'l-.-1'r-r'+•• •.. - / \ EL \ g x I .. . .. \r ...... \ O ®o �j�,11 --\ ,� a I I . . - / , �/////X// __� 1:1 / / / /Z I \ - 0,�� // �r/ I /�^ / ! I Y-\/-\ \ �� \Go �. \ r' \ x. • .' ' .....�� , , . a' I .. �.x , �. • , , r .. , , .. , .. , ....\L ....... , . '142- _.-. - --•-- - - - _ 4f -- `, '.','.'.'.'.'.'.'.',•.'.'.'.'.'.'.','.'.'. \'i \ \ \� . , ......... `.' �; '.. .'. •�'.'.'.'.'.'.'.•.','. , ..'.`. . , .'•,... I . • ,�%/. , ... � ..�.... ,-''.'.'•'.'.•.'.','.'.'-BA..N.'.'. ! \ � \ ........GAR 436.0' .,....,.. . ..............a. 0 ..... 'f' r ��/J// �/ �[�/y'1�I(�� .g7{1k•.W`/� •■/�•f11..,_• ` �/p /�//�/ ^j 3 (�}p{/�'f� (r'IL 1 19 C'-I'll 'f • 'Y-\/l \ \ : , #' : . . -� % i i .F E: • PM . ' • , . . f . , • . , . . . . r . . . �� . , , , 1 >1: � ' /. 1 • ` . . . . . r . . . . , . • ' I I . . I , •.,�+., . I \ �� .. , '� !' ... •'ij:k a. /. �T'''3 ` • , ..... .. .:�, /!y}/jJ ' p . . . . . . . I „ - `n . , ."�:' \ . . . . . r . '� 1 �•--i' \ \ _r . ` '. : a . . , • .'.S . . . . . . . . . . . . . I �. .'. . . , . , ' . . ' r . • , • . 'r '� • . . / � i \ ,'.', .'. '.', . y, ,...... , . • .'.'.'.'.'.'.`..'. . ` I ....... r , ... , .1 .. I. .... .. , , , , ROCS A .' \� ��, ......�,�, .� ., ,................................ - • ....,. ...•,,. LOT`.' ' j: MAX GNAT I \ /// /, ��/w . a.' .',�` .. r,' IF-&433.00-%%,....,....I.r...1 •-�: _, • , , .., . • .... ;�--qj�`/l�� '.T�'..� ',- '•'• .`,'.'.',',',, 'd ,`,'. ///y/ I . • • .. :� , . r'.' ,�a�.o.'.....' \ \\ / ,J . . .` • .', , r; . ,•. •, 1. •..• .. . . . . . . . . ,�• . ,� . ' 1.\ ` ` '�_e-�, , . . , , , . . , r . . . . . . . . . •�'� . . . 1 • .'. . . . . . , 11 L E� G E L V• �/ o �d a \ � �.. 7 f �.� ' . . . . , ' '.'.'.'.'.'• . . . r . . . .`.'.'.'. . .'. . . . . . : // y �GJ.'.'.'. L. . .2. . . . . • , • . . . . r . , r'�. r � . . . . ��I . • . . . . . . . . . . . . . .�a fi F.�'Yodl�V .•. \ .I.' l / �. •'J4. ' ' f �. . • . . . . I .. . • , • . . , , C f/. , , `� ELEV• 421.3' \\ �p��y)��q/■ j/�j\ / i .�•'.'.. / .,., �y�/�'�( gj //� .r......r1......,. '.... .a � \ 1 90 vP ®f FTi ,y' . ram. . . r . : 1. . a . ,�i �,'. , . . . 1 . , • . . .•:� . , . . . 1 r . . . . . • rrMAR •�C4Nr®'. . . . . . . • . . .a`.'.1 .'.'.'.` f ' . ` . . . . . l •' a r . r : • . . . . r . .'.'. .`.•.'.':'.','.'.'.'.` ':`' ' `. , XL ! \ .\ �, , 11 I".,,I. rx •�1 ,, rr �, .1 Ffii.W, .'.'.'.".'I•.`•'•'."'.1.1'.'.'. �f. Loa •'•..I f�• a.a ..... r , . a ...... • ... , .. , a . , .. I F. I�D 111.11 \ \ ... , ... • .. . . , . .... , . . .. ' .. . I .. f f ' 'l �' f ' I \� TOP OFF ERM\ '....• .... t.' .....1..'. _:... .. I ... - . '! 1( . .. III-- . , \ }.......................' , . I ... \. �• . .'..•.'.'.'.`.' ...'..'.11.'.'..'...`.. W 'y`�,7�% ,�- (/,/ � Z x \� \ ' •' • • • • • a . • . • . . ,'`a • 1 I • , . . I • r • • . . , t • • a . • , . , ♦ • r r • -I. r,1........... ..'.'. . , •.1...1.•....r• V ..I••.I.•I I\ . I .... ...,.. ....I...........,... •. .,.r..... .. .... •... . -V I. \ ♦,4� 0.0 \ � g .I.I•.,.`I....•.,,,.. 1� ..,..1....r....•.., " \'' "' ...............'......II.1.II...1.....•..It .,....,..,...,, N y_\/1 \ \ ��, a - v (.... , . I ..... ..: .�. .. . . . . . ................... •..\. I . .'.'... , • .. • '%�'x','.'.'.'.','.,11•,...•..1,,I.,..,,.....•..I. '.i' . , ,'.I Q `_' � \ \ \ t x � 3 .� ....... ............... • f \ \ �� t I .a....,. ..;�4•1,=.' I. ,........ '"T'.'.`'.'_ .. ti.'.'I'.., :.I..,V• I,I•,'. `..I.,....•.•....,.......•' .3.' ! G' BUTTOM \�F� r �� . ' I . I .:` . , .',','. , ..... ,-, l .1. , • .. .1 a I ... , . .. '1','.' 0y \ "� \ \ \(�..� • Jo r r . r •' . •{S`i . . . I . . I I • , , ,�,-", 1. r . . r . r•1.•.I.1111..`.......I.I.r.1.1.+ ,/�.i✓`.. , r..1... •.'•I, •. .I.....I•If.• •.•..'�. J. I�'.`• • I , .'I . •'r , •�".''• . • I • r • r I • , • • , . • . . . • . .'.'• , '" l \ �y �tl a ,I/1 . .% • . . , I I . f a I a a , , • . • 1` �'` e • •' • .,'.1.'. , • , . I I . , I I I I I , . ♦ 1 1 .'I .``( , > I . . ••. , r I . • V a I . S 5 • , I . I . . • . . • • I r 1 . 1 1 . , 1 • 1 . I . . . , • . • , . . . a I .• `.', ,'il \!� ON 425.\Q �X � , _r t ,: •1. .•.I. .I.'I 1 .. I.1.'. . . . . . I . . . . . . . . . . . . . . . . . ?, I r I . ' t' . . . . . . . • ,,I . 1, \� -� .� � � ...', .•, , .I I.111 I 11.1... . . . .........' . ,, . , ....... , • . ; . .. PLACE EXCESS'....•.........I.... ,,. 'I I � \�, \� �. :: ,. +.... ,', '.'..'. ,'..' ' : T F' 1. �' FiW .';:: ;�.' EXCAVATION. '''' '•' 1 \ „ y-w- \ � `s'� _ . �.�.,- ; '..,...' :' `•;SLOPE :':':':':' �''''' MAX �° DEEP, :':':`.',` ,� f z` .,_- ! I .I','.'I'I • • ....'.'. I , .. , . , • , I ... ... I , , ... '.'.'�'... ..'.'.'..'.'.'....' ....'�'Ej II �` • .......I, .'.'.'.. .'.'.'.'..'.'.'.'.':'.','•'•`.'I' . ,....::':':': :':`:' ':' AVG = 2.4� ':':':':':':':'::':':'' :•:`: ,' .1.. ..11...'.'.'I'.','.. .. • .... , . I .. , ...... • ...... .. . 11-1 WLBF � ~� •�1 `� -428 1 � ; �,� , \", , ,.'.. ; ,',`•','....... I , . a ........... • ... , .. I ....... I :x1.'I 42a x _ \ 11 ,, ,.,,I ..I.' I. ,�. NL_ ��t1LB0 ' \� I i \ `� ! �'.'.'I'.'.'. .'fiSJI',',`.'.'.'.','.' ' ;,�... a ....... '.;..•'.'.'.'•'.'.'.'.'.'.','I'I'.'•'.'..'.' , INSTALL SEDIMENT TRA P IN AREA OF,�EXST BARN. \ ELEV. 42 -� ELEV. 4- I �, �\ \ .,1, • . , ..1 �, . • il .�;. ' :::. :`�' ; ...,I•I.I.I,../.11. • ,'•'•'•',1,1.1,'11.1,'. , , 1.. . , .1.','.`..'•' � 1. .I., 1 REMOVE AND RESTORE ARAAFTER SITE IS STABILIZED. ��} ! ^�`� .'..'.',•.• .•I . • . ' :•', .. • ... I'rx.. ......:......:..'I""'' SILT FENCE , , �: � . , .. I . , I , .."I'I". r ` I . It PON® NOT TO DE CONSTRUCTED IF ALL GRADING IS '•� " / ... ' :: ' ' '.'.'.,I .,. I I.. CLEARING LIMIT. �� �, c . • .... , , .. 11� ..:'1':':1 '� ...... , ....'.', I DPU _2 / I....,•. ..1 ., .. ...., 9 �. .'.'...,. COMPLETED AND SITE STADLIZED DURING THE DRY SEASON FOLLO I EXST FENCE TOE OF FILLV.J•'.'.,N,:,'.'.'.'.'.•.'.','.`.'.' ' ` • 1 Dmom Mw(). 04' I' _<-� -- �1 al - 10 S88.20'02 "E 331, 7 %' � - c �..�-�-- - -' �`� � �.' S88 °20'0 "�` 170, o %' R- 4 50.000 - - s88°2o'�2"� . �o' T.P. ff 1 u z ,_)J,)�,J,Ja _�__� -------`` II�B B UIi 3 r . N C F . rO DPUL3 ELE V. 426. 7' FLEV. 426.8' 1 { I i w �i • �V9q�� ll y z t .i/ • a•y-. g•��/, x 1 `cc ' aeao �'6 � i uJ a 0 �� ��¢�� M � F_ _r j) W 0 N N M2Vt E V) 1 1 SHEET: OF: 5 b -----.-... . .... .. __ ___ - -------- - _______ ___ P 2 7 2U07 I . . e"18% `ED . F1 E 6 III ..,, .I -,,; a. .,:.: ,u', - ... ,. - :,. .. -, 3 _. v>., -', ;+v' Dyw-"V -' R$' h ..C.:+ r < r �,i r c .. ... ,-. .... .... -. -, :: .�. :-: ..a. .s �.. t .... a:,ra. -,r ,, -,,wo- - •-:., :.. nc .-.'.: k x :,:M.. -: I:. Ik<5 - ,. �sT :' ',.�'�: :-��,. . y: f _. _ .. .. .. ... - -... ... .. _ t: .., -, .,.a - .. .-.�: .._ ... .:. ... 1,. 1. L�, S ek Ml :a ,�`.,.t+-,.. Y.. F, °: :k `e<.. .ay. f fir. mC "'2- ! .4: ..1't i'b" `L'. HAG:" ,'k ,. �: - h"' �..., -'. �•,f ,a...- f `l,ii�,.. -r5. . � k .. -.. ._ - .. ,,. .. _.. -. ,. �. .,. .,. ,. � , �;: ,. .: ,. � v .,.,.. .,.. .:ca .�..,.r,.1., �v>.,,r....s. ,�.-.�'•ar l,�:.n,. ,"x�. ,,.r. .•r, .E x,r:: ��^,.,�,:, .. -, 4,. r �: ,:i..s.r. ;ss '���,.�.. °.v-:�. -�.�.r �� ,-Y-- +..� -6. .:1:"a',.,-. ,. .�....:,. �..:�,'-:r I..; ��,s.- . a:- .s..a. art: ;�.. .14��',1 �. =._t... �- to--*�.. �„ ,.3 �- s.€-��.�. �,ce-.' .t... 3,�.,'".ae F3R,�.. t,. .. k. ,,, ..�'r 4r.-a8: ,_�.-t��..116 t?--- w.^FEi#:�.. .. r"�:.& :t!.rlfq�g c 'a 3; kl. A e a E A Ll CONN TO EXST C8- IE=420.32 w VERIFY EXST IE TE=14-2.4. 0 7 N N. IE- 420. 27(E) . IF- 420. CL a e 00 0 V T5 n u � m .0 C a•. •� Lq D U � � b a H 0 0 W x EC E lh, S. io, T. 23 N., R. 5 E., W.M. ss J F TE- 424.3 IE--411.5 ._- OH - 0H P- p \� R.-_•0 i�J .. . Y. � . - � � . 6 ' ' . � 511 TAPES ( ��` � . �{,�. � I � f �:•--=-- _ g tic !.� U (�,(5 ASPNAL T�RQAD 1 1 , �30� Pn�f 1 � ! I I f1 4� - _ I�A it: 1. 1'� tr, UY OHP --OHR- - U„E \ !9 `. -� - -! -- ---� y -_ - q- �' 4 ;0 - - 4 70 - -_ 660.91. C LdD ,F. .. .11 o �a D �E•PPR F A L. c ro C)LOCA.TIO 'Or C{ . LISTING _ \ .'SEWER .LINE f;70.C?7' CALC'D 5 SIDEWALK °° ••STD• . •'. • �;.r • ;� . , ' -----...- -. , �® cC MATC�i-arra EXST CURS ~- Q �, • , , % N' t BALK .. ' , , • ,' a •ip„ VVL B 4 (r r � \ 1 1 a ' X• -. [ 7. a F�rV, m a [ • l l �. ��Y..A��.ON' 415. S88'1 ' i =.: • .. / j� 1 i �O V IV� •''3@V ` Va� Imm 11 EL E V. 4 7 5. 3 ` 1 ,�, "r ,- \ _ V. 415. 9 WL B 2 V11L B 1 \ �\ N \ \ \ o \\ \ S88 16 10 E 100, 04 � ELEV, 416.0 ELEV. 41f 2' � \ 1 1 \ C� 1 1 OTI� TYP .o \ \ X � a EXST �\ � � 1�, \ ., DPVVL31 LOT \ �. ❑ \ r TOP OF oPEE- 4 •1^ NOT \ / ! 5 Q � � �' rL _-_.^.-_ �G\ - ~ � r�, \ \ j f � \ \ \ \�'�.' y \ ., \ �� •-,` ``` '\ \ \ \ \ �� � -- ang _" 468--- ''-' ' a � • V �,W - ��11 �� \ SDI T Pi4 T-- ° µ_ f 1 � f �� H R T� P AWLBb,T � � � \ � � \ �� s F: F. ELEv. �� <y �� � `� A�f, \ a �- F ,s \ o 467.E D >� ELEV_ 41 0 x :1� \\ �x - \ LOC�ODEL . I 1 of -- - Z \ GARAGE -� -t� �_ -� ACE <,a B UT E \ J `�� TOE OF SLOP&, ID VD OIX \�V�RAGING '• ` �, \ �, = h �O �d!`Q \�\ `� \ \\�♦\ `� e \� \\ \ \ � C< ~\ :RETZK � ­. K \WLBp ELEV, 415. 8' Al\ \ \ \ \ a \ `\ z 7 v v\ \ �PB \ \ \ \ I . \ \ r,'>� I \ \ ra '1 U.S T I I \ '\ \ �� �,a \ x 6' \ \� I ,�� '`fit VE EL V, 4 415 8 \ % ink �ZL\• \ O \4 ROPSE r r,;i I \ a r� M AI 4 75. - I NET f� 4®!" I fir, LOT �� , ` r� ¢ '� rQ �Al �' T ~ .i L� \� \ �c ; �\ 14 75.18 -� CQiVC -� �,p I Q, Al � , \ ` �' ` \ \ i \ � [ V 4- \ C] \ \\ D r'' \ q / S , fir` \ \ \ \ \ r �~ \\ I ,� , O EL DPWL1�� \ : \ \ L i 4 z Y \ I .� 4 \' o- f, r s , \\� \\ � a \\ ^ --- ; I �, �uj Al�°� 468 \ DPU \ <� r '�LB 8 F.F. ELEV. N PEA; ELEV. 415 1 b \ ��r ' ` S . o.�� \ X \ \ \ \ ` `o I HOUSE NO. 5603 d- \`�1 I \ -tea� ` \I . BUILDING FOO TP IN T+ \ o 480. OS r 466.6 DPw!2 AREA - 1,298 SO. F T. OWN 1 1 1 \ 0 \� ���, ;\ \ 1 �\ • - _ I . F. EL V. c3 t \ \ I �. ® �, \ I \a RACERS o f VV�.B9, \ I \c�; �`��� '``�.\� J\ \ 4 \� I �� LOT 1 % �459.8' EL E V, 416, 1 I ��, cp J I I X I \ ;� ♦ \ \ \ \�\\ �. / �� o \ AVE ELEV. EDGE OF A SPNAL' T . { I SITE BENCH MARK. a pI CA TCN BASIN o v RIM ELEV. - 469.24' S88'16'10 "E 70.03' \ 1 j 0�1 i ` ` \ �``y �`j� \ r I PA TIQ I 164 1 x S -` -- I - �_ 05 --- 22- 06 \ `� -- ' - �- _ - ° ; �' §" __ �� -� \ \ : \� - - - - - ! FOUND REBAR WL8 ► o e 1 1 � \ -� -- �_� \ \ \ Y LOCATION TO ELEV r 7 � � � � � ` � \� � ` � h � �D �. � : R \ \ � \ � � �� � � � � �� x EDGE OF cs��y� �' 464 -- � D4 OFFSET 0.2' W & 1.4' S DE CONSTRUCTED 0� PROPERTY COR. �- �, � ', � 'C>� �,� `� � � � ` � � ��, \ \ �` � `,�\, �� 2 5sR ��� ELEVA TED ����` ��° � �- - 4' "HELD„ ,�\ \ 7(� .� �`�- \ ® \� \ ��\, \ DEc, _ I-TI° CJILDIRIC; PEINIiT Y_a/ �a \ Vsawal _q \ j\® / ® \ \ Am ,. , 588016 It .000 Lu V. 415. 3 �. ffm\ttm"� © - t �, \ \ D ESQ T OVER v\ \\ o DRE TZKE LOT 5 ` x \ co 0 \_ \ � ~ - a-'. --'• -.f ` I E 4 9 / WLBH E L E V. 418.4 ' \ \ \ c_ `�j r /� o // ri /J - ,� If"LET A.'~ � i x� . � � T5LF 1 so 0 _0�5 RE TZKE t LOT � x AIL B G , \ \ �� ,o� - //,� / X`° ELEV, 42i. 3' I 40 t 0 IE= 4.2 , ALL DIRRSION I WLBF A� ��° -w 28 TREI� CH, TYp r' WLBE L12 WI -BD 0 \ {,< \/ Y,\/ ELEV.�I23.6' ELEV. 424. O OU TFAL DISPERSION x I Y11v �,�; FOR ROGIRS LOT 1 &i I ,\o DPUL2 SITE RDWY/ 42F) / I 100.04' \� \ 7n n3'° S88'20'02 "E 331.77' s88.20'02 "E 661. so' � . P . -��' 1023059,390 - �i VVI _ v 1'%ELBC BB ELEV. 426.7' AM WLBA ELEV, 426.8' 460- 10 458 OF'SI.O l 1®E 71D 03' f~ 4 �� _ -456 7- `. 77 - - - -- - - 456 - - - 456 �► 454 mm now ®, .� - 454_ CU#RDWY 4 N •+ A 2 ---• T-E = 46. 3- - 452 -- - -_ _�� b I _ _ _ _ 4 48 - -- - I - 448 -- � 5LF 12 8��� -_-~` 444 ----- f ` -~ - 448 -- -^ SD--@ 1- .912t �� =444.25 438 BARN � 1 T � 1 439,3ALQ � � 1,180 sQ. FT. --/ ROCERS LOT 3 Y8 ID -BOLA" 211SD / _ 0 12, 94 , zw CD CN co I Vk i� DRAINAGE E S M j O Q - = D.Q3 "v S88'20'0 "E 70.07' ft='IN= am - 50.000 i M' W w x w uj CJ cq L Lu t D M ca oLn N ram.✓ a, ��..r u� O Z DPUL3 r) Flo( L( .1 LGF '3�EET:3 5 OF: wMI •j L_ i &_ a r. - . RECEIVED V A c 9 0 0 Lj� Z 0 0 a U LLJ cy) `c AM a cv LJ 9 4 Q d � Q 0 uj - CL 0 I O U) W (if d z mow. ..rg Ca TE ' 4 2.4, 0 7 N. IE\420.'2 7(E) . 77 EXISTING 5' SIDEWALK W1 ELEV. WLB1 ELEV. 415.9' WLB 2 EL E V. 416.0' SSMH TE— 424,3 C1A1 IC" W. All af,1 E1/29 SEC". 10-", T. 2`3 N., R. 5 E., W.M. _ ! • ' v- L f_\Y . 4! 5, a� \ jr, 1 "j . ' • S68016t�r{.J 11� .� •w q ELEV. 41 2' 1 \ \36„ 1 1 ` \ ♦ \ \ 70,00 `� DPWL3 t ` EXST\ \LET A �QTOP OFISSOPF s N7T IRS L���' `\ � o S H Of V,. ()10 NOT I \\X\X\XXx —BUFFER ? TOE OF S-L bP ��V� \ R,AGNG \ 5.1 WL86 FF=434ELEV. 415.8' 7 \ — `D P e 41 \ \ \ \• p \ \ 0 \ R j sv.. ' f L� ` `\ \ \ \\ �. : , � �o Q . , `' ARE T HQE 1 wa +g LOT 1♦T� ELEV 6.0,' `\ LL�\\L \\ 415 � \ 3+0 .7 o 45 " 7 DPU1 \� DPwJ2 \ \ 1 1 \ �o (OU Ty WLB ELEV. 4-16,17 IeK , \ , r ° ~ 1 WLB 10 1 1 1 y ELEV. 415. E' 1 o 0. 5 �f� •, am 1 DISPERSION� � 1 � � � � � � ^�{� THENCE', TYP - ... _ 70.00 4+00 WLB 11 7, r 1ET f ELEV. 415.,:) N o� 133LF / yv/ @ 0. 5% SSA. H -- Tf;= 4 312 5 o It7— 4�7.4%OU T),W_ WLBH \ I 41\ .56(\IN) O ELEV. 418.4' \ \ \ `, �'O 1/ Q f VIETLAD AREA \ .34,135'± SO. FT INSIDE PROPERTY I\ \ \ \ __ 30 \ \ PER THIS SURVEY / ELw!- B G EV. 421.3' yv Val- o1b OT�UYi2 _ \ tot P��-- `,SITE BENCH DARK: c:) Qj CA TCN BASIN v RIM ELEV = 469.24' � v� S881007E 70.03' \ R-- 0 - W 05-22-06 FOUND RESAR )FFSET 0. 2' 'W & 1.4' S 1 Or PROPER7TY COR. Y\ ��� E, , . u c Y -~ _- — "MELD}, � DECK � � �'` -- -- G 6� � E 70.03 \ \\\ o - \, •� `� W ifs / mm>A (- 3 ~ 5 '~ �Q �\\t��\ \ �\ •.\\ �\ \ �� \\�.�` ,\ \ \ OF SL OPT. " � � a, � 8 \ \ \ \ `2 \ ®® o�.w amrw mmu Imme lEffill 456 1 \ � � \ I I � � �\mmlm N � — — —454-� I 4&6 Lr) 4 4 —7- — tS-tvFH#5 ,� ---_ ;tom. � �°� � , �°' ..- ..�- -� s �,� d _ � \ T i7 4 . \ \ ry\ _ _ — i TES 4� 46": 54� I E 448 ® -- 1.2 I 14 F — — - t€ 3 2 .-5 - .K 2�t \446-- io% 44 44'` /i --. BARN ! RE TZKE _ ,/ ,� 1� `. AQ `/'. 1,180 SO. FT. ^f I LETS' I --- —_ VA i �q�#A� fi x LQT 3 �. ,f E S I ` \ X i -MF 436.00 W ,� e. \ I �\I r p I\�It l I ., ELEV. 421.0 �. 428 �� 1 I j 1 �� I❑ 1 1 ELEV. 423.E ELEV. 424. \ ��ti o I,. I I � W) ' N � j\ N PEAK ELEV. I 4 8 0. 08' (' f EAVE ELEV, j y s � 4E4 -- 4 AK 0 a 0 - i wsa.x}.k..t i-Yd::..a.�:• t!. 4, i � ;[:... .[.::5':I ti�M . ;'•p,,. A G. -1 u r Y n- I �"a rd i 9V- CR 2z w ME s . .. -"... _.,.. ._:. .....,.... .:,... .. - , ., . -. .. .. £ -. :. .,., r..,a ., ,:. .�.�,_ -�. •fir v- v n- -„ r •; r1 f r < n i f, x 7, y, A k- - u h ;:.. :'{ ..a .. r:. •:y_ s ,.:- av: L':... e, t4 ':;: -ra :6,,',:. ,�"r-t-',w. .%$.c. '. �_;�. ,,.n1�,:. :a i.:. :Y'. e , v n:ih._-;:,;::. e .....:.rvv:._ ... .:e �....:..xna Ia -; %::_.. «:-:=' ..: � .�:._ :;rz... .d rLL ..4-.�< �.'�"_ - .e✓ :.:r��.0 .f 4. Y k. J• _ " < : l ♦ ... is ,.� ,:� b.. -� .� 4`' � t\\\ 0 I I � � 0 C) "Q N I .. Oil!NNE\H. \ LIMITtK OF Fl LEGEND B .. i a ✓. _ LOT 4 r� it 'F--4 0 � � �'1 `` , R G E R S , -- GA. F �� 0 FF=437.D �# � �� � GAR�442.D �,434�. �� y q.341 I %Do,v I I u 1. v gr cov r �$��,® 0.. jjEe'rr'Vral)