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HomeMy WebLinkAboutLUA02-068 \ .,..',:;, .4.\::4.,, ______ _IP 3 T 47-1.4 , ..____ w- Mat -- • 1 �523 SF. �D = �` is �� .{El 1Q� '� p' �'y 1 c, v rIsi i • N 4' GAPE + d GAM „ r E, . - T ;75321E-05 ' A ..,.• � 1 • N i �..�_ • � C _ AR '' '- ix _.....a3'__ Iii It - •-•.1,--' - 11 1 i _ t.,......)T.14,7E0 I \ * ..:Oko. - - fil)=1 :.•41 7 i— i " 450 �4•tiiii " 2Z SF, tgi/ 42.: III = _\ roc 1 i rEE 44� . ' CA1t .:, ', l06_ Z �i � >.�Ot SF_ X ` :mot S f T 13 y,1 �+ ! 1 • cob _ fi 1 532 r F. I ,n / 2 ,-root r J.' 201.&1t' 1 1 WI-i-2 ii --1 a..a, I -.I_ ''‘' . ..,-430.A11,1 540.5ellENJ 1 ,/,/ 1 7 s-- ,,, - ., I4C/C /) ,\\',' ' „ / 7„,'.„.1,Z.,."'' pn y , II 11 r i 3'10 ,%� ��� \e......:'A,`"1.-:'•:V1:•1••••_''_",—,'-:-:'N:.s'''. 's''C.'.'-1:- l� t i1I/2,7 1- i( Q • L,12 r ?1'o `� + 2 Scale: 1'%v40' 1BC4'�", of , ,f/... 1: j t. i �01i SF: v=. F� 4,:+ _Buffer edge �� wi y"� '•w -1�E.,- . 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CITY OF RENTON ..2 _.a. salL Planning/Building/Public Works < 1 • r • aW 2 : C60 1055 South Grady Way - Renton Washington 98055 �• ER ADDRESS SERVICE REQUESTED //�/ 7ll3$ U.S. PO TAG! r FORM 3547 SE � NT Off . Brenda J. Piele . .01 14309 SE 125th Street V - 4 -�,+. —�� Renton, WA 980 C ��-- �- i T{--`419� .1 �r ' �.1".�z r8h<"J�.�/�.�.'". t tt tt f tttt t tt t tts ±l , r rr r rrr rrr r rr rrr r r r rr r ti -- a 0 0 CITY OF 12ENTON 00 F._ ............v ...„,.........., 3; amil. Planning/Building/Public Works wo 4 * C A * 0 AlS 1055 South Grady Way - Renton Washington 98055 li)h. soo AL 31'02 reitiettn°4 0 3 Ea, Q...- Qi PBMITIA I: ADDRESS SERVICE REQUESTED .•-)kP ) 7123139 U.S. POSTAGE IL- , -.....J 0 CE Brenda J. Piele C...) 14309 SE 125th Street Renton, WA 98055 Z. ',- --- tu) •Atv zo 0 D (-%D r.•li'a:i-,_:::i::F. '-i J N K NI 0 11404 1 i,j1e- 'did 41." smite 91453 stucgs-./.:161E31,1iiilmii!IIII!iliiiiii a 0 CITY OF RENTON rz- fr 4;0 4 '"Vito • . : saL Planning/Building/Public Works 204' 4 0111.41116INT 074 , 0 v JUL 2 6'0 2 pi,",a - 1055 South Grady Way - Renton Washington 98055 03 1,... 11J 49 ,,,, .,,,Th mreitTAT13 "- 0 3 ADDRESS SERVICE REQUESTED , :. ., 7123839 U.S. POSTAGE Z ,.....,j ft.,. Ll..„ C.) Cr Brenda J. Piele C....) 14309 SE 125th Street -` -'' Renton, WA 98055 ..,_ 2 ,, i ! to lig )f-OP',?., ;`, '----.)"---:, ! r,T:i6,-iii :i0 SENDF.R ;,..4 ww.e, Nd I"' 6inme, 6 ear a ,,,,\N LA n netritikaliS.7552.. lidesitatiltoidelifititsillmliiiintsdellisliailifiliti -•----- ,--, 8 © CITY OF RENTON ;--- rag ray_ `---=-3 r %a Planning/Building/Public Works wad g bEAT I' off'' 1055 South Grady Way - Renton Washington 98055 h� JUM 0 8'0 2 Via:i 1 : ® ,3 2 2 r ADDRESS SERVICE REQUESTED PRSRT F 1RST-CLASS SEA V1\ 81 0611 ' 02 PBMETER ** U.S. POSTAGE 7123839 • Leonard Piele 5312 NE 5Th P1 _, Q Renton,WA 9 055 1.1.., b1,- 0 4t16.10 -oUue 540 SUCH --',,y, ..,.d N;if SI t. ADDRESS 'T; _�,,,4 Ln i^' �' ! { f i ! j j i ))ff jj (( jft ff j ( +j jj ,£ SENDER Li �G YY d $r.} r .G S-G 11£1if1i£1£11£i££1£1££Ii1£££11i1 1iha)i£i£I££iii£££i£i££11i££liI£I£I££f£1i!I£££! RETURN 10 MtCRORLM -1 SW 1/4,SE1/4,SEC.10,7WP.23 N.,RGE 5 E.,W.M. sa SHEET 1 a<a,- IXWnNUA non, LEGEND r sen,ww.r� ee . i I .I P. 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PL. i Smooth Feed SheetsTM lft"2 c,,k Use template for 5160® Cleo Forgaard Cleo Forgaard Scott Hand 678 Sunset Blvd NE 678 Sunset Blvd NE 5107 NE 5Th P1 Renton,WA 98056 Renton,WA 98056 Renton,WA 98059 J J&J A Madison Shamrock Highlands Llc Leonard Piele 569 Hoquiam Ave NE 9720 NE 120Th P1#100 5312 NE 5Th P1 Renton,WA 98059 Kirkland,WA 98034 Renton,WA 98055 Ruth Lvng Trst Fifer Thomas&Maryl Foster Bennie&Barbara Reid 5219 NE 5Th P1 20840 SE 118Th St 5318 NE 4Th St Renton,WA 98059 Issaquah,WA 98027 Renton,WA 98059 Shamrock Highlands Llc Shamrock Highlands Llc Monte&Karen Moore 1501 4Th Ave#1610 1501 4Th Ave#1610 12226 142Nd Ave SE Seattle,WA 98101 Seattle,WA 98101 Renton,WA 98059 Man-Ling Lai Robert Steger Deborah Phelps Byersdorfer 12841 Lunada P1 11220 137Th Ave SE 22651 SE 56Th St San Diego,CA 92128 Renton,WA 98059 Issaquah,WA 98029 Robert Dykeman Deborah Phelps Byersdorfer Ida Blaylock 4925 NE 6Th St 22651 SE 56Th St 3204 S 292Nd St Renton,WA 98059 Issaquah,WA 98029 Auburn,WA 98001 Anthony&Ginger Owczarzak Thomas&Maryl Foster James&Yuko Johnson 465 Hoquiam Ave NE 20840 SE 118Th St 519 Hoquiam Ave NE Renton,WA 98059 Issaquah,WA 98027 Renton,WA 98059 Casey Haworth Jonet Sudduth Delores Matthai 4108 NE 9Th P1 12260 142Nd Ave SE 16130 SE Cedar Mountain P1 Renton,WA 98059 Renton,WA 98059 Renton,WA 98058 Larry&Joanne Chase Carole Peters Annabell Marquart 20825 State Route 410 E 26815 166Th P1 SE 12254 142Nd Ave SE Bonney Lake,WA 98390 Covington,WA 98042 Renton,WA 98059 Vincent&Janet Doyea John&Jennie Meade Robert&Lynn Marx 553 Hoquiam Ave NE 48869 Andorra St 12248 142Nd Ave SE Renton,WA 98059 Indio,CA 92201 c R A F I f Mt i,WA 98059 6 AVERY® Address Labels Laser 5160® Smooth Feed SheetsTM Use template for 5160® Monte&Karen Moore Henry Mead Leonard&Brenda Piele 12226 142Nd Ave SE 12424 142Nd Ave SE 5212 NE 5Th PI Renton,WA 98059 Renton,WA 98059 Renton,WA 98059 David Michael Hale Danny Hill Henry Mead 524 Hoquiam Ave NE 500 Hoquiam Ave NE 552 Hoquiam Ave NE Renton,WA 98059 Renton,WA 98059 Renton,WA 98059 William Nelson Christina Gonzalez W Arundell 516 Hoquiam Ave NE 562 Hoquiam Ave NE 507 Hoquiam Ave NE Renton,WA 98059 Renton,WA 98059 Renton,WA 98059 Donald&Loraine Styczinski Clay&Patricia Benner Emery&Donna Blessing 11327 148Th Ave SE 5218 NE 5Th P1 5224 NE 5Th P1 Renton,WA 98059 Renton,WA 98059 Renton,WA 98059 Shamrock Highlands Llc Leonard Piele Shamrock Highlands Llc 9720 NE 120Th P1#100 14309 SE 125Th St 9720 NE 120Th P1#100 Kirkland,WA 98034 Renton,WA 98059 Kirkland,WA 98034 Robert Levy Ribera-Balko Enterprises Family Limited Robert Levy PO Box 99654 16400 Southcenter Pkwy#308 PO Box 99654 Seattle,WA 98199 Seattle,WA 98188 Seattle,WA 98199 Sootha Chamchemgkha Bobby&Neetha Ratty Evelyn Chung 5042 NE 4Th P1 5036 NE 4Th PI 5123 NE 4Th Ct Renton,WA 98059 Renton,WA 98059 Renton,WA 98059 Gil&Esther Elan Jeffrey&Jennifer Kitterman Darrin&Amy Odell 5129 NE 4Th Ct 5135 NE 4Th Ct 5136 NE 4Th Ct Renton,WA 98059 Renton,WA 98059 Renton,WA 98059 Vi&Minh Nguyen Kam Chung&Yen Chung Raman&Kalpavalli Bukkapatnam 5130 NE 4Th Ct 5124 NE 4Th Ct 5119 NE 5Th St Renton,WA 98059 Renton,WA 98059 Renton,WA 98059 MICROFILMED Jeffrey Macdermont Scott&Karie Dillen Thomas Wong 5125 NE 5Th St 5131 NE 5Th St 493 Hoquiam PI NE Renton,WA 98059 Renton,WA 98059 Renton,WA 98059 aAVERY® Address Labels Laser 5160® Smooth Feed SheetsTM Use template for 5160® Caroline Pham Centex Homes Pei-Ling Huang&Tony Kuo 487 Hoquiam P1 NE 2320 130Th Ave NE#200 475 Hoquiam PI NE Renton,WA 98059 Bellevue,WA 98005 Renton,WA 98059 Gary&Suzanne Turk Centex Homes Thy&Mylang Pham 469 Hoquiam PI NE 2320 130Th Ave NE#200 457 Hoquiam PI NE Renton,WA 98059 Bellevue,WA 98005 Renton,WA 98059 Dennis Dunham&A P Patricia 451 Hoquiam P1 NE Renton,WA 98059 MICROFILMED laAVERY® Address Labels Laser 5160® PIELE PRELIMINARY PLAT/LUA02-068 PARTIES OF RECORD Robert Levy Monte & Karen Moore Ms. Ruth Fifer 3250 42nd Ave. W. 1226 142nd. Ave. SE 14325 SE 125th Street Seattle,WA 98199-2435 Renton, WA 98059 Renton, WA 98055 425-226-3034 (owner) Scott Hand Mr. Thomas Foster Lester Piele 5107 NE 5th Place 6450 Southcenter Blvd. PO Box 752 Renton, WA 98059 Suite 106 Ravensdale, WA 98051 (owner) Seattle, WA 98188 (owner) (applicant) Brenda J. Piele Mr. Lafe Hermansen 14309 SE 125th Street Core Design, Inc. Renton, WA 98055 4205— 148th Ave. NE (owner) Suite #100 Bellevue, WA 98007 MiCP ELM C Last printed 07/03/02 7:49 AM • M CROF1LMEL) SW 1/4,SE 1/4 SEC.10,TWP.23N.,ROE 5E,W.M. I OU1NERS a d• LESTER AND ammo PIELE -' ' W.AND N306 PE WPTN STREET RenON WAPHNGTON»a» ,,. .....e N., a a ', ,rp SCOTT E NANO WJA AE MTN WREST . RpRON,WASHNGTON M OM • \H 6 ROT-II_PIPER — --I w»PE WASH EECH m Renal WAPN.ETGT MOM I 1 / APPL!CANT C.TEMP WATER PAPO ADUTNcomle ISLAN..00 . ... . . _-. I I SEATTLE.WANENGTON bMb ]OPJ 3AA-0122 EM.CO • PLANNER/ENGINEER/SURUEYOR ��'''" $. W / a S 4]0A-ORE�NEEN INC.NE-SUM xXJ e�(t,.i. 3 SELLENE.WAANItYGTON 15001 'it 3 e ({]E)EEO-1ET yI CONTACT.LAZE.en-Iee eeI-PLANER w! .• D VID CATTot PE-ENGINEER KEVN J.VA DeQLIOBI PLb-5MRVETOR NIZ T.R.. M.N.CR. TIO F�P..�, I LEGAL DESCRIPTION 5g 3 0 x = I/. T NR..eA�.N,I N.. G o ONO MA...N K: NEM " ��_ 81" ./ g I II� NCw MEM..MO.N.M.NK.R CM...RwERT4. M.RR Z 6 .- "...Nwu.xw -c _5TH ST(PRIVATE DR) r— .: I l uia PmaST AIan• +rllu Neaaw�mrurnnert ma.ruv�I 44,4 ��_a R'x ,o s, a e /�ro.n 1$ a.uG °' J ..7.'''''7,, i--(.I i .o v NPT NO ET REF .0 PEES Of TN ?uaRloG i GORNEOT 1. OP LT, fug),:;- I} ' u< Ez '•"Pa,t'.e._. j x =*- ,G.. -,{r,^-.bj.N._.,.. ME.ET n..RMa�zwr�oa�..o.0N'01 W / — f .0.1.4.1. �- �'R'"A uo>o.aeo .my°'�" NPR 0 I A., ^V�;`nL/�� �I a �•� o MO OP TN w.wPm�sw ua.n.......a.o simm co. �, �� owN.rA1cN.Nw»Co.o. LW Nee')D ,ION no I ," w' `I`+ :ii/ LOT I CV PRmc MR..o.R�A�R,Na oA�...NRGE�N 4 J a �.i E. P �P �R ` G RA. ., W I� '" .e� . �, ` \ �y PmW � c' 0� # C£ARGLmrtP _—•J A r��` U 1 / �/ w T� Rxwwror.wu o.nw.N«.scaN . v ORm TTPA 3 • J 4°i Ii s ;� spa=..R�, p t�]� ../II_ I N° V al • I . , ,, UV M TREE LEGEND Z ^ Q:3 r -I* fi H ( 5 w W . :emu:�,, IMA, . w .�a - 4.R CRC M.N. Ca NE SrC`,rREEI _r> �• G rzw .. •• I z T^�`" .. M >• I N v.. ,..s'<,..k.row" .,.",K/_ �, ��f:.., :---.•4: i f-_ --__ f e.xNer �: I III J.//"' ..o wcNw, t 1 30ENGHMARKS: BASIS OF BEARINGS g .t "a REP-1•PLAT RSECT BMW.DIAL AT TIE 4 4. S a CCHTRIA/C2 OTEREEciIGN a NE A}N eT.(PE. MELD T BETWEEN APT C IRNER ANTA. ss EL Mal AND AN FAVE AE. .ELD bnE AWTlAAT GORIER ANC a D0 0 EL.HET(IEEJPM NETEFD) JN PWT.awrree CORER OF EEC.K)-]3-E V Z 0 PER KCAP PIEDINP CN ALLY M e0MT1 3 NO.]DP-BROKEN BRAee..PACE DIPO IN TIE LNE OF MID PECTIC. anme..flON OP PE WET.PP AND%TH AN PE .AAT..(MLWI3IETERS, SCALE: 1" = 40 E DATUM: rat*a RENTON-NAVO roes f1 SHEET OF ��I 1 1 ni,IMBEIR 02009 DEVELOPMENT PLANNING CITY OF RENTON RECEIVED LuA- yu l ` CITY RENTON Planning/Building/PublicWorks Department Jesse Tanner,Mayor Gregg Zimmerman P.E.,Administrator August 7, 2003 C. Thomas Foster Seattle Mortgage 6450 Southcenter Blvd., Suite#106 Seattle,WA 98188 SUBJECT: HONEY BROOKE PHASE III PRELIMINARY PLAT REQUEST FOR MODIFICATION STREET WIDTH REDUCTION Dear Mr.Foster: We have reviewed the proposed street modification requests associated with the proposed 22-lot single-family residence plat to be located approximately at Jericho Avenue NE and NE 5th Street. Certain additional modifications have been requested to the required dedications widths and improvements of Ilwaco Avenue NE and NE 6th Street, located within the narrower northern section of the proposed plat.The proposed modifications request: 1. A reduction in right-of-way dedication for the proposed Ilwaco Avenue NE from 33 feet wide, as previously modified, to 30 feet wide from NE 5th Street to the future NE 6th Street dedication. 2. The proposed improvements for Ilwaco Avenue NE would provide 28 feet of pavement with 1.5 feet of curb and sidewalk within the right-of-way and 3.5 feet of sidewalk in an easement to provide a five-foot sidewalk width for this length of currently dead end access. 3. A reduction in right-of-way dedication from the previously modified 30 feet to 21 feet for the proposed NE 6th Street between Hoquiam Avenue NE and Jericho Avenue NE. The Street Modification requests are hereby approved subject to conditions listed below. City Code 4-6-050(Street Standards)requires full street improvements for all adjacent rights-of- way for, within and dedicated by a plat. There are also certain standards for width of dedication for proposed streets to be added to the city grid. One of these is the 35-foot half-street improvement to provide 28 feet of pavement with parking only on the development side, 5-foot sidewalk and curb, and streetlights. This allows full use of the street in normal manner until such time as the remaining right-of-way is dedicated and improved by future development. The City can modify street improvements for new plats if there are practical difficulties in carrying out the provisions of the Street Improvement Ordinance. The Modification Procedures, as defined in Section 4-9-250D, clearly state the criteria for approval by the Department Administrator. In order for a modification to be approved, the Department Administrator must, "find that a special individual reason makes the strict letter of this Ordinance impractical,that the modification is in conformity with the intent and purpose of this Ordinance, and that such modification: (a) Will meet the objectives and safety, function, appearance, environmental protection and maintainability intended by this Ordinance,based upon sound engineering judgment; and 1055 South Grady Way-Renton,Washington 98055 RENTON ®This paper contains 50%recycled material,30%post consumer AHEAD OF THE CURVE (b) Will not be injurious to other property(s)in the vicinity; and (c) Conform to the intent and purpose of the Code; and (d) Can be shown to be justified and required for the use and situation intended; and (e) Will not create adverse impacts to other properties in the vicinity." Meets objectives and safety, function: Due to the physical width of the parcel at this location, and the constraints of existing houses in the near vicinity, staff supports the modification requests. The intent of public and emergency access and pedestrian amenities is met with the proposal, as there is no reduction in the pavement width, travel lanes, or sidewalks. The proposed road cross-section meets the minimum standards for the typical 35-foot wide half street improvement. Not injurious or adversely impact adjacent properties: Adjacent properties are not injured nor adversely impacted as all dedications are from the proposed plat and allow future extensions and circulation as the development occurs. Conforms to the intent of the code: The intent of providing for the city street network is met with the dedication of 21 feet of right-of-way for NE 6th Street. Where a half street installation would normally be required, development of NE 6"' Street at this time would be difficult due to the constraints of existing residences on neighboring parcels and impractical due to a lack of a road profile design to serve this area in this location. Limiting the dedication to 21 feet still protects the street grid by maintaining the standard 42-foot width designated for this residential collector street and allows the City of Renton to construct the street at a future date with fewer variations in available right-of-way location. Justified and required for use and situation intended: The zoning of this parcel is R-8, Single Family. The modifications as requested allow the maximum density and number of lots that still meet the various setbacks and access criteria. Additional dedication for complete roadway sections will be provided as adjacent parcels develop, while the plat provides the minimum necessary for access,emergency and domestic,as well as parking and pedestrian amenities. The Street Modifications are approved subject to the following conditions: 1. Signs shall be placed at the end of the paved roadway explaining that future extension within the right-of-way may be required with future development. Signage as appropriate for a dead-end will be placed. Sign design and content is subject to the approval of the Development Services Division. Signs shall be in place prior to recording of the plat. 2. An emergency turnaround design approved by the fire department will be required. This decision to approve the proposed Street Modification is subject to a fourteen (14) day appeal period from the date of this letter. Any appeals of the administrative decision must be filed with the City of Renton Hearing Examiner by 5:00 p.m.,August 21,2003. 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 98055. Appeals to the Examiner are governed by City of Renton Municipal Code Section 4-8-110. Additional information regarding the appeal process may be obtained from the Renton City Clerk's Office, (425)430-6510. If you have any questions,please contact Arneta Henninger at(425)430-7298. Sincerely, a�n 0 Kayren Kittrick Development Engineering Supervisor Public Works Inspections&Permits cc: Land Use File Neil Watts Larry Rude Susan Fiala Do not append to letter—Reference only 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) (4- 9-250 D1.) 4-9-250 D 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, and that the modification is in conformity with the intent and purpose of this Code, and that such modification: City Code requires that short plats with 5-20 residential lots, which are located on a property adjacent to public right-of-way, provide full pavement width, curb/gutter, sidewalk and street lighting in all adjacent right-of-ways(section 4-6-060). 49 I CIT1 )F RENTON imaR City Clerk Bonnie I.Walton Jesse Tanner,Mayor November 5, 2002 Lafe B. Hermansen Core Design,Inc. 4205 148th Avenue NE, Suite 100 Bellevue,WA 98007 Re: Piele Preliminary Plat;LUA-02-068,PP,ECF Dear Mr. Hermansen: At the regular Council meeting of November 4, 2002, the Renton City Council adopted the recommendation of the hearing examiner to approve the referenced preliminary plat, subject to conditions to be met at later stages of the platting process. Pursuant to RCW, a final plat meeting all requirements of State law and Renton Municipal Code shall be submitted to the City for approval within five years of the date of preliminary plat approval. If I can provide additional information or assistance, please feel free to call. Sincerely, &7Ut V- ith t Bonnie I. Walton City Clerk/Cable Manager cc: Mayor Jesse Tanner Council President Toni Nelson Kayren Kittrick,Development Services Division Susan Fiala,Development Services Division Fred Kaufman,Hearing Examiner Thomas Foster, 6450 Southcenter Blvd., Suite 106, Seattle,WA 98188 1055 South Grady Way-Renton,Washington 98055-(425)430-6510/FAX(425)430-6516 RENTON == AHEAD OF THE CURVE This paper contains 50%recycled material,30%post consumer November 4,2002 Renton City Council Minutes Page 425 transportation issues at the next HCA meeting on November 20th,7:00 p.m., at the Renton Housing Administration Building. Citizen Comment: Zammit— Karen Zammit,Renton resident,expressed her appreciation for the human Childcare Funding Assistance services that Renton provides and for the proposed increase of$30,000 in human services funding for 2003. However, she indicated that there are many Renton parents that need help paying for childcare in order to continue working,especially since King County and the State are cutting back on their childcare programs. She listed the choices parents are facing now that they have lost their childcare assistance including the inability to pay rent or other bills,rationing food, and leaving children home alone. She suggested that Renton subsidize some childcare slots for low-income resident families at childcare facilities located at the Federal Aviation Administration building or Renton Technical College. Ms. Zammit concluded by saying that investing in children and families is more important than investing in capital improvements. MOVED BY KEOLKER-WHEELER, SECONDED BY CORMAN, COUNCIL REFER THE SUBJECT OF CHILDCARE FUNDING ASSISTANCE TO COMMITTEE OF THE WHOLE FOR DISCUSSION DURING BUDGET DELIBERATIONS. CARRIED. CONSENT AGENDA Items on the consent agenda are adopted by one motion which follows the listing. Council Meeting Minutes of Approval of Council meeting minutes of October 28, 2002. Council concur. October 28,2002 CAG: 02-118,Traffic City Clerk reported bid opening on 9/11/2002 for CAG-02-118,Traffic Management Center,Fredhoes Management Center construction(City Hall 5th floor);four bids;engineer's Building Const Co estimate$140,000; and submitted staff recommendation to award the contract to the low bidder,Fredhoe's Building Construction Company,in the amount of $168,733.56. Council concur. Development Services: Finch Development Services Division recommended acceptance of the dedication of Short Plat,ROW Dedication, additional right-of-way at the corner of NE 6th St. and Index Ave.NE to fulfill NE 6th St&Index Ave NE a requirement of the Finch Short Plat(SHP-01-020). Council concur. Planning: Employment Area Economic Development,Neighborhoods and Strategic Planning Department Valley,Freestanding Sign submitted proposed amendment to City Code to allow additional height for the Code Amendment large freestanding IKEA sign at SW 41st St.,and to limit applicability to big- box retail uses of a certain size within the Employment Area Valley land use designation. Refer to Planning&Development Committee; set public hearing on 11/18/2002. Annexation: Tydico, 136th Economic Development,Neighborhoods and Strategic Planning Department Ave SE recommended a public hearing be set on 11/18/2002 to consider prezoning and proposed resolution calling for an annexation election for the Tydico Annexation; 9.46 acres generally bounded by NE 3rd Pl. to the north,NE 2nd St. to the south, and Bremerton Ave.NE(136th Ave. SE)to the east. Council concur. Budget: 2003 Annual City of Finance and Information Services Department recommended a public hearing Renton be set on 11/18/2002 to consider the 2003 annual City of Renton Budget. Council concur. Plat: Piele,NE 4th St(PP-02- Hearing Examiner recommended approval,with conditions, of the Piele 068) Preliminary Plat;22 single-family lots on 4.46 acres located on 5300 and 5308 NE 4th St. (PP-02-068). Council concur. CITY OF RENTON COUNCIL AGENDA BILL SUBMITTING DATA: FOR AGENDA OF: Dept/Div/Board.. HEARING EXAMINER November 4, 2002 Staff Contact... Fred J. Kaufman, ext. 6515 AGENDA STATUS: Consent XX SUBJECT: Public Hearing.. Piele Preliminary Plat Correspondence.. File No. LUA-02-068,PP,ECF Ordinance Resolution Old Business.... EXHIBITS: New Business.... Study Session... Hearing Examiner's Report and Recommendation Other RECOMMENDED ACTION: APPROVALS: Council concur Legal Dept Finance Dept.... Other FISCAL WPM WA Enfaditure Re pir ±.. TrasfaiAiuzhart.. Pliant Buffeted Re to C$Eratw... SUMMARY OF ACTION: The Hearing Examiner's Report and Recommendation on the Piele Preliminary Plat was published on August 29, 2002. There were no requests for reconsideration and the appeal period ended on September 12, 2002. The Examiner recommends approval of the proposed preliminary plat, subject to the conditions outlined on pages 7 and 8 of the Examiner's Report and Recommendation. This office notes that the conditions placed on this project are to be met at later stages of the platting process. STAFF RECOMMENDATION: Staff recommends approval of Piele Preliminary Plat. August 29, 2002 OFFICE OF THE HEARING EXAMINER CITY OF RENTON REPORT AND RECOMMENDATION APPLICANT: Thomas Foster 6450 Southcenter Blvd.#106 Seattle, WA 98188 Lafe Hermansen Core Design,Inc. 4205 148th Avenue NE, Suite 100 Bellevue, WA 98007 Piele Preliminary Plat File No.: LUA-02-068,PP,ECF LOCATION: The project is located on 5300& 5308 NE 4th Street SUMMARY OF REQUEST: Subdivide an approximately 4.46 acre property into 22 lots suitable for detached,single family houses SUMMARY OF ACTION: Development Services Recommendation: Approve with conditions DEVELOPMENT SERVICES REPORT: The Development Services Report was received by the Examiner on July 30,2002. PUBLIC HEARING: After reviewing the Development Services Report,examining available information on file with the application,field checking the property and surrounding area;the Examiner conducted a public hearing on the subject as follows: MINUTES The following minutes are a summary of the August 6, 2002 hearing. The legal record is recorded on tape. The hearing opened on Tuesday,August 6,2002, at 9:29 a.m. in the Council Chambers on the seventh floor of the Renton City Hall. Parties wishing to testify were affirmed by the Examiner. The following exhibits were entered into the record: Exhibit No. 1: Yellow file containing the original Exhibit No.2: Neighborhood Detail Map application, proof of posting,proof of publication and other documentation pertinent to this request. Exhibit No.3: Preliminary Plat Plan Exhibit No.4: Sheet 1 of 2: Boundary& Topographic Survey Piele Preliminary Plat File No.: LUA-02-068,PP,ECF August 29, 2002 Page 3 Each lot appears to support the construction of one detached single-family structure. Accessory structures are permitted at the maximum of two per lot or one per lot at 1,000 square feet in size. The plat plan shows several accessory structures located throughout the site that are proposed for removal. Staff recommends that a demolition permit be obtained and all out buildings be removed prior to recording of the final plat. All side lot lines of the proposed lots are generally at right angles to the street lines and all lots would have frontage to public roadways or access via private streets. All of the lots generally satisfy the condition of the code requirement for minimum lot area. Access to the site is via two routes from NE 4th Street,Hoquiam Avenue NE to NE 5th Street and then to Ilwaco Avenue NE and Jericho Avenue NE to NE 5`h Place. This project would extend Jericho Avenue NE where it would meet the new roadway of NE 5th Place,which is an east west road. Ilwaco Avenue NE would be a continuation of a street to the south and would continue to the north. There would be requirements to dedicate additional right-of-ways for these streets. Jericho Avenue NE,according to Code,would be required to have half street improvements of 35 feet of right-of-way with 28 feet of pavement. Ilwaco Avenue NE would also be required to have 35 feet of dedicated public right-of-way with 28 feet of paving and a five-foot sidewalk. NE 6th Street currently does not exist in this area,but in order to create the grid system of the City staff is looking at requiring a dedication of at least 30 feet for the right-of-way for NE 6th Street. The applicant has submitted a request for street modifications to reduce the rights-of-way for both of the streets. The request is under review by staff and appears to be approved. A 26-foot wide private street is proposed to serve Proposed Lots 19, 20, 21 and 22 as it comes off of Ilwaco Avenue NE. Staff recommends that the proposed private street provide access to all lots via one driveway off of Ilwaco Avenue NE. The location of the single-family residence garages for Lots 19 through 22 should be designed with adequate turning area to provide direct access to the private street. Staff recommends the establishment of a homeowner's association or maintenance agreement to take care of all common improvements including utility easements, storm water facilities, and wetland and buffer tracts as a condition of preliminary plat approval. In response to questioning from the Examiner,Ms. Fiala replied that the reason Lots 21 and 22 are not taking access off of NE 6th Street or Ilwaco Avenue to reduce the number of curb cuts. The site is relatively flat and the greatest slope on site is approximately five percent. To the far south along the wetland there may be a few slopes that are a little more then five percent. The site currently contains two single family residences on Proposed Lots 1 and 17 and are proposed to remain. All out buildings will be demolished. The surrounding area includes single-family residences leveloped under the R-8 and R-10 zoning designations and single family and vacant parcels in the unincorporated area of King County. Police and Fire staffs have indicated that there are sufficient resources to furnish services to the proposed development as long as all Code required improvements are implemented and all required fees are paid. A Parks Mitigation Fee is also required and credit will be given for the two existing residences. To date, staff has not received a response from the Renton School District on the impact of this project to the local schools; however, it is anticipated that the schools would be able to support the additional students generated by this project. Piele Preliminary Plat File No.: LUA-02-068,PP,ECF August 29,2002 Page 5 to the dedication of NE 6'h Street,there are already three accesses to the site so there is no safety issue. The main issue is dedication of right-of-way,which will make a desirable lot an inferior lot. He asked that some case law that has been used in this type of situation be looked at. He is also proposed that Ilwaco Avenue not be a public road. Kayren Kittrick, Development Services, 1055 S. Grady Way,Renton, WA 98055 stated that there were two street modifications requested and it came down to Ilwaco Avenue being reduced to the requested 33 feet instead of 35 feet with no reduction in pavement or sidewalk and half a foot of sidewalk contained within an easement on the lots. Parking would only be allowed on one side. The Fire Department has requested that a turnaround be built subject to Fire Department approval as to its location and suitability. As developments come in they are requiring the 30-foot dedications for NE 6th Street. They are aware that there are some single family homes in the way and if the City got to the point where most of the parcels were in place they would begin the process of funding and design to complete the roadway. It has been designated for at least eight years as a section to be protected as development occurs. The jog in Ilwaco Avenue is not ideal but it fits the parcel and is not considered dangerous. She suggested a waiver of improvements for NE 6'h Street with the exception of a sign stating that it is future right-of-way and may be developed into a road someday. Mr. Piele added that the site does have water availability. The Examiner called for further testimony regarding this project. There was no one else wishing to speak, and no further comments from staff. The hearing closed at 10:26 a.m. FINDINGS,CONCLUSIONS&RECOMMENDATION Having reviewed the record in this matter,the Examiner now makes and enters the following: Findings: 1. The applicant,Thomas Foster, filed a request for approval of a 22-lot preliminary plat. 2. The yellow file containing the staff report,the State Environmental Policy Act(SEPA)documentation and other pertinent materials was entered into the record as Exhibit#1. 3. The Environmental Review Committee(ERC)issued a Determination of Non-Significance-Mitigated (DNS-M). 4. The subject proposal was reviewed by all departments with an interest in the matter. 5. The subject site is located between Hoquiam Avenue NE on the west and Jericho Avenue"NE on the east and between NE 5'h Street on the south(as extended)and NE 6th Street on the north. The subject site consists of a number of existing lots that contain a number of single-family homes and outbuildings. Two of the existing homes would be retained on what are proposed to be Lots 1 and 17. Buildings that fall too close to property lines to meet current code would be removed if the plat is approved. 6. The subject site was annexed to the City in December 2001,with the adoption of Ordinance 4830. 7. The site received its current zoning classification,R-8(Residential- 8 dwelling units per acre), upon annexation. The density in the R-8 zone permits no more than 8 dwelling units per acre. 8. The map element of the Comprehensive Plan designates the area in which the subject site is located as Piele Preliminary Plat File No.: LUA-02-068,PP,ECF August 29, 2002 Page 7 not designed appropriately to serve emergency turnaround needs. Staff was concerned about the proximity of the private street and the homes and suggested that the designs appropriately handle the turning radii from the street to any garages built on those four lots. 20. The 22 homes would generate approximately 220 traffic trips per day over neighborhood roads. Twenty of these trips would be attributable to the existing two homes. 21. The subject site will generate approximately 8 to 10 students. The students would attend schools in the Renton School District and would be placed on a space available basis. 22. The subject site will be served by City sanitary sewer. Water District 90 would provide water service. Conclusions: 1. The proposed plat appears to satisfy the public use and interest with the rights-of-way shown and required by staff. 2. The property sits right in the center of a series of roadway intersections and locations. Most of those rights-of-way are needed for access to the proposed lots but will also provide access to additional properties north and both east and west of the subject site. Those rights-of-way are shown on City planning maps for roadway corridor development. In addition,the applicant has gained the advantage of the roads others have dedicated and constructed that lead up to the current property. Without the roads proposed by staff,access to the site,particularly,the larger number of homes proposed over the existing few homes, would not be safe, efficient or practical. State law requires new plats to serve the public use and interest by providing for roads, parks, schools and other infrastructure. The plat would not serve the public use and interest if these roads were not appropriately dedicated and developed. 3. This plat will provide infill housing in an area that can provide urban services. It will increase the inventory of single-family homes and will increase the tax base of the City. 4. The proposed plat meets the density range of the Zoning Code and Comprehensive Plan for this R-8 parcel. Most of the homes will actually front a public street as opposed to be hemmed-in, interior lots with no front yard other than a driveway easement road. 5. The development will add traffic to already busy streets but the opening or potential opening of alternate routes to the north, east and west should disperse traffic to some extent. In addition,the applicant will be paying mitigation fees to help improve the major roads in the surrounding area. 6. The property will have to provide a turnaround acceptable to the Fire Department. 7. Signs should be posted that prominently note that any stub roads or cul-de-sac will eventually create a roadway with through traffic. 8. In conclusion,the proposed plat appears to provide for the necessary infrastructure to support its development and should be approved by the City Council. Recommendation: The City Council should approve the Preliminary Plat subject to the following conditions: Piele Preliminary Plat File No.: LUA-02-068,PP,ECF August 29, 2002 Page 9 TRANSMITTED THIS 29th day of August, 2002 to the following: Mayor Jesse Tanner Gregg Zimmerman,Plan/Bldg/PW Admin. Members,Renton Planning Commission Neil Watts,Development Services Director Larry Rude, Fire Marshal Sue Carlson,Econ. Dev.Administrator Lawrence J. Warren,City Attorney Larry Meckling, Building Official Transportation Systems Division Jay Covington, Chief Administrative Officer Utilities System Division Councilperson Kathy Keolker-Wheeler South County Journal Alex Pietsch,Economic Development Director Pursuant to Title IV, Chapter 8, Section 100G of the City's Code, request for reconsideration must be filed in writing on or before 5:00 p.m.,September 12,2002. Any aggrieved person feeling that the decision of the Examiner is ambiguous or based on erroneous procedure, errors of law or fact, error in judgment,or the discovery of new evidence which could not be reasonably available at the prior hearing may make a written request for a review by the Examiner within fourteen(14)days from the date of the Examiner's decision. This request shall set forth the specific ambiguities or errors discovered by such appellant,and the Examiner may, after review of the record,take further action as he deems proper. An appeal to the City Council is governed by Title IV,Chapter 8, Section 110,which requires that such appeal be filed with the City Clerk,accompanying a filing fee of$75.00 and meeting other specified requirements. Copies of this ordinance are available for inspection or purchase in the Finance Department,first floor of City Hall. If the Examiner's Recommendation or Decision contains the requirement for Restrictive Covenants,the executed Covenants will be required prior to approval by City Council or final processing of the file. You may contact this office for information on formatting covenants. The Appearance of Fairness Doctrine provides that no ex parte(private one-on-one)communications may occur concerning pending land use decisions. This means that parties to a land use decision may not communicate in private with any decision-maker concerning the proposal. Decision-makers in the land use process include both the Hearing Examiner and members of the City Council. All communications concerning the proposal must be made in public. This public communication permits all interested parties to know the contents of the communication and would allow them to openly rebut the evidence. Any violation of this doctrine would result in the invalidation of the request by the Court. The Doctrine applies not only to the initial public hearing but to all Requests for Reconsideration as well as Appeals to the City Council. R8Li; I 3 T23N R5E E 1/2 . __IC: [_:. - SE 112th Pl. —-- _SE 113th .1---. Ic:;.1..) 1----- ------------- L--- SE 1 R-8_ - cd --R--E8 d VE 10th I St. -- ------- ! 1.- !- _r-r R I-8 S i �.1. E1_ ; SitT 18SL ' iii --- cx a z N O) w '�. 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Iw 1 LESTER AND BRENDA PIELE 14305 AND 14309 SE 125TH S1, _ET RENTON, WASHINGTON 98055 SCOTT E. HAND 14225 S.E. 125TH STREET RENTON, WASHINGTON 98055 RUTH L. FIFER 14325 SE 125T1-1 STREET RENTON, WASHINGTON 98055 AFPL 'CANT C. THOMAS FOSTER 6450 SOUTHCENTER BLVD. 0106 SEATTLE, WASHINGTON 98188 (206) 244-0122 EXT. 120 PLANNER/ENGINEER/SURVEYOR CORE DESIGN INC. 4205 - 148T1-1 AVE. NE., SUITE 100 BELLEVUE, WASHINGTON 98001 (425) 885-1811 CONTACT: LAFE HERMANSEN- PLANNER DAVID CAYTON, P.E. - ENGINEER KEVIN J. VANDERZANDEN, P.L.S. - SURVEYOR LEGAL DESCRIPTION PARCEL A: LOT I OF KING COUNTY SHORT PLAT NO. 116004, ACCORDING TO SHORT PLAT RECORDED APRIL 12, 1919 UNDER RECORDING NO.1904120866, IN KING COUNTY, WASHINGTON. PARCEL B: LOT 2 OF KING COUNTY SHORT PLAT NO. 716004, ACCORDING TO SHORT PLAT RECORDED APRIL 12, 1919, UNDER RECORDING NO. 1904120566, IN KING COUNTY, WASHINGTON. PARCEL C: LOT 3 OF KING COUNTY SHORT PLAT NO.116004, ACCORDING TO SHORT PLAT RECORDED APRIL 12, 1919 UNDER RECORDING NO.1904120866, IN KING COUNTY, WASHINGTON. PARCEL E: THE EAST 150 FEET CF THE WEST 480 FEET OF THE NORTH 330 FEET OF THE NORTHEAST QUARTER OF THE SOUTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 10, TOWNSHIP 23 NORTH, RANGE 5 EAST, WM, IN KING COUNTY, WASHINGTON; TOGETHER WITH ADDITIONAL APPURTENANT REAL PROPERTY, WHICH ATTACHED THERETO BY OPERATION OF LAW AS A RESULT OF DECREE OF COURT QUIETING TITLE IN KING COUNTY SUPERIOR COURT CAUSE NO. 90-2-00038-9 ENTERED MARCH 19, 1992 AND THE CONTENTS OF SAID DECREE ARE EXPRESSLY INCORPORATED HEREIN BY THIS PITERENCE TO DESCRIBED SAID ADDITION PARCEL. •. � � CIT' OF RENTON ..41. `'ma's Hearing Examiner Jesse Tanner,Mayor Fred J.Kaufman October 28, 2002 Thomas Foster 6450 Southcenter Blvd., Suite 106 Seattle,WA 98188 Re: Piele Preliminary Plat File No.LUA-02-068,PP,ECF Dear Mr. Foster: The Hearing Examiner's Report and Recommendation regarding the referenced request has not been appealed within the time period established by ordinance. Therefore,this matter is being submitted to the City Clerk this date for transmittal to the City Council for review. You will receive notification of final approval from the City Clerk,and will be notified of all action taken by the City Council upon approval of the request. Please feel free to contact this office if further assistance or information is required. Sincerely, Jul. Fred J.Kaufman Hearing Examiner FJK:kw cc: Susan Fiala,Project Manager Andree DeBauw,Development Services 1055 South Grady Way-Renton,Washington 98055-(42 )430-6515 RENTON AHEAD O F THE CURVE tr." This paper contains 50%recycled material,30%post consumer CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS MEMORANDUM DATE: October 23, 2002 TO: Kelly Williams, Hearing Examiner Secretary FROM: Susan Fiala,/Development/Planning, x7382 SUBJECT: Piele Preliminary Plat —Format and Legal Description Review LUA-02-068, PP, ECF The applicant has revised the legal description per Property Services memo of September 18, 2002. Attached is the revised version of the above-referenced preliminary plat. Memo_HEX_KW.doc "` CITX OF RENTON .al Planning/Building/PublicWorks Department Gregg Zimmerman P.E.,Administrator Jesse Tanner,Mayor September 26, 2002 Thomas Foster 6450 Southcenter Blvd. Suite 106 Seattle, WA 98188 RE: Piele Preliminary Plat, LUA 02-068, PP, ECF Format and Legal Description Review Dear Mr. Foster: I am forwarding to you a memo from Property Services Division, via the Hearing Examiner, concerning the legal description of the Piele Preliminary Plat. Please address the items as listed in the attached memo (dated September 18, 2002). The revised documents will need to be submitted to me whereupon I will forward to the appropriate department. Please note, that without completing the revisions, the project will not be able to be brought to City Council for consideration of the Hearing Examiner's recommendation. If there are questions, please contact me at (425)430-7382. Sincerely, Susan Fiala, AICP Senior Planner Attachments 1055 South Grady Way-Renton,Washington 98055 RENTON 0 This paper contains 50%recycled material,30%post consumer AHEAD OF THE CURVE CITY OF RENTON aaLL HEARING EXAMINER MEMORANDUM Date: September 24, 2002 To: Susan Fiala Development Services From: Kelly Williams e,\.0 Hearing Examiner Secretary Re: Piele Preliminary Plat LUA-02-068,PP,ECF Please have the applicant make the changes outlined in Sonja Fesser's memo dated September 18, 2002. Thank you. DF Fry(Spvrp RiVTONN/NG sEP 2s?oo F4) CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS MEMORANDUM DATE: September 18,2002 TO: Kelly Williams FROM: Sonja J. Fesserp SUBJECT: Piele Plat,LUA-02-068,PP • Format and Legal Description Review Bob Mac Onie and I have reviewed the legal description attached to the above referenced preliminary plat submittal and have the following comments: Comments for the Applicant: In our preliminary plat review memo,dated June 19,2002,we noted that although the preliminary plat legal descriptions were satisfactory,there were legal descriptions for easements, included therein,that were not technically"Parcels". Also,there were duplications of names for some of the subject parcels("A"and"B"),and/or no name at all,that added an element of confusion to the legal description block. However,we noted that the legal descriptions contained within the First American Title Insurance Company Order No. 1827-submittal,dated May 1,2002, listed the subject parcels without the duplication of parcel names, although the easement legal descriptions were still included("Parcel D"and Parcel"F"). We would prefer that the title document legal description be used,but exclude"Parcel D"and"Parcel F"from the plat legal description block. See the attachment. \H:1File Sys\LND-Land Subdivision&Surveying Records\LND-10-Plats\0399\RV020918.doc U►- 1_LT L 'r- J 1 -SCIRIFT101,3 DESCRIPTION: PARCEL A: LOT 1 OF KING COUNTY SHORT PLAT NO. 776004, ACCORDING TO SHORT PLAT RECORDED APRIL 12, 1979 UNDER RECORDING NO. 7904120866, IN KING COUNTY, WASHINGTON. PARCEL B: LOT 2 OF KING COUNTY SHORT PLAT NO. 776004, ACCORDING TO SH SHORT TPL T RECORDED APRIL 12, 1979 UNDER RECORDING NO, 7904120866, IN KING COUNTY, PARCEL C: LOT 3 OF KING COUNTY SHORT PLAT NO. 776004, ACCORDING TO SHORT PLAT RECORDED APRIL ,12, 1979, UNDER RECORDING NO. 7904120866, IN KING COUNTY, WASHINGTON. hi (PARCEL D: ,‘''Sr A NON-EXCLUSIVE EASEMENT FOR INGRESS AND EGRESS AS DELNEATED ON SHORT PLAT NO. 776004, ACCORDING TO SHORT PLAT RECORDED APRIL 12, 1979, UNDER RECORDING NO_ 904120866, IN KING COUNTY, WASHINGTON_ Page 2 S/08/2002 14:49 FAX 253 471 5 FIRST AMERICAN UNIT 1 Z 004 ,l ORDER NO. 1827- i. PARCEL E: II: THE EAST 150 FEET OF THE WEST 480 FEET;OF THE NORTH 330 FEET OF THE NORTHEAST QUARTER OF THE SOUTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 10, TOWNSHIP 23 NORTH, RANGE 5 EAST, W_Mli IN KING COUNTY, WASHINGTON; TOGETHER WITH ADDITIONAL APPURTENANT REAL PROPERTY, WHICH ATTACHED THERETO BY OPERATION OF LAW AS A RESULT OF DECREE OF COURT QUIETING TITLE IN KING COUNTY SUPERIOR COURT CAUSE NO. 90-2-00038-9 ENTERED MARCH 19, 1992 AND THE CONTENTS OF SAID DECREE ARE EXPRESSLY INCORPORA' ED HEREIN BY THIS REFERENCE TO DESCRIBE SAID ADDITIONAL PARCEL. /i PARCEL F: 1. 4k A NON-EXCLUSIVE EASEMENT FOR INGRESS AND EGRESS OVER THE SOUTH 30 FEET OF THE NORTH 360 FEET OF THE WEST 480 FEET O SAID SUBDIVISION; ,. EXCEPT THE WEST 30 FEET THEREOF CON`(EYED TO KING COUNTY FOR ROAD UNDER RECORDING NO. 3042080. III 41 CITY OF RENTON HEARING EXAMINER MEMORANDUM Date: September 24, 2002 To: Susan Fiala Development Services From: Kelly Williams 0,13 Hearing Examiner Secretary Re: Piele Preliminary Plat LUA-02-068,PP,ECF Please have the applicant make the changes outlined in Sonja Fesser's memo dated September 18, 2002. Thank you. CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS MEMORANDUM DATE: September 18,2002 TO: Kelly Williams FROM: Sonja J. Fesser SUBJECT: Piele Plat,LUA-02-068,PP Format and Legal Description Review Bob Mac Onie and I have reviewed the legal description attached to the above referenced preliminary plat submittal and have the following comments: Comments for the Applicant: In our preliminary plat review memo,dated June 19,2002,we noted that although the preliminary plat legal descriptions were satisfactory,there were legal descriptions for easements, included therein,that were not technically"Parcels". Also,there were duplications of names for some of the subject parcels("A"and"B"),and/or no name at all,that added an element of confusion to the legal description block. However,we noted that the legal descriptions contained within the First American Title Insurance Company Order No. 1827-submittal, dated May 1,2002, listed the subject parcels without the duplication of parcel names,although the easement legal descriptions were still included("Parcel D"and Parcel"F"). We would prefer that the title document legal description be used,but exclude"Parcel D"and"Parcel F"from the plat legal description block. See the attachment. W:\File Sys\LND-Land Subdivision&Surveying Records\LND-10-Plats\0399\RV020918.doc -dpcu►- LLT ! sciRip"IOIJ DESCRIPTION: PARCEL A: LOT 1 OF KING COUNTY SHORT PLAT NO. 776004, ACCORDING TO SHORT NGTPLAT RECORDED APRIL 12, 1979 UNDER RECORDING NO. 7904120866, IN KING COUNTY, PARCEL B: LOT 2 OF KING COUNTY SHORT PLAT NO. 776004, ACCORDING TO SHORT TON.PLAT RECORDED APRIL 12, 1979 UNDER RECORDING NO. 7904120866, IN KING COUNTY, PARCEL C: LOT 3 OF KING COUNTY SHORT PLAT NO. 776004, ACCORDING TO SHORT PLAT RECORDED APRIL 12, 1979, UNDER RECORDING NO. 7904120866, IN KING COUNTY, WASHINGTON. PARCEL, D: ��� A NON-EXCLUSIVE EASEMENT FOR INGRESS CE���12, 1979, UNDER SS AS DELINEATED ON SHORT CORDING NO_ PLAT NO. C� 776004, ACCORDING TO SHORT PLAT 7904120866, IN KING COUNTY, WASHINGTON. Page 2 J/08/2002 14:49 FAX 253 471 55Rn FIRST AMERICAN UNIT 1--- - Ili 004 I�I ORDER NO. 1827- PARCEL E: ihl, Iir - THE EAST 150 FEET OF THE WEST 480 FEE�,OF THE NORTH 330 FEET OF THE NORTHEAST QUARTER. OF THE SOUTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 10, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M[!4 IN KING COUNTY, WASHINGTON; TOGETHER WITH ADDITIONAL APPURTENANT REAL PROPERTY, WHICH ATTACHED THERETO BY OPERATION OF LAW AS A RESULT OF DECREE OF COURT QUIETING TITLE IN KING COUNTY SUPERIOR COURT CAUSE NO. 90-2-00038-9 ENTERED MARCH 19, 1992 AND THE CONTENTS OF SAID DECREE ARE EXPRESSLY INCORPORATED HEREIN BY THIS REFERENCE TO DESCRIBE SAID ADDITIONAL PARCEL. li PARCEL F_ I A NON-EXCLUSIVE EASEMENT FOR INGRESS AND EGRESS OVER THE SOUTH 30 FEET OF THE NORTH 360 FEET OF THE WEST 480 FEET OE SAID SUBDIVISION; EXCEPT THE WEST 30 FEET THEREOF CONVEYED TO KING COUNTY FOR ROAD UNDER 4.; RECORDING NO. 3042080. ii' ;o CITY OF RENTON HEARING EXAMINER MEMORANDUM Date: September 17, 2002 To: Sonja Fesser From: Kelly Williams` ,6,1j Re: Piele Preliminary Plat LUA-02-068,PP,ECF Would you please verify that the attached legal is correct before we send it to City Council. Thanks CORE DESIGN, INC. BELLEVUE WA 98007 Core Project No: 02009 2/5/02 Legal Description Fi t o 'can ' le a e C . omm' t No. 2-1 Lot 1 of King County Short Plat No. 776004, according to short plat recorded April 12, 1979 under Recording No. 7904120866, in King County, Washington. Fi t nC-r- T' a oo. 'tment N . 743 Parcel A Lot 3 of King County Short Plat No. 776004, according to short plat recorded April 12, 1979, under Recording No. 7904120866, in King County, Washington. Parcel B A non-exclusive easement for ingress and egress as delineated on Short Plat No. 776004, according to short plat recorded April 12, 1979, under Recording No. 7904120866, in King County, Washington. . i( rst m !can ' le suran . C mi ent o. 743 -1 Parcel A The east 150 feet of the west 480 feet of the north 330 feet of the northeast quarter of the southwest quarter of the southeast quarter of Section 10, Township 23 North, Range 5 East, W.M., in King County, Washington; TOGETHER WITH additional appurtenant real property, which attached thereto by operation of law as a result of decree of court quieting title in King County Superior Court Cause No. 90-2-00038-9 entered March 19, 1992 and the contents of said decree are expressly incorporated herein by this reference to described said addition parcel. 02009L01 Parcels.doc, 4/26/02, page 1 Parcel B A non-exclusive easement for ingress and egress over the south 30 feet of the north 360 feet of the west 480 feet of said subdivision; EXCEPT the west 30 feet thereof conveyed to King County for road under Recording No. 3042080. Parcel C Lot 2 of King County Short Plat No. 776004, according to short plat recorded April 12, 1979 under Recording No. 7904120866, in King County, Washington. Parcel D A non-exclusive easement for ingress and egress created by instrument recorded under Recording No.'s 5989934 and 5005653, in King County, Washington. 02009L01 Parcels.doc, 4/26/02, page 2 I CITY OF RENTON CURRENT PLANNING DIVISION AFFIDAVIT OF SERVICE BY MAILING On the day of '1(t , 2002, I deposited in the mails of the United States{{ a sealed envelope containing II ► -Car a-c)ofr d ems. documents. This information was sent to: Name Representing (Signature of Sender) STATE OF WASHINGTON SS COUNTY OF KING I certify that I know or have satisfactory evidence that 4Yee 0- e'ti. signed this instrument and acknowledged it to be his/her/their free and voluntary act for the uses and purposes mentioned in the instrument. 1 Oat : . , ,=,. IO_ ��GL A'IJLG ),vd-t9-�] Notary Pub in and for the State of W hington NOTARY PUBLIC STATE OF WASHINGTON Notary alletaLYN KAMCHEFF COMMISSION EXPIRES My appoitlrA#rp JUNE 29, 2003 Project Name: V/tIe_ I7 f2 i p(4 Project Number: NOTARY.DOC CIT`. OF RENTON Planning/Building/PublicWorks Department Jesse Tanner,Mayor Gregg Zimmerman P.E.,Administrator CITY LERK(2) CITY OF RENTON • September 9, 2002p 2002 RECEIVED CITY CLERK'S OFFICE SUBJECT: ADDRESS CHANGE: • TO WHOM IT MAY CONCERN: • Please note the following new plats and short plats in the City of Renton that have recently been addressed.: Please add these new streets and addresses to your maps: Elle Rain Plat D‘"0- • Elsa Ridge Short Plat Honey Creek Hills(Woodbriere) Plat Honey Crest Plat -0z-02 Piele Plat 02 P Vineyards' O'''0 .. • Sincerely, 7: • • /// r • Jan Conklin .. :.: . Development Services Representative. • Development Services Division Telephone: 425-430-7276 . . . • #1:utilltr •• • • • • • • 1055 South Grady Way-Renton,Washington 98055 RENTON AHEAD OF THE CURVE LJ This paper contains 50%recycled material,30%post consumer al C Of WC "• a•'•H ne d it'd ai E aF[[ s kaiaarcor 9.1.14.46 O�1• I t0.130r rv. 1 )4 X • aiE11f{CWmI is�r -- __W 4.9a(C) 1 W Of WC 4.99(p,Naa �Z ---1II 0 22 • 9 i. �-� e000:s . 14 • 1 zb' I -� • I i Iw- 21 ,c �l pOs SF. I '" • I ) I — — t- x 20N. 415 • I ,pb $te z .,, ,*. 1003 sF. I $�� .� J. 01 _ J P t1I — 452 • •DOMING CUILDl1'..!TO DE 8 1 1 1g' I , REMOVED U4LE66 SPECIFIED - "°� 110 onsEsauee 8 ii +',/�n l° 4 SF. �s z^ (�J`r laa s V F D6•tf -_ -- aY1C64 •' ` 1FJ� u-- OLD 1/1 PESAR M/1 __ L \1/\ 0_1 WC I6QP `r 411 y\1 al C 6 =t al M lid V — J •.' ENO' . r+x� m • w 1l'� SF •' I -F' ' .14... f . 0000 F>1+1MC raw„CV-za• 4 • � A Oil i,,,,,i.07127Y j MOS.3005033. 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"V ( Z'f �i bit lOs _ / OF cor/cA 8 4 x L. a4I QO ♦ `6 ��8001t 9F. 56 . mat ice; ::r2054,7i1.0 'MCC cocuE. 1 L° 1 'x sutrl -� • / 1 4 'VLF'r a 1� C _. 13 harp 1L..as •p n • N 1/1.- 4, /.SEC 10 2T�as 1 PEKE : 'LEfl - • *Sq Y 1 M p as 3 w uc criR3 Cr 7 • / a4 M CAGE ,-,1 Y QO'ti�4 wT I , /' L Y`• 1 ♦SSI 40. I �` TRACT 5• WA7E32 i 1.0.51DEWALK I RHCT 1 S� EASEMENT\"'1111 ... r 1 n DE FNINGY O RENTON Shaw Er lmental & Infrastructure, Inc. JUL 3 0 2002 3350 Monte Villa Parkway RECEIVED Bothell, WA 98021-8972 425.485.5000 Fax 425.951.4808 Shaw The Shaw Group Inc. Ms. Susan Fiala, Sr. Planner Development/Planning City of Renton 1055 South Grady Way Renton,WA 98055 RE: Piele Property Wetland Dear Ms. Fiala: As per your instructions, dated 1 July 2002, I have prepared an addendum to the wetland assessment and delineation report. This addendum addresses the "paper" loss of the small wetland located off the property. If you have any questions or problems regarding this addendum please do not hesitate to call. Sincerely, SHAW ENVIRONMENTAL INC. Jon K. Dueker, C.W.B., P.W.S. Shaw Errv,runmental & Infrastructure, Inc. 3350 Monte Villa Parkway Bothell, WA 98021-8972 425.951.4800 Fax 425.951.4808 Shaw The Shaw Group Inc.- ADDENDUM ADDENDUM to the Wetland Assessment and Delineation Report For the Piele Property 14308 SE 125th Street INTRODUCTION The original wetland report for the Piele property, dated May 2002, identified a wetland (Wetland B) off the subject property to the east. The westernmost edge of this wetland was delineated so as to allow for the consideration of a 25-foot buffer as required for a Class 3 wetland. The present construction plans call for a road, curb and sidewalk along the east side of the subject property (Jericho Avenue NE). An additional 7 feet will be designated part of the right-of-way (ROW)by the City of Renton. The total ROW would displace approximately 380 square feet of the Wetland B buffer. MITIGATION The usual method for mitigating buffer intrusion is by a process of buffer averaging. In this case, since the wetland is not located on the subject property, buffer averaging would not be appropriate. Therefore, the City of Renton has instructed the applicant to replace the area of wetland (Wetland B) theoretically "lost" to maintain the 25-foot buffer. This would amount to approximately 127.4 square feet of wetland. Per City regulations, wetland creation as mitigation would need to be1.5 times the area altered, which equals 191.1 square feet. The two following mitigation plans will be accomplished. 1. Wetland creation: Approximately 191 square feet of scrub-shrub/emergent wetland will be created adjoining Wetland A as shown in Figure 1. The necessary hydrological conditions will be obtained by excavating the needed area from the present upland slope to a depth 20 inches below the present level of northeastern side of Wetland A. This area will then be backfilled with a 6 inch layer of bentonite clay, covered by suitable organic soil. Species recommended for planting include red-osier dogwood (Cornus stolonifera), a FACW species, and slough sedge (Carex obnupta), an Obligate species. N:\Project\final\SeattleMortgage\831859\Documents\WetlandAddendum.725.doc-02\j:1 1 56d S.I= I * . 1: e r uRP, v 62521 .e. j k•ip -,.: I\ f:96-rtS.P. H,�� 1t� 'Ir -;- ( M- _10-1 : i_ - 1,D•E I. 5 G ! -� 3 g c Arta O (j I ,ti. - DV r 4 ..a-B0 TIE tIA. 61 '523 SF E 1 xisT GA " ` i, ,^ V; ' GATE i ,, ..• 'u' : Q •• — 3� ''� 5 6± 8F. I g Siff :21 r ... - I r ti b' \ _93' g i — ' Mi '''.:- 1 k_ • i z._ ' i (" ";.*, --Ili ! i' - f Till) vie :f41:11:04" j14"--"-----/-4450 OP a' '°'23 1 r. s:e PATI I 0 et s " i i .01.p. /1 8 1,°/:f./- 446 w - .7■r 1�6' Z W fi r�j at F-i4 e. ,t m cEtn FL -A k , c , .tir J i 4- 4� ��Of S�_ i. K 1Ccm r, !1 1 1� r✓'338�I $�- /1 532±' F. I �' 1 25-foot rt - ' buffer k�LF VI-2 �, i :t, 20 �T EZ.��z 1 - , L - �...-13 AIN EA8 1 ENT I 1 t d �t tom"` / .;, �i //4 -- F.. ry:s' ,.t . / 1 -' - 7,:/ -''''''''e." ....- --7----4 --.. -- 17-- - --- (3s, 1 -► 3-10f ,,rr 7\_________________. 21' 4i x .F� J •� L�12' O r f�� l 2 t I Scale: 1':�r40' ICI ' `� 1, , -� _, CT 800'1t S.F. 4, .FFS.� . s J --! + i I �, / Ff' .• 4, --.-------.., ., - Buffer edge �-- S: , LF . _ _, t :.„, y _si: . r g ..., _ , ..,, 0 i G ... r 1.RY�Lly. ' - . rs�lA`It om— R6r.t,; �.T-' aL __ j ' �`_-__.� ` C�_. — �G :r - i a 4 1.0 ' :;ce `.cC�. e'7=. 1 �i"1 ;� '2T�„��-; + IfE 7 f 1, j�y1/i Edge of Wetland-2�0.3 u;� i1 Created wetland sl,�' 't; � = �s. � F °�ag.s0.=ru - ''� J' )>•' 1 ` �, / ' _ , A a p-i v w a yr v..i ..�" 7R. I_ 4$ _ '• ' •tT ` L / ! t r ! e' ! // r� \�( f .J h 1� 1 \ r 1 '~! C�1C'>'t3" c 1 tr 1( i O 1 I -'�__-I � j ' I �.4y ii 1� Figure 1. Areas of wetland and buffer creation (Tract A-1) t 2. Buffer enhancement (Wetland A to include the additional created portion): A 25-foot- wide area around the portion of Wetland A that is located on the Piele property will be enhanced by the planting of a mixture of wetland and upland plants. Species recommended include red alder (Alnus rubra.), red elderberry (Sambucus racemosa), sword fern (Polystichum munitum), and salal (Gaultheria shallon). PLANTING PLAN A detailed planting plan describing quantity, size, and location/spacing will be completed prior to actual development of the site. PLANTING IMPLEMENTATION TECHNIQUES The following implementation techniques should provide a foundation for successful plant growth in the buffer mitigation areas: 1. Construction and Planting Sequence: Potential erosion from the steep slope directly north of Wetland A during construction will be controlled by the use of silt fences and straw bales. Prior to shrub planting,jute matting will be placed on the slopes, if needed, and seeded with an erosion control mixture of grasses. Shrub planting of this buffer area and the created wetland will occur between October 1 and March 31 to take advantage of normal rainfall and the greater availability of plant material. 2. Sources of Plant Material: All plant material will be locally grown in the Pacific Northwest. Plant substitutions will be permitted only by a wetland biologist familiar with the project objectives, or by a representative from the City of Renton, and should be based upon plant availability and planting time. 3. Soil Amendment: Based on the soils present, soil amendments such as Composted forest products will be mixed in the planting holes only. Tablet forms of fertilizer will also be added to the holes. No fertilizer will be broadcast onto the soil surface of the buffer. 4. Construction Observation: A wetland biologist will be involved during construction to approve the plants, planting locations and techniques and to perform a final inspection. This involvement will allow for any necessary field adjustments that are important to the success of the plantings. 5. Watering: Supplemental watering may be necessary at the time of planting to ensure plant survival. Other watering may also be necessary during the drier months of the year for the first year after planting. 6. Maintenance: Maintenance will include weeding and supplemental watering, if needed. The use of herbicides will not be allowed. N:\Project\final\SeattleMortgage\831859\Documents\WetlandAddendum.725.doc-02\j:1 2 I w MONITORING A report and location map will be submitted to the City of Renton immediately following planting. This report will include photographs of the revegetated areas. The plantings will be monitored once a year at the end of the growing season for a period of three years following installation. Due to the small size of the area, normally established transects are not appropriate. The entire buffer area will be examined for plant viability, growth rates, and habitat development. In addition, examination of the adjoining wetland will be made to determine if any detrimental effects have occurred due to the construction of the project. STANDARDS OF SUCCESS The canopy cover of the tree and shrub species one year after planting can be expected to be a minimum of 20 percent of the ground area in which they are planted. After three years, the shrub cover should be between 45 and 60 percent. Within the created wetland the hydrophytic vegetation should be between 70 and 80 percent. These percentages are based on a survival rate of between 80 and 90 percent for the species. Vegetation lost to drought or other unforeseen circumstances will be replaced to ensure the minimum survival rate on an annual basis. SHAW ENVIRONMENTAL&INFRASTRUCTURE Jo . Dueker, C.W.B., P.W.S. 7/it/OZ__— Date N:\Project\final\SeattleMortgage\831859\Documents\WetlandAddendum.725.doc-02\j:1 3 AFFIDAVIT OF PUBLICATION NOTICE OF ENVIRONMENTAL DETERMINATION Barbara Alther,first duly sworn on oath states that he/she is the Legal Clerk of the ENVIRONMENTAL REVIEW COMMITTEE RENTON,WASHINGTON SOUTH COUNTY JOURNAL The Environmental Review 600 S.Washington Avenue,Kent,Washington 98032 Committee has issued a g g Determination of Non-Significance- Mitigated for the following project a daily newspaper published seven(7)times a week. Said newspaper is a legal newspaper of under the authority of the Renton general publication and is now and has been for more than six months prior to the date of Municipal Code. PIELE PRELIMINARY PLAT publication, referred to, printed and published in the English language continually as a daily LUA-02-068,ECF,PP newspaper in Kent, King County,Washington. The South County Journal has been approved as a Preliminary Plat approval for a 22 legal newspaper by order of the Superior Court of the State of Washington for King County. lot subdivision in the R-8 zone. The notice in the exact form attached,was published in the South County Journal(and Location:5107,5212,5213,5219 not in supplemental form)which was regularly distributed to the subscribers duringthe below NEp ea5th Place. pp 9 Y Appeals of the environmental stated period. The annexed notice,a determination must be filed in writing on or before 5:00 PM July 22, 2002. Piele Preliminary Plat Appeals must be filed in writing together with the required $75.00 as published on: 7/8/02 application fee with: Hearing Examiner, City of Renton, 1055 SoutWA The full amount of the fee charged for said foregoing publication is the sum of$80.25,charged to 98055.h GradyppeWay, Examne are g g g 9 Appeals to the Examiner are Acct. No. 8051067. governed by City of Renton Municipal Code Section 4-8-110.B. The cost above includes a$6.00 fee for the printing of the affidavits. Additional information regarding the appeal process may be obtained from the Renton City Clerk's Office, Legal Number 10564 ''(425)430-6510. j 4-4-' /f"" A Public Hearing will be held by the s/ � Renton Hearing Examiner in the Legal Clerk, SouthCounty Journal Council Chambers, City Hall, on August 6, 2002 at 9:00 AM to _� �-�-- consider the Preliminary Plat. If the (/6 d y of �l L ,2002 Environmental Determination is Subscribed and sworn before me on this appealed, the appeal will be heard ``000v9ltarrrrrrrro as part of this public hearing. % cc,t, M FEy°',, Interested parties are invited to ��,‘C^•�SstON E,r,;�:.. Notary Public of the State of Washingto attend the public hearing. e�;•c� 9(60%.0 S residing in Renton Published in the South County Zse ' OTAny .•yr, King County,Washington Journal July 8,2002.10564 _•_ o %���CpUBI�GOOp�O?_ : ._ 0 J.. , •26 2 . ' ern '''/14°dW i e%,,*',° a r City of Rt_ __� Department of Planning/Building/Public ..._..rs ENVIRONMENT L & DEVELOPMENT APPLICATION REVIEW S EET REVIEWING DEPARTMENT: Pb COMMENTS DUE: JUNE 18 APPLICATION NO: LUA-02-068, P, E F DATE CIRCULATED. .er-6,2002 APPLICANT: THOMAS FOSTER PROJECT MANAI R: SUSAN FIALA PROJECT TITLE: PIELE PRELIMINARY PLAT WORK ORDER Ns. :9• LOCATION: 5107,5212,5213, 5219 NE 5th Place SITE AREA: 194,214 SF(approx.)gross I BUILDING AREA(gross): 32,320 SF SUMMARY OF PROPOSAL: The applicant is requesting Environmental (SEPA) Review and Preliminary Plat approval for a 22 lot subdivision of a 4.46 acre site located within the Residential-8(R-8)zoning designation. The proposed lots are intended for the eventual development of detached single family homes. Two existing residences are proposed to remain on new lots 1 and 17. Access is proposed via the extensions of public right-of-ways of NE 6th Street, Ilwaco Avenue NE and Jericho Avenue NE and a private road. A. ENVIRONMENTAL IMPACT(e.g. Non-Code)COMMENTS Element of the Probable Probable More Element of the Probable Probable More Environment Minor Major Information Environment Minor Major Information Impacts Impacts Necessary Impacts Impacts Necessary Earth Housing • Air Aesthetics Water Light/Glare Plants Recreation • Land/Shoreline Use Utilities Animals Transportation Environmental Health Public Services i.,/ Energy/ Historic/Cultural Natural Resources Preservation Airport Environment 10,000 Feet 14,000 Feet e 1 Latin tatinf.c.e Z n1 1c . 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 additio al information is needed to properly assess this proposal. e i 2_,zz _c ,_, Signature of Director or Authorized Representative Date Routing Rev.10/93 July 24,2002 Neil R. Watts Director,Development Services Division Planning,Building, Public Works City of Renton Renton City Hall, 6th Floor 1055 South Grady Way Renton,Washington 98055 Re: REQUEST FOR REDUCTION OF RIGHT-OF-WAY, Ilwaco Ave. NE To Whom It May Concern: We are requesting a reduction in right-of-way for Ilwaco Ave. NE from 35 feet to 33 feet. The request is for a proposed extension of Ilwaco Ave NE north from NE 5TH Street to proposed NE 6th Street dedication. The proposed change would include 28 feet of paving and 4 feet of curb and sidewalk in the right-of-way with 0.5 feet of sidewalk as easement on the lots. Total sidewalk and curb width would be 5.0 feet. The existing house on proposed lot 17,which is to remain, is only 52 feet from the east property line, requiring a minimum width of 57 feet. Lot 18, as a corner lot requires a minimum width of 60 feet. The reduced width would also allow a more intimate neighborhood feeling until such time that possible future development reaches greater density levels as suggested by the City of Renton's dedication requirements. In addition,the dedication as requested by the City of Renton for this parcel for both Ilwaco Ave. NE and NE 6th Street would absorb 33.91% of the total area. This seems to be an unnecessary burdened for a small parcel. This parcel, as part of the Piele proposed plat is scheduled for public hearing on August 6, 2002. We appreciate your attention to this matter in order to proceed with the current schedule. Thank you. Sincerely, C. Thomas Foster July 24, 2002 Neil R. Watts Director, Development Services Division Planning, Building, Public Works City of Renton Renton City Hall, 6th Floor 1055 South Grady Way Renton,Washington 98055 Re: REQUEST FOR REDUCTION OF RIGHT-OF-WAY, NE 6th Street To Whom It May Concern: We are requesting a reduction of right-of-way dedication for the 5200 block of NE 6th Street from 35 feet to 30 feet. The proposed right-of-way extends west to Hoquim Ave. NE and east to Juricho Ave. NE. At the intersection of Hoquim Ave. NE AND proposed NE 6th Street runs between two single family lots, each with a single house. Future development seems unlikely without a condemnation action by the City. The parcel to the east has a house located 37 feet south of the north property line. With current setback requirements of 10 feet,the maximum allowable right-of-way for NE 6th Street, as a portion of this parcel,would be 27 feet. The reduced width dedication would help to remove additional burden on this parcel. The total dedications for right-of-way, as requested by the City of Renton, for this parcel would absorb 33.91% of the total area. This seems to be an unnecessary burden for a small parcel. This parcel, as part of the Piele proposed plat, is scheduled for public hearing on August 6,2002. We appreciate your attention to this matter in order to proceed with the current schedule. Thank you. Sincerely, C. Thomas Foster ` CITY IF RENTON Planning/Building/PublicWorks Department Jesse Tanner,Mayor Gregg Zimmerman P.E.,Administrator August 9,2002 C.Thomas Foster 6450 Southcenter Blvd. Suite 106 Seattle,WA 98188 SUBJECT: PIELE PRELIMINARY PLAT REQUEST FOR MODIFICATION STREET WIDTH REDUCTION Dear Mr. Foster: We have reviewed the proposed street modification requests associated with the proposed 22-lot single family residence plat to be located approximately at Jericho Avenue NE and NE 5th Street. Certain modifications have been requested to the required dedication widths and improvements of Ilwaco Avenue NE and NE 6th Street, located within the narrower northern section of the proposed plat. The proposed modifications request: 1. A reduction in right-of-way dedication for the proposed Ilwaco Avenue NE from 35 feet wide to 33 feet wide from NE 5th Street to the future NE 6th Street dedication. 2. The proposed improvements for Ilwaco Avenue NE would provide 28 feet of pavement with 4.5 feet of curb and sidewalk within the right-of-way and 0.5 feet of sidewalk in an easement to provide a five-foot sidewalk width for this length of currently dead end access. 3. A reduction in right-of-way dedication from 35 feet to 30 feet for the proposed NE 6th Street between Hoquiam Avenue NE and Jericho Avenue NE. The Street Modification requests are approved subject to conditions. City Code 4-6-050 (Street Standards) requires full street improvements for all adjacent rights-of- way for, within and dedicated by a plat. There are also certain standards for width of dedication for proposed streets to be added to the city grid. One of these is the 35-foot half-street improvement to provide 28 feet of pavement with parking only on the development side, 5-foot sidewalk and curb,and streetlights. This allows full use of the street in normal manner until such time as the remaining right-of-way is dedicated and improved by future development. The City can modify street improvements for new plats if there are practical difficulties in carrying out the provisions of the Street Improvement Ordinance. The Modification Procedures, as defined in Section 4-9-250D, clearly states the criteria for approval by the Department Administrator. In order for a modification to be approved, the Department Administrator must, "find that a special individual reason makes the strict letter of this Ordinance impractical, that the modification is in conformity with the intent and purpose of this Ordinance, and that such modification: (a) Will meet the objectives and safety, function, appearance, environmental protection and maintainability intended by this Ordinance,based upon sound engineering judgement; and (b) Will not be injurious to other property(ies)in the vicinity; and 1055 South Grady Way-Renton,Washington 98055 R E N T O N AHEAD O F THE CURVE This paper contains 50%recycled material,30%post consumer C.Thomas Foster August 9,2002 Page 2 (c) Conform to the intent and purpose of the Code; and (d) Can be shown to be justified and required for the use and situation intended; and (e) Will not create adverse impacts to other property(ies) in the vicinity." Meets objectives and safety, function: Due to the physical width of the parcel at this location, and the constraints of existing houses in the near vicinity, staff supports the modification requests. The intent of public and emergency access and pedestrian amenities is met with the proposal as there is no reduction in the pavement width, travel lanes, or sidewalks. The road cross section meets the minimum standards for the typical 35-foot wide half street improvement. Not injurious or adversely impact adjacent properties: Adjacent properties are not injured nor adversely impacted as all dedications are from the proposed plat and allow future extensions and circulation as the development occurs. Conforms to the intent of the code: The intent of providing for the city street network is met with the dedication of 30-feet of right-of-way for NE 6th Street. Where a half street installation would normally be required, development of NE 6th Street at this time would be difficult due to the constraints of existing residences on neighboring parcels, and impractical due to a lack of a road profile design to serve this area in this location. Limiting the dedication to 30-feet still protects the street grid by maintaining the standard 60-foot width designated for this street and allows the City of Renton to construct the street at a future date with fewer variations in available right-of-way width or location. The dedication also matches other similar dedications in the vicinity, just not contiguous. Staff further recommends a waiver of installation of roadway improvements for NE 6th Street to minimize vandalism and dumping in the area. Justified and required for use and situation intended: The zoning of this parcel is R-8, Single Family. The modifications as requested allow the maximum density and number of lots that still meet the various setbacks and access criteria. Additional dedication for complete roadway sections will be provided as adjacent parcels develop, while the plat provides the minimum necessary for access, emergency and domestic,as well as parking and pedestrian amenities. The Street Modifications are approved subject to the following conditions: 1. Signs shall be placed at the end of the paved roadway explaining that future extension within the right of way may be required with future development. Signage as appropriate for a dead-end will be placed. Sign design and content is subject to the approval of the Development Services Division. Signs shall be in place prior to recording of the plat. 2. An emergency turnaround design approved by the Fire Department will be required. f C.Thomas Foster August 9,2002 Page 3 This decision to approve the proposed Street Modification is subject to a fourteen (14) day appeal period from the date of this letter. Any appeals of the administrative decision must be filed with the City of Renton Hearing Examiner by 5:00 p.m., August 21, 2002. 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. Appeals to the Examiner are governed by City of Renton Municipal Code Section 4-8-110. Additional information regarding the appeal process may be obtained from the Renton City Clerk's Office, (425)430-6510. If you have any questions,please contact Juliana Sitthidet at(425)430-7278. Sincerely, Vea g ,t) Neil Watts,Director Development Services Division cc: Land Use File Kayren Kittrick Larry Rude Susan Fiala Juliana Sitthidet AFFIDAVIT OF SERVICE BY MAILING STATE OF WASHINGTON) ) ss. County of King ) Kelly Williams being first duly sworn, upon oath, deposes and states: That on the 29th day of August, 2002 affiant deposited in the mail of the United States a sealed envelope(s)containing a decision or recommendation with postage prepaid, addressed to the parties of record in the below entitled application or petition. n Signature: 6JAA_S SUBSCR aALD SWORN to before me this024'tay of advi , 2002. li i ► lam/ _ wr�•.w i i 41 t � w f No ublic i and or the State of Washington, i •••..8.9 5.� '= Residing at .e..-H/e_ ,therein. Application,Petition,or Case No.: Piele Preliminary Plat LUA-02-068,PP,ECF The Decision or Recommendation contains a complete list of the Parties of Record. HEARING EXAMINER'S REPORT August 29,2002 OFFICE OF THE HEARING EXAMINER CITY OF RENTON REPORT AND RECOMMENDATION APPLICANT: Thomas Foster 6450 Southcenter Blvd. #106 Seattle,WA 98188 Lafe Hermansen Core Design,Inc. 4205 148th Avenue NE, Suite 100 Bellevue, WA 98007 Piele Preliminary Plat File No.: LUA-02-068,PP,ECF LOCATION: The project is located on 5300& 5308 NE 4th Street SUMMARY OF REQUEST: Subdivide an approximately 4.46 acre property into 22 lots suitable for detached, single family houses SUMMARY OF ACTION: Development Services Recommendation: Approve with conditions DEVELOPMENT SERVICES REPORT: The Development Services Report was received by the Examiner on July 30,2002. PUBLIC HEARING: After reviewing the Development Services Report, examining available information on file with the application,field checking the property and surrounding area;the Examiner conducted a public hearing on the subject as follows: MINUTES The following minutes are a summary of the August 6, 2002 hearing. The legal record is recorded on tape. The hearing opened on Tuesday,August 6,2002,at 9:29 a.m. in the Council Chambers on the seventh floor of the Renton City Hall. Parties wishing to testify were affirmed by the Examiner. The following exhibits were entered into the record: Exhibit No. 1: Yellow file containing the original Exhibit No.2: Neighborhood Detail Map application,proof of posting,proof of publication and other documentation pertinent to this request. Exhibit No. 3: Preliminary Plat Plan Exhibit No.4: Sheet 1 of 2: Boundary& Topographic Survey Piele Preliminary Plat File No.: LUA-02-068,PP,ECF August 29,2002 Page 2 Exhibit No.5: Sheet 2 of 2: Boundary& Exhibit No.6: Tree Cutting and Clearing Plan Topographic Survey Exhibit No. 7: Preliminary Grading and Utility Plan Exhibit No.8: Zoning Map Exhibit No. 9: Wetland Buffer and Created Wetland Exhibit No. 10: Original Plan for Ilwaco North of NE 5th Place Exhibit No. 11: Copy of Modification The hearing opened with a presentation of the staff report by Susan Fiala, Senior Planner,Development Services,City of Renton, 1055 S Grady Way,Renton,Washington 98055. The project is located north of NE 4th Street. The site is bounded to the north and to the east by King County. The applicant has proposed to subdivide a 4.46-acre site into 22 lots intended for detached single-family homes. The site is currently developed with several single-family residences of which two would remain on proposed lots 1 and 17. All other residential structures and associated detached accessory structures would be removed. The proposed lots would range from 4,600 square feet to over 9,000 square feet in size. The project includes the installation of utilities and the dedication of public rights-of-way. Once the public right-of-way,private access easement and wetland are deducted from the gross site area the net area of the site is 3.18 net acres. The density of the project would then be 6.91 units per acre,which is within what the R-8 zoning allows. A portion of a Class 3 wetland is located near the southern property line of the site. A 25-foot buffer would surround this portion of the wetland. The remaining portion of this wetland is located on the property located to the south of the site. There is also an off-site wetland located within 20 feet of the property. The Environmental Review Committee(ERC)issued a Determination of Non-Significance—Mitigated(DNS- M)for the project. There were 13 mitigation measures. There were no appeals filed. The mitigation measures included that the applicant should comply with the recommendations of the geotech report,the applicant must also deal with erosion control measures and the applicant is also required to comply with the recommendations contained within the wetland assessment and delineation report. The applicant shall be required to install silt fencing and also be required to install a split rail fence or other approved barrier along the entire edge of the wetland. The applicant shall pay the appropriate fire,traffic and parks mitigation fees. In review of the project for compliance with the Comprehensive Plan staff looked at the land use element,the housing element and the environmental element. The project meets all lot size and dimension requirements. There are wetlands on and off-site. Impacts will be mitigated through measures imposed by the ERC. About 53 trees will be removed from the site. The trees located on the lots where the existing houses are located will not be removed. All other vegetation will be removed. The 4.46 acre site is designated Residential—8(R-8)dwelling units per acre on the City of Renton's zoning map. This development allows for the future construction of up to 22 dwelling units including the two that are to remain. In review of the density,R-8 allows from five to eight units per acre and after the deductions of the critical areas,the wetland,public rights-of-way and private street area of the site the proposal is for 6.91 units per acre which is in compliance with the density requirement. All lots are in compliance with lot width,depth requirements and setback requirements. Piele Preliminary Plat File No.: LUA-02-068,PP,ECF August 29,2002 Page 3 Each lot appears to support the construction of one detached single-family structure. Accessory structures are permitted at the maximum of two per lot or one per lot at 1,000 square feet in size. The plat plan shows several accessory structures located throughout the site that are proposed for removal. Staff recommends that a demolition permit be obtained and all out buildings be removed prior to recording of the final plat. All side lot lines of the proposed lots are generally at right angles to the street lines and all lots would have frontage to public roadways or access via private streets. All of the lots generally satisfy the condition of the code requirement for minimum lot area. Access to the site is via two routes from NE 4th Street,Hoquiam Avenue NE to NE 5th Street and then to Ilwaco Avenue NE and Jericho Avenue NE to NE 5th Place. This project would extend Jericho Avenue NE where it would meet the new roadway of NE 5th Place,which is an east west road. Ilwaco Avenue NE would be a continuation of a street to the south and would continue to the north. There would be requirements to dedicate additional right-of-ways for these streets. Jericho Avenue NE,according to Code,would be required to have half street improvements of 35 feet of right-of-way with 28 feet of pavement. Ilwaco Avenue NE would also be required to have 35 feet of dedicated public right-of-way with 28 feet of paving and a five-foot sidewalk. NE 6th Street currently does not exist in this area,but in order to create the grid system of the City staff is looking at requiring a dedication of at least 30 feet for the right-of-way for NE 6th Street. The applicant has submitted a request for street modifications to reduce the rights-of-way for both of the streets. The request is under review by staff and appears to be approved. A 26-foot wide private street is proposed to serve Proposed Lots 19,20,21 and 22 as it comes off of Ilwaco Avenue NE. Staff recommends that the proposed private street provide access to all lots via one driveway off of Ilwaco Avenue NE. The location of the single-family residence garages for Lots 19 through 22 should be designed with adequate turning area to provide direct access to the private street. Staff recommends the establishment of a homeowner's association or maintenance agreement to take care of all common improvements including utility easements, storm water facilities,and wetland and buffer tracts as a condition of preliminary plat approval. In response to questioning from the Examiner,Ms. Fiala replied that the reason Lots 21 and 22 are not taking access off of NE 6th Street or Ilwaco Avenue to reduce the number of curb cuts. The site is relatively flat and the greatest slope on site is approximately five percent. To the far south along the wetland there may be a few slopes that are a little more then five percent. The site currently contains two single family residences on Proposed Lots 1 and 17 and are proposed to remain. All out buildings will be demolished. The surrounding area includes single-family residences developed under the R-8 and R-10 zoning designations and single family and vacant parcels in the unincorporated area of King County. Police and Fire staffs have indicated that there are sufficient resources to furnish services to the proposed development as long as all Code required improvements are implemented and all required fees are paid. A Parks Mitigation Fee is also required and credit will be given for the two existing residences. To date, staff has not received a response from the Renton School District on the impact of this project to the local schools;however, it is anticipated that the schools would be able to support the additional students generated by this project. Piele Preliminary Plat File No.: LUA-02-068,PP,ECF August 29,2002 Page 4 In regard to storm water,the on-site generated run-off is directed to a combination detention/water quality vault and all drainage discharging from the vault would be routed to an existing wetland east of the site,which is a natural downstream drainage course for this area. The water utility is not served by the City of Renton, it is located in the King County Water District 90 service area. A conceptual utility plan was submitted with the project. Staff recommends approval of the Piele Preliminary Plat subject to three conditions including the proposed private street shall provide access to Lots 19 through 22 via one driveway and garages shall be designed with an adequate turning area;demolition permits shall be obtained for all outbuildings on the site and inspections and approvals complete prior to recording the final plat; and a homeowner's association or maintenance agreement shall be established. In response to questioning from the Examiner,Ms. Fiala stated that there would be a Traffic Mitigation Fee imposed for the project. It appears by the Traffic Impact Analysis that there would be adequate roads within the vicinity to provide for the plat. Les Piele,27216 304th Avenue SE,Ravensdale, WA 98051 stated that when they came in for the pre- construction meeting they discussed the roads and it was decided that they could get by with NE 5th Place and that Ilwaco Avenue would be a cul-de-sac. When they received the preliminary plat it asked for a 30-foot easement at the north end of the property,which really cuts down on the size of the lots and drives the cost of the wider road being put in. Where the 30-foot dedication is being proposed there are single-family homes on either side so there would not be enough room to construct a 42-foot road unless property is taken. To the east the home is only 37 feet off of the property line and construction of a road would put the home only seven feet from the roadway. There are also wetlands in the area. He asked that there be a reconsideration of that northern most easement. He then referenced an article in the Seattle Times regarding setting aside property that may never be used and the legalities of it. Lafe Hermansen, Core Design,4025 140th Avenue NE, Suite 100,Bellevue,WA 98007 stated that he is with the civil engineering and planning firm working with the applicant on the project. In regard to the wetland,the property to the south when it initially developed their storm drainage system did not account for overflow from the wetland. To reduce the applicant's liability they will be tightlining and avoiding the wetland in case of a major event because all the extra drainage into the wetland would cause it to flood. As far as the roads are concerned they are afraid that NE 6th Street will never be developed and they will have a piece of property sitting at the north end of the site that will not be utilized by anyone. They are concerned that this small project is being required to dedicate a lot of road. He asked to clarify for the record that they have requested a reduced right-of-way. Thomas Foster,20840 SE 118th Street,Issaquah, WA 98027 stated that he developed the property to the south. At the time he purchased the property there had been some litigation regarding the homes running discharge directly to the pond,which caused an overflow to the pond. It was mitigated to the point where those drains were cut off. As part of their development of the plat to the south the City required that they not do any additional recharging of the pond, it would just be natural ground water flow. He added the dedication of NE 6th Street does radically change their plans. He pointed out that there are homes in the path of where NE 6th Street would need to continue through. Kurt Wilson, Harbour Homes, 1010 South 336th Street, Suite 305,Federal Way, WA 98003 stated that they are purchasing the lots to the south of this project and are a potential buyer for the proposed development. In regard Piele Preliminary Plat File No.: LUA-02-068,PP,ECF August 29,2002 Page 5 to the dedication of NE 6th Street,there are already three accesses to the site so there is no safety issue. The main issue is dedication of right-of-way,which will make a desirable lot an inferior lot. He asked that some case law that has been used in this type of situation be looked at. He is also proposed that Ilwaco Avenue not be a public road. Kayren Kittrick, Development Services, 1055 S.Grady Way,Renton, WA 98055 stated that there were two street modifications requested and it came down to Ilwaco Avenue being reduced to the requested 33 feet instead of 35 feet with no reduction in pavement or sidewalk and half a foot of sidewalk contained within an easement on the lots. Parking would only be allowed on one side. The Fire Department has requested that a turnaround be built subject to Fire Department approval as to its location and suitability. As developments come in they are requiring the 30-foot dedications for NE 6th Street. They are aware that there are some single family homes in the way and if the City got to the point where most of the parcels were in place they would begin the process of funding and design to complete the roadway. It has been designated for at least eight years as a section to be protected as development occurs. The jog in Ilwaco Avenue is not ideal but it fits the parcel and is not considered dangerous. She suggested a waiver of improvements for NE 6th Street with the exception of a sign stating that it is future right-of-way and may be developed into a road someday. Mr. Piele added that the site does have water availability. The Examiner called for further testimony regarding this project. There was no one else wishing to speak,and no further comments from staff. The hearing closed at 10:26 a.m. FINDINGS,CONCLUSIONS&RECOMMENDATION Having reviewed the record in this matter,the Examiner now makes and enters the following: Findings: 1. The applicant,Thomas Foster, filed a request for approval of a 22-lot preliminary plat. 2. The yellow file containing the staff report,the State Environmental Policy Act(SEPA)documentation and other pertinent materials was entered into the record as Exhibit#1. 3. The Environmental Review Committee(ERC)issued a Determination of Non-Significance-Mitigated (DNS-M). 4. The subject proposal was reviewed by all departments with an interest in the matter. 5. The subject site is located between Hoquiam Avenue NE on the west and Jericho Avenue NE on the east and between NE 5th Street on the south(as extended)and NE 6th Street on the north. The subject site consists of a number of existing lots that contain a number of single-family homes and outbuildings. Two of the existing homes would be retained on what are proposed to be Lots 1 and 17. Buildings that fall too close to property lines to meet current code would be removed if the plat is approved. 6. The subject site was annexed to the City in December 2001,with the adoption of Ordinance 4830. 7. The site received its current zoning classification,R-8 (Residential- 8 dwelling units per acre), upon annexation. The density in the R-8 zone permits no more than 8 dwelling units per acre. 8. The map element of the Comprehensive Plan designates the area in which the subject site is located as Piele Preliminary Plat File No.: LUA-02-068,PP,ECF August 29,2002 Page 6 suitable for the development of single-family homes,but does not mandate such development without consideration of other policies of the Plan. 9. The subject site is an irregularly shaped parcel. It is narrower at the north end and widens and narrows again toward the south. 10. The subject site is approximately 194,214 square feet or 4.46 acres. The parcel is approximately 660 feet long(north to south). The parcel is approximately 440 feet wide. 11. There are wetland areas on and adjacent to the subject site. A Class 3 wetland is located along the south central property line with most of the wetland on the adjacent parcel to the south. It will be protected by a 25-foot buffer. A second wetland lies off the subject site but its required buffer is on the subject site. The applicant proposes compensation to work around this required buffer. 12. The site has some gentle rolling terrain with elevation changes of only about 10 feet over the entire site. 13. The applicant proposes developing 22 lots for detached single-family homes. Lots would range in size from approximately 4,640 square feet to 9,626 square feet. Many of the proposed lots will be in the mid- 5,000 square foot size. 14. Staff has calculated that approximately 55,677 square feet would be used for roads or part of the wetland protection areas. This acreage reduces the amount of property that is used to determine density. The developable area is approximately 138,547 square feet. The plat would have a density of approximately 6.91 units per acre. 15. The proposal as suggested by staff would dedicate roadway areas for the extension and creation of NE 5th Street running along the south margin of the site;NE 5th Place which would enter from the west and cross the center of the site(west to east);Jericho Avenue NE which runs south to north along the eastern edge of the site(connecting to NE 4th in the south);and Ilwaco Avenue NE which would run south to north near the center and western edge of the property. Staff also required the dedication of NE 6th Street along the north edge of the proposed plat. Portions of Ilwaco,Jericho and 6th would be partial street widths,with adjacent property either providing or expected to provide the remaining right-of-way as development proceeds on those adjacent parcels. The City noted that a standard turnaround would be needed on the north segment of Ilwaco to accommodate emergency vehicles. 16. The applicant objected to the requirements for so much roadway dedication saying it amounted to approximately one-third of the acreage. The applicant indicated that NE 6th would be blocked by prior development or natural constraints and that the north segment of Ilwaco does not need to be a public street but could be a private access roadway. The City noted that NE 6th is denoted as a future east to west corridor in it's long range planning documents and has waived the requirement to improve it at this time. 17. With the exception of trees and landscaping located on Proposed Lots 1 and 17 where the existing homes would be retained,most, if not all vegetation would be removed. This amounts to approximately 53 larger trees. 18. Staff reports that a number of proposed lots are at street corners and that the lots at these proposed intersections meet the lot dimension requirements for corner lots. 19. Four lots,Proposed Lots 19-22 would be accessed off a private easement roadway although, Proposed Lots 19 and 22 have frontage on Ilwaco. Proposed Lots 20 and 21 are interior lots. The private roadway is Piele Preliminary Plat File No.: LUA-02-068,PP,ECF August 29,2002 Page 7 not designed appropriately to serve emergency turnaround needs. Staff was concerned about the proximity of the private street and the homes and suggested that the designs appropriately handle the turning radii from the street to any garages built on those four lots. 20. The 22 homes would generate approximately 220 traffic trips per day over neighborhood roads. Twenty of these trips would be attributable to the existing two homes. 21. The subject site will generate approximately 8 to 10 students. The students would attend schools in the Renton School District and would be placed on a space available basis. 22. The subject site will be served by City sanitary sewer. Water District 90 would provide water service. Conclusions: 1. The proposed plat appears to satisfy the public use and interest with the rights-of-way shown and required by staff. 2. The property sits right in the center of a series of roadway intersections and locations. Most of those rights-of-way are needed for access to the proposed lots but will also provide access to additional properties north and both east and west of the subject site. Those rights-of-way are shown on City planning maps for roadway corridor development. In addition,the applicant has gained the advantage of the roads others have dedicated and constructed that lead up to the current property. Without the roads proposed by staff,access to the site,particularly,the larger number of homes proposed over the existing few homes,would not be safe,efficient or practical. State law requires new plats to serve the public use and interest by providing for roads,parks, schools and other infrastructure. The plat would not serve the public use and interest if these roads were not appropriately dedicated and developed. 3. This plat will provide infill housing in an area that can provide urban services. It will increase the inventory of single-family homes and will increase the tax base of the City. 4. The proposed plat meets the density range of the Zoning Code and Comprehensive Plan for this R-8 parcel. Most of the homes will actually front a public street as opposed to be hemmed-in, interior lots with no front yard other than a driveway easement road. 5. The development will add traffic to already busy streets but the opening or potential opening of alternate routes to the north,east and west should disperse traffic to some extent. In addition,the applicant will be paying mitigation fees to help improve the major roads in the surrounding area. 6. The property will have to provide a turnaround acceptable to the Fire Department. 7. Signs should be posted that prominently note that any stub roads or cul-de-sac will eventually create a roadway with through traffic. 8. In conclusion,the proposed plat appears to provide for the necessary infrastructure to support its development and should be approved by the City Council. Recommendation: The City Council should approve the Preliminary Plat subject to the following conditions: Piele Preliminary Plat File No.: LUA-02-068,PP,ECF August 29,2002 Page 8 1. The proposed private street shall provide access to Lots 19 through 22 via one driveway off of Ilwaco Avenue NE. The location of the single-family residence's garages for Lots 19 through 22 shall be designed with an adequate turning area to provide direct access to the private street. This requirement shall be noted on the face of the final plat. 2. The applicant shall obtain a demolition permit and complete all inspections and approvals for demolition of all outbuildings located on the property. The satisfaction of this requirement is subject to the review and approval of the Development Services Project Manager prior to the recording of the final plat. 3. A homeowner's association or maintenance agreement shall be created concurrently with the recording of the final plat in order to establish maintenance responsibilities for all shared improvements. A draft of the document(s), if necessary, 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 recording of the final plat. 4. The applicant shall comply with the conditions imposed by the ERC. 5. The applicant shall provide a turnaround acceptable to the Fire Department. 6. Signs should be posted that prominently note that the stub roads or cul-de-sac will eventually create a roadway or roadways with through traffic. ORDERED THIS 29th day of August,2002. FRED J. KAUF N HEARING EXAMINER TRANSMITTED THIS 29th day of August,2002 to the parties of record: Susan Fiala Thomas Foster Thomas Foster 1055 S Grady Way 6450 Southcenter Blvd.#106 20840 SE 118th Street Renton, WA 98055 Seattle,WA 98188 Issaquah,WA 98027 Kayren Kittrick Kurt Wilson Lafe Hermansen 1055 S Grady Way Harbour Homes Core Design Renton, WA 98055 1010 South 336th Street,#305 4205 140t Avenue NE, Suite 100 Federal Way,WA 98003 Bellevue, WA 98007 Les Piele Lester&Brenda Piele Scott Hand 27216 304th Avenue SE PO Box 752 5107 NE 5th Place Ravensdale, WA 98051 Ravensdale, WA 98051 Renton, WA 98059 Ruth Fifer 5219 NE 5th Place Renton,WA 98059 Piele Preliminary Plat File No.: LUA-02-068,PP,ECF August 29,2002 Page 9 TRANSMITTED THIS 29th day of August,2002 to the following: Mayor Jesse Tanner Gregg Zimmerman,Plan/Bldg/PW Admin. Members,Renton Planning Commission Neil Watts,Development Services Director Larry Rude, Fire Marshal Sue Carlson,Econ.Dev.Administrator Lawrence J. Warren,City Attorney Larry Meckling,Building Official Transportation Systems Division Jay Covington,Chief Administrative Officer Utilities System Division Councilperson Kathy Keolker-Wheeler South County Journal Alex Pietsch,Economic Development Director Pursuant to Title IV,Chapter 8, Section 100G of the City's Code, request for reconsideration must be filed in writing on or before 5:00 p.m.,September 12,2002. Any aggrieved person feeling that the decision of the Examiner is ambiguous or based on erroneous procedure,errors of law or fact,error in judgment, or the discovery of new evidence which could not be reasonably available at the prior hearing may make a written request for a review by the Examiner within fourteen(14)days from the date of the Examiner's decision. This request shall set forth the specific ambiguities or errors discovered by such appellant,and the Examiner may, after review of the record,take further action as he deems proper. An appeal to the City Council is governed by Title IV,Chapter 8, Section 110,which requires that such appeal be filed with the City Clerk,accompanying a filing fee of$75.00 and meeting other specified requirements. Copies of this ordinance are available for inspection or purchase in the Finance Department,first floor of City Hall. If the Examiner's Recommendation or Decision contains the requirement for Restrictive Covenants,the executed Covenants will be required prior to approval by City Council or final processing of the file. You may contact this office for information on formatting covenants. The Appearance of Fairness Doctrine provides that no ex parte(private one-on-one)communications may occur concerning pending land use decisions. This means that parties to a land use decision may not communicate in private with any decision-maker concerning the proposal. Decision-makers in the land use process include both the Hearing Examiner and members of the City Council. All communications concerning the proposal must be made in public. This public communication permits all interested parties to know the contents of the communication and would allow them to openly rebut the evidence. Any violation of this doctrine would result in the invalidation of the request by the Court. The Doctrine applies not only to the initial public hearing but to all Requests for Reconsideration as well as Appeals to the City Council. � 4 Ill.. ,.. �, _-_ - '.....`- -- 1.J bl Gi ern t. a OII® .x... NE. .9THNePI• I O4Ma Q'� U 1 f , ttmrmwc• 11erIM ^ ap ® I N sT. , =s.E Le sT. •. :'0 j ��Q�f' , ii,,....x. ...J '© e, • i °' c 4. `into 211201 mo 1 H ,e f e i • • • m-� I,usjb4. irlial _e t#yI E. eTN ST. t n•'7o .sr q ",- ,' ..• a ,.... ° Uti N.E. 7AILIIACerAilfilk YTNR� NW. O{�3•,r,SE h6} a,�jJ 9 ® •® • �i YT B a g•e 1! ' �prrp��l��7Cm 1Y�•.II gip, �'+``� • x .}o. E 1.oK© £ •.w a. p- Q\ gm i �.�y.,F ?.ST ST • Ts—s E. 1215T 5T 8 .,.. e T ]h11�I�R C ' rp�YY� • Pi - „ri�i`?I p e;6i • 11@^ 2 Ss rer el6.Q1 e O I I 5T. i wy VIC ,s21 '. .1_. � s .YP•E � e VilititKliw; mAt."°4714(wY7�I� 6e 2 I I6,ee 0 IM' ,.c eVR .g q 1. ® ®� �.N.e N.E. t�TN1 M1.t = a1 e s O ® E' OI O • .. 'Idimule �� v .,1.} :xi N E[',� }-7) wn - .8 o�ilS.,, _ n,•, Er® i • N.E. 6'M. z-v..,.x. I x1 r a 4Ln B• W ® sds ,x®e 1 ?(�m E cTM q� �.sr.y� " _ . e - Seel' L ® .safi.j e.ac• -•- M_- RD, " .11�t 474.:. - ' i,•. 0 y • o-•e. . r -- e °l. ., -,-.1 J6 i�.p ' = 'BLU *I'� la 10-;1 B. i s:... 9 .osa'% Tx•AG '741 . ii '. ":31A4 :. 13.. Kr re.,,e-weot yy6rf -'Jrjt ® e U ION aVENUE.I" ra^F _ i .P. ti D . 6 ®€Vp s 4®5 0AAAA� C © C�J •,.o�.• Ix�..watt, �r. °fie . 5R • •Ls till r 9E 3s_}� .ym r o ...... raT_si'�y� "m1 •�7 ,-1v. cs ."676.C"s;clrarH- ,;..v_sL 'k'1E tith C•�..._•Gc- ® °fin..--;--1W O ® Q 9 ® 94.e •e VE 5E>g., 128TH • ST. b ill l`e•ne 41;r it• '•T j r y F., 7 ' I th .,a i Mt, r.1-- ® n". 1 - �., • L.l I • 5' ! . 1:1 . 2 Q,- .' - i ' /11 x AI 6! -® J RTIN'S ACRE TRACT � a I. ""`it I 43 S ! 4 I ....P UNRECo. o ®l' .. �`7.} „�•" w,.a. ®..� e '��ISM le I 1...n 'O O O I o, 6 - ...7.1itio"• •W. w fn _ 6.6I �, = -`®1 m e Ij ].A[ I� °`lair °E 6 e S lig �� NI of 1 ' m 1••�I N "h 1 Q T jy' a �I IS N1 „��I a a:2 E Q e a O °e xs•ac v, °- ... .r•c o O O_O IcE�IK6edv1 1•a K•DIV,1•�1 iV •�•�yy.��7 •".•q --' •" .. - ' r....E 7-i"'Ix S.E. 132ND ST. , ,n ' • I III' • o- - . �.., ®` ® s:E#R ;zt ACKer LOAfde zab• I :--xNaG ® � ar„,,,"13.3.0 1111 ��m ,,...° a - �O a. o 0 1 T i ..., O rear" O j t j Neighborhood Detail Map 11 g,, j R ' 26 F v "" RE`-TRACTi� 1e , i iXK Piele Parcel -_ � ,eE.p,TH sr.• ►_ -0° °' Renton, Washington ®__ 411011110bk 3 il,,K2s S i5 1sE�. aaR' Q _ o Au Core Design:Planners• Engineers• SurveyorsMri N St • , 1.•.. 1w..1 I Project Na.01009 May 1002 i$ D • c .• *Cigna! t 1 s2 - I' i•9 16 i 0 R 3:1 1s sa y� T `ass° R OIRR: I.... i 3 e Li ' •w�emm • •I I >.. ..�( .f'. 'ion ,�1 �' t o • �^� '1 .�o .� 11 E 'd'Pt�9' I 171. ' , 'I - .1-'` ®a-- i�I--- North ,VI.,":5-..,01 9 . �-1nP�' °!,. s':-..,I Maplewood ,1� T0 w e'i• 'a 1" j.e e.*--!'' .g I )• e D e -I;. •..•�.",.®�I Neighborhood Pork i 6 Scale r=zoo' ; . ■t 1 '� ° -° ° 1N°T' ". ®;; ` 137 'S( \•�•\��.•�ii7,.k>zio n• a -n IG �i,�.'-'g 1 "" --�0 r-�{�I�I:� v 6: • . • ',I ` J HF W�] 11 :�'• r f e1,iPt 7 za n e,� °I __8� I �a.s.E.u O•Y...tl7 1 \.`,o I 9TN City of Renton P/B/PW Department Preliminary Report to the Hearing Examiner PIELE PRELIMINARY PLAT LUA-02-068, PP, ECF PUBLIC HEARING DATE:AUGUST 6, 2002 Page 9 of 9 However, it is anticipated that the school district would be able to support the additional students generated by the proposal. Storm water: The applicant has submitted a Preliminary Storm Drainage Calculation report prepared by Core Design with supplemental information from Triad Associates (downstream analysis for Sienna Plat), dated April 30, 2002 with the land use application. The on-site generated runoff will be directed to a combination detention/water quality vault. All drainage discharging from the vault is to be routed to an existing wetland east of the site, which is the natural downstream drainage course for this area. Water and Sanitary Sewer Utilities: Water is not served by the City of Renton. The site is located in the King County Water District 90 service area. A sanitary sewer main extension will be required to be installed by this project to serve the new lots being developed. The conceptual utility plan needs to be modified to include extending the sanitary sewer main to the north property line at Ilwaco Avenue NE and extend the main in NE 5th Place approximately 160 feet west of the most easterly manhole currently shown. H. RECOMMENDATION: Staff recommends approval of the Piele Preliminary Plat, Project File No. LUA-02-068, PP, ECF subject to the following conditions: 1. The proposed private street shall provide access to Lots 19 through 22 via one driveway off of Ilwaco Avenue NE. The location of the single family residences' garages for Lots 19 through 22 shall be designed with an adequate turning area to provide direct access to the private street. This requirement shall be noted on the face of the final plat. 2. The applicant shall obtain a demolition permit and complete all inspections and approvals for demolition of all outbuildings located on the property. The satisfaction of this requirement is subject to the review and approval of the Development Services Project Manager prior to the recording of the final plat. 3. A homeowner's association or maintenance agreement shall be created concurrently with the recording of the final plat in order to establish maintenance responsibilities for all shared improvements. A draft of the document(s), if necessary, 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 recording of the final plat. EXPIRATION PERIODS: Preliminary Plats (PP): Five (5) years from final approval (signature) date. hexrpt.doc • 3 T23N R5E E 1/2 R -8 • 1 SE 112th Pl. __Z- _ ... - -- z SE 113th SE o VE 10th I St. x ----------- `� 1111,1-5_,E. 11 � - - ---_____-- 1 _ RI8 - _ ---._�" SE 117thSE 118th Rt D w a z N �' H w �j- SE 121st St. w RM—I 0 1I (�� [SE 124th i. l 111 / .1 ----__ ____ ,.: -ri ‹..-:-.:- 1 Iiir Mb .4,—____ OD Cf.: t,;--, ',:-.• _ __ r.. . ...- ,, _,___L-Liii, ,..1-1.1- i - _1 ‘._ r° A . cn --CS 1 = IT i co R_� 1 - i tir _______I r -� P - NE 4th t. Pe Sd-. .---- .. _ p p r I -S: � I I r -1 I H I R 8 I ---2 15 I 1 F6 • 15 T23N R5E E 1/2 40 0 E6 ZONING Renton day Limit/PB/pN TECHNICAL sExvicEa o3��0oz ----tt40ciTio•L 10 T23N R5E E 1/210 SW 1/4,SE 1,/4 SEC 10,TWP.23N.,RGE.5E.,W.M. ]I�� . `A OSIER AOERET.DA PEIE II _ SOS SE INV STREET v a 9'wi h,•a,}S[ 11,,,.. m iP.w Rv — INEHTT E.NANO YYMIMSTCN lICISDREET ASP'. 1v,.wua O / R IC)`.\ "['ow. SCO _—__--__-- _ RSNTQI,NIb,WNNS G - > • 55 _ _ _ _ _ _ 22 R a,�L far.L.PPER a tWN. ]e SE 1ISTN STREET ENTON.WA...aON SSO. I. o, /- w APPLICANT w; P.A. C.THOMAS METER SOUN dW PI,OS NTER . . S i SEATTLE.WASHINGTCN YIN l]OSI]aa-OT]]EXT.LSO 1 aL CORE DESIGN NG 0✓y PI_ANNER/ENGINEER/SURvEYOR J# {t . a } JI w 2 f NOS•.McTN AVE NE.SUITE i0o W3 E J ,T n LLEVTE.WASHNGTCN YOOT 4 f. ruse Bee-Ten 'o ' 1 CONTACT,LYE NER ATISEN-PLANER 1 DAVID CATION PE-ETNNEEe NS qj} W KEVN J.vANDEREANDER!ALA-OURvETOR r 1.- ._ ilI _--- _— I I W r ww .__ -- .__ F/w .T' RA, 1 81'8 " „ O -F S. 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CA.MN A PAPA.VISO N TIE SCALE: 1" — 40 SHEET <OF NTEMECTICN Q e£RSTH St.NO ENV AVE SE 1 EL SPIN,(KlOO METERS, I ] I DATUM: CIT*C NT.P M +-NAND IYS . .ROT NYN NP02009 Ert SW.4/4,SE1/4 SEC 10,7WP.23N.,ROE.5E..,W.M. • _es• OWNERS $ NESTER AND IDRETDA PNELE LOGO AND WO!SE E5iu DTREET n, Mc >._ R �' Im✓T uLYNNiTQ1 DeOS5 � -T � x - _-i C/+r -Y\ RENT.,laMMNDION b055_1. p FROM DE NCABON .�p .v -y_ !•aT!•3T I N EET • • • --.. ! RUNL FIFER W k, •N , Y INN.St E5Tu STREET a �'.+ P NTCN NNW., DROSS 3 r----� i i APPLICANT C 1 I C.T..o.W FASTER p 22 1 21 I ' I wac sOJTwf''''R BLVD.RO• b SE .GP. , suo.ER. SEATTLE•ILASN•GTON DENY (1u]]K-oE]ewr.DO I L __J L J £• PLANNER/ENGINEER/SURVEYOR ~• 5 y —��:.:••A eu-�:LiTr,veR 'O Cofl DESIGN we !Ss,)1 llMilARdHD E/.eE•EwT ]OS-IK1N AYE K•MITE 00 f '� r �- E + DELLO...NANNI GTON SaOOl T- -1 Ir 1 3• Nimemmildd CONTACT. Z fi CONTACT.LINE FE IAANDC1-PLANER • DAND(.A ON P.-EN-SEER I i KEV N 1 VA1DERLY.OW PL.-8111B.EYOR • l 20 i ._. �� i 19 """" I smog i 11144111E ig LEGAL DESCRIPTION a i • • a:n1v.4 x.: i - ....Pw• +.N APTOL L RR 4Dv NvmN NO.Iao.SY•.•,DI SSr.vwr>, .t. • 51•...w..n PAPE.A �,Z i LOT SOP 1...CC.,New 1.-N.vo Noma Accoaems Ta WO.PLAT D D• •Itacrii sr. alsa.V :z::z : . N 2 • • - d u • ikE NT0N 110,11.11.41-x _ L -r j — LOMTa.w[,vIM Z ....: eorxn 1 5 T T' i' ! ii: r POMP OP n.,w�.a T•Oaw•O WOO ACOr.e1 to IS I. d P I• 1p i 2 y 1 k s▪: ,oT.R .,.".:N...RN<TaNYRE..APO:M,TY..ow.•N.n• �`+ I 3 Sr o f I aNNI•Y I d I' 16. .. 4., ��±� a m 1 • 1 I l SP. I ° — L w_;_AP�" '+3" `4k 1_i S, /_�... " J � ,- Aa* uou:Mmw..n.Jeum Tcw.TJe TO IDN mORPA%RCK .....R 1 j• , C, — Y NY'SyAsyl / '. 3 i' N,-,t r -t L': Iai• I► 3 � } i t �L.l] %+ 'k. la ® VICINITY MAP J III ;'.`..1'•• j Ksl u 16 .r I Y INS �'..±sP N 1 .SON I la t -_ F �a_ n3T. ►Jt• M. I y aRRI•P..IMu.ow142.110.011.6.wwraRT. /�1 L J --L '�_` P!.Ac:1r•.. ,,i1. T.i .111.01110101.1. 111 r - Mp % _ G e q { pr ___� ^_r C • r,,,�,.• t_.x A p `.r sl a Nr/�p j ,� sr# 1 +1 -am14v 1 p ,ri Y.......a. :riirii. MI A I .N o$F ,,+.. i 8 • I 13 I n' �?. I I F 3 L uY.sF.:. p wiiDM I p i� - . ... I ik Yi I I A � 1�•y' ... J M _!L rEM I jJ.N,LN CASQOR_1 / ' , I � I!. CJ Q$1^W, R I 1 • g g = :=- Jr .?1 a�a - i$AC �,S N].r12.v Y • •• ,• S i ° I Ili �� W r " 0 " _ 't' / x.wi R sa...evaeR�\ --. _. i I I :IJ i r: 44 --.n::. �Y,s ` /` sm Ara ._ ¢ I �� v i\\ r 1 pF \.«•• /Jw ' „ ,, q: SITE STATISTICS ) 7„ • h —'' �jr., \ _ _ �,,..» -.,y I / : f '� ` ` ",fir^,:"^-"• EE]e+nrw rwa.n-N. �� :7 it J'� IM Iy. r •A11+ / j • I M. DpMI lI `J�i, �2 LE I ..I 1 I I , 1.f: H k ! •� .;. li 4 '••H al l: ,y rlw..l''�I:�sJa�i.�l�!1'" ,T{ I �+-�1 N f' ^ TOTAL ErtE AREA. IN1lu!r.(AAA ACRES, I I-—————-N I`' I I I ::u-'-w`r, -11 1 1 TRACT `�., -;. `I:: 1• . //'4£^•� PRT'O.ED WE: DETACHED-SIDLE FALFIL> r I ' C- •_ I ..\•iS I al 11 It{ 2 W g i 13ENCNMAWS: DENSITY CALCULATIONS NO.orLm« 11 , C� � Nl RI It I , S -S.PLAT DRAY WAGE DSc AT THE BASIS OF BEARINGS aN•Das AREA or PI•EPOJIY. NMJ».r OR AAa Ross )� I `•I t AIRTIME LOT SION •0]•AP. S��� • I+.l. I: s_ kk NO. INTERSECTION OF NE.ATLI N.M.! ll'Ofw BETWEEN FgJO]'IWJNI4 '•I ESTtlT)AND NNaT.N AVE SE IALLD Y INN lO1RIEAST COIPCR AND •AbLC R4-M PAY.SF PTRJPOSED DORM, •.JI OL/AG EL K4ll lDSAP KT[RS) WON QUARTER CORNER 0 YG 10.]J-a •PRIVATE/:Cl�Y Wp{M :BAW Df w §'I NPER KCAL M1SOM•ION ALONG TIE SOWN -WETLANDS •SS.M rEIOERCD DWaITT. •Da/AG Z SO, NO.SOS-BROKEN MAN PJiAC!DISC N TN[ LINE OF SAD SECTION NET SITE ANNA: Da0AI.Y OR W ACRES WSTSb LJNSb. 4 A 1 INTERSECTION CP SE.ESN N.AFC WAN ARE NE W EL SAlS4 r»l0b METER*] O b'OI'< SCALE: 1" = 40 "D•OF LOT4 ]] ',FOLIC R-D-Y Sa,NN Dr. NEIGHBORHOOD DETAIL MAP SWEET OF DATUM: OTT CF RnrtON-KN.has `� I D NET 05611: •.N DACRE PRATE ACCESSEri E I`SC.eSF N r•�•• 1 1 I. 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T"nxTr RweERun.R Rsw w.n (1:4 0)t V • aaRR oaL_ — ', I' A " / : - � . N • - . CC rw2d.s+u nep�. ( � Vw.o. apef --1 j!:.9,1:„.r.--.- .-, tor,/, .`2-'-gr ..,„„,..,,,,,„,..„,„,„„„,„„,,,,,,,,,,,,„„,.,,„_..„,,,,,,_„,„., NeTsumo CLEM).LWRS l •'.I- n .wa / '.w ,ET<Row,C.e..MR.YD.W....uuw,n.rt•, ♦'Cm 1 '''' L J . /ft„„.....--; L , 4i. �" z �`-- ... TREE LEGEND 2 I� 3 a T .® / a — — �� e .1 / / ,. Q L A ALCM • '.1,.. l�}y+�1.s..n.\\ / I / //�T`�. II a ,•acuc lii 1, I ~'/,r= r \1 1'/ / / s TW w�'E V"g _ . gym: _ _ =-�i> ::'.-.-...----:_' : — , a_- - V ?F.EEi _._ ._.y,...—._�..____ -� .,. �,t.' •-�Y ..w ` am.—"L'... � .:. -'�-'— „�.�_• 4.y;. I A.�..r�:,xT�,.g. � - �'a.,. dam. ') I r a is , ! xR 11 F i'.�II i. -; . g h g5ENGHMARKS �o�.TTE BASIS OF BEARINGS z-i puK CON TIUCTED NIERSECTIOR L OF R .1w N7Ra ET.!BE BETWEEN Fojo.TOU S S•. paSI k S SSTI.STJ a0 WT,AVE.St Y T 6wThEb MELD E w CCIRq AFC C W 4' u 0- d..SiT(WSY I!11101 A, Rams CUMBER CORNER OR S.C.10-a. �• MR VLF eWRDMe1d.M.O.TM SM. 2 1 O .IO.210E-BROKEN CRASS SURFACE DISC S TE LEE CR GAO SECTION F . a raTEMecnOT Q et UST.eT.a.D NM ARS k < ., SL Saks(rwD METERS, SCALE: 1" = 40 - D D Or DATUM: CITY OF R3TITOw-sssa ISse 1 L1 i `SKEET 1 ' Z 1 PROJECT 02009 CITY OF RENTON HEARING EXAMINER PUBLIC HEARING AUGUST 6, 2002 AGENDA COMMENCING AT 9:00 AM, COUNCIL CHAMBERS, 7TH FLOOR, RENTON CITY HALL The application(s) listed are in order of application number only and not necessarily the order in which they will be heard. Items will be called for hearing at the discretion of the Hearing Examiner. PROJECT NAME: Stone Lane Plat, Alteration to Plat Conditions PROJECT NUMBER: LUA-01-083, FP & Plat Amendment PROJECT DESCRIPTION: The applicant is requesting an alteration of subdivision to remove an access-related plat condition subsequent to recording of the Stone Lane final plat. Specifically, the applicant requests to construct three driveways to access Lots 1, 2 and 3 directly off of Queen Avenue NE. Two access easements are located on these lots to provide access to the second tier of lots (Lots 12, 13, 14). Entry to the existing residences' garages is difficult due to the lot size, garage location and turning radius from the access easements. The site is located on Queen Avenue NE, between 5th and 6th Streets. PROJECT NAME: Piele Preliminary Plat PROJECT NUMBER: LUA-02-068, PP, ECF PROJECT DESCRIPTION: The applicant is requesting Environmental (SEPA) Review and Preliminary Plat approval for a 22 lot subdivision of a 4.46 acre site located within the Residential - 8 (R-8) zoning designation. The proposed lots are intended for the eventual development of detached single family homes. Two existing residences are proposed to remain on new lots 1 and 17. Access is proposed via the extensions of public right-of-ways of NE 5th Street, NE 5th Place, Ilwaco Avenue NE and Jericho Avenue NE via NE 4th Street. hexagenda City of Renton PUBLIC Department of Planning/Building/Public Works HEARING PRELIMINARY REPORT TO THE HEARING EXAMINER A. SUMMARY AND PURPOSE OF REQUEST: Public Hearing Date: August 6, 2002 Project Name: Piele Preliminary Plat Owners'Addresses Lester& Brenda Piele Scott Hand Ruth Fifer PO Box 752 5107 NE 5th Place 5219 NE 5th Place Ravensdale, WA 98051 Renton, WA 98059 Renton,WA 98059 Address Thomas Foster Contact Address Applicant6450 Southcenter Blvd. Lafe Hermansen Suite106 Core Design, Inc. Seattle,WA 98188 4205 148th Avenue NE Suite 100 Bellevue, WA 98007 File Number: LUA-02-068, PP, ECF Project Manager: Susan Fiala, AICP • Project Description: The applicant is requesting Environmental (SEPA) Review and Preliminary Plat approval for a 22 lot subdivision of a 4.46 acre site located within the Residential - 8 (R-8) zoning designation. The proposed lots are intended for the eventual development of detached single family homes. Two existing residences are proposed to remain on new lots 1 and 17. Access is proposed via the extensions of public right-of-ways of NE 5`h Street, NE 5`h Place, Ilwaco Avenue NE and Jericho Avenue NE via NE 4`h Street. Project Location: Between Hoquiam and Jericho Avenues NE and between NE 5th and NE 6th Streets 5107, 5212, 5213, 5219+ NE 5th Place • u. . w r 1%1 RBI is* 7O 11I1.-- i.l..°. F ▪ 11 ,.. e i 1'@►►►► W — ®� �� A. iTN W77". flv. `�`� ' 1a ® . Clw r .... O idlita ` I T24.1 � I I>�- , o ▪+ bid �� Sri•N E^ I W ..®-6 - ..,.,,aa .n. ' '' d N.. 6rN �a ® 0 '+• - ® auAi_ - r�, 4� fiT. O 0 tgt•r Wm mf NJiiN.�CIr� 8LU Y- G_�A u lW•® ~ B„6r-r.MMe-r ir" •^_. '� $ A .i�4C ! ! : : Q _ P Lir...: © 2 , B .4 — iiiiniiiligr.. ..,.. 14:Z1:: 1'1E16' II gi A m.. - tylail. tram3 ii ,., ,, '1.:,'" I MAI" nril '.... 1g N•r7' m"2" Kr ray _ ill.,T. !,m y .% I Vie I N I ° . u.. ^", yr ;4:-. ice' + v.wc ,Irr =..,. zerN� yT. *vefla Ill h —® .:i®..t�.+r_: _O3.^t ® _0 ® 8 3 s a .� r ©., - O r..-x r r 1 ACRE TRACTS -r I' I ! ! i 1 U N R E C.— "� . ai o, `."" 1 1:1 Z1 City of Renton P/B/PW Department . .eliminary Report to the Hearing Examiner PIELE PRELIMINARY PLAT LUA-02-068, PP, ECF PUBLIC HEARING DATE:AUGUST 6, 2002 Page 2 of 9 B. HEARING EXHIBITS: Exhibit 1: Project file ("yellow file")containing the application, reports, staff comments, and other material pertinent to the review of the project. Exhibit 2: Neighborhood Detail Map (dated 05/30/02) Exhibit 3: Preliminary Plat Plan (dated 07/29/02) Exhibit 4: Sheet 1 of 2: Boundary and Topographic Survey(dated 05/30/02) Exhibit 5: Sheet 2 of 2: Boundary and Topographic Survey(dated 05/30/02) Exhibit 6: Tree Cutting and Clearing Plan (dated 05/30/02) Exhibit 7: Preliminary Grading and Utility Plan (dated 05/30/02) Exhibit 8: Zoning Map: Sheet E6 East(dated 03/15/02) C. GENERAL INFORMATION: 1. Owners of Record: Lester& Brenda Piele Scott Hand Ruth Fifer PO Box 752 5107 NE 5th Place 5219 NE 5th Place Ravensdale,WA 98051 Renton, WA 98059 Renton,WA 98059 2. Zoning Designation: Residential—8 Dwelling Units per Acre (R-8) 3. Comprehensive Plan Residential Single Family(RSF) Land Use Designation: 4. Existing Site Use: Presently developed with several single family homes and associated detached accessory structures. 5. Neighborhood Characteristics: North: Undeveloped; King County zoning East: Single family residential and undeveloped parcels; King County zoning South: Single family residential (existing and new plats); R-8 & R-10 zoning West: Existing Single family residential; R-8 zoning 6. Access: NE 5th Street, Ilwaco Avenue NE and Jericho Avenue NE via NE 4`h Street. 7. Site Area: 4.46 acres (194,214 sf—gross area) 8. Project Data: area Comments Existing Building Area: 2,320 sf Existing residences to remain on Lots 1 & 17 New Building Area: N/A N/A Total Building Area: N/A N/A D. HISTORICAL/BACKGROUND: Action Land Use File No. Ordinance No. Date Annexation N/A 4924 12/05/2001 Comprehensive Plan N/A 4498 02/20/1995 Zoning N/A 4925 12/05/2001 hexrpt.doc City of Renton P/B/PW Department . ,eliminary Report to the Hearing Examiner PIELE PRELIMINARY PLAT LUA-02-068, PP, ECF PUBLIC HEARING DATE:AUGUST 6, 2002 Page 3 of 9 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 Section 4-4-060: Grading, Excavation and Mining Regulations Section 4-4-080: Parking, Loading and Driveway Regulations Section 4-4-130: Tree Cutting and Land Clearing Regulations 3. Chapter 6 Streets and Utility Standards Section 4-6-060: Street Standards 4. Chapter 7 Subdivision Regulations Section 4-7-050: General Outline of Subdivision, Short plat and Lot Line Adjustment Procedures Section 4-7-080: Detailed Procedures for Subdivision 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 4-7-160: Residential Blocks—General Requirements and Minimum Standards Section 4-7-170: Residential Lots—General Requirements and Minimum Standards 5. Chapter 9 Procedures and Review Criteria 6. Chapter 11 Definitions F. APPLICABLE SECTIONS OF THE COMPREHENSIVE PLAN: 1. Land Use Element: Residential Single Family objectives and policies; Residential Streets objectives and policies; Subdivision of Land objectives and policies. 2. Housing Element 3. Environmental Element G. DEPARTMENT ANALYSIS: 1. PROJECT DESCRIPTION/BACKGROUND The applicant has proposed to subdivide a 4.46-acre site into 22 lots intended for detached single family homes. The site is currently developed with several single family residences of which two would remain on new Lots 1 and 17. All other residential structures and associated detached accessory structures (kennels, barns, garages)would be removed. The proposed lots would range from 4,640 square feet to 9,626 square feet in size. The project includes the installation of utilities and the dedication of public rights-of-way. Approximately 53,412 square feet of the total site area is identified as street right-of-way dedication to the City of Renton. These right-of-way dedications, private access easement and wetland would make the net area of the site as 3.18 net acres. The density would then be 6.91 du/acre. A portion of a Class 3 wetland is located near the southern property line of the site. A 25 foot buffer is proposed around the wetland. Within 20 feet of the east property line, another Class 3 wetland is located. The 25 foot buffer of this wetland is affected by this subject development and is proposed to be mitigated to meet code. The applicant has indicated they will provide the required compensation on-site for impacts to the off-site wetland. hexrpt.doc City of Renton P/B/PW Department . .eliminary Report to the Hearing Examiner PIELE PRELIMINARY PLAT LUA-02-068, PP, ECF PUBLIC HEARING DATE:AUGUST 6, 2002 Page 4 of 9 Access would primarily be via NE 4`h Street to Jericho Avenue NE and from NE 5`h Street to Ilwaco Avenue NE. The entire site would require grading; therefore, it is expected that the majority of trees would be removed. 2. ENVIRONMENTAL REVIEW Pursuant to the City of Renton's Environmental Ordinance and SEPA (RCW 43.21C, 1971 as amended), July 2, 2002, the Environmental Review Committee issued a Determination of Non- Significance - Mitigated (DNS-M) for the Piele Preliminary Plat. The DNS-M included thirteen (13) mitigation measures. A 14-day appeal period commenced on July 8, 2002 and ended on July 22, 2002. No appeals of the threshold determination were filed. 3. COMPLIANCE WITH ERC MITIGATION MEASURES Based on an analysis of the probable impacts from the proposal, the Environmental Review Committee issued the following mitigation measures with the Determination of Non-Significance— Mitigated (DNS-M): 1. The applicant shall be required to adhere to the recommendations contained within the Geotechnical Evaluation report prepared by GeoSpectrum Consultants, Inc., dated January 11, 2002, with regard to site preparation, grading, structural fill and foundations. 2. The applicant shall install a silt fence along the downslope perimeter of the area that is to be disturbed. The silt fence shall be in place before clearing and grading is initiated, and shall be constructed in conformance with the specifications presented in the King County Surface Water Design Manual. This will be required during the construction of both off-site and on-site improvements as well as building construction. 3. Shallow drainage swales shall be constructed to intercept surface water flow and route the flow away from the construction area to a stabilized discharge point. Vegetation growth shall be established in the ditch by seeding or placing sod. Depending on site grades, it may be necessary to line the ditch with rock to protect the ditch from erosion and to reduce flow rates. The design and construction of drainage swales shall conform to the specifications presented in the KCSWDM. Temporary pipe systems can also be used to convey stormwater across the site. This will be required during the construction of both off-site and on-site improvements as well as building construction. 4. The project contractor shall perform daily review and maintenance of all erosion and sedimentation control measures at the site during the construction of both off-site and on-site improvements as well as building construction. 5. Weekly reports on the status and condition of the erosion control plan with any recommendations of change or revision to maintenance schedules or installation shall be submitted by the project Engineer of record to the public works inspector for the construction of the civil improvements of the plat. Certification of the installation, maintenance and proper removal of the erosion control facilities shall be required prior to recording of the plat. 6. The applicant shall comply with the recommendations contained within the Wetland Assessment and Delineation Report was prepared by Shaw Environmental Inc., dated May 2002 and approved supplements. 7. The applicant shall provide an acceptable compensation on-site for impacts to the off-site wetland(Wetland B). Acceptable mitigation would include the appropriate buffer requirement and restoration, creation, or combined enhancement to Wetland A to offset any impacts of development to Wetland B. The satisfaction of this requirement is subject to the review and approval of the Development Services Project Manager prior to issuance of construction permits. hexrpt.doc City of Renton P/B/PW Department . ,eliminary Report to the Hearing Examiner PIELE PRELIMINARY PLAT LUA-02-068, PP, ECF PUBLIC HEARING DATE:AUGUST 6, 2002 Page 5 of 9 8. The applicant shall be required to install silt fencing with brightly colored construction flags to indicate the boundaries of the wetland area and buffer prior to the issuance of construction permits. 9. The applicant shall be required to install a split-rail fence or other approved barrier along the entire edge of the wetland buffer to denote the critical area prior to recording of the final plat. 10. The applicant shall be required to design the project according to the 1998 King County Surface Water Manual Level 2 Flow Control. 11. The applicant shall pay the appropriate Fire Mitigation Fee based on a rate of$488.00 per new single family lot with credit given for the existing single family lot prior to the recording of the final plat. 12. The applicant shall pay the appropriate Traffic Mitigation Fee based on $75.00 per each new average daily trip with the project with credit given for the existing single family lot prior to the recording of the final plat. 13. The applicant shall pay the appropriate Parks Mitigation Fee based on $530.76 per new single family lot with credit given for the existing single family lot prior to the recording of the final plat. 4. STAFF REVIEW COMMENTS Representatives from various city departments have reviewed the application materials to identify and address site plan issues from 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. 5. CONSISTENCY WITH PRELIMINARY PLAT CRITERIA: Approval of a plat is based upon several factors. The following preliminary plat criteria have been established to assist decision makers in the review of the subdivision: (a) Compliance with the Comprehensive Plan Designation. The subject site is designated Residential Single Family (RSF) on the Comprehensive Plan Land Use Map. The objective established by the RSF designation is to protect and enhance single family neighborhoods. The proposal is consistent with the RSF designation in that it would provide for the future construction of single family homes and would promote goals of infill development. The proposed plat is consistent with the following RSF policies: Land Use Element Objective LU-J: Protect and enhance the Residential Single Family areas, encourage reinvestment and rehabilitation resulting in quality neighborhoods, improve opportunities for better public transportation, and make more efficient use of urban services and infrastructure. The proposed project meets aspects of this objective by a) representing an investment in under- utilized land, b) providing a greater use of urban services and infrastructure, and c) improving opportunities for better public transportation. Policy LU-35. A minimum lot size of 4,500 square feet should be allowed in single family residential neighborhoods except when flexible development standards are used for project review. All 22 lots exceed the suggested minimum of 4,500 square feet. The smallest lot is 4,640 square feet and the average of all lots is 6,026 square feet. Objective LU-M. Provide more linkages within and between neighborhoods by developing a system of residential streets which serves both vehicles and pedestrians and creates a continuous, efficient, interconnected network of roads and pathways throughout the City without unduly increasing pass through traffic. The proposed plat provides both east-west and north- south public rights-of-way which assist in developing a street grid for connecting to future development. hexrpt.doc City of Renton P/B/PW Department eliminary Report to the Hearing Examiner PIELE PRELIMINARY PLAT LUA-02-068, PP, ECF PUBLIC HEARING DATE:AUGUST 6, 2002 Page 6 of 9 Policy LU-77. Sidewalks or walking paths should be provided along residential streets. Sidewalk or walking path width should be ample to safely and comfortably accommodate pedestrian traffic. Sidewalks are proposed to be provided along all public rights-of-way. Housing Element The proposal should be consistent with the Comprehensive Plan Housing Element. The addition of twenty new single family homes to an under-developed property would increase the City's housing supply, thereby furthering an objective of the City of Renton. Policy H-4, "Encourage infill development as a means to increase capacity," would be addressed by this project. Environmental Element The proposal should be consistent with the Comprehensive Plan Environmental Element. There are sensitive areas on the property that are identified on the City's Critical Areas Maps. These include a portion of one wetland located on site and another wetland is located to the east of and within 20 feet of the subject property. The ERC issued a mitigation measure on the project that the applicant is to provide an acceptable compensation (the appropriate buffer requirement and restoration, creation, or combined enhancement)on-site for impacts to the off-site wetland. The tree inventory plan submitted with the application identifies the removal of 53 trees (maple, cherry, fir and others). All vegetation on the property would be removed as part of plat improvements with the exception of trees, shrubs and lawn located on new lots 1 and 17 where the two single family homes are to remain. (b) Compliance with the Underlying Zoning Designation. The 4.46 -acre site is designated Residential — 8 Dwelling Units per Acre (R-8) on the City of Renton Zoning Map. The proposed development allows for the future construction of up to 22 dwelling units, including the two existing residences to remain, along with associated plat improvements. Density — The allowed density range in the R-8 zone is a minimum of 5.0 to a maximum of 8.0 dwelling units per acre (du/ac)for lots exceeding 0.50-acre in size. Net density is calculated after critical areas (wetland), public rights-of-way and private streets are deducted from the gross acreage of the site. After these deductions of 55,677 square feet from the 194,214 gross square foot site (194,214 gross square feet — 55,677 square feet total deducted area = 138,547 net square feet/3.18 net acres), the proposal would arrive at a net density of 6.91 dwelling units per acre (22 units / 3.18 acres = 6.91 du/ac). The proposed plat complies with the density requirement. Lot Dimensions — Lot widths range from 50 to 118 feet and lot depths are proposed from 75 to 162 feet. The proposed short plat would create 22 lots with the following lot sizes: Lot Size (square feet) Access 1 8,853 NE 51h Place 2 5,456 Ilwaco Ave. NE 3 4,652 Ilwaco Ave. NE 4 4,652 Ilwaco Ave. NE 5 4,640 Ilwaco Ave. NE • 6 9,626 Ilwaco Ave. NE 7 7,370 Ilwaco Ave. NE 8 5,338 Ilwaco Ave. NE 9 5,329 _ Ilwaco Ave. NE 10 5,329 I Ilwaco Ave. NE 11 6,252 Ilwaco Ave. NE 12 8,007 Jericho Ave. NE 13 5,323 Jericho Ave. NE 14 5,324 Jericho Ave. NE 15 5,326 Jericho Ave. NE 16................................................._6,267.................................._1........._._. Jericho Ave. NE hexrpt.doc City of Renton P/B/PW Department eliminary Report to the Hearing Examiner PIELE PRELIMINARY PLAT LUA-02-068, PP, ECF PUBLIC HEARING DATE:AUGUST 6, 2002 Page 7 of 9 17 5,794 NE 5t Place 18 5,809 NE 5t Place 19 5,880 ! Private Easement 20 5.684. .............................. Private Easement 21 5,740 Private Easement 22 5,938.............................................._......._Private Easement Tract A 3,708 . N/A Setbacks—The plat plan includes setback lines for each lot showing potential building envelopes. The proposed envelopes indicate the appropriate building setbacks as required by the R-8 zone, including front and rear yard setbacks of 20 feet, corner side yard setback of 15 feet and interior side yard setbacks of 5 feet. A front yard setback of 15 feet is allowed for the primary structure and 20 feet for attached garages which access from the front yard street for those streets created after September 1, 1995 of which Ilwaco Avenue NE and Jericho Avenue NE and NE 5th Place comply with; therefore Lots 2 through 18 have a front yard facing one of these three streets and are allowed a 15 foot setback for the primary structure. Lots 19 through 22 are shown as having their front yard facing the private street. The side yard setback along Ilwaco Avenue NE would be 15 feet. The proposed setbacks for new Lots 1 and 17 which contain existing single family homes, proposed to remain, appear to comply with the setback requirements for interior lots. The setbacks for each lot would be: 20 feet front on NE 5`h Place; 5 feet side yards on the east and west; and a 20 foot rear yard. Building Standards—The R-8 zone permits one single family residential structure per lot. Each of the proposed lots would support the construction of one detached unit. 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. The R-8 zone permits accessory structures only when associated with a primary structure located on the same parcel. The plat plan shows several accessory structures located throughout the which are proposed to be removed. Staff recommends that a demolition permit be obtained and all outbuildings be removed prior to recording of the final plat as a condition of the plat. (c) Compliance with Subdivision Regulations. Lot Arrangement: Side lot lines are to be at right angles to street lines, and each lot must have access to a public street or road. Access may be by private access easement per the requirements of the Street Improvement Ordinance. The side lot lines of the proposed lots are generally at right angles to street lines. All lots would have direct frontage to public roadways or access via private streets. As proposed, all lots comply with arrangement and access requirements of the Subdivision Regulations. Lots: The size, shape and orientation of lots shall meet the minimum area and width requirements of the applicable zoning classification and shall be appropriate for the type of development and use contemplated. Each of the proposed lots generally satisfies the minimum lot area and dimension requirements of the R-8 zone. The plat plan includes setback lines for each lot showing potential building envelopes. When considering the required setbacks, as well as access points for each lot, the proposed lots appear to have sufficient building area for the development of detached single family homes. Property Corners at Intersections: All lot corners at intersections of dedicated public rights-of- way, except alleys, shall have minimum radius of 15 feet. The proposed subdivision would create Lots 2, 6, 11, 16, 18 and 22 to be located at the intersection of public rights-of-way and would be required to be constructed to meet code. The plat plan submitted indicates these lot corners would have a radius of 25 feet. hexrpt.doc City of Renton P/B/PW Department . .eliminary Report to the Hearing Examiner PIELE PRELIMINARY PLAT LUA-02-068, PP, ECF PUBLIC HEARING DATE:AUGUST 6, 2002 Page 8 of 9 (d) Reasonableness of Proposed Boundaries Access and Street Improvements: Access to the site is proposed via two routes from NE 4th Street; 1) Hoquiam Avenue NE to NE 5th Street and then to Ilwaco Avenue NE; or 2) Jericho Avenue NE to NE 5th Place. To the south of the subject site, Jericho Avenue NE, Ilwaco Avenue NE and NE 5th Street are existing, newer public rights-of-way that terminate at the south property line of the project. Jericho Avenue NE is to continue north with half street improvements of a 35 foot right-of-way and 28 feet of pavement. Ilwaco Avenue NE (south of NE 5th Place) continues north through the plat with a 42 foot right-of-way and 32 feet of pavement with 5 foot sidewalks on both sides. In review of the street system in the area and maintaining a " grid", the following streets are to be dedicated public rights-of-way. Ilwaco Avenue NE (north of NE 5th Place)would require a 35 foot dedicated public right-of-way with 28 feet of paving and a five foot sidewalk. NE 6th Street would require a 35 foot public right-of-way be dedicated to the City (submitted plan shows this area as "Tract A" - should not be a tract). The applicant has submitted a request for street modifications to reduce the right-of-way for both of these aforementioned streets. The request is under review by staff. A 26 foot wide private access easement with 20 feet of pavement is proposed to serve Lots 19 through 22. Staff recommends that the proposed private street provides access to Lots 19 through 22 via one driveway off of Ilwaco Avenue NE. The location of the single family residences' garages for Lots 19 through 22 is to be designed with an adequate turning area to provide direct access to the private street. This requirement is to be noted on the face of the final plat. Staff recommends the establishment of a homeowner's association or maintenance agreement for all common improvements, including utility easements, rights-of-way stormwater facilities and wetland and buffer tracts, as a condition of preliminary plat approval. Topography: The site can be described as relatively flat with slopes of 3% to 5% from south to north. The property is vegetated with 158 trees— including 156 coniferous and 2 deciduous trees ranging in size from 9-inches to 22-inches in caliper. Earthwork activities for the project are estimated at 150 cubic yards of fill. Relationship to Existing Uses:The subject site currently contains existing single family residences of which two are proposed to remain on new Lots 1 and 17. The remaining single family homes and outbuildings will be demolished. The surrounding area includes single family residences developed under the R-8 and R-10 zoning designations and both single family and vacant parcels in unincorporated King County. (e) 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. The Environmental Review Committee has imposed the payment of a Fire Mitigation Fee, with credit given for the two existing residences, in order to mitigate the project's potential impacts to emergency services. Recreation: The proposal does not provide on-site recreation areas for future residents of the proposed plat. There are existing recreational facilities in the area of the subject property and it is anticipated that the proposed development would generate additional users of existing City park and recreational facilities and programs. As required by the Environmental Review Committee, payment of a Parks Mitigation Fee, with credit for two existing residences, will be required prior to the recording of the final plat. Schools: The site is located within the boundaries of the Renton School District. Renton School District No. 403 has not provided a response to date whether or not the increased student enrollment that may result from the development of the proposed project can be accommodated. hexrpt.doc City of Renton P/B/PW Department . .eliminary Report to the Hearing Examiner PIELE PRELIMINARY PLAT LUA-02-068, PP, ECF PUBLIC HEARING DATE:AUGUST 6, 2002 Page 9 of 9 However, it is anticipated that the school district would be able to support the additional students generated by the proposal. Storm water: The applicant has submitted a Preliminary Storm Drainage Calculation report prepared by Core Design with supplemental information from Triad Associates (downstream analysis for Sienna Plat), dated April 30, 2002 with the land use application. The on-site generated runoff will be directed to a combination detention/water quality vault. All drainage discharging from the vault is to be routed to an existing wetland east of the site, which is the natural downstream drainage course for this area. Water and Sanitary Sewer Utilities: Water is not served by the City of Renton. The site is located in the King County Water District 90 service area. A sanitary sewer main extension will be required to be installed by this project to serve the new lots being developed. The conceptual utility plan needs to be modified to include extending the sanitary sewer main to the north property line at Ilwaco Avenue NE and extend the main in NE 5th Place approximately 160 feet west of the most easterly manhole currently shown. H. RECOMMENDATION: Staff recommends approval of the Piele Preliminary Plat, Project File No. LUA-02-068, PP, ECF subject to the following conditions: 1. The proposed private street shall provide access to Lots 19 through 22 via one driveway off of Ilwaco Avenue NE. The location of the single family residences' garages for Lots 19 through 22 shall be designed with an adequate turning area to provide direct access to the private street. This requirement shall be noted on the face of the final plat. 2. The applicant shall obtain a demolition permit and complete all inspections and approvals for demolition of all outbuildings located on the property. The satisfaction of this requirement is subject to the review and approval of the Development Services Project Manager prior to the recording of the final plat. 3. A homeowner's association or maintenance agreement shall be created concurrently with the recording of the final plat in order to establish maintenance responsibilities for all shared improvements. A draft of the document(s), if necessary, 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 recording of the final plat. EXPIRATION PERIODS: Preliminary Plats (PP): Five (5)years from final approval (signature) date. hexrpt.doc N a ., 01 - _- T.'«.� o !+ ey tl 0 9 ilattl ' N.E. •9TH PL. DIl MI � - O _ -8 \ NNF`yrR �M{ IV' air Na \/ fRO111a1 •X ® - - • . SE. - 'INE�" "• • N ® OG:114 of ,_•nmwo= , InI, ST •=S.E.y'IIS SL ,� ..• m 0 6 • tlap 1t4 44. ,E'er Arm= - ° w -i p :- I. 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"�+ I "`•vJ"• " R. 1.r.r1 `m: _ MUM SE i» STREET ,/ °i•ma core • RK 4VA TS RR.n-w __- lanai uNbINGTCN S.dlS mum L.FIFER i / x TWIN STREET TON •,,y,• RE+rat wae.NGroN SWISS I C`A Mq mFO AERT { I , "_• ASO SCUT.CENTCR 0,0,06 Ill SEATTLE,YWMIINGTCN b.. wanu-om Eon.no I o a.. PI LANNER/ENGINEER/SURvETOR it. II .+°s CORK MN.NC. S •� =3 ,e's" i aw-I..r.AVE NE,WITS Rao T L raw..E-T.TT E niii { I I 5' CONTACT.DAw u*Tw N.a ENGINEER IK :�•.. VN J.VANDEiaamEN.•U_E.-SE[•.e.OR g� j I I l"' " LEGAL DESCRIPTION RECORDED APP.E.ROE OVER 11100080 10.110000.DI 00 03010. • y K • - r. I 1 ryor rE4 RT..oa ri0maxo. ww ; 2 '\if _ I ER I (•l )I r ,..r I I �.mow.»o..•.o...w.G�w ..w.n SE I_STH:i UPS ATE CR) ' r � d I I{ V TA .� ins gg i /t \ -- 0)I Y�- _ _ll ,-;�_- •:•• �•'�'_ Y I i I ..� 'd.I 1 yaw..na,ane.x ro w.o..m uo.00mw .�n.m n`T ..../\1 ='l i ' ' l i_•• lM 1. ,„.a.,..Nwm,a.o�vTc+IRE • RECOPOED J` A�,IW LIR6IS� .� sl�E /� �, / .i y ..r.[[,o,[ U 6 �al6 p 11 .13 �" " J; ..: " TREE LEGEND 2 Q 4RI ` KOLA 2 III h 1..... Ob �yESTM•-TREE,• _ .-1...- ___- _ ,reo.�.w� m,.,. ,..,x..,..sn;..r<[ • .afl-mom"' ' `�,_"!'." ' I r l i I I B i WK.T 1 I mp It/. i h , ;< BENCHMARKS: k <1 y HD..,-,•RAT SRA.SURFACE DSc AT THE BASIS OF BEARINGS Y CONSTRICTED NTERBECTICN a NE ATH ST.ISE. NOWNIOS\II BETWEEN HOLD I•IWIpRS. W.,AND MIT.AK.S! NERD AS INC SNTEAST Ca►E!AND D 0 6.HAM lES.IA METERS/ A/ WOW OWEIlR CORNER Cr MEG.-,)-S u S NO.TOT- ,�T RR aAS DI SECTION. ALONE TI{K.Li. H rc pI4 a S ERASE SURFACE DISC N THE `/ LIFE OF SAID SECTIaI LA q INTERSECTION OF SE.USN ST.AND IS,.AK SE. EL.SCTM[1.TDE.ETERw ASCALE: 1" = 40 < T��M SHEET OF DA I Ul I; CITT OF PQ1Tw-maw'IS. Q m _ f S ® PROJECT w..SFR • 02009 • SW 1/4,SE 1/4 SEC.10,TWP.23N.,RGE 5E,W.M. " OWNERS LESTER AND CREN DA PIELE 14300 AND RIOS SE 125T1 STREET REIT.112661INGTCN SSOES �� .i.Rm.eua'1°,`\",....v . /.'° ma ._ __- -__ -._._ 1]25 SE InTw STREET REN__ ` MAR L.CAb11NGtow SSOSD��r .,.... -- MARL.PEER w3]3 x nETw STREET TON.WAREGTON 580E3 "° APPLICANT C.I, �� f2.22b METER 1Y- III SAM SOVTIOSlEM d.b.ROS _ • SEATTE.AIAPIOY'CNSE. T ]OSl]H-On]CM.n0 I �fy. PLANNER/ENGINEER/SURVEYOR J y� a s I� ` / dam• GOLD DESIGN N4 `t' ^' 1 ei A BELLEWETMWAS11E1G CN 9S00, 4Y]�. * usl,A,.,R„ n� g CRtfAGT LDMNEDMEOIBa 1,'�P�I,PE~E�GMEER REVN�.,..NIDER]A~D'PL,,._..,„.roR x€• 9 1• >.•II 'JI{ 50' 16" C /6" --oSO' Z i n+ " .,. : ,..4I °'I�'Q it"..' 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I i r y w }jj ..,c a nz, — N w j' D SE 121st St, , 1 w c RM—I qiL,' .1 s [SE 124th � i _i -'''V`,'- ' ' T [-F 'c-cs -• -<, td1 J rR-�lQ C73 c -) R-5_ ,^ R-5 R I-5I I I IrR�10 - . 1° � ir .. !-- I i: NE 4th t. 1- - I 1 _ i i; i i R , 8 r r -- L. _�1 t ,t , R5 F6 . 15T23NR5EE1/2 Y ? �° `p° E 6 Q ZONING ---- Renton city Limit" 1:400° c� ' P/B/PW TECHNICAL SERVICES 03/15/ 02t�tz.=� 10 T23N R5E E 1/210 ZONING MAP BOOK 1 n.-' " 92 1 i IN 9 '455 ri 3 V-47:141V ARA •-•:-..gt1,7,47r-.7 iMII ir.innr.- -.-. 41 ;-rii.- Mk ::.:..:,.-...::.;. ,,,,- Wki:4) , . 1,=•'../ •-- ,_._......._.• - I -1.41 S 1 iiyillbmislie, :- :::::.:!-.0'21 rii-ot.--:,.17. au 6 . ,...„,.a II! I -A • . � �PA' a aa e; rJ -iJAi y►p 1►R 26 T24N..,r•;V.::,, -- , 4 *4 .:".:;ii:i;5Er..irr&Allpil Illit11111 g ihttii 46,4 " ,) 1 c2 ca.:::„4„.1•11 m..... .1 4,41 milli . W,;=,ii pr41:NIA Eil r''''' 4 k„, • 7 ---.1 , ..„,,,,._,.ig ,,.,Am, . .., .. -'141-1114 II lba T24NR4E, 36 T24N R4E 31 T24N Tx5E' E �.. ,fit ,,�, _ 35 '4N R5E 1111i1 i 5114151kiiiiii:5917M Fillif*I:Vi 94 11ii a it/II)2)111111 4Pl ! :: .l `i'ii Wig Ia/_ wiy i' "11 11 , 4".1.C41111111r.114"......-Emrintn'I'li 7ff, .>m;*'..--, wiCar741-- ,P;14;,41111-4E1",41,1 • -Tit 6 - -11,_ii. kali •=•14.arilti:.-.egititA, \ i 'ti ijilittl," &magi nu i a31►IM)LA/ill e� l 1 i� e. lit II itimil J '��� -MINI:NIA ,;�1�i1.���1 i 32.''41:___rO •! 1 1P � w —44,11 imam 1 .431..,&------c7frip--Niiii-;'&;\ 4 „ = itire‘. '''' t? i. - ..,.......„_ !* tk._,„11, 1 l IRI _11.7A, \p.,y- i"_5&.' k...,,,v4*, 1% 0,4 Tkiiier 11 MIIIIIIErrilairi 179 ofi ----''‘ i 81_ en"a)1:1 ".1 �Z L ha.y5,`-`L" - _✓�� yr. , 22 T23N' : 23 T23N RE e_i_ 71INFILMM:r;d ta57 821 ■ ick4 0 , F 01,041.-„Ili. 4. Elii Iry WU ; ie. 1111 AMA � i � � �►s � '!' ��, : f --w�s.� Cti1►�b1:T' I I �I "441 /511 : 9 ir`mt" fillip I e e 825' R• A r91/4 gt &AT-- -P . „.. ,........1. i * j y��/ 38'I'23N ` f J 4 tims'3N R :r�c'1'���J.� 4E2 35 723N' " ". . IN ►/ ., 6!IAll 60• "%kw , �� • 833 AI ik. I 1 gum ilk L; ill„ or,.- 22N R4EN „ �I F * j V.... : ... i►r ` 11E. _6 T2• J ;•t• 2 T22N R5E BEETEtmdL Earn USE CENTER ! RC I Resource Conservation 1-7 • Center Net hborhood• • may include Overlay Districts. See Appendix Q maps. For additional regulations In Overlay Districts, please see RMC 4-3. nResidential 1 du/ac n Center Suburban' nResidential 5 du/ao n Center Downtown* (P> Publicly owned n Residential 6 du/ec n Center Office Residential Renton City Limits r---1 Residential Manufsotured Homes GOMI ERCAIL w,-,-Adjacent City Limits 03 Residential 10 du/ae n Commercial Arterial* Book Pages Boundary CM Residential 14 du/ac n Commercial Offices KROLL nResidential Multi-Family laidl n Convenience Commercial CM Residential Multi-Family Neighborhood Center JNDUSTRTAI PAGE# !RN-CResidential Multi-Family Suburban Center TT Industrial - Heavy PAGE , seCWnva+sewoe INDEX !RM ul Residential Multi-Family Urban Center' Fri Industrial - Medium n Industrial - Light CORE Core Design,Inc. 4205 148th Avenue N.E.Suite 100 DESIGN Bellevue,Washington 98007 ENGINEERING • PLANNING • SURVEYING 425.885.7877 Fax.425.885.7963 TRANSA/IIIT- TAL TO City of Renton — Development Services DiVi$i0111)ATE 7/29/02 JOB NO. 02009 Renton City Hall., 6th Floor ATTN: Susan Fiala 1055 South Grady Way REF: Piele Parcel Renton, WA 98055 MAIL DELIVER XPICKUP TRANSMITTED FOR: YOUR USE X PER REQUEST INFORMATION ONLY ACTION REQUIRED: PROCESSING X REPLY RETURN NONE QUANTITY DATED DESCRIPTION 12 7/29/02 Piele..P.arcel 1 7/29/02 PMT..Reduction COMMENTS Please call with any questions. CITY OF RENTON RECEIVED JUL 2 9 2002 BUILDING DIVISION at043 -12:1C cke o /es 01 CC: afe . Herm n n July 24, 2002 Neil R. Watts Director, Development Services Division Planning,Building, Public Works City of Renton Renton City Hall, 6th Floor 1055 South Grady Way Renton, Washington 98055 Re: REQUEST FOR REDUCTION OF RIGHT-OF-WAY, Ilwaco Ave. NE To Whom It May Concern: We are requesting a reduction in right-of-way for Ilwaco Ave. NE from 35 feet to 33 feet. The request is for a proposed extension of Ilwaco Ave NE north from NE 5TH Street to proposed NE 6th Street dedication. The proposed change would include 28 feet of paving and 4 feet of curb and sidewalk in the right-of-way with 0.5 feet of sidewalk as easement on the lots. Total sidewalk and curb width would be 5.0 feet. The existing house on proposed lot 17,which is to remain, is only 52 feet from the east property line, requiring a minimum width of 57 feet. Lot 18, as a corner lot requires a minimum width of 60 feet. The reduced width would also allow a more intimate neighborhood feeling until such time that possible future development reaches greater density levels as suggested by the City of Renton's dedication requirements. In addition, the dedication as requested by the City of Renton for this parcel for both Ilwaco Ave. NE and NE 6th Street would absorb 33.91% of the total area. This seems to be an unnecessary burdened for a small parcel. This parcel, as part of the Piele proposed plat is scheduled for public hearing on August 6,2002. We appreciate your attention to this matter in order to proceed with the current schedule. Thank you. Sincerely, C. Thomas Foster July 24, 2002 Neil R. Watts Director, Development Services Division Planning, Building, Public Works City of Renton Renton City Hall, 6th Floor 1055 South Grady Way Renton, Washington 98055 Re: REQUEST FOR REDUCTION OF RIGHT-OF-WAY, NE 6th Street To Whom It May Concern: We are requesting a reduction of right-of-way dedication for the 5200 block of NE 6th Street from 35 feet to 30 feet. The proposed right-of-way extends west to Hoquim Ave. NE and east to Juricho Ave. NE. At the intersection of Hoquim Ave. NE AND proposed NE 6th Street runs between two single family lots, each with a single house. Future development seems unlikely without a condemnation action by the City. The parcel to the east has a house located 37 feet south of the north property line. With current setback requirements of 10 feet, the maximum allowable right-of-way for NE 6th Street, as a portion of this parcel,would be 27 feet. The reduced width dedication would help to remove additional burden on this parcel. The total dedications for right-of-way, as requested by the City of Renton, for this parcel would absorb 33.91% of the total area. This seems to be an unnecessary burden for a small parcel. This parcel, as part of the Piele proposed plat, is scheduled for public hearing on August 6, 2002. We appreciate your attention to this matter in order to proceed with the current schedule. Thank you. Sincerely, C. Thomas Foster 6 7.711 CITY _ F RENTON Planning/Building/PublicWorks Department Gregg Zimmerman P.E.,Administrator Jesse Tanner,Mayor July 24, 2002 Mr. Lafe Hermansen Core Design, Inc. 4205— 148th Ave. NE, Suite 100 Bellevue, WA 98007 SUBJECT: Piele Preliminary Plat Project No. LUA-02-068, PP, ECF Dear Mr. Hermansen: This letter is to inform you that the appeal period has ended for the Environmental Review Committee's (ERC) Determination of Non-Significance - Mitigated for the above-referenced project. No appeals were filed on the ERC determination. The applicant must comply with all ERC Mitigation Measures. A Public Hearing will be held by the Renton Hearing Examiner in the Council Chambers on the seventh floor of City Hall, 1055 South Grady Way, Renton, Washington, on August 6, 2002 at 9:00 AM to consider the proposed Preliminary Plat. The applicant or representative(s)of the applicant is required to be present at the public hearing. A copy of the staff report will be forwarded to you two weeks prior to the hearing date. If you have any questions, please feel free to contact me at (425)430-7382. For the Environmental Review Committee, )/ Susan Fiala Senior Planner cc: L. Piele, B. Piele, R. Fifer, S. Hand/Owners T. Foster/Applicant Mr. & Mrs. M. Moore, Mr. R. Levy/Parties of Record Enclosure FINAL R E N T O N 1055 South Grady Way-Renton,Washington 98055 AHEAD OF THE CURVE This paper contains 50%recycled material,30%post consumer No-naz ENVIRONMENTAL DETERMINATION POSTED TO NOTIFY INTERESTED PERSONS OF AN ENVIRONMENTAL ACTION PIELE PRELIMINARY PLAT LUA-02-068,ECF,PP The applicant is requesting Environmental(SEPA)Review and Preliminary Plat approval for a 22 lot subdivision of a 4.46 acre site located within the Residential-8(R-8)zoning designation.The proposed lots are intended for the eventual development of detached single family homes.Two existing residences are proposed to remain on new lots 1 and 17.Access is proposed via the extensions of public right-of- ways of NE 5a Street,Ilwaco Avenue NE end Jericho Avenue NE and a private road. Location:5107, 5212,5213,5219 NE 5"'Place. 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 July 22,2002. Appeals must be filed In writing together with the required 575.00 application fee with:Hearing Examiner,City of Renton, 1055 South Grady Way,Renton,WA 98055. 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,(425)430-6510. A Public Hearing will be held by the Renton Hearing Examiner In the Council Chambers on the seventh floor of City Hall,1055 South Grady Way,Renton,Washington,an August 6,2002 at 9:00 AM to consider the proposed Preliminary Plat. If the Environmental Determination Is appealed,the appeal will be heard as part of this public hearing. .m ;"'g eJffe'eeieetty 5; sw;?��no1�.P._ : 'raeey• Li`lta.1)SAI,.d4,i 1 l voi 7,1��,,, a 1 saa'155%-igj. 111 P L.� jf •ttrillIMirM �I i�.�� YlI tireirspe, rm.". • .:::.pip-4 43NEMIll • y r , . , }1gin 1 eEe ni motrg g. F11� 7 x+w ewa.nu ;liPl1 manTsi+�! a 112 n-y�y S i•-1=1"7"'.'7447——, ''F.)•.0:'41..,-,1;4',,.‘•„:W„,...N.,Mg NUM Ni-!tab R_,, 6ei _- _. 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. CERTIFICATION • I, ecl<Nive,I, ,hereby certify that 5 copies of the above document were posted by me in 3 conspicuous C laces on or nearby the described property on 4, j t . Signed: affi 0m c,t ATTEST: Subscribed and sworn before me,a Notary Public,in and for e t to f Washin ton residing i6cj- -9-►' ,on the ) S '-f-`' day of 00 .?��MCHEFF • ; �° PUBLIC MARILYN KAMcI"IEFF MY •APPOINTMENT EXPIRES:6-29-03 ': ;; MTh OF WASHINGTON `` .;;O.)MISSION EXPIRES • .&NE 29, 2003 CITY OF RENTON CURRENT PLANNING DIVISION AFFIDAVIT OF SERVICE BY MAILING On the day of , 2002, I deposited in the mails of the United States, a sealed envelope containing wt/nA,ha) documents. This information was sent to: Name Representing a 1--kr am. J. Li3-E.. (Signature of Sender) STATE OF WASHINGTON SS COUNTY OF KING I certify that I know or have satisfactory evidence that acive.e. signed this instrument and acknowledged it to be his/her/their free and voluntary act for the uses and purposes mentioned in the instrument. Dated: I lI I 13/./U2 i N 'l�?yYt (/La — - — — — Notary Public and for the State of Wash�ton MARILYN KAMCHEFF NOTARY PUBLIC Notary(Print) MARLYN KAMCHFFF STATE OF WASHINGTON My appointment pi NTMFNT EXPIRES:6-29-03 COMMISSION EXPIRES .It 1NF 29.20Q0 Proj&uri4zmme: — i14. 1-/ ItI e [JrLi . Pia Number: _ L-U n oz-o�� txF, PP NOTARY.DOC AGENCY(DOE)LETTER MAILING (ERC DETERMINATIONS) Dept. of Ecology Larry Fisher Mr. Rod Malcom, Fisheries Environmental Review Section WA Dpt. Of Fish &Wildlife Muckleshoot Indian Tribe PO Box 47703 C/o Dept. of Ecology 39015— 172nd Avenue SE Olympia, WA 98504-7703 3190— 160th Ave. SE Auburn, WA 98092 Bellevue, WA 98008 WSDOT Northwest Region Duwamish Tribal Office Mr. David Dietzman King Area Dev. Serv., MS-240 14235 Ambaum Blvd. SW—Front A Dept. of Natural Resources PO Box 330310 Burien,WA 98166 PO Box 47015 Seattle,WA 98133-9710 Olympia, WA 98504-7015 US Army Corp. of Engineers Ms. Shirley Marroquin Eric Swennson Seattle District Office Environmental Planning Supervisor Seattle Public Utilities PO Box C-3755 KC Wastewater Treatment Division 710—2nd Avenue, 10th Floor Seattle,WA 98124 201 South Jackson St, MS KSC-NR-050 Seattle, WA 98104 Attn: SEPA Reviewer Seattle,WA 98104-3855 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 72nd Place 220 Fourth Avenue South Newcastle,WA 98059 Kent,WA 98032-5895 Gary Kriedt Joe Jainga Metro Environmental Planning PSE—Municipal Land Planner KSC-TR-0431 PO Box 90868 201 South Jackson Street Ms: XRD-01W Seattle,WA 98104 Bellevue,WA 98009-0868 Last printed 11/19/01 11:34 AM 11.0 n icE ENVIRONMENTAL DETERMINATION POSTED TO NOTIFY INTERESTED PERSONS OF AN ENVIRONMENTAL ACTION PIELE PRELIMINARY PLAT LUA-02-068,ECF,P P The applicant is requesting Environmental (SEPA) Review and Preliminary Plat approval for a 22 lot subdivision of a 4.46 acre site located within the Residential-8 (R-8)zoning designation.The proposed lots are intended for the eventual development of detached single family homes.Two existing residences are proposed to remain on new lots 1 and 17. Access is proposed via the extensions of public right-of- ways of NE 5th Street, Ilwaco Avenue NE and Jericho Avenue NE and a private road. Location: 5107, 5212,5213,5219 NE 5th Place. 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 July 22,2002. 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 98055. 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,(425)430-6510. A Public Hearing will be held by the Renton Hearing Examiner in the Council Chambers on the seventh floor of City Hall, 1055 South Grady Way, Renton, Washington, on August 6, 2002 at 9:00 AM to consider the proposed Preliminary Plat. If the Environmental Determination is appealed, the appeal will be heard as part of this public hearing. .4-, rrt-[a . _ ., ai'e.mamRRRi¢ 1.1 v'F ri 3tit44i1 t. ,a..-4 MOIRE tit, : iRKW. *o4 oit iar irlii0 .112 'oiNetti , FILIVII . o4a =o4 n W'11111111-__—.j1111.117 nribiiiiIIIIIIFI #61 %a, a ��ri��i �it� e eeeec _ „IAA.", A y , gL+Q' d� Z� „ 11110113' le hi Wail_ ka-raretilL "AL , e WI'arEMEI 21" MIMI EN 1 -- .,! ... re ten t!s ram* p Neighborhood Detail Map ten - 3 . • Piele Parcel A y ■ r Renion, Wa+hinglon MN I:tM+�11i>SlR a. . p�OPRR _MO 1111 _ i (7K- :, ,•varg ' N!fl / Q' 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. NOTICE OF ENVIRONMENTAL DETERMINATION ENVIRONMENTAL REVIEW COMMITTEE RENTON,WASHINGTON The Environmental Review Committee has issued a Determination of Non-Significance-Mitigated for the following project under the authority of the Renton Municipal Code. PIELE PRELIMINARY PLAT LUA-02-068,ECF,PP Preliminary Plat approval for a 22 lot subdivision in the R-8 zone. Location: 5107, 5212, 5213, 5219 NE 5th Place. Appeals of the environmental determination must be filed in writing on or before 5:00 PM July 22, 2002. 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 98055. 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, (425) 430-6510. A Public Hearing will be held by the Renton Hearing Examiner in the Council Chambers, City Hall, on August 6, 2002 at 9:00 AM to consider the Preliminary Plat. If the Environmental Determination is appealed, the appeal will be heard as part of this public hearing. Interested parties are invited to attend the public hearing. Publication Date: July 8, 2002 Account No. 51067 dnsmpub.dot CITY RENTON • Planning/Building/PublicWorks Department Y Jesse Tanner,Mayor Gregg Zimmerman P.E.,Administrator July 3, 2002 Washington State Department of Ecology Environmental Review Section PO Box 47703 Olympia, WA 98504-7703 Subject: Environmental Determinations Transmitted herewith is a copy of the Environmental Determination for the following project reviewed by the Environmental Review Committee (ERC) on July 2, 2002: DETERMINATION OF NON-SIGNIFICANCE-MITIGATED PIELE PRELIMINARY PLAT LUA-02-068,ECF,PP The applicant is requesting Environmental (SEPA) Review and Preliminary Plat approval for a 22 lot subdivision of a 4.46 acre site located within the Residential -8 (R-8) zoning designation. The proposed lots are intended for the eventual development of detached single family homes. Two existing residences are proposed to remain on new lots 1 and 17. Access is proposed via the extensions of public right-of-ways of NE 5th Street, Ilwaco Avenue NE and Jericho Avenue NE and a private road. Location: 5107, 5212, 5213, 5219 NE 5th Place. Appeals of the environmental determination must be filed in writing on or before 5:00 PM July 22, 2002. 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 98055. 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, (425) 430-6510. If you have questions, please call me at (425) 430-7382. For the Environmental Review Committee, Susan Fiala Senior Planner cc: King County Wastewater Treatment Division Larry Fisher, Department of Fisheries David F. Dietzman, Department of Natural Resources WSDOT, Northwest Region Duwamish Tribal Office Rod Malcom, Fisheries, Muckleshoot Indian Tribe (Ordinance) US Army Corp. of Engineers Enclosure Agency Letter\ R E N T O N 1055 South Grad Way-Renton,Washington 98055 AHEAD OF THE CURVE _ This paper contains 50%recycled material,30%post consumer CITY OF RENTON DETERMINATION OF NON-SIGNIFICANCE (MITIGATED) MITIGATION MEASURES APPLICATION NO(S): LUA-02-068, PP, ECF APPLICANT: Thomas Foster PROJECT NAME: Piele Preliminary Plat DESCRIPTION OF PROPOSAL: The applicant is requesting Environmental (SEPA) Review and Preliminary Plat approval for a 22 lot subdivision of a 4.46 acre site located within the Residential - 8 (R-8) zoning designation. The proposed lots are intended for the eventual development of detached single family homes. Two existing residences are propo�s�ed to remain on new lots 1 and 17. Access is proposed via the extensions of public right-of-ways of NE 5 Street, Ilwaco Avenue NE and Jericho Avenue NE and a private road. LOCATION OF PROPOSAL: 5107, 5212, 5213, 5219 NE 5`h Place MITIGATION MEASURES: 1. The applicant shall be required to adhere to the recommendations contained within the Geotechnical Evaluation report prepared by GeoSpectrum Consultants, Inc., dated January 11, 2002, with regard to site preparation, grading, structural fill and foundations. 2. The applicant shall install a silt fence along the downslope perimeter of the area that is to be disturbed. The silt fence shall be in place before clearing and grading is initiated, and shall be constructed in conformance with the specifications presented in the King County Surface Water Design Manual. This will be required during the construction of both off-site and on-site improvements as well as building construction. 3. Shallow drainage swages shall be constructed to intercept surface water flow and route the flow away from the construction area to a stabilized discharge point. Vegetation growth shall be established in the ditch by seeding or placing sod. Depending on site grades, it may be necessary to line the ditch with rock to protect the ditch from erosion and to reduce flow rates. The design and construction of drainage swales shall conform to the specifications presented in the KCSWDM. Temporary pipe systems can also be used to convey stormwater across the site. This will be required during the construction of both off-site and on-site improvements as well as building construction. 4. The project contractor shall perform daily review and maintenance of all erosion and sedimentation control measures at the site during the construction of both off-site and on-site improvements as well as building construction. 5. Weekly reports on the status and condition of the erosion control plan with any recommendations of change or revision to maintenance schedules or installation shall be submitted by the project Engineer of record to the public works inspector for the construction of the civil improvements of the plat. Certification of the installation, maintenance and proper removal of the erosion control facilities shall be required prior to recording of the plat. 6. The applicant shall comply with the recommendations contained within the Wetland Assessment and Delineation Report was prepared by Shaw Environmental Inc., dated May 2002 and approved supplements. 7. The applicant shall provide an acceptable compensation on-site for impacts to the off-site wetland (Wetland B). Acceptable mitigation would include the appropriate buffer requirement and restoration, creation, or combined enhancement to Wetland A to offset any impacts of development to Wetland B.The satisfaction of this requirement is subject to the review and approval of the Development Services Project Manager prior to issuance of construction permits. mitigation measures • Piele Preliminary Plat LUA-02-068,ECF,PP Mitigation Measures (continued) Page 2 of 2 8. The applicant shall be required to install silt fencing with brightly colored construction flags to indicate the boundaries of the wetland area and buffer prior to the issuance of construction permits. 9. The applicant shall be required to install a split-rail fence or other approved barrier along the entire edge of the wetland buffer to denote the critical area prior to recording of the final plat. 10. The applicant shall be required to design the project according to the 1998 King County Surface Water Manual Level 2 Flow Control. 11. The applicant shall pay the appropriate Fire Mitigation Fee based on a rate of $488.00 per new single family lot with credit given for the existing single family lot prior to the recording of the final plat. 12. The applicant shall pay the appropriate Traffic Mitigation Fee based on $75.00 per each new average daily trip with the project with credit given for the existing single family lot prior to the recording of the final plat. 13. The applicant shall pay the appropriate Parks Mitigation Fee based on $530.76 per new single family lot with credit given for the existing single family lot prior to the recording of the final plat. mitigation measures CITY OF RENTON DETERMINATION OF NON-SIGNIFICANCE (MITIGATED) ADVISORY NOTES APPLICATION NO(S): LUA-02-068, PP, ECF APPLICANT: Thomas Foster PROJECT NAME: Piele Preliminary Plat DESCRIPTION OF PROPOSAL: The applicant is requesting Environmental (SEPA) Review and Preliminary Plat approval for a 22 lot subdivision of a 4.46 acre site located within the Residential - 8 (R-8) zoning designation. The proposed lots are intended for the eventual development of detached single family homes. Two existing residences are propo�sed to remain on new lots 1 and 17. Access is proposed via the extensions of public right-of-ways of NE 5 Street, Ilwaco Avenue NE and Jericho Avenue NE and a private road. LOCATION OF PROPOSAL: 5107, 5212, 5213, 5219 NE 5th Place Advisory Notes to Applicant: The following notes are supplemental information provided in conjunction with the environmental determination. Because these notes are provided as information only, they are not subject to the appeal process for environmental determinations. Planning 1. The site is designated Residential Single Family in the Comprehensive Plan. 2. The property is zoned Residential 8 (R-8) dwelling units per acre (du/a). 3. Densities allowed in the R-8 Zone are 5.0 dwelling units per net acre (du/a) minimum and 8.0 du/a maximum. 4. Minimum lot size in the R-8 Zone is 4500 square feet, with minimum width of 50 feet. The minimum permitted lot depth is 65 feet. 5. Heights of buildings in the R-8 Zone are limited to 2 stories, or 30 feet. 6. Required setbacks in the R-8 Zone are a 20-foot front yard, a 20-foot rear yard, and 5-foot interior side as measured from the property line to the nearest point of the structure. The front yard setback is 15 feet for public streets created after 1995. Setback dimensions should be shown on the construction drawings, but must be removed prior to recording the final short plat. 7. The maximum building coverage in the R-8 Zone is 35 percent for lots over 5,000 square feet and 50 percent, or 2500 square feet, for lots 5,000 square feet or less. 8. 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. 9. Asbestos abatement may be necessary prior to the removal of the structures present on the site. Certification from Puget Sound Air Quality Authority may be required prior to the issuance of demolition permits for the project. Piele Preliminary Plat LUA-02-068,PP,ECF Advisory Notes (continued) Page 2 of 4 Fire 1. The minimum fire flow required is 1,000 gpm for dwellings up to 3,600 square feet in area. One fire hydrant is required within 300-feet of the structures. For dwellings over 3,600 square feet, the minimum fire flow is 1,500 gpm and a minimum of two (2)fire hydrants within 300-feet is required. 2. A minimum of two approved access roads are required. Private streets shall be marked as required for fire lanes. Plan Review—Storm Drainage 1. A Drainage Report and a conceptual drainage plan have been submitted. The storm drainage report states that it is based on the required Level 2 Flow Control in the 1998 Manual. 2. The Surface Water System Development Charges of $525 per each new lot applies to the proposed project. The Development Charges are collected as part of the construction permit. Plan Review—Water This site is not served by the City of Renton. The site is located in the King County Water District 90 service area. A Certificate of Water Availability from Water District 90 will be required. Plan Review—Sanitary Sewer 1. A sanitary sewer main extension will be required to be installed by this project to serve the new lots being developed. The conceptual utility plan needs to be modified to include extending the sanitary sewer main to the north property line at Ilwaco PI. (as named on the submittal) and extend the main in NE 5` Place approximately 160 feet west of the most easterly MH currently shown. 2. Dual sidesewers are not allowed. 3. This parcel is located in the East Renton Special Assessment District, SAD 0002. This fee is $224.52 plus interest per unit. These fees shall be paid at the time a construction permit is issued. 4. System Development Charges (SDC) are $760 per unit. These fees are collected at the time a construction permit is issued. Plan Review—Street Improvements 1. Additional 35' of right-of-way shall be dedicated at the north end of the proposal for NE 6th Street. 2. The project site shall be improved with curb, gutter, sidewalks, paying and street name signs. The project shall be required to install half street improvements on NE 5' Place with 35' of right-of-way on the east and west sides, 28' of paving and 5'sidewalks; 42' of right-of-way with 32' paving along lots 17 and 18. 3. NE 5th St needs to dedicate 15' of right-of-way and widen the pavement so that there is a total 32' pavement section. The project needs to install 5' sidewalks on NE 5th St. 4. Ilwaco (on the north side of NE 5th PI) needs to be 35' dedicated public right-of-way, 28' paving and a 5' sidewalk. 5. Ilwaco (south side of NE 5th PI) and Jericho will both have 32' pavement section and 5' sidewalks. The applicant may submit a request in writing for a reduction in the required right-of-way to 42 feet. advisory notes Piele Preliminary Plat LUA-02-068,PP,ECF Advisory Notes (continued) Page 3 of 4 6. Projects that are 5-20 residential lots in size are required to install street lights per City of Renton plans and specifications. 7. All new electrical, phone and cable services and lines must be undergrounded. The construction of these franchise utilities must be inspected and approved by a City of Renton public works inspector prior to recording the plat. 8. The Traffic Mitigation Fee of $12,919.50 shall be paid prior to the recording of the plat. Plan Review—General 1. All required utility, drainage and street improvements will require separate plan submittals prepared according to City of Renton drafting standards by a licensed Civil Engineer. 2. All plans shall be tied down to a minimum of two horizontal and vertical control in the current City of Renton Control Network. 3. Permit application must include an itemized cost estimate for these improvements. The fee for review and inspection of these improvement is 5% of the first $100,000 of the estimated construction costs; 4% of anything over$100,000 but less than $200,000, and 3% of anything over$200,000. Half of the fee must be paid upon application for building and construction permits, and the remainder when the permits are issued. There will be additional fees for water meters and service related expenses. See Drafting Standards. Property Services 1. The legal descriptions appear to be satisfactory as presented, however it should be noted that the easements described therein are not, in fact, "Parcels". Said legal descriptions as noted in the First American Title Insurance Company Order No. 1827 - submittal, dated May 1, 2002, list the subject parcels without the duplication of parcel names ("A" and "B"), that is currently shown on the preliminary plat drawing. Said duplication (and/or no parcel name at all) adds an element of confusion to said legal description block. 2. The "Vicinity Map" and "Neighborhood Detail Map" note the county-designated street names instead of the city-designated street names. Revise as needed. Information needed for final plat approval includes the following: 3. Note the City of Renton land use action number and land record number, LUA-XX-XXX-FP and LND-10-0399, on the drawing, preferably in the upper right-hand corner. The type size used for the land record number should be smaller than that used for the land use action number. Please note that the land use action number for the final plat will be different from the preliminary plat and is unknown as of this date. 4. Show ties to the City of Renton Survey Control Network. 5. The geometry will be checked when the ties have been provided. 6. Provide plat and lot closure calculations. 7. Complete City of Renton Monuments Cards, with reference points of all new right-of-way monuments set as part of the plat. 8. Required City of Renton signatures, for plat approval, include the Administrator of Planning/Building/Public Works, the Mayor and the City Clerk. An approval block for the city's advisory notes • •Piele Preliminary Plat LUA-02-068,PP,ECF Advisory Notes (continued) Page 4 of 4 Finance Director is also required. The appropriate King County approvals need to be noted on the drawing also. 9. All owners of the underlying subject properties need to sign the final plat document. Include notary blocks as needed. 10. Include a dedication/certification block on the drawing. 11. Include a statement of equipment and procedures used, per WAC 332-130-100. 12. Indicate what has been, or is to be, set at the corners of the proposed lots. 13. Note the date the existing monuments were visited, per WAC 332-130-150, and what was found. 14. Remove the building setback lines. Setbacks will be determined at time of issuance of building permits. 15. Note all easements, agreements and restrictive covenants of record on the drawing. 16. Note discrepancies between bearings and distances of record and those measured or calculated, if any. 17. The city will provide addresses for the proposed lots after preliminary plat approval. The addresses will need to be noted on the plat drawing. 18. Note whether the adjoining properties are platted (give plat name and lot number) or unplatted. 19. On the final plat submittal, remove all references to trees, utility facilities, topog lines and other items not directly impacting the subdivision. These items are provided only for preliminary plat approval. 20. Note that if there are restrictive covenants, easements or agreements to others as part of this subdivision, they can be recorded concurrently with the plat. The plat drawing and the associated document(s) are to be given to the Project Manager as a package. The plat shall have the first recording number. The recording number(s) for the associated document(s) should be cross- referenced on the plat drawings in the appropriate location(s). 21. An updated Plat Certificate will be required (dated within 45 days of Council action on approval of the plat). 22. The new 26' access easement is shown for the benefit of future owners of proposed Lots 19 through 22. However, since the new lots created via this plat are under common ownership at the time of recording, there can be no easement until such time as ownership of the lots is conveyed to others, together with and/or subject to specific easement rights. 23. Add the following Declaration of Covenant language on the face of the subject drawing, if the previous paragraph applies: DECLARATION OF COVENANT: The owners of the land embraced within this plat, in return for the benefit to accrue from this subdivision, by signing hereon covenants and agree to convey the beneficial interest in the new easements shown on this plat to any and all future purchasers of the lots, or of any subdivisions thereof. This covenant shall run with the land as shown on this plat advisory notes CITY OF RENTON DETERMINATION OF NON-SIGNIFICANCE (MITIGATED) APPLICATION NO(S): LUA-02-068, PP, ECF APPLICANT: Thomas Foster PROJECT NAME: Piele Preliminary Plat DESCRIPTION OF PROPOSAL: The applicant is requesting Environmental (SEPA) Review and Preliminary Plat approval for a 22 lot subdivision of a 4.46 acre site located within the Residential - 8 (R- 8) zoning designation. The proposed lots are intended for the eventual development of detached single family homes. Two existing residences are propo§,ed to remain on new lots 1 and 17. Access is proposed via the extensions of public right-of-ways of NE 5 a#ae, llwaco Avenue NE and Jericho Avenue NE and a private road. LOCATION OF PROPOSAL: 5107, 5212, 5213, 5219 NE 5th Place LEAD AGENCY: 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 July 22, 2002. 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 98055. 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, (425) 430-6510. PUBLICATION DATE: July 8, 2002 DATE OF DECISION: July 2, 2002 SIGNATURES: V--% arn 407 6,r?c�r1 Z rwtrcrtv<<r ' )cI 2 I 2(.0Z Gregg Zimmerman, Administrator DATE Department of Planning/Building/Public Works Shep(\), A.L..-427c--j‘eJ( , Administrator DATE Community Services A"If jeeee‘er, Chief DATE Renn Fire Department dnsmsignature ""' CITY .F KENTON ` task ` ""> _ Planning/Building/Publieworks Department Jesse Tanner,Mayor Gregg Zimmerman P.E.,Administrator July 3, 2002 Mr. Lafe Hermansen Core Design, Inc. 4205— 148th Ave. NE, Suite 100 Bellevue, WA 98007 SUBJECT: Piele Preliminary Plat Project No. LUA-02-068, PP, ECF Dear Mr. Hermansen: This letter is written on behalf of the Environmental Review Committee (ERC) and is to advise you that they have completed their review of the subject project. The ERC issued a threshold Determination of Non-Significance-Mitigated with Mitigation Measures. Please refer to the enclosed Mitigation Measures document. Appeals of the environmental determination must be filed in writing on or before 5:00 PM July 22, 2002. 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 98055. 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, (425) 430-6510. A Public Hearing will be held by the Renton Hearing Examiner in the Council Chambers on the seventh floor of City Hall, 1055 South Grady Way, Renton, Washington, on August 6, 2002 at 9:00 AM to consider the proposed Preliminary Plat. The applicant or representative(s) of the applicant is required to be present at the public hearing. A copy of the staff report will be mailed to you one week before the hearing. If the Environmental Determination is appealed, the appeal will be heard as part of this public hearing. The preceding information will assist you in planning for implementation of your project and enable you to exercise your appeal rights more fully, if you choose to do so. If you have any questions or desire clarification of the above, please call me at (425)430-7382. For the Environmental Review Committee, Susan Fiala Senior Planner cc: L. Piele, B. Piele, R. Fifer, S. Hand/Owners T. Foster/Applicant Mr. & Mrs. M. Moore, Mr. R. Levy/Parties of Record Enclosure dnsmletter R E N T O N 1055 South Grad Way-Renton,Washington 98055 AHEAD O F THE CURVE C.il This paper contains 50%recycled material,30%post consumer CITY OF RENTON DETERMINATION OF NON-SIGNIFICANCE (MITIGATED) MITIGATION MEASURES APPLICATION NO(S): LUA-02-068, PP, ECF APPLICANT: Thomas Foster PROJECT NAME: Piele Preliminary Plat DESCRIPTION OF PROPOSAL: The applicant is requesting Environmental (SEPA) Review and Preliminary Plat approval for a 22 lot subdivision of a 4.46 acre site located within the Residential - 8 (R-8) zoning designation. The proposed lots are intended for the eventual development of detached single family homes. Two existing residences are propots�ed to remain on new lots 1 and 17. Access is proposed via the extensions of public right-of-ways of NE 5 Street, Ilwaco Avenue NE and Jericho Avenue NE and a private road. LOCATION OF PROPOSAL: 5107, 5212, 5213, 5219 NE 5th Place MITIGATION MEASURES: 1. The applicant shall be required to adhere to the recommendations contained within the Geotechnical Evaluation report prepared by GeoSpectrum Consultants, Inc., dated January 11, 2002, with regard to site preparation, grading, structural fill and foundations. 2. The applicant shall install a silt fence along the downslope perimeter of the area that is to be disturbed. The silt fence shall be in place before clearing and grading is initiated, and shall be constructed in conformance with the specifications presented in the King County Surface Water Design Manual. This will be required during the construction of both off-site and on-site improvements as well as building construction. 3. Shallow drainage swales shall be constructed to intercept surface water flow and route the flow away from the construction area to a stabilized discharge point. Vegetation growth shall be established in the ditch by seeding or placing sod. Depending on site grades, it may be necessary to line the ditch with rock to protect the ditch from erosion and to reduce flow rates. The design and construction of drainage swales shall conform to the specifications presented in the KCSWDM. Temporary pipe systems can also be used to convey stormwater across the site. This will be required during the construction of both off-site and on-site improvements as well as building construction. 4. The project contractor shall perform daily review and maintenance of all erosion and sedimentation control measures at the site during the construction of both off-site and on-site improvements as well as building construction. 5. Weekly reports on the status and condition of the erosion control plan with any recommendations of change or revision to maintenance schedules or installation shall be submitted by the project Engineer of record to the public works inspector for the construction of the civil improvements of the plat. Certification of the installation, maintenance and proper removal of the erosion control facilities shall be required prior to recording of the plat. 6. The applicant shall comply with the recommendations contained within the Wetland Assessment and Delineation Report was prepared by Shaw Environmental Inc., dated May 2002 and approved supplements. 7. The applicant shall provide an acceptable compensation on-site for impacts to the off-site wetland (Wetland B). Acceptable mitigation would include the appropriate buffer requirement and restoration, creation, or combined enhancement to Wetland A to offset any impacts of development to Wetland B. The satisfaction of this requirement is subject to the review and approval of the Development Services Project Manager prior to issuance of construction permits. mitigation measures Piele Preliminary Plat LUA-02-068,ECF,PP Mitigation Measures (continued) Page 2 of 2 8. The applicant shall be required to install silt fencing with brightly colored construction flags to indicate the boundaries of the wetland area and buffer prior to the issuance of construction permits. 9. The applicant shall be required to install a split-rail fence or other approved barrier along the entire edge of the wetland buffer to denote the critical area prior to recording of the final plat. 10. The applicant shall be required to design the project according to the 1998 King County Surface Water Manual Level 2 Flow Control. 11. The applicant shall pay the appropriate Fire Mitigation Fee based on a rate of $488.00 per new single family lot with credit given for the existing single family lot prior to the recording of the final plat. 12. The applicant shall pay the appropriate Traffic Mitigation Fee based on $75.00 per each new average daily trip with the project with credit given for the existing single family lot prior to the recording of the final plat. 13. The applicant shall pay the appropriate Parks Mitigation Fee based on $530.76 per new single family lot with credit given for the existing single family lot prior to the recording of the final plat. mitigation measures CITY OF RENTON DETERMINATION OF NON-SIGNIFICANCE (MITIGATED) ADVISORY NOTES APPLICATION NO(S): LUA-02-068, PP, ECF APPLICANT: Thomas Foster PROJECT NAME: Piele Preliminary Plat DESCRIPTION OF PROPOSAL: The applicant is requesting Environmental (SEPA) Review and Preliminary Plat approval for a 22 lot subdivision of a 4.46 acre site located within the Residential - 8 (R-8) zoning designation. The proposed lots are intended for the eventual development of detached single family homes. Two existing residences are propo�s�ed to remain on new lots 1 and 17. Access is proposed via the extensions of public right-of-ways of NE 5 Street, Ilwaco Avenue NE and Jericho Avenue NE and a private road. LOCATION OF PROPOSAL: 5107, 5212, 5213, 5219 NE 5'h Place Advisory Notes to Applicant: The following notes are supplemental information provided in conjunction with the environmental determination. Because these notes are provided as informafion only, they are not subject to the appeal process for environmental determinations. Planning 1. The site is designated Residential Single Family in the Comprehensive Plan. 2. The property is zoned Residential 8 (R-8) dwelling units per acre (du/a). 3. Densities allowed in the R-8 Zone are 5.0 dwelling units per net acre (du/a) minimum and 8.0 du/a maxim urn. 4. Minimum lot size in the R-8 Zone is 4500 square feet, with minimum width of 50 feet. The minimum permitted lot depth is 65 feet. 5. Heights of buildings in the R-8 Zone are limited to 2 stories, or 30 feet. 6. Required setbacks in the R-8 Zone are a 20-foot front yard, a 20-foot rear yard, and 5-foot interior side as measured from the property line to the nearest point of the structure. The front yard setback is 15 feet for public streets created after 1995. Setback dimensions should be shown on the construction drawings, but must be removed prior to recording the final short plat. 7. The maximum building coverage in the R-8 Zone is 35 percent for lots over 5,000 square feet and 50 percent, or 2500 square feet, for lots 5,000 square feet or less. 8. 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. 9. Asbestos abatement may be necessary prior to the removal of the structures present on the site. Certification from Puget Sound Air Quality Authority may be required prior to the issuance of demolition permits for the project. Piele Preliminary Plat LUA-02-068,PP,ECF Advisory Notes (continued) Page 2 of 4 Fire 1. The minimum fire flow required is 1,000 gpm for dwellings up to 3,600 square feet in area. One fire hydrant is required within 300-feet of the structures. For dwellings over 3,600 square feet, the minimum fire flow is 1,500 gpm and a minimum of two (2) fire hydrants within 300-feet is required. 2. A minimum of two approved access roads are required. Private streets shall be marked as required for fire lanes. Plan Review—Storm Drainage 1. A Drainage Report and a conceptual drainage plan have been submitted. The storm drainage report states that it is based on the required Level 2 Flow Control in the 1998 Manual. 2. The Surface Water System Development Charges of $525 per each new lot applies to the proposed project. The Development Charges are collected as part of the construction permit. Plan Review—Water This site is not served by the City of Renton. The site is located in the King County Water District 90 service area. A Certificate of Water Availability from Water District 90 will be required. Plan Review—Sanitary Sewer 1. A sanitary sewer main extension will be required to be installed by this project to serve the new lots being developed. The conceptual utility plan needs to be modified to include extending the sanitary sewer.main to the north property line at Ilwaco Pl. (as named on the submittal) and extend the main in NE 5t Place approximately 160 feet west of the most easterly MH currently shown. 2. Dual sidesewers are not allowed. 3. This parcel is located in the East Renton Special Assessment District, SAD 0002. This fee is $224.52 plus interest per unit. These fees shall be paid at the time a construction permit is issued. 4. System Development Charges (SDC) are $760 per unit. These fees are collected at the time a construction permit is issued. Plan Review—Street Improvements 1. Additional 35' of right-of-way shall be dedicated at the north end of the proposal for NE 6th Street. 2. The project site shall be improved with curb, gutter, sidewalks, paling and street name signs. The project shall be required to install half street improvements on NE 5 Place with 35' of right-of-way on the east and west sides, 28' of paving and 5'sidewalks; 42' of right-of-way with 32' paving along lots 17 and 18. 3. NE 5th St needs to dedicate 15' of right-of-way and widen the pavement so that there is a total 32' pavement section. The project needs to install 5'sidewalks on NE 5th St. 4. Ilwaco (on the north side of NE 5th PI) needs to be 35' dedicated public right-of-way, 28' paving and a 5' sidewalk. 5. Ilwaco (south side of NE 5th PI) and Jericho will both have 32' pavement section and 5' sidewalks. The applicant may submit a request in writing for a reduction in the required right-of-way to 42 feet. advisory notes Piele Preliminary Plat LUA-02-068,PP,ECF Advisory Notes (continued) Page 3 of 4 6. Projects that are 5-20 residential lots in size are required to install street lights per City of Renton plans and specifications. 7. All new electrical, phone and cable services and lines must be undergrounded. The construction of these franchise utilities must be inspected and approved by a City of Renton public works inspector prior to recording the plat. 8. The Traffic Mitigation Fee of $12,919.50 shall be paid prior to the recording of the plat. Plan Review—General 1. All required utility, drainage and street improvements will require separate plan submittals prepared according to City of Renton drafting standards by a licensed Civil Engineer. 2. All plans shall be tied down to a minimum of two horizontal and vertical control in the current City of Renton Control Network. 3. Permit application must include an itemized cost estimate for these improvements. The fee for review and inspection of these improvement is 5% of the first $100,000 of the estimated construction costs; 4% of anything over$100,000 but less than $200,000, and 3% of anything over$200,000. Half of the fee must be paid upon application for building and construction permits, and the remainder when the permits are issued. There will be additional fees for water meters and service related expenses. See Drafting Standards. Property Services 1. The legal descriptions appear to be satisfactory as presented, however it should be noted that the easements described therein are not, in fact, "Parcels". Said legal descriptions as noted in the First American Title Insurance Company Order No. 1827 - submittal, dated May 1, 2002, list the subject parcels without the duplication of parcel names ("A" and "B"), that is currently shown on the preliminary plat drawing. Said duplication (and/or no parcel name at all) adds an element of confusion to said legal description block. 2. The "Vicinity Map" and "Neighborhood Detail Map" note the county-designated street names instead of the city-designated street names. Revise as needed. Information needed for final plat approval includes the following: 3. Note the City of Renton land use action number and land record number, LUA-XX-XXX-FP and LND-10-0399, on the drawing, preferably in the upper right-hand corner. The type size used for the land record number should be smaller than that used for the land use action number. Please note that the land use action number for the final plat will be different from the preliminary plat and is unknown as of this date. 4. Show ties to the City of Renton Survey Control Network. 5. The geometry will be checked when the ties have been provided. 6. Provide plat and lot closure calculations. 7. Complete City of Renton Monuments Cards, with reference points of all new right-of-way monuments set as part of the plat. 8. Required City of Renton signatures, for plat approval, include the Administrator of Planning/Building/Public Works, the Mayor and the City Clerk. An approval block for the city's advisory notes Piele Preliminary Plat LUA-02-068,PP,ECF Advisory Notes (continued) Page 4 of 4 Finance Director is also required. The appropriate King County approvals need to be noted on the drawing also. 9. All owners of the underlying subject properties need to sign the final plat document. Include notary blocks as needed. 10. Include a dedication/certification block on the drawing. 11. Include a statement of equipment and procedures used, per WAC 332-130-100. 12. Indicate what has been, or is to be, set at the corners of the proposed lots. 13. Note the date the existing monuments were visited, per WAC 332-130-150, and what was found. 14. Remove the building setback lines. Setbacks will be determined at time of issuance of building permits. 15. Note all easements, agreements and restrictive covenants of record on the drawing. 16. Note discrepancies between bearings and distances of record and those measured or calculated, if any. 17. The city will provide addresses for the proposed lots after preliminary plat approval. The addresses will need to be noted on the plat drawing. 18. Note whether the adjoining properties are platted (give plat name and lot number) or unplatted. 19. On the final plat submittal, remove all references to trees, utility facilities, topog lines and other items not directly impacting the subdivision. These items are provided only for preliminary plat approval. 20. Note that if there are restrictive covenants, easements or agreements to others as part of this subdivision, they can be recorded concurrently with the plat. The plat drawing and the associated document(s) are to be given to the Project Manager as a package. The plat shall have the first recording number. The recording number(s) for the associated document(s) should be cross- referenced on the plat drawings in the appropriate location(s). 21. An updated Plat Certificate will be required (dated within 45 days of Council action on approval of the plat). 22. The new 26' access easement is shown for the benefit of future owners of proposed Lots 19 through 22. However, since the new lots created via this plat are under common ownership at the time of recording, there can be no easement until such time as ownership of the lots is conveyed to others, together with and/or subject to specific easement rights. 23. Add the following Declaration of Covenant language on the face of the subject drawing, if the previous paragraph applies: DECLARATION OF COVENANT: The owners of the land embraced within this plat, in return for the benefit to accrue from this subdivision, by signing hereon covenants and agree to convey the beneficial interest in the new easements shown on this plat to any and all future purchasers of the lots, or of any subdivisions thereof. This covenant shall run with the land as shown on this plat. advisory notes CITY OF RENTON DETERMINATION OF NON-SIGNIFICANCE (MITIGATED) APPLICATION NO(S): LUA-02-068, PP, ECF APPLICANT: Thomas Foster PROJECT NAME: Piele Preliminary Plat DESCRIPTION OF PROPOSAL: The applicant is requesting Environmental (SEPA) Review and Preliminary Plat approval for a 22 lot subdivision of a 4.46 acre site located within the Residential - 8 (R- 8) zoning designation. The proposed lots are intended for the eventual development of detached single family homes. Two existing residences are propo§_ed to remain on new lots 1 and 17. Access is proposed via the extensions of public right-of-ways of NE 5 elaqe, Ilwaco Avenue NE and Jericho Avenue NE and a private road. = . LOCATION OF PROPOSAL: 5107, 5212, 5213, 5219 NE 5th Place LEAD AGENCY: 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 43.21C.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 July 22, 2002. 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 98055. 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, (425) 430-6510. PUBLICATION DATE: July 8, 2002 DATE OF DECISION: July 2, 2002 SIGNATURES: G/J-iiG()( ( 'mac 6PP�G Zrwtrur✓w,ue1•i Twlc1 2 Zuvz regg Zimmerman, Administrator) DATE Department of Planning/Building/Public Works 1-- Z-44/ 07(0 0.— i im Shephe d, Ad inistrator DA E (..., Community Services Lee/6/ sv eler, Fire Chief DATE Ren on Fire Department dnsmsignature CITY OF RENTON DETERMINATION OF NON-SIGNIFICANCE (MITIGATED) MITIGATION MEASURES APPLICATION NO(S): LUA-02-068, PP, ECF APPLICANT: Thomas Foster PROJECT NAME: Piele Preliminary Plat DESCRIPTION OF PROPOSAL: The applicant is requesting Environmental (SEPA) Review and Preliminary Plat approval for a 22 lot subdivision of a 4.46 acre site located within the Residential - 8 (R-8) zoning designation. The proposed lots are intended for the eventual development of detached single family homes. Two existing residences are propo§ed to remain on new lots 1 and 17. Access is proposed via the extensions of public right-of-ways of NE 5 Place, Ilwaco Avenue NE and Jericho Avenue NE and a private road. LOCATION OF PROPOSAL: 5107, 5212, 5213, 5219 NE 5th Place MITIGATION MEASURES: 1. The applicant shall be required to adhere to the recommendations contained within the Geotechnical Evaluation report prepared by GeoSpectrum Consultants, Inc., dated January 11, 2002, with regard to site preparation, grading, structural fill and foundations. 2. The applicant shall install a silt fence along the downslope perimeter of the area that is to be disturbed. The silt fence shall be in place before clearing and grading is initiated, and shall be constructed in conformance with the specifications presented in the King County Surface Water Design Manual. This will be required during the construction of both off-site and on-site improvements as well as building construction. 3. Shallow drainage swales shall be constructed to intercept surface water flow and route the flow away from the construction area to a stabilized discharge point. Vegetation growth shall be established in the ditch by seeding or placing sod. Depending on site grades, it may be necessary to line the ditch with rock to protect the ditch from erosion and to reduce flow rates. The design and construction of drainage swales shall conform to the specifications presented in the KCSWDM. Temporary pipe systems can also be used to convey stormwater across the site. This will be required during the construction of both off-site and on-site improvements as well as building construction. 4. The project contractor shall perform daily review and maintenance of all erosion and sedimentation control measures at the site during the construction of both off-site and on-site improvements as well as building construction. 5. Weekly reports on the status and condition of the erosion control plan with any recommendations of change or revision to maintenance schedules or installation shall be submitted by the project Engineer of record to the public works inspector for the construction of the civil improvements of the plat. Certification of the installation, maintenance and proper removal of the erosion control facilities shall be required prior to recording of the plat. 6. The applicant shall comply with the recommendations contained within the Wetland Assessment and Delineation Report was prepared by Shaw Environmental Inc., dated May 2002 and approved supplements. 7. The applicant shall provide an acceptable compensation on-site for impacts to the off-site wetland (Wetland B). Acceptable mitigation would include the appropriate buffer requirement and restoration, creation, or combined enhancement to Wetland A to offset any impacts of development to Wetland B. The satisfaction of this requirement is subject to the review and approval of the Development Services Project Manager prior to issuance of construction permits. mitigation measures Piele Preliminary Plat LUA-02-068,ECF,PP Mitigation Measures (continued) Page 2 of 2 8. The applicant shall be required to install silt fencing with brightly colored construction flags to indicate the boundaries of the wetland area and buffer prior to the issuance of construction permits. 9. The applicant shall be required to install a split-rail fence or other approved barrier along the entire edge of the wetland buffer to denote the critical area prior to recording of the final plat. 10. The applicant shall be required to design the project according to the 1998 King County Surface Water Manual Level 2 Flow Control. 11. The applicant shall pay the appropriate Fire Mitigation Fee based on a rate of $488.00 per new single family lot with credit given for the existing single family lot prior to the recording of the final plat. 12. The applicant shall pay the appropriate Traffic Mitigation Fee based on $75.00 per each new average daily trip with the project with credit given for the existing single family lot prior to the recording of the final plat. 13. The applicant shall pay the appropriate Parks Mitigation Fee based on $530.76 per new single family lot with credit given for the existing single family lot prior to the recording of the final plat. mitigation measures CITY OF RENTON DETERMINATION OF NON-SIGNIFICANCE (MITIGATED) ADVISORY NOTES APPLICATION NO(S): LUA-02-068, PP, ECF APPLICANT: Thomas Foster PROJECT NAME: Piele Preliminary Plat DESCRIPTION OF PROPOSAL: The applicant is requesting Environmental (SEPA) Review and Preliminary Plat approval for a 22 lot subdivision of a 4.46 acre site located within the Residential - 8 (R-8) zoning designation. The proposed lots are intended for the eventual development of detached single family homes. Two existing residences are proposed to remain on new lots 1 and 17. Access is proposed via the extensions of public right-of-ways of NE 5 Place, Ilwaco Avenue NE and Jericho Avenue NE and a private road. LOCATION OF PROPOSAL: 5107, 5212, 5213, 5219 NE 5th Place Advisory Notes to Applicant: The following notes are supplemental information provided in conjunction with the environmental determination. Because these notes are provided as information only, they are not subject to the appeal process for environmental determinations. Planning 1. The site is designated Residential Single Family in the Comprehensive Plan. 2. The property is zoned Residential 8 (R-8) dwelling units per acre (du/a). 3. Densities allowed in the R-8 Zone are 5.0 dwelling units per net acre (du/a) minimum and 8.0 du/a maximum. 4. Minimum lot size in the R-8 Zone is 4500 square feet, with minimum width of 50 feet. The minimum permitted lot depth is 65 feet. 5. Heights of buildings in the R-8 Zone are limited to 2 stories, or 30 feet. 6. Required setbacks in the R-8 Zone are a 20-foot front yard, a 20-foot rear yard, and 5-foot interior side as measured from the property line to the nearest point of the structure. The front yard setback is 15 feet for public streets created after 1995. Setback dimensions should be shown on the construction drawings, but must be removed prior to recording the final short plat. 7. The maximum building coverage in the R-8 Zone is 35 percent for lots over 5,000 square feet and 50 percent, or 2500 square feet, for lots 5,000 square feet or less. 8. 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. 9. Asbestos abatement may be necessary prior to the removal of the structures present on the site. Certification from Puget Sound Air Quality Authority may be required prior to the issuance of demolition permits for the project. Piele Preliminary Plat LUA-02-068,PP,ECF Advisory Notes (continued) Page 2 of 4 Fire 1. The minimum fire flow required is 1,000 gpm for dwellings up to 3,600 square feet in area. One fire hydrant is required within 300-feet of the structures. For dwellings over 3,600 square feet, the minimum fire flow is 1,500 gpm and a minimum of two (2) fire hydrants within 300-feet is required. 2. A minimum of two approved access roads are required. Private streets shall be marked as required for fire lanes. Plan Review—Storm Drainage 1. A Drainage Report and a conceptual drainage plan have been submitted. The storm drainage report states that it is based on the required Level 2 Flow Control in the 1998 Manual. 2. The Surface Water System Development Charges of $525 per each new lot applies to the proposed project. The Development Charges are collected as part of the construction permit. Plan Review—Water This site is not served by the City of Renton. The site is located in the King County Water District 90 service area. A Certificate of Water Availability from Water District 90 will be required. Plan Review—Sanitary Sewer 1. A sanitary sewer main extension will be required to be installed by this project to serve the new lots being developed. The conceptual utility plan needs to be modified to include extending the sanitary sewe[main to the north property line at Ilwaco Pl. (as named on the submittal) and extend the main in NE 5t Place approximately 160 feet west of the most easterly MH currently shown. 2. Dual sidesewers are not allowed. 3. This parcel is located in the East Renton Special Assessment District, SAD 0002. This fee is $224.52 plus interest per unit. These fees shall be paid at the time a construction permit is issued. 4. System Development Charges (SDC) are $760 per unit. These fees are collected at the time a construction permit is issued. Plan Review—Street Improvements 1. Additional 35' of right-of-way shall be dedicated at the north end of the proposal for NE 6th Street. 2. The project site shall be improved with curb, gutter, sidewalks, paling and street name signs. The 5t project shall be required to install half street improvements on NE Place with 35' of right-of-way on the east and west sides, 28' of paving and 5'sidewalks; 42' of right-of-way with 32' paving along lots 17 and 18. 3. NE 5th St needs to dedicate 15' of right-of-way and widen the pavement so that there is a total 32' pavement section. The project needs to install 5' sidewalks on NE 5th St. 4. Ilwaco (on the north side of NE 5th PI) needs to be 35' dedicated public right-of-way, 28' paving and a 5' sidewalk. 5. Ilwaco (south side of NE 5th PI) and Jericho will both have 32' pavement section and 5' sidewalks. The applicant may submit a request in writing for a reduction in the required right-of-way to 42 feet. advisory notes Piele Preliminary Plat LUA-02-068,PP,ECF Advisory Notes (continued) Page 3 of 4 6. Projects that are 5-20 residential lots in size are required to install street lights per City of Renton plans and specifications. 7. All new electrical, phone and cable services and lines must be undergrounded. The construction of these franchise utilities must be inspected and approved by a City of Renton public works inspector prior to recording the plat. 8. The Traffic Mitigation Fee of$12,919.50 shall be paid prior to the recording of the plat. Plan Review—General 1. All required utility, drainage and street improvements will require separate plan submittals prepared according to City of Renton drafting standards by a licensed Civil Engineer. 2. All plans shall be tied down to a minimum of two horizontal and vertical control in the current City of Renton Control Network. 3. Permit application must include an itemized cost estimate for these improvements. The fee for review and inspection of these improvement is 5% of the first $100,000 of the estimated construction costs; 4% of anything over$100,000 but less than $200,000, and 3% of anything over$200,000. Half of the fee must be paid upon application for building and construction permits, and the remainder when the permits are issued. There will be additional fees for water meters and service related expenses. See Drafting Standards. Property Services 1. The legal descriptions appear to be satisfactory as presented, however it should be noted that the easements described therein are not, in fact, "Parcels". Said legal descriptions as noted in the First American Title Insurance Company Order No. 1827 - submittal, dated May 1, 2002, list the subject parcels without the duplication of parcel names ("A" and "B"), that is currently shown on the preliminary plat drawing. Said duplication (and/or no parcel name at all) adds an element of confusion to said legal description block. 2. The "Vicinity Map" and "Neighborhood Detail Map" note the county-designated street names instead of the city-designated street names. Revise as needed. Information needed for final plat approval includes the following: 3. Note the City of Renton land use action number and land record number, LUA-XX-XXX-FP and LND-10-0399, on the drawing, preferably in the upper right-hand corner. The type size used for the land record number should be smaller than that used for the land use action number. Please note that the land use action number for the final plat will be different from the preliminary plat and is unknown as of this date. 4. Show ties to the City of Renton Survey Control Network. 5. The geometry will be checked when the ties have been provided. 6. Provide plat and lot closure calculations. 7. Complete City of Renton Monuments Cards, with reference points of all new right-of-way monuments set as part of the plat. 8. Required City of Renton signatures, for plat approval, include the Administrator of Planning/Building/Public Works, the Mayor and the City Clerk. An approval block for the city's advisory notes Piele Preliminary Plat LUA-02-068,PP,ECF Advisory Notes (continued) Page 4 of 4 Finance Director is also required. The appropriate King County approvals need to be noted on the drawing also. 9. All owners of the underlying subject properties need to sign the final plat document. Include notary blocks as needed. 10. Include a dedication/certification block on the drawing. 11. Include a statement of equipment and procedures used, per WAC 332-130-100. 12. Indicate what has been, or is to be, set at the corners of the proposed lots. 13. Note the date the existing monuments were visited, per WAC 332-130-150, and what was found. 14. Remove the building setback lines. Setbacks will be determined at time of issuance of building permits. 15. Note all easements, agreements and restrictive covenants of record on the drawing. 16. Note discrepancies between bearings and distances of record and those measured or calculated, if any. 17. The city will provide addresses for the proposed lots after preliminary plat approval. The addresses will need to be noted on the plat drawing. 18. Note whether the adjoining properties are platted (give plat name and lot number) or unplatted. 19. On the final plat submittal, remove all references to trees, utility facilities, topog lines and other items not directly impacting the subdivision. These items are provided only for preliminary plat approval. 20. Note that if there are restrictive covenants, easements or agreements to others as part of this subdivision, they can be recorded concurrently with the plat. The plat drawing and the associated document(s) are to be given to the Project Manager as a package. The plat shall have the first recording number. The recording number(s) for the associated document(s) should be cross- referenced on the plat drawings in the appropriate location(s). 21. An updated Plat Certificate will be required (dated within 45 days of Council action on approval of the plat). 22. The new 26' access easement is shown for the benefit of future owners of proposed Lots 19 through 22. However, since the new lots created via this plat are under common ownership at the time of recording, there can be no easement until such time as ownership of the lots is conveyed to others, together with and/or subject to specific easement rights. 23. Add the following Declaration of Covenant language on the face of the subject drawing, if the previous paragraph applies: DECLARATION OF COVENANT: The owners of the land embraced within this plat, in return for the benefit to accrue from this subdivision, by signing hereon covenants and agree to convey the beneficial interest in the new easements shown on this plat to any and all future purchasers of the lots, or of any subdivisions thereof. This covenant shall run with the land as shown on this plat. advisory notes STAFF City of Renton REPORT Department of Planning/Building /Public Works ENVIRONMENTAL REVIEW COMMITTEE A. BACKGROUND ERC MEETING DATE July 2, 2002 Project Name: Piele Preliminary Rat Applicant: Thomas Foster File Number: LUA-02-068, ECF, PP Project Manager: Susan Fiala, AICP Project Description: The applicant is requesting Environmental (SEPA) Review and Preliminary Rat approval for a 22 lot subdivision of a 4.46 acre site located within the Residential - 8 (R-8) zoning designation. The proposed lots are intended for the eventual development of detached single family homes. Two existing residences are proposed to remain on new lots 1 and 17. Access is proposed via the extensions of public right- of-ways of NE 5`h Street, Ilwaco Avenue NE and Jericho Avenue NE via NE 4th Street. Project Location: 5107, 5212, 5213, 5219 NE 5th Place Exist. Bldg. Area gsf: 2,320±sf(to remain on new lot 1) Proposed New Bldg. Area: NA Site Area: 4.46 acres (gross area) Total Building Area gsf: NA RECOMMENDATION: Staff recommends that the Environmental Review Committee issue a Determination of Non-Significance—Mitigated(DNS-M). ;Irit • 40 - M;GERM- , ... ii- c i c saU 'e lli .eon.. ❑ e+ec.®s ,x.c. �a d ttl .e.:. Fr ® O e O 6. 6. i lr e 'ate., ,an r -- 3t z R , 33 to IMIltalrom ,. _ . © _ � t i Iliniri:: t s, o A 04A 111201 I 44. ei MR au "q - •~t LSE"' tM. ..... - - 8 ' 1 ��;, :nilRBI 4 . ,! 10 iir PQTM., , ,f . , + tir.rr .. s ��® f e •,p „p_= , ,><�fir: .. Project Location Mapes" ®� e• it o _. 0 0 i City of Renton P/B/PW Department Envirc ntal Review Committee Staff Report PIELE PRELIMINARY PLAT LUA-02-068, ECF, PP REPORT OF JULY 2, 2002 Page 2 of 8 B. RECOMMENDATION Based on analysis of probable impacts from the proposal, staff recommends that the Responsible Officials make the following Environmental Determination: DETERMINATION OF DETERMINATION OF NON-SIGNIFICANCE XX NON- SIGNIFICANCE- MITIGATED. Issue DNS with 14 day Appeal Period. XX Issue DNS-M with 14 day Appeal Period. Issue DNS with 15 day Comment Period Issue DNS-M with 15 day Comment Period with Concurrent 14 day Appeal Period. with Concurrent 14 day Appeal Period. C. MITIGATION MEASURES 1. The applicant shall be required to adhere to the recommendations contained within the Geotechnical Evaluation report prepared by GeoSpectrum Consultants, Inc., dated January 11, 2002, with regard to site preparation, grading, structural fill and foundations. 2. The applicant shall install a silt fence along the downslope perimeter of the area that is to be disturbed. The silt fence shall be in place before clearing and grading is initiated, and shall be constructed in conformance with the specifications presented in the King County Surface Water Design Manual. This will be required during the construction of both off-site and on-site improvements as well as building construction. 3. Shallow drainage swales shall be constructed to intercept surface water flow and route the flow away from the construction area to a stabilized discharge point. Vegetation growth shall be established in the ditch by seeding or placing sod. Depending on site grades, it may be necessary to line the ditch with rock to protect the ditch from erosion and to reduce flow rates. The design and construction of drainage swales shall conform to the specifications presented in the KCSWDM. Temporary pipe systems can also be used to convey stormwater across the site. This will be required during the construction of both off-site and on-site improvements as well as building construction. 4. The project contractor shall perform daily review and maintenance of all erosion and sedimentation control measures at the site during the construction of both off-site and on-site improvements as well as building construction. 5. Weekly reports on the status and condition of the erosion control plan with any recommendations of change or revision to maintenance schedules or installation shall be submitted by the project Engineer of record to the public works inspector for the construction of the civil improvements of the plat. Certification of the installation, maintenance and proper removal of the erosion control facilities shall be required prior to recording of the plat. 6. The applicant shall comply with the recommendations contained within the Wetland Assessment and Delineation Report was prepared by Shaw Environmental Inc., dated May 2002 and approved supplements. 7. The applicant shall provide an acceptable compensation on-site for impacts to the off-site wetland (Wetland B). Acceptable mitigation would include the appropriate buffer requirement and restoration, creation, or combined enhancement to Wetland A to offset any impacts of development to Wetland B. The satisfaction of this requirement is subject to the review and approval of the Development Services Project Manager prior to issuance of construction permits. 8. The applicant shall be required to install silt fencing with brightly colored construction flags to indicate the boundaries of the wetland area and buffer prior to the issuance of construction permits. 9. The applicant shall be required to install a split-rail fence or other approved barrier along the entire edge of the wetland buffer to denote the critical area prior to recording of the final plat. 10. The applicant shall be required to design the project according to the 1998 King County Surface Water Manual Level 2 Flow Control. 11. The applicant shall pay the appropriate Fire Mitigation Fee based on a rate of $488.00 per new single family lot with credit given for the existing single family lot prior to the recording of the final plat. 12. The applicant shall pay the appropriate Traffic Mitigation Fee based on $75.00 per each new average daily trip with the project with credit given for the existing single family lot prior to the recording of the final plat. ercrptPiele.doc City of Renton P/B/PW Department Envirc ntal Review Committee Staff Report PIELE PRELIMINARY PLAT LUA-02-068, ECF, PP REPORT OF JULY 2, 2002 Page 3 of 8 13. The applicant shall pay the appropriate Parks Mitigation Fee based on $530.76 per new single family lot with credit given for the existing single family lot prior to the recording of the final plat. Advisory Notes to Applicant: The following notes are supplemental information provided in conjunction with the environmental determination. Because these notes are provided as information only, they are not subject to the appeal process for environmental determinations. Planning 1. The site is designated Residential Single Family in the Comprehensive Plan. 2. The property is zoned Residential 8 (R-8) dwelling units per acre (du/a). 3. Densities allowed in the R-8 Zone are 5.0 dwelling units per net acre (du/a) minimum and 8.0 du/a maximum. 4. Minimum lot size in the R-8 Zone is 4500 square feet, with minimum width of 50 feet. The minimum permitted lot depth is 65 feet. 5. Heights of buildings in the R-8 Zone are limited to 2 stories, or 30 feet. 6. Required setbacks in the R-8 Zone are a 20-foot front yard, a 20-foot rear yard, and 5-foot interior side as measured from the property line to the nearest point of the structure. The front yard setback is 15 feet for public streets created after 1995. Setback dimensions should be shown on the construction drawings, but must be removed prior to recording the final short plat. 7. The maximum building coverage in the R-8 Zone is 35 percent for lots over 5,000 square feet and 50 percent, or 2500 square feet, for lots 5,000 square feet or less. 8. 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. 9. Asbestos abatement may be necessary prior to the removal of the structures present on the site. Certification from Puget Sound Air Quality Authority may be required prior to the issuance of demolition permits for the project. Fire 1. The minimum fire flow required is 1,000 gpm for dwellings up to 3,600 square feet in area. One fire hydrant is required within 300-feet of the structures. For dwellings over 3,600 square feet, the minimum fire flow is 1,500 gpm and a minimum of two (2)fire hydrants within 300-feet is required. 2. A minimum of two approved access roads are required. Private streets shall be marked as required for fire lanes. Plan Review-Storm Drainage 1. A Drainage Report and a conceptual drainage plan have been submitted. The storm drainage report states that it is based on the required Level 2 Flow Control in the 1998 Manual. 2. The Surface Water System Development Charges of$525 per each new lot applies to the proposed project. The Development Charges are collected as part of the construction permit. Plan Review-Water 1. This site is not served by the City of Renton. The site is located in the King County Water District 90 service area. 2. A Certificate of Water Availability from Water District 90 will be required. Plan Review-Sanitary Sewer 1. A sanitary sewer main extension will be required to be installed by this project to serve the new lots being developed. The conceptual utility plan needs to be modified to include extending the sanitary sewer main to the north property line at Ilwaco PI. (as named on the submittal) and extend the main in NE 5th Place approximately 160 feet west of the most easterly MH currently shown. 2. Dual sidesewers are not allowed. 3. This parcel is located in the East Renton Special Assessment District, SAD 0002. This fee is $224.52 plus interest per unit. These fees shall be paid at the time a construction permit is issued. 4. System Development Charges (SDC) are $760 per unit. These fees are collected at the time a construction permit is issued. Plan Review-Street Improvements 1. Additional 35' of right-of-way shall be dedicated at the north end of the proposal for NE 6th Street. 2. The project site shall be improved with curb, gutter, sidewalks, paving and street name signs. The project shall be required to install half street improvements on NE 5th Place with 35' of right-of-way on the east and west sides, 28' of paving and 5'sidewalks; 42' of right-of-way with 32' paving along lots 17 and 18. 3. NE 5th St needs to dedicate 15' of right-of-way and widen the pavement so that there is a total 32' pavement section. The project needs to install 5' sidewalks on NE 5th St. 4. Ilwaco (on the north side of NE 5th PI) needs to be 35' dedicated public right-of-way, 28' paving and a 5' sidewalk. 5. Ilwaco (south side of NE 5th PI) and Jericho will both have 32' pavement section and 5' sidewalks. The applicant ercrptPiele.doc City of Renton P/B/PW Department Envirc ntal Review Committee Staff Report PIELE PRELIMINARY PLAT LUA-02-068, ECF, PP REPORT OF JULY 2, 2002 Page 4 of 8 may submit a request in writing for a reduction in the required right-of-way to 42 feet. 6. Projects that are 5-20 residential lots in size are required to install street lights per City of Renton plans and specifications. 7. All new electrical, phone and cable services and lines must be undergrounded. The construction of these franchise utilities must be inspected and approved by a City of Renton public works inspector prior to recording the plat. 8. The Traffic Mitigation Fee of$12,919.50 shall be paid prior to the recording of the plat. Plan Review—General 1. All required utility, drainage and street improvements will require separate plan submittals prepared according to City of Renton drafting standards by a licensed Civil Engineer. 2. All plans shall be tied down to a minimum of two horizontal and vertical control in the current City of Renton Control Network. 3. Permit application must include an itemized cost estimate for these improvements. The fee for review and inspection of these improvement is 5% of the first $100,000 of the estimated construction costs; 4% of anything over $100,000 but less than $200,000, and 3% of anything over $200,000. Half of the fee must be paid upon application for building and construction permits, and the remainder when the permits are issued. There will be additional fees for water meters and service related expenses. See Drafting Standards. Property Services 1. The legal descriptions appear to be satisfactory as presented, however it should be noted that the easements described therein are not, in fact, "Parcels". Said legal descriptions as noted in the First American Title Insurance Company Order No. 1827 - submittal, dated May 1, 2002, list the subject parcels without the duplication of parcel names ("A" and "B"), that is currently shown on the preliminary plat drawing. Said duplication (and/or no parcel name at all) adds an element of confusion to said legal description block. 2. The "Vicinity Map" and "Neighborhood Detail Map" note the county-designated street names instead of the city-designated street names. Revise as needed. Information needed for final plat approval includes the following: 3. Note the City of Renton land use action number and land record number, LUA-XX-XXX-FP and LND-10-0399, on the drawing, preferably in the upper right-hand corner. The type size used for the land record number should be smaller than that used for the land use action number. Please note that the land use action number for the final plat will be different from the preliminary plat and is unknown as of this date. 4. Show ties to the City of Renton Survey Control Network. 5. The geometry will be checked when the ties have been provided. 6. Provide plat and lot closure calculations. 7. Complete City of Renton Monuments Cards, with reference points of all new right-of-way monuments set as part of the plat. 8. Required City of Renton signatures, for plat approval, include the Administrator of Planning/Building/Public Works, the Mayor and the City Clerk. An approval block for the city's Finance Director is also required. The appropriate King County approvals need to be noted on the drawing also. 9. All owners of the underlying subject properties need to sign the final plat document. Include notary blocks as needed. 10. Include a dedication/certification block on the drawing. 11. Include a statement of equipment and procedures used, per WAC 332-130-100. 12. Indicate what has been, or is to be, set at the corners of the proposed lots. 13. Note the date the existing monuments were visited, per WAC 332-130-150, and what was found. 14. Remove the building setback lines. Setbacks will be determined at time of issuance of building permits. 15. Note all easements, agreements and restrictive covenants of record on the drawing. 16. Note discrepancies between bearings and distances of record and those measured or calculated, if any. 17. The city will provide addresses for the proposed lots after preliminary plat approval. The addresses will need to be noted on the plat drawing. 18. Note whether the adjoining properties are platted (give plat name and lot number) or unplatted. 19. On the final plat submittal, remove all references to trees, utility facilities, topog lines and other items not directly impacting the subdivision. These items are provided only for preliminary plat approval. 20. Note that if there are restrictive covenants, easements or agreements to others as part of this subdivision, they can be recorded concurrently with the plat. The plat drawing and the associated document(s) are to be given to the Project Manager as a package. The plat shall have the first recording number. The recording number(s) for the associated document(s) should be cross-referenced on the plat drawings in the appropriate location(s). ercrptPiele.doc City of Renton P/B/PW Department Envirc ntal Review Committee Staff Report PIELE PRELIMINARY PLAT LUA-02-068, ECF, PP REPORT OF JULY 2, 2002 Page 5 of 8 21. An updated Plat Certificate will be required (dated within 45 days of Council action on approval of the plat). 22. The new 26' access easement is shown for the benefit of future owners of proposed Lots 19 through 22. However, since the new lots created via this plat are under common ownership at the time of recording, there can be no easement until such time as ownership of the lots is conveyed to others, together with and/or subject to specific easement rights. 23. Add the following Declaration of Covenant language on the face of the subject drawing, if the previous paragraph applies: DECLARATION OF COVENANT: The owners of the land embraced within this plat, in return for the benefit to accrue from this subdivision, by signing hereon covenants and agree to convey the beneficial interest in the new easements shown on this plat to any and all future purchasers of the lots, or of any subdivisions thereof. This covenant shall run with the land as shown on this plat. D. ENVIRONMENTAL IMPACTS In compliance with RCW 43.21 C. 240, the following project environmental review addresses only those project impacts that are not adequately addressed under existing development standards and environmental regulations. 1. Earth Impacts: The applicant submitted a geotechnical evaluation prepared by GeoSpectrum Consultants, Inc., dated January 11, 2002. The report indicates that the site is generally flat with a very gentle slope, approximately 5%, down to the south and southeast. Elevation difference across the property is generally only a few feet from the northwest to southeast with the exception of the area in new lot 7 which slopes down at a moderate inclination, approximately 15%, to a natural low area and pond near the south property line and wetland area (Lots 7 and 12). The site is entirely underlain by the soil type of Alderwood Gravelly Sandy Loam according to the King County Soils Survey. This soil type is considered a moderately well drained soil. However, the geotechnical report identified the site soils to be glacial till and fill soils. The majority of the fill soils are located in the southeastern portion of the site and may have been placed to fill in a natural depression of which the fill thickness may exceed 10 feet. The report continues to state the onsite soils are moisture sensitive and very difficult to compact unless soil moisture can be maintained near optimum. Shallow groundwater will tend to be encountered in the western half of the north portion of the site where even deeper ground water is to be expected in the southeastern quadrant of the property. During site testing, seepage or groundwater was observed. Generally, onsite materials are expected to be erodible when exposed to direct water flows. The tree inventory plan submitted with the application identifies the removal of 53 trees (maple, cherry, fir and others). All vegetation on the property would be removed as part of plat improvements with the exception of trees, shrubs and lawn located on the new lots 1 and 17 where the two single family homes are to remain. The site is within the Honey Creek drainage basin. Due to concerns for possible erosion and sedimentation problems from further construction activities on the site, staff recommends the following conditions for this plat (for both preliminary plat development and future building permits for the individual lots) to reduce potential impacts: Mitigation Measures: • The applicant shall be required to adhere to the recommendations contained within the Geotechnical Evaluation report prepared by GeoSpectrum Consultants, Inc., dated January 11, 2002, with regard to site preparation, grading, structural fill and foundations. • The applicant shall install a silt fence along the downslope perimeter of the area that is to be disturbed. The silt fence shall be in place before clearing and grading is initiated, and shall be constructed in conformance with the specifications presented in the King County Surface Water Design Manual. This will be required during the construction of both off-site and on-site improvements as well as building construction. • Shallow drainage swales shall be constructed to intercept surface water flow and route the flow away from the construction area to a stabilized discharge point. Vegetation growth shall be established in the ditch by seeding or placing sod. Depending on site grades, it may be necessary to line the ditch with rock to protect the ditch from erosion and to reduce flow rates. The design and construction of drainage swales shall conform to the specifications presented in the KCSWDM. Temporary pipe systems can also be used to convey stormwater ercrptPiele.doc City of Renton P/B/PW Department Envirc ntal Review Committee Staff Report PIELE PRELIMINARY PLAT LUA-02-068, ECF, PP REPORT OF JULY 2, 2002 Page 6 of 8 across the site. This will be required during the construction of both off-site and on-site improvements as well as building construction. • The project contractor shall perform daily review and maintenance of all erosion and sedimentation control measures at the site during the construction of both off-site and on-site improvements as well as building construction. • Weekly reports on the status and condition of the erosion control plan with any recommendations of change or revision to maintenance schedules or installation shall be submitted by the project Engineer of record to the public works inspector for the construction of the civil improvements of the plat. Certification of the installation, maintenance and proper removal of the erosion control facilities shall be required prior to recording of the plat. Policy Nexus: SEPA Environmental Regulations 2. Wetlands Impacts: A Wetland Assessment and Delineation Report was prepared by Shaw Environmental Inc., dated May 2002. The report presented the results of a wetlands delineation and evaluation conducted in November 2001 and on February 22, 2002. One wetland (noted as Wetland A in the discussion) was found and delineated on the subject site and a second wetland (Wetland B) was found within 20 feet of the site. It was partially flagged on the adjoining property located to the east. The wetland on site was highly disturbed principally by llamas and their fenced pens. The wetland forms the northern edge of a wetland described in a 1999 report prepared for the site located to the south, Honeybrooke Phase 1 (McTighe property). The edge of the wetland is an open water pond with a twelve (12)foot high sloped bank, which is part of a llama pen. The size of the wetland on site is estimated to be less than 200 square feet. Wetland A is classified as a Class 3 lower quality wetland because it is part of a wetland greater than 5,000 square feet located on the property to the south. In reference to Wetland A, located on the subject property, (RMC4-3-050M.6.c.) this wetland is a Category 3-Lower Quality wetland that requires a standard buffer of 25 feet. The report correctly identifies the required buffer widths and impact mitigation established by the City's Wetland Regulations. As proposed, the development of the site would preserve the 200 square feet of wetland area. The proposed plat appears to be designed to provide for the required 25 foot buffer, noted as Tract A, located on Lots 7 and 12. Wetland B is located to the east of and within 20 feet of the subject property. The minimum required 25 foot buffer extends onto the subject property. The report did not fully delineate this wetland due to its location on a separately owned property. Future widening of Jericho Avenue NE would impact the wetland buffer located directly in the right-of- way. The wetland biologist has further evaluated Wetland B and has classified it as a Class 3 lower quality wetland requiring a 25 foot buffer. In order to mitigate the impact to Wetland B by development of the subject site, staff recommends that the applicant provide an acceptable compensation on-site for the impact to the off-site wetland (Wetland B). Acceptable mitigation would include the appropriate buffer requirement and restoration, creation, or combined enhancement to Wetland A to offset any impacts of development to Wetland B. In order to ensure the wetland continues to function at a satisfactory level, staff recommends that the applicant be required to adhere to the recommendations contained within the wetland assessment and delineation report prepared by Shaw Environmental Inc., dated May 2002 and approved supplements. In order to ensure the wetland remains undisturbed during project construction, staff also recommends that the applicant be required to install silt fencing with brightly colored construction flags to indicate the boundaries of the wetland area and buffer prior to the issuance of construction permits. A split rail fence or other approved barrier will be also be required to be installed along the wetland buffer to denote the critical area. Mitigation Measures: • The applicant shall comply with the recommendations contained within the Wetland Assessment and Delineation Report was prepared by Shaw Environmental Inc., dated May 2002 and approved supplements. • The applicant shall provide an acceptable compensation on-site for impacts to the off-site wetland (Wetland B). Acceptable mitigation would include the appropriate buffer requirement and restoration, creation, or combined enhancement to Wetland A to offset any impacts of development to Wetland B. The satisfaction of this requirement is subject to the review and approval of the Development Services Project Manager prior to issuance of construction permits. ercrptPiele.doc City of Renton P/B/PW Department Envirc ntal Review Committee Staff Report PIELE PRELIMINARY PLAT LUA-02-068, ECF, PP REPORT OF JULY 2, 2002 Page 7 of 8 • The applicant shall be required to install silt fencing with brightly colored construction flags to indicate the boundaries of the wetland area and buffer prior to the issuance of construction permits. • The applicant shall be required to install a split-rail fence or other approved barrier along the entire edge of the wetland buffer to denote the critical area prior to recording of the final plat. Policy Nexus: SEPA Environmental Regulations 3. Surface Water Impacts: The applicant has submitted a Preliminary Storm Drainage Calculation report prepared by Core Design with supplemental information from Triad Associates (downstream analysis for Sienna Plat), dated April 30, 2002 with the land use application. The on-site generated runoff will be directed to a combination detention/water quality vault. All drainage discharging from the vault is to be routed to an existing wetland east of the site, which is the natural downstream drainage course for this area. The offsite analysis, specifically downstream, states the drainage from the site naturally sheet flows in a southeasterly direction across the property onto the adjacent eastern property and the existing pond along the south property line. Historically, the pond was connected to the existing wetland east of the site. Fill material has been placed onsite during the past few years, which has cut-off the hydraulic connection. This proposed project would re-establish the original surface water runoff course. The drainage report states that the project has been designed to the 1998 KCSWM Level 2 Flow Control requirements. Staff recommends that to ensure the storm drainage is designed to the 1998 KCSWM, that the applicant be required to follow the 1998 KCSWM Level 2 Flow Control requirements. Mitigation Measures: The applicant shall be required to design the project according to the 1998 King County Surface Water Manual Level 2 Flow Control. Policy Nexus: SEPA Environmental Regulations 4. Fire Protection Impacts: Fire Prevention staff indicates that the applicant provide required improvements and fees to offset the impacts associated with new development. The proposal to add 20 new residential lots to the City would impact the City's Fire Emergency Services. Therefore, a Fire Mitigation Fee of$488.00 per new single family lot, with credit given for the two existing residential lots, should be required for the proposal. The fee is estimated at $9,760.00 (20 new lots x$488.00 = $9,760.00) and is required prior to the recording of the final plat. Mitigation Measures: The applicant shall pay the appropriate Fire Mitigation Fee based on a rate of$488.00 per new single family lot with credit given for the existing single family lot prior to the recording of the final plat. Policy Nexus: SEPA Environmental Regulations; Fire Mitigation Fee Resolution No. 2913, Ordinance 4527. 5. Access/Transportation Impacts: The applicant submitted a Traffic Impact Analysis (TIA) prepared by Christopher Brown & Associates, dated May 18, 2002. The most direct access to the site is proposed via Jericho Avenue NE (arterial) to NE 5th Place. Additional access is proposed via llwaco Avenue NE and a private street (Ilwaco Place NE). NE 51h Street and NE 5th Place are east-west roads. NE 5th Place is proposed to be built to half-street improvement standards within the property. To the west of the property, at NE 5th Place, a 30 foot ingress, egress, utility easement has been recorded and exists as a gravel road. NE 5th Street extends west to Hoquiam Avenue NE and needs to dedicate 15 feet of right- of-way and widen the pavement so that there is a total 32 feet pavement section. The new traffic generated by this residential development will be distributed onto the adjacent road network via the signalized intersection of NE 4th Street and Jericho Avenue NE. The TIA determined that the proposed plat will generate 211 trips per day with 17 am peak hour trips and 22 pm peak hours trips. The TIA concluded that the future levels of service would remain within acceptable ranges with the exception of one "STOP" controlled intersection at Hoquiam Avenue NE and NE 4th Street that would not be utilized by the subdivision. The proposal would result in an increase in traffic trips to the City's street system; therefore, the appropriate Traffic Mitigation Fee will be imposed. The Traffic Mitigation Fee is calculated at a rate of$75.00 per additional generated trip per new single family lot at a rate of 9.57 trips per home with credit given for the two existing residential lots. For the proposal, the Traffic Mitigation Fee is estimated at $14,355.00 (20 new lots x 9.57 trips x $75 per trip = $14,355.00). The fee is payable prior to the recording of the final plat. ercrptPiele.doc City of Renton P/B/PW Department Envirc ntal Review Committee Staff Report PIELE PRELIMINARY PLAT LUA-02-068, ECF, PP REPORT OF JULY 2, 2002 Page 8 of 8 Mitigation Measures: The applicant shall pay the appropriate Traffic Mitigation Fee based on $75.00 per each new average daily trip associated with the project with credit given for the two existing single family lots prior to the recording of the final plat. Policy Nexus: SEPA Environmental Regulations; Transportation Mitigation Fee Resolution No. 3100, Ordinance 4527. 6. Parks & Recreation Impacts: The proposal does not provide on-site recreation areas for future residents of the proposed plat. It is anticipated that the proposed development would generate future residents that would utilize the City's parks, recreational facilities and programs. Therefore, a Parks Mitigation Fee based on $530.76 per each new single family lot, with credit given for the two existing single family lots, should be required for the proposal. The fee is estimated at $10,615.20 (20 new lots x$530.76 = $10,615.20) and is payable prior to the recording of the final plat. Mitigation Measures: The applicant shall pay the appropriate Parks Mitigation Fee based on $530.76 per new single family lot with credit given for the existing single family lot prior to the recording of the final plat. Nexus: SEPA Environmental Regulations; Parks Mitigation Fee Resolution No. 3082, Ordinance 4527. E. COMMENTS OF REVIEWING DEPARTMENTS The proposal has been circulated to City Departmental / Divisional Reviewers for their review. Where applicable, these comments have been incorporated into the text of this report as Mitigation Measures and/or Notes to Applicant. X Copies of all Review Comments are contained in the Official File. Copies of all Review Comments are attached to this report. Environmental Determination Appeal Process Appeals of the environmental determination must be filed in writing on or before 5:00 PM July 22, 2002. 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 98055. 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, (425)430-6510. ercrptPiele.doc • • • SW 4/4,SE 1/4 SEC.10,TWP.23N.,RGE..5E,W.M. e D �<,I OU HERS "�- M�AND uw0i bee neiw STREET I •<• ~".......: ---- -- _— — IE. artw uue.Nnrw yogis 40/7 —_ �' — -- a••n u. ="r ,C` ra S.Ir.,s.c w t.t-m W»SE .11 STREET ^a (� w....N,r.,s« Rat uueN.n.cN eeose .DDD WES SE VIM eveo &I I.B11O1 WAWM6TON yogi, L_—— ——J APPLICANT I . I—— —— TN FOS TER STER I I "" I 21 "6O wANAI° ON lap• ]OSO]A4-00]EXf.GO � ,....to PLANNER/ENGINEER/SURvEYOR • g • W I I , \< d 20 -I [ ^"'� s `."or°cisep1i°w"a�e st METE no \,n t"J.7s•�a : ...... .�. woo.SF. G.I d I ELLS E.SubIOTON your W I ,". 2 ————J (!].OECD.LA CONTACT.°A.EIQAND rrcw.R.6AN.E. 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J I e OWNERSL!•TE.AND NQA PN pELE 1450•40 Naas M OS.•TIEET _— I u T PERON.WA•NWTW sw• —I— —_ I .,a\...r.C.'y,�.rtdorrimor �'••��,..+. - _ —. KM EL Nara A .. KM K 432 •TPQT - A✓y--•' ••� •^^�Cl. •�u PENrort wANxrGTw sos d — 22 µWM M r MTN L.HQ Q »TN•TIEeT T�cal w.eNMITCH saes —i I "• 4 I APPLICANT NALO I ~ I Ill eeATTLE.uNb�.G,�]N» - • ( a PLANNER/ENGINEER/SURVEYOR d � n i { 20 o c44 4.20.xe•TM A,E:NE.SU,e goo aory` s see.T•TI d Y a q. ca AG,,L4c N� t" M. ANDS T c c e s" ,,,, - ( M - ___ --- Aft, u' R� #i iI ao• 1�5 i= z.s'' I+ fi i i " l f i __ y s I NO' ' s"•a.. I l I •uvu m.wr rrArRr c»vcwnE z I/ SE 1:5TN 57 IPPIVATE DR) .4 t I�•I � , d � , • CYMGPEIE SMEWAIR NFTKA[GFPRt d/rr£R o ►. +� �Jql l �,; ,o ONSITE42'R/WSECT/ONl'-:,o/��r t�3••E 1 &�sni� � die /=�„!wWai Ses .p �� LNO SCAEO W A �+. I ❑ I 11 it rI1/ 4 I� I t J5. .o. . rt.... /^'% _ ot E u0 I! I\ :',1 \\/ r.�. d.•n /1 S.I PIC&WTMY PAY 5 5' TB' • L. �7� CIO M�.• -� ( _� -�1��..ii��r`.'I' 1.., t .� I'� Z .YYIA(TIP/ 05�� 1�� rrt_ .._ 3 ���0 IQ^1111110,1111`� . EIE MAN,/ CEMENT CONCRETE '+ V�JI /Is t 1'I P C s ow CovGRE F OEWA[ IIPPLAL CURB.GUTTER �I 0 iI 1 0 !I .r-�1t. 6 Qew MP) !B nlGr AT aR,N wA s, — 4 11.111149. III T `k OCR IP I I `=- _ERIC°AVE..N.E SECTI'ON 0 M R.;,"'m r ,,.'A [_. I4,s" ..P MO SOUS IC\ �M6 `� ���ilr�::a I. r"r. �— a�. 11 IA +5 M 4ii w O ` � .ate i rr, '� '-� .20"STORY _ _ _ kN. Ze �,AI � f _�` a TA ESYI/ 12 N P: .DE oeA o at,, ,IC1iSi.f61p SO'PR/V,IIE r tse , La,�- ACCE55 ROAD \ENE 5TN STREET �• ��..: ,irtar� t �• M,.T..-..• .4D03r. «-i��' • 'PNo SCALE ( � w �="- pr._ —— • . I //,; TRACT A I 11 1 'o PR/VATEACCESSROAD r j- V r a _ I I:N. . ..,r... I ._.' I I l.. ; BENCHMARK .BASIS OF BEARINGS o RR cm O ROM.GUMMY ON Puw ISO c DAnn NMrr4•w![043 P0.10Iwars+TO. NND YTII•M.MA•T COWI N 40 O NO.YN-3.PLAT OMM NR.1Cf DOC ATM *OWN.4*S.mR l*O44O MG q-L-e = 1� O CQtlTI.1CILD MOEICIKN O Na.4TNET.!K ^/ P4 KC.«s.11 w ALCM M eWTN tAf I rt 0•MTJ AND Wi11 AK K LPL Q•IO MGT./ _ NO.LOOS-GR'Y21 EMM LAM=DI•C N M SCALE: N i 40 SHEET OF NTewMCrION CP K OWN•T.A1O MTN AY!K FL Mlf1 MODS fE1pYl f �• ? PROJECT uuus DATUM. CITT o MM. NAw MO .02009 E. • • SW 2,/4,SES/4,SEC.20,7WP.13 N.,RGE 5 E.,W.M. AL 1201w AL o jai a u(I`f'.SSt] tp �1, LEGEND r� LEGAL D£SCR/PflON :.*r ,,MASs w e OPSEwCOMPIn Of WPM P/COPPOI PM NO n.x.. ,a 13 1 , ..w 1 SNOWY rA rm um AOWS S .w AT A 70 x oc awn Ala USE CO,Cf I I Ewa.,..,.„a I N SCALE: 1• = 30' ° .w Pfle ,aa«Y € 5 " + q � a a., 'wow.. r_y NNW w•K w .mm..OMM a °A« ...•Sw. liw 1.1 : fl t� I • .r �.ov m.wo..ru...1�m ASO OS PROPP e A� AA wwww710•1001.II WC CCOPPFX...s A M:....s,v1 MCO.�i r:�tln°�uwo.�Wc '..a rw r�Y5 " 4. 5" -�,- xR A WOOM . WC uo.:wo nmAvs • ,. .... ow OMR.IMP i I ` �y , 4 F.F.S_ BASIS OF BEARINGS ^ w" us,v v IIC WS7 SWAPS v.c.a WWI I,m v RCM ra m«vv i tl E i YYMIS �p�m o APO mim ^07 RAW v O 5 OIM v i wnvvrlwm M11 MWI Am • v vnv zer w wuc CORM rwcm""� Cr Pr w c 5. nG DATUM M. ar RPM �A w ,Aw.w.u„aYa wf 1N0«.a MP WPM. ca ROL.,..7, BENCHA/ARKS N MX CI RO o., MO•10101 NO MESS_ MOM aWPC(rrr M. " MOO PM PM .r..,,a."'S72i°8:t.C:.ian .1.7 ,1. „nw_r..s.. .".. DIP,MC w..e. ., aFCC .Aroawo1 / ROW ..�. ILLs St0(WWI n Pe a1,..r..A,PC ac 77 Of Jawal SECTIONSUBD/NS/ON O. "� ,S,Q„,,.,��w A. - - se 1/4 Ktl>w.SA .a w. 02 u.,r".,a.I r<r.r.I.w...�.w.Y. ,..." a,....e...ro. "'e • MP.Sww.w M:.wl. .'LW,Ct 5,.�,Pi 06.° ,':,w..�ro. € • I I �V IM9174+'0 150.01 n•1o.../ .. — — — — — — I emavawa w11• F.,,.n•io...i _ . • iiww ee. Z \• �_,.,�oho. • _ _ �' [roles — QC u f''vf9 FRCS Y•.�Moot • 1A51 — — — — — — — IO °' WO . Yi W0..a MfOS rI cv r I LP&O[MAPMCIIL) ?A.,I . nT51 a 0010107.SO PIOSPOODIT MP SCORN API 6 COW _NP .1s • • I ir�n.z Awwr.ur".. .o.w•vo A 'I OPCOMOVS AMOR PC OS • •M ,.AG_r .A AA,/.A.,.. V 8. a Ill 14 ram'` A ,�KIVRS SOAP U Ot' a I .a. ro,A; A u w"" "".SPO S Ib�I I x . c. _1 .� SUMAC, 6.5 Q NmQ PORK I ,Kti,.�, 1 s, w •w�w..A .rwaA.T W Zoe I1 I I 1�b I I ,u.7,, ' — —OLD 7 _ — 1--- —I C Y I we; )j1„::: ,7.._.......i �. I2 U o. .w1a VF,1R a \ W, 0r .. --1 _ 4-,oT- SI 1s ti eC isgy� N$ 1a1h` .St0'v NI/4 P1/l�/l Q 10->tM v-A ' n -- — • `f�" $ "'I :.I I tl1 el w�w wz og,,.../.lnn w010-67 _ _ _ h CI SE 125TH ST(PRIVATE DR) `�� m.e1 ; - w l PENCE p 15 1. Odd An _•ai Z,r"_uer/o•a•w t».a w•r 1O1a c e l._v_� /191120,181S�,1m.1e u1'a MC " �'" I.'I - `'°„o,`G'u SP 2 Of MASTS CM o5'i". $+ "' Eft "----— - "w�1w•°°a'1.•,.:1 us• TT- � —_—— ..,.u;o.r--= vim._ -}_r,._-_—-- *- - '-' -—-- .�- _ -t 'ir - uer .i s..n.. 4 • — 1I ' ' ET ¢F - - 0., _ ---_ -. . i1 1r 101 v.uon• ',cos goo, cnt Nt1.[i W I /0 I SHEET OF 1 1 S WIT 2 CO"2/DT LWNN'/A,.Dr PROJECT02009M SA SW 1/4,SE 1/4,SEC.10,TWP.23 N,RGE.5 E,W.M. LEGEND k SEE sRir I Ur I fPa cYwnw/A IXri e s s••••••• o V. 1 ..R. �, R� - R I i 4. is WAD W aarupxzr n mr: G • 61...i E.430 3 *• •Dj YI- am soddas N ✓ S I awaw wrsawr ` . .. :om�R YY.:.i,,,,,__vy„...v .J., rI® .,.a.r' �� a AJ,. ,., u<.n.QR.am/.R,/..u,o-um = I .I .e+ II MI a+/1 x,..>w/a s, /to-a>.m `�•y 4-,, 4R� g ,I w SE 125TH ST(PRIVATE DR),r- ■■ iil �" Le' ma cwo I Y,1 r gg - '( MICE C"n' o>p Y . MDc.fOAio"ai z.0 g I • w•"'rc°:wog ai i or �[ 8 �.—� Y a.xc./. W.:, ^ 'c."wmz7.s1 ,)o.a- i }{n_ \ MeeZO'a51•,,kl.,s u�i a.onu� 1 �r.e,s -r��3�r �� �L_.'°" .ve-_.- t ..' v asa�n ?ir ,•� " I e-44. . � 1 —. __ 3 i r T w• I .t 4.T - - woRss.earn xRln YOpR I._ 4 ,C.rUlf • T I I �t case •'a,a; a i /.. a.YW I i F r-r �r. vn o'•, y 'I ' 9 wCONC PAD u • IL.wa/ • CI $ vIlip xaa. e �= • — � ! N SCALE: 1" = 30' \O u I i w°maw Iiaa �o " I ...p u� �© s. RI /n11U0 YR pl aaa i Y I t N - t/^\ 5 I s u• .arw.,R, 7rII ::, 1 • Q J I.e rrezo•s3•w ISaa.r •,p I ,_ I _'°^ O r; • I 44 r°wa a.uG a ... a> ` I I• r Y- I I - • - _... I O �.l 12 — NE STH STREET \\- — i ..• ° •'•.eep a,.w ( '_ n \ \ s LAE M I/..SM/a.SEI".Y0. 0-23-os r ".....`af 41 II j�r w�aa Ma./ '—a r - .— OWE o r:ri.,E ..: = r Y.aa OM s ""•'.CO MK' ..«.. �� R tW xve.m�.�.:f:ci ''� ..s I i t i°sR 5 I.. y I I a ¢py 1 '� . Y , �. .1:: --''." - EN T23N R5E E 1/2 c...2 , ..„... — - ---- _ L . SE 112th Pl. .. _.._z_. w • ________, - z. • SE 113th ce 6 .... . w ----- , cn .__ r..-P>4 .— —.-1 . R-5,• .______—____-, —1 1 -------- ---- ---- -- _________. • . • . 0 6_ SE ...:4 R.----8-- . .c'cl ---R-,8 I 1 i_, _____J cl _____ _ • 0 - • c..0 -44\IE 10th 1 St. --- -----: ----------- _________.., -----1 R-L 8 f ,. SE 117th up R - SE 118th St. - v _______ . . ..... cooNTT 6 a <3 — X Z C-) '173 71 ..--i LC r4 Cx-i EI Os __ :..\79 141) 2 cg 121st St. I /- -_ ZENToN CITY'LIMITS • Cn , <4 RMI , ,•dik ' ..,,-, ._, ._, , . -- - - .-___ • --- r, 14.1F-4% n .....;. ..siter , SE 124th -- ---,I- v) cr . ..... _.._. - 4 II 6 6 6 _ --- No ic - .\) ..:: :. R7r-r-'54- - ---- IW -----F=Y8Trit - -}L11 --- 1r .. .. -_, . . ,,, R-6,._ ----1 f , - 1 L. .- 41_1 .-r-i; ICrj-4----- C°( 00 R- --- 1 L. _. i ,--- i 4. 110*--1 (3°*14 ..4.1. C I ii —FT'1-1 1 r— R8 n 40 -,..,T1 4F -lith t• 1 7" , 1 i r-- r II i 1 4 1 r , ., . .- 45 -' [. __I 1 r F6 • 15 T23N R5E E 1/2 ? ....Jr 4,. E6 'Y .C . ZONING ----Rentli Clity Lamita 1:4800 • P/B/PW TECHNICAL BMW 10 T23N R5E E 1/2 11111K 03/15/02 Nokerg 5310 ZO ICI VIAP BOOK 455: i y Ci' 1 1�' 459 �1+� a., a ti 14 s f4it 11 6 . ., •. '-L- ... ft •, ®J lU1l IN 4 .„„„„„„„,„,„..„14 ...T .. , 6T 4N Fu1 E ,, 25 T24N R4a # , . $R *Y -1�{ �At .� - -igglitil 11 R': 26T24N•5E '} 'a ff it i w ■ i \ 464 , ii,,, .___,. • ..„.„•,,_________, ,..,„,. . .,. _ • • 1 C C7 .• , ......,...„ .„„„„„„„:„. ..„... '{3,...r, �6 T24N i�4E '31 T2atJ R5E , x`• ll��l♦�r J�7 .... ����V c iiY�•..^��`n�9+_'RfF 351124N R5E v yy-- �1L,1111;1111A‘i�\ i.�xitl \ Ip p, T,..,a-,. . `43 1 .�,•t1 i1 rA�y I,� _ nil 10 �TC �file�i1� _Valli"- th•Mli .���y" : -..',�'� • `��� _, • � _►,�_ 4�� A. a:.Rt �s�i 1 1lig \ /'\✓y•!.1-11r,Y� • ,�� -. nil {r ��I► �_1 l�l>� aayw i1_l 1 t�.k= 1``,i 1�a li 'i� -M'' ' ryi�\� '' I yl \iN I1111-■ y+- . i; I?'_ III Y • J. I ` ) Y1+7, ��ullllll�ll l ti// 1 ��i0 �_� R iguni_ t3,1 ail ,1! NIIIPA: ilp k im---'--tb'-q.iiit---,'7i 41". l' ��L �Ir.� { ' j 1�� 11 :j! All *�\D"",. * tt� ►i i► -i ..►{.IY ii ,Jimill -•.. I •-- R1-li . 17 s 15T2 L5_ 1. l., ' 1 letilagrA\T ., 5 - 1 Ali.: A -; 4+� 371 81; �i�.I li i'V e •� ,i�1�•` ._' 1 � yv � £ �` "'mow, _ 1 !a ylk Ito it /f, l l lig,AI\ y i' �l• _- ► W- :► 4111111151 I � 'I 111;1-.i '�� �''- �_� 1�'••=r�•+: 22 T23N- '• 23 T23N R5EC�;: - „ 11I 11r, l M:I►1 1R►IFi/10),a 821 _ 2 1:11 Ilrr,L •• •NIIII � cCZ* ._ . 111111'_ I leel ' � ' � �� �rio :i Imo • �,► T' '';c nimp ii,:511 �_�411' �17 z'° ' lior._„: e.•• $? ! ^,,3$ 8i "I , -j . 4 • IIII . Weg ........,„ • Ara tw: ,itim..•.,1 36 3N-'' ��I T2 R5E, 3. s 3 ..5E 3N-•; I - t. Z� � � 5E 35 T23N 36 - i ! 833 L.,.....:.,.._::: _. 8 ;; ` �;,_ JJ `• ii,..74 a t1:.. �r,17 22NR4E ., 6 T2. 5 .- i 2: r 4 .E "13 T2 - 12T22NR5E -•:= ��Y $RamF.N77AI • MIXED us76+C'+ENTER RC Resource Conservation Center Neighborhood* • May include Overlay Districts.ulatio See Appendix ii • maps. For additional regulations in Overlay R-t I Residential 1 du/ao Center Suburban' Districts, please see RUC 4-3. nResidential 6 du/ao ri Canter Downtown* O.> Publicly owned n Center Office Residential ----Renton City Limits n Residential a du/ac MI Residential Manufactured H oe1 e. . . . .• COY144R Ad ..Adjacent City Limits IR-10 Residential 10 du/ac CA Commercial Arterial• Book Pages Boundary • •• R-14I Residential 14 du/ac • • Commercial Office. KROLL • n Residential Multi-Family Iat/11 n Convenience Commercial 1RM-NI Residential Multi-Family Neighborhood Center INDy,9T$IAL PAGE# e PAGE IRM-CI Residential Jiyl&t JynUyeSuburban Center I-1 Industrial - Heavy SECT/TOWN/RANGE INDEX IRM—u I Residential'Multi-Family Urban Center• Industrial - Medium 4 ^ 1 1 1 Industrial - Light CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS MEMORANDUM DATE: July 1, 2002 TO: Susan Fiala FROM: Arneta H. X7298 a/kiC SUBJECT: PIELE PLAT APPLICATION LUA 02-068 The following comments are the revised street improvement comments. The conceptual plan submitted incorrectly labeled the east west street in the middle of the plat as NE 6th St. NE 6th St is located at the north end of the plat. The mid plat street correct name is NE 5th PI. The correct street name for the right of way on the south side is NE 5th St. The review comments refer to the correct street names. Street Improvement Requirements: • Additional 35' of right-of-way shall be dedicated at the north end of the proposal for NE 6th St. • The project site shall be improved with curb, gutter, sidewalks, paving and street name signs. The project shall be required to install half street improvements on NE 5th PI with 35' of right-of-way on the east and west sides, 28' of paving and 5' sidewalks; 42' of right-of-way with 32' of paving along lots 17 and 18. • NE 5th St needs to dedicate 15' of right-of-way and widen the pavement so that there is a total 32' pavement section. The project needs to install 5' sidewalks on NE 5th St. • Ilwaco (on the north side of NE 5th PI) needs to be 35' dedicated public right-of-way, 28' paving and a 5' sidewalk. • llwaco (south side of NE 5th PI) and Jericho will both have 32' pavement section and 5' sidewalks. The applicant may submit a request in writing for a reduction in the required right-of-way to 42 feet. • Projects that are 5-20 residential lots in size are required to install street lights per City of Renton plans and specifications. • All new electrical, phone and cable services and lines must be undergrounded. The construction of these franchise utilities must be inspected and approved by a City of Renton public works inspector prior to recording the plat. • The Traffic Mitigation Fee of $12,919.50 shall be paid prior to the recording of the plat. The traffic study submitted is under review at this time. There are no other changes to my original comments. City or Kenton Department of Planning/Building/Puo,/c Works ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET REVIEWING DEPARTMENT:S�✓ c_c / 4t--u4 / COMMENTS DUE: JUNE 18, 2002 APPLICATION NO: LUA-02-068, PP, ECF DATE CIRCULATED: JUNE 6, 2002 APPLICANT: THOMAS FOSTER PROJECT MANAGER: SUSAN FIALA PROJECT TITLE: PIELE PRELIMINARY PLAT WORK ORDER NO: 78997 ITYOFn[,�tuv LOCATION: 5107, 5212, 5213, 5219 NE 5th Place R t C E I V E D SITE AREA: 194,214 SF (approx.) gross I BUILDING AREA(gross): 32,320 SF JVN 0 b 2002 SUMMARY OF PROPOSAL: The applicant is requesting Environmental (SEPA) Review and Preliminary Plat ae�pprAv I for a 22 lot subdivision of a 4.46 acre site located within the Residential -8 (R-8) zoning designation. The proposed lots artirltb GfptiiMiON eventual development of detached single family homes. Two existing residences are proposed to remain on new lots 1 and 1 Access is proposed via the extensions of public right-of-ways of NE 6th Street, Ilwaco Avenue NE and Jericho Avenue NE and a private road. A. ENVIRONMENTAL IMPACT(e.g. Non-Code)COMMENTS Element of the Probable Probable More Element of the Probable Probable More Environment Minor Major Information Environment Minor Major Information Impacts Impacts Necessary Impacts Impacts Necessary Earth Housing Air Aesthetics Water Light/Glare Plants Recreation Land/Shoreline Use Utilities Animals Transportation Environmental Health Public Services Energy/ Historic/Cultural Natural Resources Preservation Airport Environment 10,000 Feet 14,000 Feet 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 wher additional inf mation is needed to properly assess this proposal. A.,0 �v Signature o irector or Authorized Represt tive Date Routing Rev.10/93 CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS MEMORANDUM DATE: June 19,2002 TO: Susan Fiala FROM: Sonja J.Fesser SUBJECT: Piele Plat,LUA-02-068,PP Format and Legal Description Review Bob Mac Onie and I have reviewed the above referenced preliminary plat submittal and have the following comments: Preliminary Plat Submittal Comments for the Applicant: The legal descriptions appear to be satisfactory as presented,however it should be noted that the easements described therein are not, in fact,"Parcels". Said legal descriptions as noted in the First American Title Insurance Company Order No. 1827- submittal,dated May 1,2002, list the subject parcels without the duplication of parcel names("A"and "B"),that is currently shown on the preliminary plat drawing. Said duplication(and/or no parcel name at all)adds an element of confusion to said legal description block. The"Vicinity Map"and"Neighborhood Detail Map"note the county-designated street names instead of the city-designated street names. Revise as needed. Information needed for final plat approval includes the following: Note the City of Renton land use action number and land record number,LUA-XX-XXX-FP and LND-10-0399,on the drawing,preferably in the upper right-hand corner. The type size used for the land record number should be smaller than that used for the land use action number. Please note that the land use action number for the final plat will be different from the preliminary plat and is unknown as of this date. Show ties to the City of Renton Survey Control Network. The geometry will be checked when the ties have been provided. Provide plat and lot closure calculations. \H:\FILE.SYS\LND-Land Subdivision&Surveying Records\LND-10-Plats\0399\RV020617.doc I June 19,2002 Page 2 Complete City of Renton Monuments Cards,with reference points of all new right-of-way monuments set as part of the plat. Required City of Renton signatures,for plat approval, include the Administrator of Planning/Building/Public Works,the Mayor and the City Clerk. An approval block for the city's Finance Director is also required. The appropriate King County approvals need to be noted on the drawing also. All owners of the underlying subject properties need to sign the final plat document. Include notary blocks as needed. Include a dedication/certification block on the drawing. Include a statement of equipment and procedures used,per WAC 332-130-100. Indicate what has been,or is to be, set at the corners of the proposed lots. Note the date the existing monuments were visited,per WAC 332-130-150, and what was found. Remove the building setback lines. Setbacks will be determined at time of issuance of building permits. Note all easements,agreements and restrictive covenants of record on the drawing. Note discrepancies between bearings and distances of record and those measured or calculated, if any. The city will provide addresses for the proposed lots after preliminary plat approval. The addresses will need to be noted on the plat drawing. Note whether the adjoining properties are platted(give plat name and lot number)or unplatted. On the final plat submittal,remove all references to trees,utility facilities,topog lines and other items not directly impacting the subdivision. These items are provided only for preliminary plat approval. Note that if there are restrictive covenants,easements or agreements to others as part of this subdivision,they can be recorded concurrently with the plat. The plat drawing and the associated document(s)are to be given to the Project Manager as a package. The plat shall have the first recording number. The recording number(s)for the associated document(s)should be cross- referenced on the plat drawings in the appropriate location(s). An updated Plat Certificate will be required(dated within 45 days of Council action on approval of the plat). The new 26' access easement is shown for the benefit of future owners of proposed Lots 19 through 22. However, since the new lots created via this plat are under common ownership at the H:\FILE.SYS\LND-Land Subdivision&Surveying Records LND-10-Plats\0399\RV020617.doc\sjf June 19,2002 Page 3 time of recording,there can be no easement until such time as ownership of the lots is conveyed to others,together with and/or subject to specific easement rights. Add the following Declaration of Covenant language on the face of the subject drawing,ithe previous paragraph applies: DECLARATION OF COVENANT: The owners of the land embraced within this plat, in return for the benefit to accrue from this subdivision, by signing hereon covenants and agree to convey the beneficial interest in the new easement shown on the plat to any and all future purchasers of the lots, or of any subdivisions thereof This covenant shall run with the land as shown on this plat. Fee Review Comments: The Fee Review Sheet for this review of the preliminary plat is provided for your use and information. H:\FILE.SYS\LND-Land Subdivision&Surveying Records\LND-10-Plats\0399\RV020617.doc\sjf PROPERTY SERI ;S FEE REVIEW FOR SUBDIVISIC No. 2002 - 03c3 4-144-117) APPLICANT: 'PI3i=L� j�cJl- -R ;$plmIt- ) yp..t p.:R c .t- RECEIVED FROM (date) JOB ADDRESS:_ 5107, 52 12 ,5 a 13 ; 5219 }.1E JT -I.'PLANc.E.. WO# ?p3 q q 7 NATURE TURE OF WORK: �- 1 ru.je -pj Au-1=11-1 ' 'PL4 ) LND# 10 - X PRELIMINARY REVIEW O SUBDIVISION BY LONG PLAT, NEED MORE INFORMATION: LEGAL DESCRIPTION SHORT PLAT,BINDING SITE PLAN,ETC. - PH)is VICINITY MAP FINAL REVIEW OF SUBDIVISION,THIS REVIEW REPLACES " SQUARE FOOTAGE OTHER PRELIMINARY FEE REVIEW DATED FRONT FOOTAGE SUBJECT PROPERTY PARENT PID# k0?35_clot -go25.x NEW KING CO.TAX ACCT./4s)are required when -co 3 .)-gz31 assigned by King County. It is the intent of this development fee analysis to put the developer/owner on notice,that the fees quoted below may be applicable to the subject site upon development of the property. All quoted fees are potential charges that may be due and payable at the time the construction permit is issued to install the on-site and off-site improvements(i.e.underground utilities,street improvements,etc.) Triggering mechanisms for the SDC fees will be based on current City ordinances and determined by the applicable Utility Section. Please note that these fees are subject to change without notice. Final fees will be based on rates in effect at time of Building Permit/Construction Permit application. - The existing house on SP Lot// ,addressed as has not previously paid SDC fees,due to connection to City utilities prior to existance of SDC fee Ord. SP Lot# will be subject to future SDC fees if triggering mechanisms are touched within current City Ordinances. " We understand that this subdivision is in the preliminary stage and that we will have the opportunity to review it again before recordation. The following quoted fees do NOT include inspection fees, side sewer permits, r/w permit fees or the cost of water meters. SPECIAL ASSESSMENT DISTRICT PARCEL METHOD OF ASSESSMENT ASSESSMENT DISTRICTS NO. NO. ASSESSMENT UNITS OR FEE Latecomer Agreement(pvt)WATER Latecomer Agreement(pvt)WASTEWATER Latecomer Agreement(pvt)OTHER Special Assessment District/WATER •�"(" a �-mr-OLL I Fs 000� ?24.5Z X Ui4 22 ' ti,,, u=r; Special Assessment District/WASTEWATER -} I _ r — Joint Use Agreement(METRO) Local Improvement District Traffic Benefit Zones $75.00 PER TRIP,CALCULATED BY TRANSPORTATION FUTURE OBLIGATIONS ( I I SYSTEM DEVELOPMENT CHARGE-WATER - Estimated if OF UNITS/ SDC FEE " Pd Prey. - Partially Pd(Ltd Exemption) " Never Pd SQ. FTG. Single family residential$1,105/unit x _ FV/Ir." la,15E Mobile home dwelling unit$885/unit in park DrlDVlbl--1 'En"( Wa..1- 4-f Apartment,Condo$665/unit not in CD or COR zones x 1,I51'. q0 Commercial/Industrial, $0.154/sq.ft.of property(not less than$1,105.00)x Boeing,by Special Agreement/Footprint of Bldg plus 15 ft perimeter(2,800 GPM threshold) SYSTEM DEVELOPMENT CHARGE-WASTEWATER" Estimated " Pd Prey. " Partially Pd(Ltd Exemption) " Never Pd Single family residential$760/unit x 2,Z 1G,77p.po Mobile home dwelling unit$610/unit x Apartment,Condo$455/unit not in CD or COR zones x Commercial/Industrial$0.106/sq.ft.of property x(not less than$760.00) SYSTEM DEVELOPMENT CHARGE-SURFACEWATER Estimated Pd Prey. Partially Pd(Ltd Exemption) Never Pd Single family residential and mobile home dwelling unit$525/trait x 18 q,-4 50.00 All other properties$0.183sq ft of new impervious area of property x (not less than$525.00) PRELIMINARY TOTAL $ L�Lb� a) Vu� � c/13/� m o Signatt of Rwing Authority DATE N o VVVVVV Ft - *If subject property is within an LID,it is developers responsibility to check with the Finance Dept. for paid/un-paid status. - Square footage figures are taken from the King County Assessor's map and are subject to change. m 0 - Current City SDC fee charges apply to .. (J, EFFECTIVE January 4,2001 0 CITY OF RENTON MEMORANDUM DATE: June 18, 2002 TO: Susan Fiala FROM: Arneta Henninger X7298 1.A2 , SUBJECT: PIELE PLAT APPLICATION LUA 02-068 5107 NE 5TH PL I have reviewed the application for this 22 lot plat generally located in the vicinity of NE 5th St and Illwaco Ave NE in Section 10-23N-5E and have the following comments. WATER: • This site is not served by the City of Renton. The site is located in the King County Water District 90 service area. • A Certificate of Water Availability from Water District 90 will be required. • 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. If the proposed single-family structures exceed 3,600 square feet, the minimum fire flow increases to 1,500 GPM and requires two hydrants within 300 feet of the structure. The fire hydrants must meet all current City of Renton standards. Sewer Requirements: • A sanitary sewer main extension will be required to be installed by this project to serve the new lots being developed. The conceptual utility plan needs to be modified to include extending the sanitary sewer main to the north property line at Illwaco PI (as named on the submittal) and extend the main in NE 6th St approximately 160 feet west of the most easterly MH currently shown. • Dual sidesewers are not allowed. • This parcel is located in the East Renton Special Assessment District, SAD 0002. This fee is $224.52 plus interest per unit. These fees shall be paid at the time a construction permit is issued. • System Development Charges (SDC) are $760 per unit. These fees are collected at the time a construction permit is issued. Piele Plat Application June 20, 2002 Page 2 Street Improvement Requirements: • The project site shall be improved with curb, gutter, sidewalks, paving and street name 5'L �� signs. The project shall be required to install half street improvements on NE bth-St '71Y with 35' of right-of-way, 32' of paving along lots 17 and 18, 28' of paving on the east and west sides and 5' sidewalks. • NE 5th St needs to dedicate 15' of right-of-way and widen the pavement so that there is a total 32' pavement section. The project needs to install 5' sidewalks on NE 5th St. • Illwaco and Jericho will both have 32' pavement section and 5' sidewalks. The applicant may submit a request in writing for a reduction in the required right-of-way to 42 feet. • Projects that are 5-20 residential lots in size are required to install street lights per City of Renton plans and specifications. • All new electrical, phone and cable services and lines must be undergrounded. The construction of these franchise utilities must be inspected and approved by a City of Renton public works inspector prior to recording the plat. • The Traffic Mitigation Fee of $12,919.50 shall be paid prior to the recording of the plat. Storm Drainage Requirements: • A Drainage Report and a conceptual drainage plan have been submitted. The storm drainage report states that it is based on the required Level 2 Flow Control in the 1998 Manual. • The site is within the Honey Creek drainage basin. Due to the sensitivity of this creek system, we recommend additional drainage mitigation requirements through the SEPA process. Due to our concerns for possible erosion and sedimentation problems from further construction activities on the site, we recommend the following conditions for this plat (for both preliminary plat development and future building permit for the individual lots): 1. The applicant shall install a silt fence along the downslope perimeter of the area that is to be disturbed. The silt fence shall be in place before clearing and grading is initiated, and shall be constructed in conformance with the specifications presented in the King County Surface Water Design Manual. This will be required during the construction of both off-site and on-site improvements was well as building construction. 2. Shallow drainage swales shall be constructed to intercept surface water flow and route the flow away from the construction area to a stabilized discharge point. Vegetation growth shall be established in the ditch by seeding or placing sod. Depending on site Piele Plat Application [ June 20, 2002 Page 3 grades, it may be necessary to line the ditch with rock to protect the ditch from erosion and to reduce flow rates. The design and construction of drainage swales shall conform to the specifications presented the SWDM. Temporary pipe systems can also be used to convey stormwater across the site. This will be required during the construction of both off-site and on-site improvements as well as building construction. 3. The project contractor shall perform daily review and maintenance of all erosion and sedimentation control measures at the site during the construction of both off-site and on-site improvements as well as building construction. 4. Weekly reports on the status and condition of the erosion control plan with any recommendations of change or revision to maintenance schedules or installation shall be submitted by the project Engineer of record to the public works inspector for the construction of the civil improvements of the plat. Certification of the installation, maintenance and proper removal of the erosion control facilities shall be required prior to recording of the plat. • The Surface Water System Development Charges of $525 per each new lot applies to the proposed project. The Development Charges are collected as part of the construction permit. GENERAL: • All required utility, drainage and street improvements will require separate plan submittals prepared according to City of Renton drafting standards by a licensed Civil Engineer. • All plans shall be tied down to a minimum of two horizontal and vertical control in the current City of Renton Control Network. • Permit application must include an itemized cost estimate for these improvements. The fee for review and inspection of these improvement is 5% of the first $100,000 of the estimated construction costs; 4% of anything over $100,000 but less than $200,000, and 3% of anything over $200,000. Half of the fee must be paid upon application for building and construction permits, and the remainder when the permits are issued. There will be additional fees for water meters and service related expenses. See Drafting Standards. PIELEGF City of Renton Department of Planning/Building/Public Works ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET REVIEWING DEPARTMENT: 'v���t bit U COMMENTS DUE: JUNE 18, 2002 APPLICATION NO: LUA-02-068, PP, ECF DATE CIRCULATED: JUNE 6, 2002 APPLICANT: THOMAS FOSTER PROJECT MANAGER: SUSAN FIALA PROJECT TITLE: PIELE PRELIMINARY PLAT WORK ORDER NO: 78997 CITY OF RENTON LOCATION: 5107, 5212, 5213, 5219 NE 5th Place RECEIVED SITE AREA: 194,214 SF (approx.) gross BUILDING AREA(gross): 32,33 i f 0 6 SUMMARY OF PROPOSAL: The applicant is requesting Environmental (SEPA) Review and PreliminUUafryryY Plat Algal for a 22 lot subdivision of a 4.46 acre site located within the Residential -8 (R-8)zoning designation. The peppp�pa�ssA�cj,jIpqf� are intended for the eventual development of detached single family homes. Two existing residences are proposed to reritaltrdr g IQ I1 and 17. Access is proposed via the extensions of public right-of-ways of NE 6th Street, Ilwaco Avenue NE and Jericho Avenue NE and a private road. A. ENVIRONMENTAL IMPACT(e.g. Non-Code)COMMENTS Element of the Probable Probable More Element of the Probable Probable More Environment Minor Major Information Environment Minor Major Information Impacts Impacts Necessary Impacts Impacts Necessary Earth Housing Air Aesthetics Water Light/Glare Plants Recreation Land/Shoreline Use Utilities Animals Transportation Environmental Health Public Services Energy/ Historic/Cultural Natural Resources Preservation Airport Environment 10,000 Feet 14,000 Feet RECEIVED JUN 6 - 2002 CITY OF RENTON UTILITY SYSTEMS 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 Routing Rev.10/93 CITY OF RENTON ECONOMIC DEVELOPMENT NEIGHBORHOODS, AND STRATEGIC PLANNING MEMORANDUM DATE: June 12,2002 TO: Susan Fiala FROM: Rebecca Lind l.✓ STAFF CONTACT: Don Erickson SUBJECT: Piele Preliminary Plat The subject 4.46-acre site is located approximately 630 feet north of NE 4th Street and 190 feet east of Hoquiam Avenue NE. It is also irregularly shaped. The applicants are proposing a plat of 22 lots, two of which contain existing homes, which would remain. Approximately one acre (43,841 square feet) would be dedicated to streets. The subject site is designated Residential Single Family as shown the Comprehensive Plan Land Use Map. It is zoned R-8,Residential - 8 du/ac,consistent with this land use designation. Intent of the Residential Single Family Land Use Designation Objective LU-J: Protect and enhance the Residential Single Family areas, encourage re- investment and rehabilitation resulting in quality neighborhoods, improve opportunities for better public transportation, and make more efficient use of urban services and infrastructure. Relevant Comprehensive Plan Policies Policy LU-35. A minimum lot size of 4,500 square feet should be allowed in single family residential neighborhoods except when flexible development standards are used for project review. Policy LU-40.1. New plats proposed at higher densities than adjacent neighborhood developments may be modified within the allowed density range to reduce conflicts between old and new development patterns. Objective LU-M. Provide more linkages within and between neighborhoods by developing a system of residential streets which serves both vehicles and pedestrians and creates a continuous, efficient, interconnected network of roads and pathways throughout the City without unduly increasing pass through traffic. Policy LU-70. Streets, sidewalks, pedestrian or bike paths in a neighborhood development should be arranged as an interconnecting network. The extensive or predominant use of cul- de-sacs and pipestems should be discouraged for new development. Policy LU-293. Private development projects should be encouraged to orient toward the street and to encourage creativity in project design and landscaping in the abutting right-of- way. Piele Preliminary Plat 2 06/12/02 Analysis Major access to the site appears to be from NE 6th Place and Jericho Avenue NE on the east. Access will also be available from NE 5th Street on the south, which currently is a half street and is shown being widened to a full width street with curbs, gutters, and sidewalks. A private easement is proposed to provide access to four of the five lots along Illwaco Place NE. The majority of the 22 lots access off a proposed public street. In terms of street and pedestrian linkages to existing and future new development there is a question as to whether Illwaco Place NE satisfies the intent of Objective LU-M and Policy LU- 70. Consideration should be given, in staff's opinion, to extending Illwaco Place NE through Lot 22 and improving it as a half street that could later be widened as properties to the west and northwest develop in the future. This would maintain the option for improved future neighborhood interconnectivity. Likewise, a 30-foot deep by 150-foot wide strip needs to be dedicated along the northern portion of Lot #22 to allow for the future development of one half of NE 6th Street, an important east- west by-pass street. All 22 lots exceed the suggested minimum of 4,500 square feet referenced in Policy LU-35. The smallest lot is 4,640 square feet and the average of all lots is 6,666 square feet. Conclusion The proposed preliminary plat is generally consistent with the above referenced policies. There is a question about the six-lot portion north of NE 6th Street in terms of its interconnectivity with future development to the north and west. The proposed plat achieves a minimum density of 6.37 units per net acre based upon a net area of 3.45 acres. The minimum density for the R-8 Zone is five units per net acre. No adverse environmental impacts were identified for this preliminary plat. Recommendation Support the preliminary plat subject to consideration being given to the extension of Illwaco Place NE to the north through Lot 22 and it being improved as a half street, and, a 30-foot by 150-foot wide strip abutting the northern property line of Lot#22 being dedicated for the future development of southern half of NE 6th Street. This would allow for improved neighborhood interconnectivity with those properties to the north and west that are anticipated to also develop with new housing in the foreseeable future. Attachments cc: Don Erickson H:\EDNSPUnterdepartmental\Development Review\Green File\Comments\Piele Preliminary Plat.doc\d R-8 Density Worksheet Page 1 City of Renton Density Worksheet for Development in the R-8 Zone Piele Prelinary Plat Green File According to Renton's City Code, the standards for new development in the R-8 Zone require that residential densities fall within a range of 5 to 8 dwelling units per net developable acre. (Section 4-31-5.D.2) The code does not require that the lots be developed simultaneously. However, the land must be platted so as not to preclude future development at an appropriate density. 1) Total parcel size minus street r-o-ws and sensitive areas: 150373.0 square feet 2) Net Acreage(line 1 divided by 43560): 3.45 acres dwelling units net density 3) Maximum and minimum allowed dwelling units Max. 27 7.82 and respective net densities: Min. 18 5.21 4) 150373.00 sq ft and 22 dwelling units result in a density of 6.37 d.u./acre. Deductions from gross area: Streets @ 43,841 sq. ft. H:\DIVISION.S\DEVELOPSER\DEV&PLAN.ING\DENCALC.XLS City of Renton Department of Planning/Building/Public Vvoi Ks ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET REVIEWING DEPARTMENT: LOr0vv- %L Of COMMENTS DUE: JUNE 18, 2002 APPLICATION NO: LUA-02-068, PP, ECF DATE CIRCULATED: JUNE 6, 2002 REC�EV�D APPLICANT: THOMAS FOSTER PROJECT MANAGER: SUSAN FIALA PROJECT TITLE: PIELE PRELIMINARY PLAT WORK ORDER NO: 78997 JUN 6 2002 LOCATION: 5107, 5212, 5213, 5219 NE 5th Place ECONOMIC D VELnati+cna, rytwHdURHOODS, SITE AREA: 194,214 SF (approx.) gross BUILDING AREA(gross): 32,320 SF AND STRATEGIC PLANNING SUMMARY OF PROPOSAL: The applicant is requesting Environmental (SEPA) Review and Preliminary Plat approval for a 22 lot subdivision of a 4.46 acre site located within the Residential -8 (R-8)zoning designation. The proposed lots are intended for the eventual development of detached single family homes. Two existing residences are proposed to remain on new lots 1 and 17. Access is proposed via the extensions of public right-of-ways of NE 6th Street, Ilwaco Avenue NE and Jericho Avenue NE and a private road. A. ENVIRONMENTAL IMPACT(e.g. Non-Code)COMMENTS Element of the Probable Probable More Element of the Probable Probable More Environment Minor Major Information Environment Minor Major Information Impacts Impacts Necessary Impacts Impacts Necessary Earth Housing Air Aesthetics Water Light/Glare Plants Recreation Land/Shoreline Use Utilities Animals Transportation Environmental Health Public Services Energy/ Historic/Cultural Natural Resources Preservation Airport Environment 10,000 Feet 14,000 Feet 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 Routing Rev.10/93 611 City of Renton Department of Planning/Building/Public Works ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET REVIEWING DEPARTMENT: �C �� COMMENTS DUE: JUNE 18, 2002 APPLICATION NO: LUA-02-068, PP, ECF DATE CIRCULATED: JUNE 6, 2002 APPLICANT: THOMAS FOSTER PROJECT MANAGER: SUSAN FIALA PROJECT TITLE: PIELE PRELIMINARY PLAT WORK ORDER NO: 78997 LOCATION: 5107, 5212, 5213, 5219 NE 5th Place SITE AREA: 194,214 SF(approx.) gross BUILDING AREA(gross): 32,320 SF SUMMARY OF PROPOSAL: The applicant is requesting Environmental (SEPA) Review and Preliminary Plat approval for a 22 lot subdivision of a 4.46 acre site located within the Residential- 8 (R-8) zoning designation. The proposed lots are intended for the eventual development of detached single family homes. Two existing residences are proposed to remain on new lots 1 and 17. Access is proposed via the extensions of public right-of-ways of NE 6th Street, Ilwaco Avenue NE and Jericho Avenue NE and a private road. A. ENVIRONMENTAL IMPACT(e.g. Non-Code)COMMENTS Element of the Probable Probable More Element of the Probable Probable More Environment Minor Major Information Environment Minor Major Information Impacts Impacts Necessary Impacts Impacts Necessary Earth Housing Air Aesthetics Water _ Light/Glare Plants _ Recreation Land/Shoreline Use Utilities Animals _ Transportation Environmental Health Public Services Energy/ Historic/Cultural Natural Resources Preservation Airport Environment 10,000 Feet 14,000 Feet 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 Routing Rev.10/93 City of Department of Planning/Building/Public vvutKS ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET REVIEWING DEPARTMENT: t-- VAR v\ COMMENTS DUE: JUNE 18, 2002 APPLICATION NO: LUA-02-068, PP, ECF DATE CIRCULATED: JUNE 6, 2002 APPLICANT: THOMAS FOSTER PROJECT MANAGER: SUSAN FIALA PROJECT TITLE: PIELE PRELIMINARY PLAT WORK ORDER NO: 78997 LOCATION: 5107, 5212, 5213, 5219 NE 5th Place SITE AREA: 194,214 SF(approx.)gross BUILDING AREA (gross): 32,320 SF SUMMARY OF PROPOSAL: The applicant is requesting Environmental (SEPA) Review and Preliminary Plat approval for a 22 lot subdivision of a 4.46 acre site located within the Residential -8(R-8)zoning designation. The proposed lots are intended for the eventual development of detached single family homes. Two existing residences are proposed to remain on new lots 1 and 17. Access is proposed via the extensions of public right-of-ways of NE 6th Street, Ilwaco Avenue NE and Jericho Avenue NE and a private road. A. ENVIRONMENTAL IMPACT(e.g. Non-Code)COMMENTS Element of the Probable Probable More Element of the Probable Probable More Environment Minor Major Information Environment Minor Major Information Impacts Impacts Necessary Impacts Impacts Necessary Earth Housing Air Aesthetics Water Light/Glare Plants Recreation Land/Shoreline Use Utilities Animals Transportation Environmental Health Public Services Energy/ Historic/Cultural Natural Resources Preservation Airport Environment 10,000 Feet 14,000 Feet B. POLICY-RELATED COMMENTS C. CODE-RELATED COMMENTS �v2 Q CA,LSG�'� 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. ('11-' 6/71/4.Z Signature of Director or Authorized Representative Date Routing Rev.10/93 • �`“ o CITY OF RENTON z; FIRE PREVENTION BUREAU MEMORANDUM �N.rO DATE: June 7, 2002 TO: Susan Fiala, Senior Planner FROM: Corey Thomas, Plans Review Inspector SUBJECT: Comments for Piele Preliminary Plat Environmental Impact Comments: 1 . The fire mitigation fees are applicable at the rate of $488 per lot. This fee is payable prior to recording of the plat. Credit will be given for the two existing homes to remain. Code-Related Comments: 1 , The minimum fire flow required is 1,000 gpm for dwellings up to 3,600 square feet in area. One fire hydrant is required within 300-feet of the structures. For dwellings over 3,600 square feet minimum fire flow is 1,500 gpm and a minimum of two fire hydrants within 300-feet is required. 2. A minimum of two approved access roads are required. Northeast 6th Street shall be extended to Hoquiam Avenue Northeast. If full width road (32-feet) is not constructed, one side of road shall be marked no parking. Private streets shall be marked as required for fire lanes. CT:ct piele ,�rCY Proposed Mitigation Measures: I. The applicant will be required to pay the appropriate Transportation Mitigation Fee. vp 2. The applicant will be required to pay the appropriate Fire Mitigation Fee. �NT 3. The applicant will be required to pay the appropriate Parks Mitigation Fee, NOTICE OF APPLICATION AND PROPOSED DETERMINATION OF NON- Comments on the above application mast be submitted In writing to Ms.Susan Fiala,Senior Planner, Development Services Division,1055 South Grady Way,Renton,WA 98055,by 5:00 PM on June 18,2002. This SIGNIFICANCE, MITIGATED (DNS-M) matter Is also 5cheuledfor a ppudic hearing Renton. on(iggust 6,2004,at9:00 AM,Council Chambers.Seventh Floor,Renton InCity Hail, you are Interested attending contact the Development Services Division,(425)430-7282.to ensure that the hearing hes not been rescheduled. If comments cannot be submitted In willing by the date indicated above,you may still appear at the hearing and present your comments on the proposal before the Hearing Examiner. It you have questions about this proposal.or wish to be made a party of record and receive additional information by mail,please contact the project manager. Anyone who submits written comments DATE: June 4,2002 will automatically become a party of record and will be notified of any decision on this project, LAND USE NUMBER: LUA-02-088,PP,ECF APPLICATION NAME: PIELE PRELIMINARY PLAT CONTACT PERSON: SUSAN FIALA(425)438.7382 PROJECT DESCRIPTION: The applicant Is requesting Environmental(SEPA)Review and Preliminary PLEASE INCLUDE THE PROJECT NUMBER WHEN CALLING FOR PROPER FILE IDENTIFICATION Plat approval for s 22 lot subdivision of■4,48 acre she located within the Residential-8(R-e)zoning - . - — -, designation. The proposed lots are Intended for the eventual development of detached single family homes. Two wasting residences are proposed to remain on new lots I and 17.Access Is proposed via the extensions of ••• ••••••••ppppppppp� ,{f"y��1RC•i 1a�R � ' -- public right-of-ways of NE 8th Street,Ilwaco Avenue NE and Jericho Avenue NE ands private road.The :• f�Cf1�I � ell pr property i.,. • • 'tom• A n nn Is located at 5107,5212,5213 and 5219 NE 5th Place In Renton. f�e)dkt ..,yp�Q -1 ."4,_R I�R/ R L -- PROJECT LOCATION: 5107,5212,5213,5219 NE 5•'Place �IAGm"- 'Aceerrt YY�1`� vilUi °eRRRIt(—• a�b'oK .,,I1n11l� OPTIONAL DETERMINATION OF NON-SIGNIFICANCE,MITIGATED(DNS-M): As the Lead Agency,he City of ,al`ty�.¢ G4 a - '; Renton has determined that significant environmental impacts are unlikely to result from the proposed project.Therefore, � y j, t I ' • • e as permitted under the RCW 43.21C.110,the City of Rental Is using the Optional DNS(M)process to give notice that a '.el/(:.2�r* 1 _ DNS-M Is likely to be Issued. Comment periods for the project and the proposed DNS-M ere Integrated into a single •ditARYA . I 1 ogre g C il comment period. There will be no comment period following the Issuance of he Threshold Determination of Non- IT O`. �.+� . -a Significance Mitigated(DNS-M).A 14-day appeal period will follow the issuance of the DNS-M. -YI1r��8wa7l��: .="i � f '. ��.q r+rt-� II� 2 Kura as. C / PERMIT APPLICATION DATE: May 30,2002 uN(lid 4�F"}, rev If, V f i ��'• ��Gl NOTICE OF COMPLETE APPLICATION: June 4,2002 ttte' J )��r7!/�I'%�t'ri� Permits/Review Requested: Environmental(SEPA)Review,Preliminary Plat Review ! eeTTjj7774L�C1 _ Other Permits which may be required: Building,Construction and Fire Permits F,,;CC:iCS;�,L_ it 777777i` , , ,..I Requested SWdiea: Env4enmentsl(SEPA)ChedcOst,Deinepe Report '[IA T);" ` LOcetlon where application may - i -li: (, be reviewed: Plant South ldingrpublic Works Division,Development Services Department, •e • 40 T p 1. • fly r f 1055 South Grady Way,Renton,WA 98055 t, 1L. , I RIy` PUBLIC HEARING: Public hearing tentatively scheduled for August 6,2004 before he Renton .. s. 1 ,Y R b. r „1;1,1 _ Hearing Examiner In Renton Council Chambers. Hearings begin at 9:00 AM on so as . the 7th Boor of the new Renton City Hall located at 1055 Grady Way South. 1- • CONSISTENCY OVERVIEW: �, •6 I • a 711�T74� - 11101111 .1.__.._I C1:3 Land Use/Zoning: The subject site Is designated Residential Single Family on the City of Renton ! ® � {■,� 'e Comprehensive Plan Land Use Map end Residential-8 dwelling units per acre !Mil ar�I��F•• IgNiIv:;••Lj;(, (R-8)on the City's Zoning Map,These designations encourage and permit single family residential development at net densities of 5.0 to 8.0 du/ac.The proposed ' for 22 single family lots on the 4.46 acre site would result In a net density of If you would like to be made a party of record to receive further Information on this project,complete approximately 6.76 dlandac.The proposed subdivision is consistent with both land proposed use designations, this lone end real WA m to:City of Renton,Development Planning,1055 So.Grady Way,Renton,WA 98055. File NoJNeme:LUA-02.088,PP,ECF I Plele Preliminary PIa1 Environmental Documents that Evaluate the Propoeed Project: SEPA Uteddist NAME: Development Regulations ADDRESS: Used For Project Mitigation: The project will be subject to he City's SEPA Ordinance,Zoning Code,Public Works Standards,Subdivision Regulations,Uniform Building Code,Uniform Fire TELEPHONE Na: Code and other applicable codes and regulations as appropriate. NMeoc NO.. MARILYN KAMCHEFF NOTARY PUBLIC STATE OF WASHINGTON CERTIFICATION COMMISSION EXPIRES JUNE 29, 2003 I, E E . C ,kV)OA ,hereby certify that 3 copies of the above document were posted b- ?cmOZ�uous places on or nearby the described property on 1 • Signed: 72),°Vty, l"C�/im G/cs� ATTEST: Subscribed a worn efore me,a Notary Public,in and for e to of Washington residing in AY 1 ,on the ta0`fii day of rL(i71..,2 f:D O a- MARILYN KAMCHEFF MY APPOINTMENT EXPIRES:6-29-03 CITY OF RENTON DEVELOPMENT SERVICES DIVISION LIST OF SURROUNDING PROPERTY OWNERS within 300 feet of the subject site PROJECT NAME: Piele Parcel APPLICATION NO: L1411 - 02--O&B 1 PP, EL I The following is a list of property owners within 300 feet of the subject site. The Development Services Division will notify these individuals of the proposed development. NAME ADDRESS ASSESSOR'S PARCEL NUMBER ** PLEASE SH;h, ATTACHED ** DEVE.OPMeNr; r CITY OF RE 9-Ohi MHO (Attach additional sheets, if necessary) (Continued) NAME ADDRESS ASSESSOR'S PARCEL NUMBER ,,' ,,,� f _ (Applicant Certification 1, -f • 'h' ,1� ( �' , hereby certify that the abo y (Print Name) LAU'iE K. :A"`( ' ` owners and their addresses were obtained from: NGTARY PUBLIC ;Title Company Records STATE OF WASHINGTON King County Assessors Records COMM�ISY SON Et��IRES Si Date OS ` 2' (Applicant) NOTARY ATTESTED: S bscribed and sw m before me, a Notary Public, in and for the State of Washington, residing at Signed on the ��r� day of , 20 D,2...., sl Signed >� � K. (Notary Public) Citvof Renton Use**::ii.4.i.::;:-P---.:::.1!!!!'-!..:•:Z.-:.: ..:,:..'aZ;.:1.i.::;..ti:i:;-:iiiiii.::ii:iiiii::.i:ii :-Rili:::,.:ii'l.!1:.i.::i!i...:i',..lig.iil:ill-iiiiiii.giliili''...iiiiNiiiiiiii.!$iiiiiigill7t1:.%.!.:*" CERTIFICATION OE MA1 1 1, dr` a , hereby certify that notices of the prIt8led to COM I SIO EXPI RES ( )"mployee� ii» each listed property owner onr � ! ,J? N , 3: f - J• Signe �- :. ••• • Date �� ' �.�. NOTARY;:.. ATT ST Subscribed and sworn before mee a Notary P blic, in and for the State of Washington residing a on thet 'l' day of •-K. ,20O . Signed , .. iistprop.doe MARILYN KAMCHEFF REV 03/00 MY APPOINTMENT EXPIRES:6-2943 2 ' # 1 * MetroScan / King * Owner :Forgaard Cleo J Parcel # :084710 0015 08 Site :Se 128Th 144Th Ave Se Sale Date :08/10/1987 Mail :678 Sunset Blvd NE Renton Wa 98056 Sale Price . Use :309 Vacant,Commercial Asd.V :$214, 600 Lgl :LOT 2 BLACK LOAM FIVE-ACRE TRS W Q:NE S: 15 T:23N R:05E Bedrm: Bth F3H: / / Stories : BldgSF: Ac: .99 YB: Ph:425-255-2923 # 2 * MetroScan / King * Owner :Forgaard Cleo J Parcel # :084710 0016 07 Site :5325 NE 4Th St Renton 98059 Sale Date :08/10/1987 Mail :678 Sunset Blvd NE Renton Wa 98056 Sale Price . Use :101 Com,Retail Store Asd.V :$233,400 Lgl :LOT 2 BLACK LOAM FIVE-ACRE TRS W Q:NE S:15 T:23N R:05E Bedrm: Bth F3H: / / Stories:1 BldgSF:3,498 Ac: .68 YB: 1947 Ph:425-255-2923 # 3 * MetroScan / King : * Owner :Hand Scott E Parcel # :102305 9013 02 Site :14225 SE 125Th St Renton 98059 Sale Date :08/31/1998 Mail :5107 NE 5Th P1 Renton Wa 98059 Sale Price :$159, 950 Full Use :008 Res,Mobile Home Asd.V :$138, 000 Lgl :STR 102305 TAXLOT 13 LOT 1 REVISED Q:SE S:10 T:23N R:05E Bedrm: Bth F3H: / / Stories: BldgSF: Ac: .69 YB: Ph: # 4 * MetroScan / King : * Owner :Madison J J & J A Parcel # :102305 9015 00 Site :569 Hoquiam Ave NE Renton 98059 Sale Date . Mail :569 Hoquiam Ave NE Renton Wa 98059 Sale Price . Use :002 Res,Single Family Residence Asd.V :$282, 000 Lgl :STR 102305 TAXLOT 15 N 97 .39 FT OF Q:SE S:10 T:23N R:05E Bedrm:4 Bth F3H:2/ /1 Stories :2 BldgSF:2,730 Ac: .39 YB:1938 Ph: # 5 * MetroScan / King : * Owner :Shamrock Highlands Llc Parcel # :102305 9022 01 Site :12227 148Th Ave SE Renton 98059 Sale Date :10/09/2001 Mail :9720 NE 120Th P1 #100 Kirkland Wa 98034 Sale Price :$2, 600, 000 Use :002 Res,Single Family Residence Asd.V :$301, 000 Lgl :STR 102305 TAXLOT 22 S 1/2 OF N Q:SE S:10 T:23N R:05E Bedrm:4 Bth F3H:1/ / Stories :1.5 BldgSF:2, 170 Ac:4 . 89 YB:1930 Ph: # 6 * MetroScan / King : * Owner :Piele Leonard L Parcel # :102305 9025 08 Site :5213 NE 5Th P1 Renton 98059 Sale Date . Mail :5312 NE 5Th P1 Renton Wa 98055 Sale Price . Use :002 Res,Single Family Residence Asd.V :$290, 000 Lgl :STR 102305 TAXLOT 25 PP ACT Q:SE S:10 T:23N R:05E Bedrm:3 Bth F3H:2/ / Stories:1 BldgSF:2, 070 Ac:1.00 YB:1983 Ph: # 7 * MetroScan / King : * Owner :Fifer Ruth L Lvng Trst Parcel # :102305 9033 08* Site :14325 SE 125Th St Renton 98059 Sale Date :07/06/1995 Mail :5219 NE 5Th P1 Renton Wa 98059 Sale Price . Use :002 Res,Single Family Residence Asd.V :$137, 887 Lgl :STR 102305 TAXLOT 33 PP ACT Q:SE S:10 T:23N R:05E Bedrm: Bth F3H: / / Stories: BldgSF: Ac:1.36 YB: Ph: # 8 * : MetroScan / King : * Owner :Foster Thomas C/Maryl C;+ Parcel # :102305 9035 06 Site :14328 SE 128Th St Renton 98059 Sale Date :05/10/2001 Mail :20840 SE 118Th St Issaquah Wa 98027 Sale Price :$951, 554 Use :002 Res,Single Family Residence Asd.V :$163, 000 Lgl :STR 102305 TAXLOT 35 PP ACT Q:SE S:10 T:23N R:05E Bedrm: Bth F3H: / / Stories: BldgSF: Ac:4 .50 YB: Ph:425-271-0475 # 9 * : MetroScan / King : * Owner :Reid Bennie J & Barbara J Parcel # :102305 9041 08 Site :5318 NE 4Th St Renton 98059 Sale Date :07/13/1989 Mail :5318 NE 4Th St Renton Wa 98059 Sale Price :$137, 000 Use :002 Res,Single Family Residence Asd.V :$290, 000 Lgl :STR 102305 TAXLOT 41 E 1/2 OF W Q:SE S:10 T:23N R:05E Bedrm:5 Bth F3H:2/ / Stories:1.5 BldgSF:2,330 Ac:2 .21 YB:1944 Ph:425-255-7490 Information compiled from various sources.Real Estate Solutions makes no representations _....._....__.:__,....,..u.. ,,,.,,.,tozonacc ofinfnrnwtion contained in this report. # 10 * MetroScan / King * Owner :Shamrock Highlands Llc Parcel # :102305 9042 07 Site :12415 148Th Ave SE Renton 98059 Sale Date :10/09/2001 Mail :1501 4Th Ave #1610 Seattle Wa 98101 Sale Price :$2, 600, 000 Use :002 Res,Single Family Residence Asd.V :$329, 000 Lgl :STR 102305 TAXLOT 42 N 1/2 OF NW Q:SE S:10 T:23N R:05E Bedrm:2 Bth F3H:1/ / Stories:1 BldgSF:910 Ac:5.25 YB:1945 Ph: ## 11 * MetroScan / King * Owner :Shamrock Highlands Llc Parcel # :102305 9042 07 Site :12415 148Th Ave SE Renton 98059 Sale Date :10/09/2001 Mail :1501 4Th Ave #1610 Seattle Wa 98101 Sale Price :$2, 600, 000 Use :002 Res,Single Family Residence Asd.V :$329, 000 Lgl :STR 102305 TAXLOT 42 N 1/2 OF NW Q:SE S:10 T:23N R:05E Bedrm:3 Bth F3H:1/ / Stories :1 BldgSF:1,250 Ac:5 .25 YB:1938 Ph: # 12 * MetroScan / King : * Owner :Moore Monte D & Karen L Parcel # :102305 9049 00 Site :12226 142Nd Ave SE Renton 98059 Sale Date :12/29/1988 Mail :12226 142Nd Ave SE Renton Wa 98059 Sale Price . Use :002 Res,Single Family Residence Asd.V :$571, 000 Lgl :STR 102305 TAXLOT 49 POR OF SE 1/4 Q:SE S:10 T:23N R:05E Bedrm:2 Bth F3H:2/ / Stories:1.5 B1dgSF:2, 350 Ac:4 .56 YB:1943 Ph:425-226-3034 # 13 * MetroScan / King : * Owner :Lai Man-Ling Parcel # :102305 9069 05 Site :*No Site Address* Sale Date :06/23/1999 Mail :12841 Lunada P1 San Diego Ca 92128 Sale Price :$80, 000 Use :300 Vacant,Residential Asd.V :$116, 000 Lgl :STR 102305 TAXLOT 69 S 1/2 OF NW Q:SE S:10 T:23N R:05E Bedrm: Bth F3H: / / Stories: B1dgSF: Ac:2 .98 YB: Ph:858-565-0324 # 14 * MetroScan / King : * Owner :Steger Robert C Parcel # :102305 9096 02 Site :11220 137Th Ave SE Renton 98059 Sale Date . Mail :11220 137Th Ave SE Renton Wa 98059 Sale Price . Use :002 Res,Single Family Residence Asd.V :$160, 000 Lgl :STR 102305 TAXLOT 96 NE 1/4 OF NW Q:NW S:10 T:23N R:05E Bedrm:2 Bth F3H:1/ / Stories:1 B1dgSF:1, 110 Ac: .65 YB:1952 Ph:425-226-4033 # 15 * : MetroScan / King : * Owner :Byersdorfer Deborah Phelps Parcel # :102305 9103 03 Site :5300 NE 4Th St Renton 98059 Sale Date . Mail :22651 SE 56Th St Issaquah Wa 98029 Sale Price . Use :002 Res,Single Family Residence Asd.V :$151, 000 Lgl :STR 102305 TAXLOT 103 LOT 1 OF KC Q:SE S:10 T:23N R:05E Bedrm:2 Bth F3H:1/ / Stories:1 BldgSF:1, 920 Ac: .36 YB:1943 Ph:425-391-1119 # 16 * MetroScan / King : * Owner :Dykeman Robert E Parcel # :102305 9123 09 Site :14029 SE 124Th St Renton 98059 Sale Date :05/22/1991 Mail :4925 NE 6Th St Renton Wa 98059 Sale Price :$102, 500 Use :300 Vacant,Residential Asd.V :$147, 000 Lgl :STR 102305 TAXLOT 123 LOT 1 OF KC Q:SE S:10 T:23N R:05E Bedrm: Bth F3H: / / Stories: BldgSF: Ac:2 .83 YB: Ph: # 17 * : MetroScan / King : * Owner :Byersdorfer Deborah Phelps Parcel # :102305 9142 06 Site :5308 NE 4Th St Renton 98059 Sale Date . Mail :22651 SE 56Th St Issaquah Wa 98029 Sale Price . Use :002 Res,Single Family Residence Asd.V :$224, 000 Lgl :STR 102305 TAXLOT 142 LOT 2 OF KC Q:SE S:10 T:23N R:05E Bedrm:4 Bth F3H:1/1 / Stories:1 BldgSF:1, 700 Ac:1.95 YB:1953 Ph:425-391-1119 # 18 * MetroScan / King : * Owner :Blaylock Ida Parcel # :102305 9160 03 Site :473 Hoquiam Ave NE Renton 98059 Sale Date . Mail :3204 S 292Nd St Auburn Wa 98001 Sale Price . Use :003 Res,Duplex Asd.V :$180, 000 Lgl :STR 102305 TAXLOT 160 N 95 FT OF E Q:SE S:10 T:23N R:05E Bedrm:4 Bth F3H:2/ / Stories:1 B1dgSF:2,140 Ac: .33 YB:1958 Ph:253-946-0949 Information compiled from various sources.Real Estate Solutions makes no representations # 19 * MetroScan / King * Owner :Owczarzak Anthony D/Ginger Parcel # :102305 9161 02 Site :461 Hoquiam Ave NE Renton 98059 Sale Date :11/07/2000 Mail :465 Hoquiam Ave NE Renton Wa 98059 Sale Price . Use :002 Res,Single Family Residence Asd.V :$200, 000 Lgl :STR 102305 TAXLOT 161 PARCEL B OF Q:SE S:10 T:23N R:05E Bedrm:4 Bth F3H:1/1 / Stories:1 BldgSF:2, 350 Ac: .30 YB:1958 Ph: # 20 * MetroScan / King : * Owner :Matthai Delores Parcel # :102305 9185 04 Site :*No Site Address* Sale Date :07/01/1983 Mail :16130 SE Cedar Mountain P1 Renton Wa 98058 Sale Price :$54, 936 Use :300 Vacant,Residential Asd.V :$63, 000 Lgl :STR 102305 TAXLOT 185 W 1/2 OF POR Q:SE S:10 T:23N R:05E Bedrm: Bth F3H: / / Stories : BldgSF: Ac: .19 YB: Ph: ,08 # 21 * MetroScan / King * Owner :Foster Thomas C/Maryl C;+ Parcel # :102305 9167 06 Site :5200 NE 4Th St Renton 98059 Sale Date :05/10/2001 Mail :20840 SE 118Th St Issaquah Wa 98027 Sale Price :$951,554 Use :300 Vacant,Residential Asd.V :$63, 000 Lgl :STR 102305 TAXLOT 167 E 90 FT OF W Q:SE S:10 T:23N R:05E Bedrm: Bth F3H: / / Stories: BldgSF: Ac: .27 YB: Ph:425-271-0475 # 22 * MetroScan / King * Owner :Johnson James C/Yuko T Parcel # :102305 9177 04 Site :519 Hoquiam Ave NE Renton 98059 Sale Date :08/29/1995 Mail :519 Hoquiam Ave NE Renton Wa 98059 Sale Price :$179, 950 Full Use :002 Res,Single Family Residence Asd.V :$194, 000 Lgl :STR 102305 TAXLOT 177 TRACT A OF Q:SE S:10 T:23N R:05E Bedrm:4 Bth F3H:1/1 / Stories:1 B1dgSF:2,100 Ac: .37 YB:1963 Ph: # 23 * MetroScan / King * Owner :Haworth Casey D Parcel # :102305 9179 02 Site :12220 142Nd Ave SE Renton 98059 Sale Date . Mail :4108 NE 9Th P1 Renton Wa 98059 Sale Price . Use :002 Res,Single Family Residence Asd.V :$325, 000 Lgl :STR 102305 TAXLOT 179 POR OF SE Q:SE S:10 T:23N R:05E Bedrm:5 Bth F3H:2/ /1 Stories:1 B1dgSF:2, 940 Ac:3 .32 YB:1964 Ph: # 24 * MetroScan / King : * Owner :Sudduth Jonet M Parcel # :102305 9184 05 Site :12260 142Nd Ave SE Renton 98059 Sale Date :07/29/1991 Mail :12260 142Nd Ave SE Renton Wa 98059 Sale Price . Use :002 Res,Single Family Residence Asd.V :$123, 000 Lgl :STR 102305 TAXLOT 184 S 80 FT OF W Q:SE S:10 T:23N R:05E Bedrm:2 Bth F3H:1/ / Stories :1 BldgSF:770 Ac: .28 YB: 1959 Ph:360-829-0958 # 25 * MetroScan / King : * Owner :Chase Larry & Joanne Parcel # :102305 9186 03 Site :558 Hoquiam Ave NE Renton 98059 Sale Date :12/31/1987 Mail :20825 State Route 410 E Bonney Lake Wa 98390 Sale Price :$69, 000 Use :002 Res,Single Family Residence Asd.V :$170, 000 Lgl :STR 102305 TAXLOT 186 W 165 FT OF Q:SE S:10 T:23N R:05E Bedrm:3 Bth F3H:1/ / Stories:1 BldgSF:1,530 Ac: .22 YB:1960 Ph:253-862-7509 # 26 * MetroScan / King : * Owner :Peters Carole J Parcel # :102305 9190 07 Site :568 Hoquiam Ave NE Renton 98059 Sale Date . Mail :26815 166Th P1 SE Covington Wa 98042 Sale Price . Use :002 Res,Single Family Residence Asd.V :$158, 000 Lgl :STR 102305 TAXLOT 190 BEG AT PT S Q:SE S:10 T:23N R:05E Bedrm:3 Bth F3H:1/ /1 Stories:1 BldgSF:1, 160 Ac: .23 YB:1959 Ph:253-638-1132 # 27 * MetroScan / King : * Owner :Marquart Annabell Parcel # :102305 9196 01 Site :12254 142Nd Ave SE Renton 98059 Sale Date . Mail :12254 142Nd Ave SE Renton Wa 98059 Sale Price . Use :002 Res,Single Family Residence Asd.V :$117, 500 Lgl :STR 102305 TAXLOT 196 S 1/3 OF Q:SE S:10 T:23N R:05E Bedrm:3 Bth F3H:1/ / Stories:1 BldgSF: 1, 850 Ac: .26 YB:1965 Ph: Information compiled from various sources.Real Estate Solutions makes no representations # 28 * : MetroScan / King : * Owner :Doyea Vincent D & Janet L Parcel # :102305 9212 01 Site :553 Hoquiam Ave NE Renton 98059 Sale Date . Mail :553 Hoquiam Ave NE Renton Wa 98059 Sale Price . Use :002 Res,Single Family Residence Asd.V :$108, 300 Lgl :STR 102305 TAXLOT 212 E 1/2 OF Q:SE S:10 T:23N R:05E Bedrm:3 Bth F3H:1/ /1 Stories:1 B1dgSF:1,240 Ac: .33 YB:1961 Ph: # 29 * MetroScan / King : * Owner :Meade John W & Jennie E Parcel # :102305 9217 06 Site :565 Hoquiam Ave NE Renton 98059 Sale Date :02/25/1997 Mail :48869 Andorra St Indio Ca 92201 Sale Price . Use :002 Res,Single Family Residence Asd.V :$158, 000 Lgl :STR 102305 TAXLOT 217 E 206.01 FT Q:SE S:10 T:23N R:05E Bedrm:3 Bth F3H:1/ / Stories:1 BldgSF:980 Ac: .27 YB:1960 Ph:760-564-2314 # 30 * MetroScan / King : * Owner :Marx Robert P & Lynn J Parcel # :102305 9221 00 Site :12248 142Nd Ave SE Renton 98059 Sale Date :01/25/1985 Mail :12248 142Nd Ave SE Renton Wa 98059 Sale Price :$58, 950 Use :002 Res,Single Family Residence Asd.V :$157, 000 Lgl :STR 102305 TAXLOT 221 S 1/2 OF N Q:SE S:10 T:23N R:05E Bedrm:3 Bth F3H:1/ / Stories:1 BldgSF:1, 140 Ac: .25 YB:1960 Ph:425-228-3436 # 31 * MetroScan / King : * Owner :Moore Monte D & Karen L Parcel # :102305 9222 09 Site :12240 142Nd Ave SE Renton 98059 Sale Date :10/09/1991 Mail :12226 142Nd Ave SE Renton Wa 98059 Sale Price . Use :002 Res,Single Family Residence Asd.V :$163, 000 Lgl :STR 102305 TAXLOT 222 N 1/3 OF Q:SE S:10 T:23N R:05E Bedrm:3 Bth F3H:1/ /1 Stories:1 BldgSF:1,200 Ac: .25 YB:1959 Ph:425-226-3034 # 32 * MetroScan / King : * Owner :Mead Henry L Parcel # :102305 9230 09 Site :*No Site Address* Sale Date :10/25/1985 Mail :12424 142Nd Ave SE Renton Wa 98059 Sale Price . Use :300 Vacant,Residential Asd.V :$104, 000 Lgl :STR 102305 TAXLOT 230 E 1/2 OF W Q:SE S:10 T:23N R:05E Bedrm: Bth F3H: / / Stories: BldgSF: Ac:1.34 YB: Ph: # 33 * MetroScan / King : * Owner :Piele Leonard/Brenda Parcel # :102305 9231 08 Site :5212 NE 5Th P1 Renton 98059 Sale Date :12/18/1998 Mail :5212 NE 5Th P1 Renton Wa 98059 Sale Price :$98, 000 Full Use :002 Res,Single Family Residence Asd.V :$219, 000 Lgl :STR 102305 TAXLOT 231 E 150 FT OF Q:SE S:10 T:23N R:05E Bedrm:3 Bth F3H:1/ / Stories:1 B1dgSF:1, 000 Ac:1. 15 YB: 1961 Ph: # 34 * MetroScan / King : * Owner :Hale David Michael Parcel # :102305 9254 00 Site :524 Hoquiam Ave NE Renton 98059 Sale Date :10/06/1998 Mail :524 Hoquiam Ave NE Renton Wa 98059 Sale Price :$142,500 Full Use :002 Res,Single Family Residence Asd.V :$159, 000 Lgl :STR 102305 TAXLOT 254 S 80 FT OF N Q:SE S:10 T:23N R:05E Bedrm:3 Bth F3H:1/ / Stories:1 BldgSF:1, 070 Ac: .24 YB:1963 Ph: # 35 * MetroScan / King : * Owner :Hill Danny L Parcel # :102305 9258 06 Site :500 Hoquiam Ave NE Renton 98059 Sale Date . Mail :500 Hoquiam Ave NE Renton Wa 98059 Sale Price . Use :002 Res,Single Family Residence Asd.V :$184, 000 Lgl :STR 102305 TAXLOT 258 S 75 FT OF W Q:SE S:10 T:23N R:05E Bedrm:3 Bth F3H:1/ /1 Stories:1 BldgSF:1,350 Ac: .31 YB:1963 Ph: # 36 * MetroScan / King : * Owner :Mead Henry L Parcel # :102305 9264 08 Site :552 Hoquiam Ave NE Renton 98059 Sale Date . Mail :552 Hoquiam Ave NE Renton Wa 98059 Sale Price . Use :002 Res,Single Family Residence Asd.V :$197, 000 Lgl :STR 102305 TAXLOT 264 W 165 FT OF Q:SE S:10 T:23N R:05E Bedrm:3 Bth F3H:1/1 / Stories:1 BldgSF:1,590 Ac: .27 YB:1965 Ph: Information compiled from various sources.Real Estate Solutions makes no representations • # 37 * MetroScan / King : * Owner :Nelson William L Parcel # :102305 9281 07 Site :516 Hoquiam Ave NE Renton 98059 Sale Date :05/18/1999 Mail :516 Hoquiam Ave NE Renton Wa 98059 Sale Price . Use :002 Res,Single Family Residence Asd.V :$215, 000 Lgl :STR 102305 TAXLOT 281 LOT 4 KC Q:SE S:10 T:23N R:05E Bedrm:4 Bth F3H:1/ / Stories:1 BldgSF:2, 920 Ac: .81 YB: 1936 Ph: # 38 * MetroScan / King : * Owner :Gonzalez Christina M Parcel # :102305 9283 05 Site :562 Hoquiam Ave NE Renton 98059 Sale Date :11/26/1996 Mail :562 Hoquiam Ave NE Renton Wa 98059 Sale Price :$112, 000 Full Use :002 Res,Single Family Residence Asd.V :$163, 000 Lgl :STR 102305 TAXLOT 283 S 66 FT OF N Q:SE S:10 T:23N R:05E Bedrm:3 Bth F3H:1/ /1 Stories:1 BldgSF:1, 140 Ac: .20 YB: 1959 Ph: # 39 * MetroScan / King : * Owner :Arundell W T Parcel # :102305 9290 06 Site :507 Hoquiam Ave NE Renton 98059 Sale Date . Mail :507 Hoquiam Ave NE Renton Wa 98059 Sale Price : Use :002 Res,Single Family Residence Asd.V :$159, 000 �, Lgl :STR 102305 TAXLOT 290 N 82 FT OF S Q:SE S:10 T:23N R:05E ,- tc Bedrm:3 Bth F3H:1/ / Stories :1 BldgSF:1, 080 Ac: .19 YB:1958 Ph: 779' # 40 * : MetroScan / King : * Owner :Styczinski Donald/Loraine Parcel # :102305 9296 00 Site :11327 148Th Ave SE Renton 98059 Sale Date :08/14/2001 Mail :11327 148Th Ave SE Renton Wa 98059 Sale Price . Use :002 Res,Single Family Residence Asd.V :$215, 000 Lgl :STR 102305 TAXLOT 296 LOT 1 OF K C Q:NE S:10 T:23N R:05E Bedrm:3 Bth F3H:1/1 / Stories:1 BldgSF:3, 630 Ac: .45 YB:1926 Ph: # 41 * MetroScan / King : * Owner :Shamrock Highlands Llc Parcel # :102305 9384 03 Site :12435 148Th Ave SE Renton 98059 Sale Date :10/09/2001 Mail :9720 NE 120Th P1 #100 Kirkland Wa 98034 Sale Price :$2, 600, 000 Use :002 Res,Single Family Residence Asd.V :$303, 000 Lgl :STR 102305 TAXLOT 384 POR S 1/2 OF Q:SE S:10 T:23N R:05E Bedrm:4 Bth F3H:1/1 / Stories :1 BldgSF:2, 350 Ac:2 .00 YB:1958 Ph: # 42 * MetroScan / King : * Owner :Piele Leonard L Parcel # :102305 9403 00 Site :*No Site Address* Sale Date . Mail :14309 SE 125Th St Renton Wa 98059 Sale Price . Use :300 Vacant,Residential Asd.V :$100 Lgl :STR 102305 TAXLOT 403 S 30 FT OF N Q:SE S:10 T:23N R:05E Bedrm: Bth F3H: / / Stories: BldgSF: Ac: .09 YB: Ph:425-255-5228 # 43 * MetroScan / King : * Owner :Shamrock Highlands Llc Parcel # :102305 9415 06 Site :*No Site Address* Sale Date :10/09/2001 Mail :9720 NE 120Th P1 #100 Kirkland Wa 98034 Sale Price :$2, 600, 000 Use :300 Vacant,Residential Asd.V :$174, 000 Lgl :STR 102305 TAXLOT 415 W 794 FT OF Q:SE S:10 T:23N R:05E Bedrm: Bth F3H: / / Stories: B1dgSF: Ac:6.00 YB: Ph: # 44 * MetroScan / King : * Owner :Levy Robert E Parcel # :152305 9033 03 Site :Se 128Th St Renton 98055 Sale Date . Mail :PO Box 99654 Seattle Wa 98199 Sale Price . Use :002 Res,Single Family Residence Asd.V :$70, 000 Lgl :STR 152305 TAXLOT 33 E 105 FT OF N Q:NE S:15 T:23N R:05E Bedrm:3 Bth F3H:1/ / Stories:1.5 BldgSF:1,740 Ac: .56 YB:1928 Ph: # 45 * MetroScan / King : * Owner :Ribera-Balko Enterprises Family Limited Parcel # :152305 9047 07 Site :*No Site Address* Renton Sale Date :12/31/1991 Mail :16400 Southcenter Pkwy #308 Seattle Wa 98188 Sale Price . Use :300 Vacant,Residential Asd.V :$104, 000 Lgl :STR 152305 TAXLOT 47 N 1/2 OF NE Q:NE S:15 T:23N R:05E Bedrm: Bth F3H: / / Stories: B1dgSF: Ac:1.63 YB: Ph: Information compiled from various sources.Real Estate Solutions makes no representations # 46 * MetroScan / King : * Owner :Levy Robert E Parcel # :152305 9148 05 Site :*No Site Address* Renton Sale Date . Mail :PO Box 99654 Seattle Wa 98199 Sale Price . Use :300 Vacant,Residential Asd.V :$2, 000 Lgl :STR 152305 TAXLOT 148 W 30 FT OF E Q:NE S:15 T:23N R:05E Bedrm: Bth F3H: / / Stories : BldgSF: Ac: .20 YB: Ph: # 47 * MetroScan / King : * Owner :Charncherngkha Sootha Parcel # :947570 0030 06 Site :5042 NE 4Th P1 Renton 98059 Sale Date :03/26/2001 Mail :5042 NE 4Th P1 Renton Wa 98059 Sale Price :$234,775 Use :002 Res,Single Family Residence Asd.V :$236, 000 Lgl :LOT 3 WINDSONG DIV 1 ALL LOTS TGW Q:SE 5 :10 T:23N R:05E Bedrm:3 Bth F3H:2/ /1 Stories :2 BldgSF:1, 650 Ac: .10 YB:2001 Ph: # 48 * MetroScan / King : * Owner :Ratty Bobby H/Neetha M;+ Parcel # :947570 0040 04 Site :5036 NE 4Th P1 Renton 98059 Sale Date :03/27/2001 Mail :5036 NE 4Th P1 Renton Wa 98059 Sale Price . Use :002 Res,Single Family Residence Asd.V :$254, 000 Lgl :LOT 4 WINDSONG DIV 1 ALL LOTS TGW Q:SE S:10 T:23N R:05E Bedrm:3 Bth F3H:2/ /1 Stories :2 BldgSF:2, 090 Ac: .11 YB:2001 Ph: # 49 * MetroScan / King : * Owner :Chung Evelyn J Parcel # :947571 0110 08 Site :5123 NE 4Th Ct Renton 98059 Sale Date :11/16/2001 Mail :5123 NE 4Th Ct Renton Wa 98059 Sale Price :$294,291 Use :002 Res,Single Family Residence Asd.V :$136, 000 Lgl :LOT 11 WINDSONG DIV 02 Q:SE S:10 T:23N R:05E Bedrm:4 Bth F3H:2/ /1 Stories:2 BldgSF:2, 050 Ac: .18 YB:2001 Ph: # 50 * MetroScan / King Owner :Elan Gil/Esther Parcel # :947571 0120 06 Site :5129 NE 4Th Ct Renton 98059 Sale Date :12/10/2001 Mail :5129 NE 4Th Ct Renton Wa 98059 Sale Price :$272, 339 Use :300 Vacant,Residential Asd.V :$75, 000 Lgl :LOT 12 WINDSONG DIV 02 Q:SE S:10 T:23N R:05E Bedrm: Bth F3H: / / Stories: BldgSF: Ac: . 12 YB: Ph: # 51 * : MetroScan / King Owner :Kitterman Jeffrey D/Jennifer E Parcel # :947571 0130 04 Site :5135 NE 4Th Ct Renton 98059 Sale Date :11/28/2001 Mail :5135 NE 4Th Ct Renton Wa 98059 Sale Price :$290,280 Use :300 Vacant,Residential Asd.V :$75, 000 Lgl :LOT 13 WINDSONG DIV 02 Q:SE S:10 T:23N R:05E Bedrm: Bth F3H: / / Stories: BldgSF: Ac: .13 YB: Ph: # 52 * MetroScan / King Owner :Odell Darrin R/Amy H Parcel # :947571 0140 02 Site :5136 NE 4Th Ct Renton 98059 Sale Date :12/21/2001 Mail :5136 NE 4Th Ct Renton Wa 98059 Sale Price :$287, 753 Use :300 Vacant,Residential Asd.V :$75, 000 Lgl :LOT 14 WINDSONG DIV 02 Q:SE S:10 T:23N R:05E Bedrm: Bth F3H: / / Stories: BldgSF: Ac: .13 YB: Ph: # 53 * MetroScan / King : * Owner :Nguyen Vi A/Minh L Parcel # :947571 0150 09 Site :5130 NE 4Th Ct Renton 98059 Sale Date :12/21/2001 Mail :5130 NE 4Th Ct Renton Wa 98059 Sale Price :$250, 116 Use :300 Vacant,Residential Asd.V :$75, 000 Lgl :LOT 15 WINDSONG DIV 02 Q:SE S:10 T:23N R:05E Bedrm: Bth F3H: / / Stories: BldgSF: Ac: .12 YB: Ph: # 54 * MetroScan / King Owner :Chung Kam R;+ Parcel # :947571 0160 07 Site :5124 NE 4Th Ct Renton 98059 Sale Date :01/03/2002 Mail :5124 NE 4Th Ct Renton Wa 98059 Sale Price :$288,223 Use :300 Vacant,Residential Asd.V :$75, 000 Lgl :LOT 16 WINDSONG DIV 02 Q:SE S:10 T:23N R:05E Bedrm: Bth F3H: / / Stories: B1dgSF: Ac: .17 YB: Ph: Information compiled from various sources.Real Estate Solutions makes no representations # 55 * MetroScan / King * Owner :Bukkapatnam Raman T/Kalpavalli A Parcel # :947571 0170 05 Site :5119 NE 5Th St Renton 98059 Sale Date :01/18/2002 Mail :5119 NE 5Th St Renton Wa 98059 Sale Price :$285,296 Use :300 Vacant,Residential Asd.V :$75, 000 Lgl :LOT 17 WINDSONG DIV 02 Q:SE S:10 T:23N R:05E Bedrm: Bth F3H: / / Stories: BldgSF: Ac: .16 YB: Ph: # 56 * MetroScan / King * Owner :Macdermont Jeffrey Parcel # :947571 0180 03 Site :*No Site Address* Renton Sale Date :02/28/2002 Mail :5125 NE 5Th St Renton Wa 98059 Sale Price :$296, 885 Use :300 Vacant,Residential Asd.V :$75, 000 Lgl :LOT 18 WINDSONG DIV 02 Q:SE S:10 T:23N R:05E Bedrm: Bth F3H: / / Stories: BldgSF: Ac: . 11 YB: Ph: # 57 * MetroScan / King * Owner :Dillen Scott/Karie Parcel # :947571 0190 01 Site :*No Site Address* Renton Sale Date :02/28/2002 Mail :5131 NE 5Th St Renton Wa 98059 Sale Price :$282, 837 Use :300 Vacant,Residential Asd.V :$75, 000 Lgl :LOT 19 WINDSONG DIV 02 Q:SE S:10 T:23N R:05E Bedrm: Bth F3H: / / Stories: B1dgSF: Ac: .12 YB: Ph: # 58 * MetroScan / King : * Owner :Wong Thomas H;+ Parcel # :947571 0200 09 Site :*No Site Address* Renton Sale Date :02/11/2002 Mail :493 Hoquiam P1 NE Renton Wa 98059 Sale Price :$291, 012 Use :300 Vacant,Residential Asd.V :$75, 000 Lgl :LOT 20 WINDSONG DIV 02 Q:SE S:10 T:23N R:05E Bedrm: Bth F3H: / / Stories: BldgSF: Ac: .09 YB: Ph: # 59 * MetroScan / King : * Owner :Pham Caroline;+ Parcel # :947571 0210 07 Site :*No Site Address* Renton Sale Date :02/15/2002 Mail :487 Hoquiam P1 NE Renton Wa 98059 Sale Price :$272, 682 Use :300 Vacant,Residential Asd.V :$75, 000 Lgl :LOT 21 WINDSONG DIV 02 Q:SE S:10 T:23N R:05E Bedrm: Bth F3H: / / Stories: BldgSF: Ac: .09 YB: Ph: # 60 * MetroScan / King : * Owner :Centex Homes Parcel # :947571 0220 05 Site :*No Site Address* Renton Sale Date . Mail :2320 130Th Ave NE #200 Bellevue Wa 98005 Sale Price . Use :300 Vacant,Residential Asd.V :$75, 000 Lgl :LOT 22 WINDSONG DIV 02 Q:SE S:10 T:23N R:05E Bedrm: Bth F3H: / / Stories: BldgSF: Ac: .09 YB: Ph: # 61 * MetroScan / King : * Owner :Huang Pei-Ling;+ Parcel # :947571 0230 03 Site :475 Hoquiam P1 NE Renton 98059 Sale Date :01/30/2002 Mail :475 Hoquiam P1 NE Renton Wa 98059 Sale Price :$267, 925 Use :300 Vacant,Residential Asd.V :$75, 000 Lgl :LOT 23 WINDSONG DIV 02 Q:SE S:10 T:23N R:05E Bedrm: Bth F3H: / / Stories : BldgSF: Ac: .09 YB: Ph: # 62 * MetroScan / King : * Owner :Turk Gary A/Suzanne B Parcel # :947571 0240 01 Site :469 Hoquiam P1 NE Renton 98059 Sale Date :01/18/2002 Mail :469 Hoquiam P1 NE Renton Wa 98059 Sale Price :$250,315 Use :300 Vacant,Residential Asd.V :$75, 000 Lgl :LOT 24 WINDSONG DIV 02 Q:SE S:10 T:23N R:05E Bedrm: Bth F3H: / / Stories : BldgSF: Ac: . 09 YB: Ph: # 63 * MetroScan / King : * Owner :Centex Homes Parcel # :947571 0250 08 Site :*No Site Address* Renton Sale Date . Mail :2320 130Th Ave NE #200 Bellevue Wa 98005 Sale Price . Use :300 Vacant,Residential Asd.V :$75, 000 Lgl :LOT 25 WINDSONG DIV 02 Q:SE S:10 T:23N R:05E Bedrm: Bth F3H: / / Stories: BldgSF: Ac: .09 YB: Ph: Information compiled from various sources.Real Estate Solutions makes no representations # 64 * MetroScan / King : * Owner :Pham Thy A/Mylang C T Parcel # :947571 0260 06 Site :457 Hoquiam P1 NE Renton 98059 Sale Date :01/11/2002 Mail :457 Hoquiam P1 NE Renton Wa 98059 Sale Price :$294, 672 Use :300 Vacant,Residential Asd.V :$75, 000 Lgl :LOT 26 WINDSONG DIV 02 Q:SE S:10 T:23N R:05E Bedrm: Bth F3H: / / Stories: BldgSF: Ac: .09 YB: Ph: # 65 * MetroScan / King * Owner :Dunham Dennis M/Patricia A P Parcel # :947571 0270 04 Site :451 Hoquiam P1 NE Renton 98059 Sale Date :12/07/2001 Mail :451 Hoquiam P1 NE Renton Wa 98059 Sale Price :$287, 338 Use :300 Vacant,Residential Asd.V :$75, 000 Lgl :LOT 27 WINDSONG DIV 02 Q:SE S :10 T:23N R:05E Bedrm: Bth F3H: / / Stories: BldgSF: Ac: .09 YB: Ph: # (4 * MetroScan / King : * Owner :Benner Clay S & Patricia L Parcel # :102305 9306 08 Site :5218 NE 5Th P1 Renton 98059 Sale Date :07/01/1988 Mail :5218 NE 5Th P1 Renton Wa 98059 Sale Price :$83, 500 Use :002 Res,Single Family Residence Asd.V :$206, 000 Lgl :STR 102305 TAXLOT 306 S 120 FT OF Q:SE S:10 T:23N R:05E Bedrm:3 Bth F3H:1/ / Stories:1 BldgSF:2, 080 Ac: .50 YB: 1967 Ph: # 67 * MetroScan / King : * Owner :Blessing Emery A/Donna J Parcel # :102305 9308 06 Site :5224 NE 5Th P1 Renton 98059 Sale Date :07/24/1998 Mail :5224 NE 5Th P1 Renton Wa 98059 Sale Price :$155, 000 Full Use :002 Res,Single Family Residence Asd.V :$219, 000 Lgl :STR 102305 TAXLOT 308 N 330 FT OF Q:SE S:10 T:23N R:05E Bedrm:3 Bth F3H:1/1 / Stories:1 BldgSF:1, 360 Ac: . 90 YB:1982 Ph: Information compiled from various sources.Real Estate Solutions makes no representations Itt CITY Or' RENTON Y1 'r,,_�i.� is ..11 �1� Planning/Building/PublicWorks Depai tnient Jesse Tanner,Mayor Gregg Zimmerman P.E.,Administrator Mr. Robert Levy 3250 42nd Ave. West Seattle, WA 98199-2435 Subject: Piele Preliminary Plat LUA-02-068, PP, ECF Dear Mr. Levy: Per your request for a larger map of the proposed project, please find enclosed a larger neighborhood map showing the site boundaries and a plat drawing. I hope these are more readable for your use. Please contact me at (425)430-7382 is there are any questions. Sincerel , usan Fiala, AICP Project Manager Cc: Yellow File 1055 South Grady Way-Renton,Washington 98055 RENTON ®This paper contains 50%recycled material,30%post consumer AHEAD OF THE CURVE C�1�Y - • NOTICE OF APPLICATION AND PROPOSED DETERMINATION OF NON- SIGNIFICANCE, MITIGATED (DNS-M) . DATE: June 4,2002 LAND USE NUMBER: LUA-02-068,PP,ECF APPLICATION NAME: PIELE PRELIMINARY PLAT PROJECT DESCRIPTION: The applicant is requesting Environmental (SEPA) Review and Preliminary Plat approval for a 22 lot subdivision of a 4.46 acre site located within the Residential - 8 (R-8) zoning designation. The proposed lots are Intended for the eventual development of detached single family homes. Two existing residences are proposed to remain on new lots 1 and 17.Access is proposed via the extensions of public right-of-ways of NE 6th Street,Ilwaco Avenue NE and Jericho Avenue NE and a private road.The property is located at 5107,5212,5213 and 5219 NE 5th Place in Renton. PROJECT LOCATION: 5107,5212,5213,5219 NE 5th Place OPTIONAL DETERMINATION OF NON-SIGNIFICANCE, MITIGATED (DNS-M): As the Lead Agency, the City of Renton has determined that significant environmental impacts are unlikely to result from the proposed project. Therefore, as permitted under the RCW 43.21C.110,the City of Renton is using the Optional DNS(M)process to give notice that a DNS-M is likely to be issued. Comment periods for the project and the proposed DNS-M are integrated into a single comment period. There will be no comment period following the issuance of the Threshold Determination of Non- Significance Mitigated(DNS-M). A 14-day appeal period will follow the issuance of the DNS-M. PERMIT APPLICATION DATE: May 30,2002 NOTICE OF COMPLETE APPLICATION: June 4,2002 Permits/Review Requested: Environmental(SEPA)Review,Preliminary Plat Review Other Permits which may be required: Building,Construction and Fire Permits Requested Studies: Environmental(SEPA)Checklist,Drainage Report Location where application may be reviewed: Planning/Building/Public Works Division,Development Services Department, 1055 South Grady Way,Renton,WA 98055 PUBLIC HEARING: Public hearing tentatively scheduled for August 6, 2002 before the Renton Hearing Examiner in Renton Council Chambers. Hearings begin at 9:00 AM on the 7th floor of the new Renton City Hall located at 1055 Grady Way South. CONSISTENCY OVERVIEW: Land Use/Zoning: The subject site is designated Residential Single Family on the City of Renton Comprehensive Plan Land Use Map and Residential—8 dwelling units per acre (R-8)on the City's Zoning Map.These designations encourage and permit single family residential development at net densities of 5.0 to 8.0 du/ac. The proposed for 22 single family lots on the 4.46 acre site would result in a net density of approximately 6.76 du/ac. The proposed subdivision is consistent with both land use designations. Environmental Documents that Evaluate the Proposed Project: SEPA checklist Development Regulations Used For Project Mitigation: The project will be subject to the City's SEPA Ordinance,Zoning Code,Public Works Standards,Subdivision Regulations,Uniform Building Code,Uniform Fire Code and other applicable codes and regulations as appropriate. NOA.doc Proposed Mitigation Measures: 1. The applicant will be required to pay the appropriate Transportation Mitigation Fee. 2. The applicant will be required to pay the appropriate Fire Mitigation Fee. 3. The applicant will be required to pay the appropriate Parks Mitigation Fee. Comments on the above application must be submitted in writing to Ms. Susan Fiala, Senior Planner, Development Services Division, 1055 South Grady Way, Renton,WA 98055, by 5:00 PM on June 18,2002. This matter is also scheduled for a public hearing on August 6.2002,at 9:00 AM,Council Chambers,Seventh Floor, Renton City Hall,1055 South Grady Way,Renton. If you are interested in attending the hearing,please contact the Development Services Division, (425) 430-7282, to ensure that the hearing has not been rescheduled. If comments oennot be submitted in writing by the date indicated above,you may still appear at the hearing and present yourcomments on the proposal before the Hearing Examiner. If you have questions about this proposal, or wish to be made a party of record and receive additional information by mail,please contact the project manager. Anyone who submits written comments will automatically become a party of record and will be notified of any decision on this project. CONTACT PERSON: SUSAN FIALA (425)430-7382 IPLEASE INCLUDE THE PROJECT NUMBER WHEN CALLING FOR PROPER FILE IDENTIFICATION li 4ieib•.)0, 1,i%,w".I lli , 'iKk.'r 9t4` xI:q t.l �i r ."rare, zRi Tom ? ' , 4 f::r?r �r64$ -I "r I•°Iei **bV al er% % —il•fiAAEOtalf't a Q'� o r « ilia 1 ia '1 • `�, i 1 . IA 4R�� I iSl y 4, —cr, — • ,- -.- • ' • el t,,,,7.1 • •g_.Q ,2 ii0 ti i Pi.rir v, ,. T lit a "l� A.4.lli •.4 .2;1"7.. e499......... , e a l " ,00 OVC L, a • To , e r - ,t111 46 . r • 1. kir . t .• rt j i t 6 i I�+� "r-i riff�ini owl 7 a I'pc ili �. -. �r1 �• t II . ] F e e INES3 - RTIN ACR. TRAC Wr 4"•' .1 •4 O 6 1� = e I� •� •, i 1 p-• itin • i Eir Ilk p •- r" a If you would like to be made a party of record to receive further information on this proposed project,complete this form and return to: City of Renton,Development Planning, 1055 So.Grady Way,Renton,WA 98055. • File No./Name: LUA-02-068,PP,ECF/Piele Preliminary Plat NAME: • ADDRESS: TELEPHONE NO.: NOA.doc a CITY F RENTON Plannin uildin ublicWorks Department Gregg Zimmerman P.E.,Administrator Jesse Tanner,Mayor June 5, 2002 Mr. Lafe Hermansen Core Design, Inc. 4205— 148th Ave. NE, Suite 100 Bellevue, WA 98007 SUBJECT: Piele Preliminary Plat Project No. LUA-02-068, PP, ECF Dear Mr. Hermansen: The Development Planning Section of the City of Renton has determined that the subject application is complete according to submittal requirements and, therefore, is accepted for review. It is tentatively scheduled for consideration by the Environmental Review Committee on July 2, 2002. Prior to that review, you will be notified if any additional information is required to continue processing your application. A Public Hearing will be held by the Renton Hearing Examiner in the Council Chambers on the seventh floor of City Hall, on August 6, 2002, at 9:00 AM to consider the proposed Preliminary Plat. The applicant or representative(s) of the applicant is required to be present at the public hearing. A copy of the staff report will be mailed to you one week before the hearing. If the Environmental Determination is appealed, the appeal will be heard as part of this public hearing Please contact me, at(425)430-7382, if you have any questions. Sincerely, Susan Fiala Senior Planner cc: L. Piele, B. Piele, R. Fifer, S. Hand/Owners T. Foster/Applicant acceptance.doc RENTON 1055 South Grady Way-Renton,Washington 98055 ®This paper contains 50%recycled material,30%post consumer AHEAD OF THE CURVE CITY 4,.,F RENTON Plannin uildin blicWorks Department Jesse Tanner,Mayor Gregg Zimmerman P.E.,Administrator June 5, 2002 Superintendent's Office Renton School District#403 300 SW 7th Street Renton, WA 98055-2307 Subject: Piele Preliminary Plat LUA-02-068, PP, ECF The City of Renton Development Services Division has received an application for a 22-lot subdivision. The property is located at 5107, 5212, 5213, 5219 NE 5th Place. Please refer to the enclosed Notice of Application (NOA)for complete details of this project. 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. Would you please fill in the appropriate schools on the list below and return this letter to my attention, Development Services Division, City of Renton, 1055 South Grady Way, Renton,Washington 98055. Elementary School: Middle School: High School: _ Will the schools you have indicated be able to handle the impact of the additional students estimated to come from the proposed development? Yes No Any Comments: Thank you for providing this important information. If you have any questions regarding this project, please contact me at(425)430-7382. Sincerely, Susan Fiala,AICP Senior Planner 1055 South Grady Way-Renton,Washington 98055 R E N T O N AHEAD OF THE CURVE school/ Aac This paper contains 50%recycled material,30%post consumer • CITY OF RENTON DEVELOPMENT SERVICES DIVISION LAND USE PERMIT MASTER APPLICATION PROPERTY OWNER(S) PROJECT INFORMATION Note: If there is more than one legal owner,please attach an additional notarized Master Application for each owner. PROJECT OR DEVELOPMENT NAME: LestPr Leonard Piele and Brenda J. Piele; Piele Parcel NAME:Ruth L. Fifer; Scott E. Hand PROJECT/ADDRESS(S)/LOCATION and Zip Code: ADDRESS:14225, 14308, 14309, and 14325 14225, 14308, 14309, and 14325 S.E. 125th Street S.E. 125th Street CITY: Renton, Washington ZIP: 98055 — /d 715-/�, Via/3) S�19 ae. Jr= C, KING COUNTY ASSESSOR'S ACCOUNT NUMBER(S): TELEPHONE NUMBER: -- 1023059013; 1023059025; 1023059033; and 1023059231 APPLICANT (if other than owner) EXISTING LAND USE(S):Single Family Detached NAME: Thomas Foster PROPOSED LAND USE(S): Single Family Detached COMPANY(if applicable): EXISTING COMPREHENSIVE PLAN MAP DESIGNATION: Residential Single Family ADDRESS: 6450 Southcenter BLVD., Suite 106 PROPOSED COMPREHENSIVE PLAN MAP DESIGNATION (if applicable): N/A CITY: Seattle, Washington ZIP: 98188 EXISTING ZONING: R-8 TELEPHONE NUMBER 206-244-0122 x120 PROPOSED ZONING(if applicable): N/A CONTACT PERSON SITE AREA (in square feet):194,214 +/- S.F. SQUARE FOOTAGE OF ROADWAYS TO BE DEDICATED NAME: Lafe B. Hermansen FOR SUBDIVISIONS OR PRIVATE STREETS SERVING THREE LOTS OR MORE(if applicable): COMPANY(if applicable): Core Design, Inc. `f37'S ( S C 4a:1` PROPOSED RESIDENTIAL DENSITY IN UNITS PER NET ADDRESS: 4205 148th Avenue N.E., Suite 100 ACRE(if applicable): 6; . 76; NUMBER OF PROPOSED LOTS(if applicable): 22 CITY: Bellevue, Washington ZIP: 98007 NUMBER OF NEW DWELLING UNITS(if applicable): 20 TELEPHONE NUMBER AND E-MAIL ADDRESS: < 41/S�-' �ttit vc'�J retr-v.z "`i ph: 425-885-7877 NUMBER OF EXISTING DWELLING UNITS(if applicable): 2 email: lbh@coredesigninc.com masterap.doc Revised April 2001 ZOJECT INFORMATION (cont ed) 1 SQUARE FOOTAGE OF PROPOSED RESIDENTIAL PROJECT VALUE: BUILDINGS(if applicable):30,000 S.F. $900,000 +/- SQUARE FOOTAGE OF EXISTING RESIDENTIAL IS THE SITE LOCATED IN ANY TYPE OF BUILDINGS TO REMAIN (if applicable): 2,320 S.F. ENVIRONMENTALLY CRITICAL AREA, PLEASE INCLUDE SQUARE FOOTAGE OF PROPOSED NON-RESIDENTIAL SQUARE FOOTAGE (if applicable): BUILDINGS (if applicable): N/A ❑ AQUIFER PROTECTION AREA ONE SQUARE FOOTAGE OF EXISTING NON-RESIDENTIAL ❑ AQUIFER PROTECTION AREA TWO BUILDINGS TO REMAIN (if applicable): 870 S.F. Li FLOOD HAZARD AREA sq.ft. NET FLOOR AREA OF NON-RESIDENTIAL BUILDINGS(if ❑ GEOLOGIC HAZARD sq.ft. applicable): 870 S.F. ❑ HABITAT CONSERVATION sq.ft. NUMBER OF EMPLOYEES TO BE EMPLOYED BY THE CI SHORELINE STREAMS AND LAKES sq.ft. NEW PROJECT(if applicable): N/A ¢ WETLANDS 695 sq.ft. LEGAL DESCRIPTION OF PROPERTY (Attach separate sheet if needed) ** PLEASE SF'F; ATTACHED** TYPE OF APPLICATION & FEES Check all application types that apply-- City staff will determine fees. _ANNEXATION(A) $ SHORELINE REVIEWS _COMP PLAN AMENDMENT(CPA) $ _CONDITIONAL USE(SM-C) $ CONDITIONAL USE PERMIT(CU-A,CU-H) $ /l _ C�V EXEMPTION(SME) $ NO CHARGE ENVIRONMENTAL REVIEW(ECF) $ U SUBSTANTIAL DEVELOPMENT(SM) $ _GRADE&FILL PERMIT(GF) $ _VARIANCE(SM-V) $ (No.Cu.Yds: ) $ REZONE(R) $ SUBDIVISION —ROUTINE VEGETATION $ BINDING SITE PLAN(BSP) $ MANAGEMENT PERMIT(RVMP) _FINAL PLAT(FP) $ SITE PLAN APPROVAL(SA-A,SA-H) $ _LOT LINE ADJUSTMENT(LLA) $ _SPECIAL PERMIT(SP) $ X PRELIMINARY PLAT(PP) $ -> X�(X —TEMPORARY PERMIT(TP) $ SHORT PLAT(SHPL-A,SHPL-H) $ VARIANCE(V-A,V-H,V-B) $ (from Section: ) $ Postage: $ .2�.78 WAIVER(W) $ - TOTAL FEE $ ,L52Z. 3 OTHER: $ AFFIDAVIT OF OWNERSHIP I, (Print Name) f 7.—Are74,74/5 f-c~�S fr'/' ,declare that I am(please check one) the current owner of the property involved in this application or i% the authorized representative to act for a corporation (please attach proof of authorization)and that the foregoing statements and answers herein contained and the information herewith are in all respects true and correct to the best of my knowledge and belief. %) I certify that I know or have satisfactory evidence that c i Ors��i�� 6J .� signed this instrument and acknowledged it to be his/her/their free2aifkririNictor the se and purposes mentioned in the instrument. G A9 11 of (Name of Owner/Representative) Notary Public in and for the State of Washington •,cz:O NOTARY. Z1 Notary(Print) g e.,be'(' 2 S / " G � ;(-PUBLIC ' (Signature of Owner/Representative) My appointment expires: T//s/ate 111 • �9 F' 1 5-03 O?'' 11I OF w*A—s. \ masterap.doc Revised April 2001 �A:v..0..7.- CORE DESIGN, INC. BELLEVUE WA 98007 Core Project No: 02009 2/5/02 Legal Description Fi t o 'can ' le a e C . omm' t No. 2-1 Lot 1 of King County Short Plat No. 776004, according to short plat recorded April 12, 1979 under Recording No. 7904120866, in King County, Washington. -F t_Ar ric T' a Insu o. 'tment N . 743 Parcel A Lot 3 of King County Short Plat No. 776004, according to short plat recorded April 12, 1979, under Recording No. 7904120866, in King County, Washington. Parcel B A non-exclusive easement for ingress and egress as delineated on Short Plat No. 776004, according to short plat recorded April 12, 1979, under Recording No. 7904120866, in King County, Washington. .1 first m ican . le suran . C mi ent o. 743 -1 Parcel A The east 150 feet of the west 480 feet of the north 330 feet of the northeast quarter of the southwest quarter of the southeast quarter of Section 10, Township 23 North, Range 5 East, W.M., in King County, Washington; TOGETHER WITH additional appurtenant real property, which attached thereto by operation of law as a result of decree of court quieting title in King County Superior Court Cause No. 90-2-00038-9 entered March 19, 1992 and the contents of said decree are expressly incorporated herein by this reference to described said addition parcel. 02009L01 Parcels.doc, 4/26/02, page 1 Parcel B A non-exclusive easement for ingress and egress over the south 30 feet of the north 360 feet of the west 480 feet of said subdivision; EXCEPT the west 30 feet thereof conveyed to King County for road under Recording No. 3042080. Parcel C Lot 2 of King County Short Plat No. 776004, according to short plat recorded April 12, 1979 under Recording No. 7904120866, in King County, Washington. Parcel D A non-exclusive easement for ingress and egress created by instrument recorded under Recording No.'s 5989934 and 5005653, in King County, Washington. 02009L01 Parcels.doc, 4/26/02, page 2 **PIMP** CITY OF RENTON DEVELOPMENT SERVICES DIVISION LAND USE 'PERMIT ,„ MASTER APPLICATION PROPERTY.OWNER(S) PROJECT1NFORMATION ( Note: If there is more than one legal owner,please attaclian • additional notarized Master Application for each owner. PROJECT OR DEVELOPMENT NAME: NAME:Lester Leonard Piele and Brenda J. Piele PROJECT/ADDRESS(S)/LOCATION and Zip Code: ADDRESS:14308 and 14309 S.E. 125th Street CITY: Renton, Washington ZIP: 98055 _ KING COUNTY ASSESSOR'S ACCOUNT NUMBER(S): TELEPHONE NUMBER: y05-1 2 ' 3 Q G/ 1023059025 and 1023059231 1 rAPPI�.I A i tOwner f EXISTING LAND USE(S): NAME: PROPOSED LAND USE(S): COMPANY(if applicable): EXISTING COMPREHENSIVE PLAN MAP DESIGNATION: ADDRESS: PROPOSED COMPREHENSIVE PLAN MAP DESIGNATION (if applicable): CITY: ZIP: EXISTING ZONING: TELEPHONE NUMBER PROPOSED ZONING (if applicable): CONTACTaPERSON SITE AREA (in square feet): SQUARE FOOTAGE OF ROADWAYS TO BE DEDICATED NAME: / FOR SUBDIVISIONS OR PRIVATE STREETS SERVING 1i°'`''`" THREE LOTS OR MORE if applicable): COMPANY(if applicable): pENEy OFF`��Or v PROPOSED RESIDENTIAL DENSITY IN UNITS PER NET ADDRESS: ,r; ACRE (if applicable): !3Q x 75� � . . O �` NUMBER OF PROPOSED LOTS (if applicable): CITY: /J l ZIP: Rot ti' eu 3 du/e 4)9 7,F(15-/ NUMBER OF NEW DWELLING UNITS(if applicable): TELEPHONE NUMBER AND E-MAIL ADDRESS: NUMBER OF EXISTING DWELLING UNITS (if applicable): V &$ , 7�( . masterap.doc Revised April 2001 1-ROJECT INFORMATION (co4Lillued) SQUARE FOOTAGE OF PROPOSED RESIDENTIAL PROJECT VALUE BUILDINGS(if applicable): SQUARE FOOTAGE OF EXISTING RESIDENTIAL IS THE SITE LOCATED IN ANY TYPE OF BUILDINGS TO REMAIN (if applicable): ENVIRONMENTALLY CRITICAL AREA, PLEASE INCLUDE SQUARE FOOTAGE OF PROPOSED NON-RESIDENTIAL SQUARE FOOTAGE (if applicable): BUILDINGS (if applicable): ❑ AQUIFER PROTECTION AREA ONE SQUARE FOOTAGE OF EXISTING NON-RESIDENTIAL 0 AQUIFER PROTECTION AREA TWO BUILDINGS TO REMAIN (if applicable): 0 FLOOD HAZARD AREA sq.ft. NET FLOOR AREA OF NON-RESIDENTIAL BUILDINGS(if 0 GEOLOGIC HAZARD sq.ft. applicable): 0 HABITAT CONSERVATION sq.ft. NUMBER OF EMPLOYEES TO BE EMPLOYED BY THE 0 SHORELINE STREAMS AND LAKES sq.ft. NEW PROJECT(if applicable): 0 WETLANDS sq.ft. LEGAL DESCRIPTION OF PROPERTY (Attach separateet sheet if needed) TYPE OF APPLICATION & FEES ,, � .. �.. , 2 Check all application types that apply-- Citystaff will determine fees . . — ANNEXATION(A) $ SHORELINE REVIEWS —COMP PLAN AMENDMENT(CPA) $ CONDITIONAL USE(SM-C) $ —CONDITIONAL USE PERMIT(CU-A,CU-H) $ _EXEMPTION(SME) $ NO CHARGE —ENVIRONMENTAL REVIEW(ECF) $ _SUBSTANTIAL DEVELOPMENT(SM) $ _GRADE&FILL PERMIT(GF) $ _VARIANCE(SM-V) $ (No.Cu.Yds: ) $ REZONE(R) $ SUBDIVISION _ROUTINE VEGETATION S BINDING SITE PLAN(BSP) $ MANAGEMENT PERMIT(RVMP) _FINAL PLAT(FP) $ _SITE PLAN APPROVAL(SA-A,SA-H) $ _LOT LINE ADJUSTMENT(LLA) $ _ _SPECIAL PERMIT(SP) $ _PRELIMINARY PLAT(PP) $ _TEMPORARY PERMIT(TP) _SHORT PLAT(SHPL-A,SHPL-H) $ VARIANCE(V-A,V-H,V-B) (from Section: ) $ _ Postage: $ _WAIVER(W) $ TOTAL FEE $ OTHER: $ AFFIDAVIT OF OWNERSHIP t I, (Print Name) X P S P a L L- ,--- declare that I am(please check one) the current owner of the property involved in this application or the authorized representative to act for a corporation (please attach proof of authorization)and that the foregoing statements and answers herein contained and the information herewith are in all respects true and correct to the best of my knowledge and belief. � -� /I` 1/� C�-L_ I certify that I know or have satisfactory evidence that(JJ rL� signed this instrument and acknowledged it to be his/her/their freg.artdJp'hMta%act for the uses and purposes mentioned irttbe instrument. 0\1 J. 2 - " t i ZP_c 7-e G T e / o `� ?' "1' , % , •`.'S\ONFAA.-pl/0 (Name of Owner/Representative) Notary Public i d for the State of Washington ii CO:o °TAR y - : i, J ��� Notary(Print)� r� 2� I Z�/� i, U PUBUG • f (Signature of Owner/Representative) My appointment expires: ( j ?-- / (' It ��•9.. 7, OHO.:`•�� masterap.doc Revised April 2001 (1 \Op WAS' **HAND** CITY OF RENTON DEVELOPMENT SERVICES DIVISION LAND USE -PERMIT MASTER APPLICATION PROPERTY OWNERS) . PROJECT°INFORMATION Note: If there is more than one legal owner,please attach an additional notarized Master Application for each owner. PROJECT OR DEVELOPMENT NAME: NAME: Scott E. Hand PROJECT/ADDRESS(S)/LOCATION and Zip Code: ADDRESS: 14225 S:iE. 1-2 St} St 'eGt 5707 NE 5 — Place CITY: Renton, Washington ZIP: 98059 KING COUNTY ASSESSOR'S ACCOUNT NUMBER(S): TELEPHONE NUMBER: -- ,y25 _ 795--(r,o1c7 1023059013 n ` t-, APPLICANT`(if other than owner) EXISTING LAND USE(S): NAME: PROPOSED LAND USE(S): COMPANY(if applicable): EXISTING COMPREHENSIVE PLAN MAP DESIGNATION: ADDRESS: PROPOSED COMPREHENSIVE PLAN MAP DESIGNATION (if applicable): CITY: ZIP: EXISTING ZONING: TELEPHONE NUMBER PROPOSED ZONING (if applicable): CONTACT PERSON SITE AREA (in square feet): ,tNf PLANNING SQUARE FOOTAGE OF ROADWAYS TO BE DEDICATED NAME: OF RENTON FOR SUBDIVISIONS OR PRIVATE STREETS SERVING THREE LOTS OR MORE (if applicable): COMPANY(if applicable): RFCW 'EU PROPOSED RESIDENTIAL DENSITY IN UNITS PER NET ADDRESS: ACRE (if applicable): NUMBER OF PROPOSED LOTS (if applicable): CITY: ZIP: NUMBER OF NEW DWELLING UNITS(if applicable): TELEPHONE NUMBER AND E-MAIL ADDRESS: NUMBER OF EXISTING DWELLING UNITS(if applicable): masterap.doc Revised April 2001 1 ROJECT INFORMATION (con.....ied) _.: , SQUARE FOOTAGE OF PROPOSED RESIDENTIAL PROJECT VALUE: BUILDINGS(if applicable): SQUARE FOOTAGE OF EXISTING RESIDENTIAL IS THE SITE LOCATED IN ANY TYPE OF BUILDINGS TO REMAIN (if applicable): ENVIRONMENTALLY CRITICAL AREA, PLEASE INCLUDE SQUARE FOOTAGE OF PROPOSED NON-RESIDENTIAL SQUARE FOOTAGE(if applicable): BUILDINGS(if applicable): ❑ AQUIFER PROTECTION AREA ONE SQUARE FOOTAGE OF EXISTING NON-RESIDENTIAL ❑ AQUIFER PROTECTION AREA TWO BUILDINGS TO REMAIN (if applicable): 0 FLOOD HAZARD AREA sq.ft. NET FLOOR AREA OF NON-RESIDENTIAL BUILDINGS(if ❑ GEOLOGIC HAZARD sq.ft. applicable): 0 HABITAT CONSERVATION sq.ft. NUMBER OF EMPLOYEES TO BE EMPLOYED BY THE ❑ SHORELINE STREAMS AND LAKES sq.ft. NEW PROJECT(if applicable): ❑ WETLANDS sq.ft. LEGAL DESCRIPTION OF PROPERTY (Attach separate sheet if neede , 0 TYPE OF APPLICATION &:FEES `W.. Check all application types that apply- City staff will determine fees. - ": , ANNEXATION(A) $ SHORELINE REVIEWS COMP PLAN AMENDMENT(CPA) $ _ _CONDITIONAL USE(SM-C) $ CONDITIONAL USE PERMIT(CU-A,CU-H) $ _EXEMPTION(SME) $ NO CHARGE _ENVIRONMENTAL REVIEW(ECF) $ _SUBSTANTIAL DEVELOPMENT(SM) $ _GRADE&FILL PERMIT(GF) $ _VARIANCE(SM-V) $ (No.Cu.Yds: ) $ REZONE(R) $ SUBDIVISION _ROUTINE VEGETATION $ _BINDING SITE PLAN(BSP) $ MANAGEMENT PERMIT(RVMP) _FINAL PLAT(FP) $ _SITE PLAN APPROVAL(SA-A,SA-H) $ _LOT LINE ADJUSTMENT(LLA) $ _ _SPECIAL PERMIT(SP) $ !PRELIMINARY PLAT(PP) $ _ _TEMPORARY PERMIT(TP) $ SHORT PLAT(SHPL-A,SHPL-H) $ _VARIANCE(V-A,V-H,V-B) $ (from Section: ) $ Postage: $ _WAIVER(W) $ - TOTAL FEE $ OTHER: $ A FFIDAVIT OF OWNERSHIPS . ` ` , r I,(Print Name) I.L,_,\LA ' 1�,A__,e a ,ik T.) ,1(t C :,\ declare that I am(please check one) the current owner of the property involved in this application or the authorized representative to act for a corporation (please attach proof of authorization)and that the foregoing statements and answers herein contained and the information herewith are in all respects true and correct to the best of my knowledge and belief. S co i E 1-46,-,c-A I certify that I know or have satisfactory evidence that ( k r .8. .m l P FSQT) signed this instrument and acknowledged it to be his/her/tlZeTrr fre6 (l n act for 1 the uses an purposes mentioned in the' strument. = • • . • ••••. '/ 1I otzt to i_________, 6.:,-4 4..--- ... sc.) 0'. 13 I..,C4 • 4/0 -1-.• r ii (Name of Owner/Representative) % Notary Public in and for the S to of Washington j D \ 19 m: j Notary Print 1 -�•:� 2 ,i : ri _ j� 11�' rY(Print) ��l A t'\G1 L �� r;k Yl�f,�r� � ` 5� i (Signature of Owner/Representative) My appointment expires: 3o r' �Gi , a 0O rt(`Z •••.6 '‘ ti/NGno,,�������i masterap.doc Revised April 2001 yt **FIFER** CITY OF RENTON DEVELOPMENT SERVICES DIVISION LAND USE PERMIT MASTER APPLICATION L PROPERTY OWNER(S) PROJECT'INFORMATION , Note: If there is more than one legal owner,please attach'an additional notarized Master Application for each owner. PROJECT OR DEVELOPMENT NAME: NAME: Ruth L. Fifer PROJECT/ADDRESS(S)/LOCATION and Zip Code: ADDRESS: 14325 S.E. 125th Street CITY: Renton, Washington ZIP: 98055 KING COUNTY ASSESSOR'S ACCOUNT NUMBER(S): TELEPHONE NUMBER: -- 1023059033 APPLICANT (if other than owner) EXISTING LAND USE(S): NAME: PROPOSED LAND USE(S): COMPANY(if applicable): EXISTING COMPREHENSIVE PLAN MAP DESIGNATION: ADDRESS: PROPOSED COMPREHENSIVE PLAN MAP DESIGNATION (if applicable): CITY: ZIP: EXISTING ZONING: TELEPHONE NUMBER PROPOSED ZONING (if applicable): CONTACT PERSON SITE AREA (in square feet): SQUARE FOOTAGE OF ROADWAYS TO BE DEDICATED NAME: FOR SUBDIVISIONS OR PRIVATE STREETS SERVING THREE LOTS OR MORE (if applicable): PMENT COMPANY(if applicable): DEV C ry OF RENTON PROPOSED RESIDENTIAL DENSITY IN UNITS PER NET ADDRESS: ACRE (if applicable): Fi EC NUMBER OF PROPOSED LOTS (if applicable): CITi(!i c,,3%4)1.,� ZIP: l,+.0 '.. 3 V4O,:e'• \ NUMBER OF NEW DWELLING UNITS(if applicable): `IrE c A F �VDE-MAIL ADDRESS: �• NUMBER OF EXISTING DWELLING UNITS(if applicable): • Ci/ • •• +L �� ...... P , masteral y npn12001 rROJECT INFORMATION;(continued) - - SQUARE FOOTAGE OF PROPOSED RESIDENTIAL PROJECT VALUE BUILDINGS(if applicable): SQUARE FOOTAGE OF EXISTING RESIDENTIAL IS THE SITE LOCATED IN ANY TYPE OF BUILDINGS TO REMAIN (if applicable): ENVIRONMENTALLY CRITICAL AREA, PLEASE INCLUDE SQUARE FOOTAGE OF PROPOSED NON-RESIDENTIAL SQUARE FOOTAGE(if applicable): BUILDINGS(if applicable): ❑ AQUIFER PROTECTION AREA ONE SQUARE FOOTAGE OF EXISTING NON-RESIDENTIAL ❑ AQUIFER PROTECTION AREA TWO BUILDINGS TO REMAIN (if applicable): ❑ FLOOD HAZARD AREA sq.ft. NET FLOOR AREA OF NON-RESIDENTIAL BUILDINGS(if ❑ GEOLOGIC HAZARD sq.ft. applicable): ❑ HABITAT CONSERVATION sq.ft. NUMBER OF EMPLOYEES TO BE EMPLOYED BY THE 0 SHORELINE STREAMS AND LAKES sq.ft. NEW PROJECT(if applicable): ❑ WETLANDS sq.ft. LEGAL DESCRIPTION OF:PROPERTY (Attacl separate 'sheet itriee ed' p , -, TYPE OF APPLICATION & FEES Check all application types that apply--City staff vwilldetermine fees. _ANNEXATION(A) $ SHORELINE REVIEWS _COMP PLAN AMENDMENT(CPA) $ _CONDITIONAL USE(SM-C) $ _CONDITIONAL USE PERMIT(CU-A,CU-H) $ _EXEMPTION(SME) $ NO CHARGE _ENVIRONMENTAL REVIEW(ECF) $ _SUBSTANTIAL DEVELOPMENT(SM) $ _GRADE&FILL PERMIT(GF) $ VARIANCE(SM-V) $ (No.Cu.Yds: ) $ REZONE(R) $ SUBDIVISION _ROUTINE VEGETATION $ _BINDING SITE PLAN(BSP) $ MANAGEMENT PERMIT(RVMP) _FINAL PLAT(FP) $ _SITE PLAN APPROVAL(SA-A,SA-H) $ _ _LOT LINE ADJUSTMENT(LLA) $ —SPECIAL PERMIT(SP) $ _PRELIMINARY PLAT(PP) $ —TEMPORARY PERMIT(TP) $ _SHORT PLAT(SHPL-A,SHPL-H) $ —VARIANCE(V-A,V-H,V-B) $ (from Section: ) $ Postage: $ —WAIVER(W) $ - TOTAL FEE $ OTHER: $ `.' C .k,,,'srt' .,.t r s 'S r^i..«. vs.y:i+' .. . rA V' < ,h* - "�,::" "' ^". Sr" '' •,+Y' ;,�.r. <. I, (Print Name) , ,declare that I am(please check one) `_the current owner of the property involved in this application or the authorized representative to act for a corporation (please attach proof of authorization)and that the foregoing statements and answers herein contained and the information herewith are in all respects true and correct to the best of my knowledge and belief. I certify that I know or have satisfactory evidence that RGt/i- / �P� ,--- signed this instrument and acknowledged it to be his/her/their free an yNelftly ,f, the u and purposes mentioned in the instrument. 1)Wj r, it (Na a of Owner/Representativ j Notary Public i and for the State of Washington ' /1 ..p YV ii 4oT1I rl i��` Notary(Print) m ieee'/✓-/<'/v/E 2/r t- % putt I (Signature of Owner/Representative) My appointment expires: 8'-/2- 05 4 Z� 8 ��G4 i _ . masterap.doc Revised April 2001 %%% OF ....~ CORE Core Design,Inc. 4205 I48th Avenue N.E.Suite 100 DESIGN Bellevue,Washington 98007 ENGINEERING • PLANNING • SURVEYING 425.885.7877 Fax.425.885.7963 TRANSMITTAL TO City of Renton — Development Services DivisionATE 5/31/02 JOB NO. 00059 Renton City Hall, 6th Floor ATTN: Laureen Nicolay 1055 South Grady Way REF: Piele Parcel Renton, WA 98055 MAIL DELIVER X—2 Hour PICKUP TRANSMITTED FOR: YOUR USE X PER REQUEST INFORMATION ONLY ACTION REQUIRED: PROCESSING X REPLY RETURN NONE QUANTITY DATED DESCRIPTION 5 Plat Certificate Documents CITY OF RENTON RECEIVED MAY-3-1 2002 BUILDING DIVISION COMMENTS Laureen, here are 5 copies of the purged supporting documents. Please call if you need anything else. -Lafe DEVELOPME CITY OF REANNING RECEIVED CC: BY B. H rma se , Project Planner City of Renton DENSITY WORKSHEET 1. Gross area property: 1. 194,214 square feet 2. Certain areas are excluded from the calculation. These include public roadway, private access easements serving 3 or more dwelling units, and critical areas.* Total excluded area:** 2. 52,577 square feet 3. Subtract line 2 from line 1 for net area (or total of lot areas): 3. 141,637 square feet 4. Divide line 3 by 43,560 for net acreage: 4. 3.25 acres 5. Number of dwelling units (d.u.) or lots planned: 5. 22 units/lots 6. Divide line 5 by line 4 for net density: 6. 6.76 d.u./acre 22 lots or units would result in a net density of 6.76 dwelling units per acre. *Critical Areas: Are defined as "areas determined by the City to be not suitable for development and which are subject to the City's Critical Areas Regulations including very high landslide areas, protected slopes, wetlands or floodways." Critical areas buffers are not deducted/excluded. ** Alleys (public or private) do not have to be excluded. DEVELOPMENT PITON,�.Jl.) '�CITY OF Rai REc D A:/DENSITY.DOC Revised 04/00 ` - A I 041p, 4 *w. tR-4CL y�"�T�:����is; �"="�'g;? n.yan a.a�v ro ':.A zn WA,4 ENs t �' C!T 4O 4R E N 1 REis �,� elm.: F p �- 's5.} ..�'�r+ i- aZprory a �5 1 ,6 ELOPIC1tlENVSER1"CES D sV COI . .- § tg s � j -A=ak���9 �9�i 9xa �-- F � '�� �s:':6�--��'� ;x Rig +�9t � � 71 -i. m. � T��s.=11iu . �' z.,.�:. �t,�_ i,''�µ th 6!5 W, I�qI�� �.. 1 � �iuve_ '�!3g i c+� E `,F::li€riifl ?. �. �,�f '1�^,1��,1 tll A . fl.4 t-.YILV^ 's.� I v'f b "rya._ - Mti'JJ.:� }-v -�_`�j_:::�-k.A'S;€"=,�,t:`::"��;;. ,�.,2,,A!s�;.aa�_-a» g �ff�S ,,v,�: ..,:A��-.-s.�. 'ramrjg �-�9'av� '-+-�'A+�+ g tE'- -s �PIP fA � H,tg.:�°'�._:;tis srat's1=� _ IEs wvrre te s F a � ? PU �L IN�F dRMAA QN EG`N" F 4t9 DEVE!OFME4 '.. CITY OF RE^;TON STATE OF WASHINGTON ) COUNTY OF KING ) ;�^qJ .. rC `ram..s.� LF - , being first duly sworn on oath, deposes and says: 1. On the 5 day of AA , 20 O2-, I installed 0/ public information sign(s)and plastic flyer box on the property located at 117,E 1 zs sT. for the following project: I Project name 'PI s / AND r Owner Nam4 2. I have attached a copy of the neighborhood detail map marked with an "X"to indicate the location of the installed sign. 3. This/these public information sign(s)was/were cons cted and installed in locations in conformance with the requirements of Chapter 7 Titl 4 of Renton Municipal Code. In I not re SUBSCRIBED AND SWORN to before me this J -day of ,20 . LAURIE K. BARNHART NOTARY PUBLIC ' STATE OF WASHINGTON NOTARY PUBLIC in and for the State of Washington, COMMISSION EXPIRES residing at (-40 ,) LU(-} ll JULY 22, 2004 My commission expires on7 _2-22 'vq' . 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Iss21S 40 , 76.43 too 11 230 ° I I t :;ma�y-r I��i_� fJ�l7�� �j ,1 t ® M1 130 30I .n 7... 248.14 60 ♦/ Z W 1l h I.I SERVICE O M O..T./.'NJ 1.m 1 Q 2�I/ h o C i:i 50 £N70N NIL (601-.75) t m . ,,,...... ,z, Sr 1 n r i I a ,.. . 1 d}- , J J I ° .i1` ,n. - 77++-SS u� d .- 1 I s � (600.58J} 0 (Ei c II t ENVIRONMENTAL CHECKLn INTRODUCTION Purpose of Checklist:The State Environmental Policy Act (SEPA), Chapter 43.21C RCW,requires all governmental agencies to consider the environmental impacts of a proposal before making decisions. An environmental impact statement (EIS) must be prepared for all proposals with probable significant adverse impacts on the quality of the environment. The purpose of this checklist is to provide information to help you and the agency identify impacts from your proposal (and to reduce or avoid impacts from the proposal,if it can be done) and to help the agency decide whether an EIS is required. Instructions for Applicants: This environmental checklist asks you to describe some basic information about your proposal. Governmental agencies use this checklist to determine whether the environmental impacts of your proposal are significant, requiring preparation of an EIS. Answer the questions briefly,with the most precise information known, or give the best description you can. You must answer each question accurately and carefully, to the best of your knowledge. In most cases,you should be able to answer the questions from your own observations or project plans without the need to hire experts. If you really do not know the answer or if a question does not apply to your proposal,write "do not know" or "does not apply". Complete answers to the questions now may avoid unnecessary delays later. Some questions ask about governmental regulations, such as zoning, shoreline,and landmark designations. Answer these questions if you can. If you have problems, the governmental agencies can assist you. The checklist questions apply to all parts of your proposal, even if you plan to do them over a period of time or on different parcels of land. Attach any additional information that will help describe your proposal or its environmental effects. The agency to which you submit this checklist may ask you to explain your answers or provide additional information reasonably related to determining if there may be significant adverse impact. Use of checklist for nonproject proposals: (A nonproject proposal includes plans,policies and programs where actions are different or broader than a single site-specific proposal) Complete this checklist for nonproject proposals, even though questions may be answered "does not apply". IN ADDITION,complete the SUPPLEMENTAL SHEET FOR NONPROJECT ACTIONS (part D). For nonproject actions, the references in the checklist to the word "project", "applicant", and "property or site" should be read as "proposal," "proposer",and "affected geographic area," respectively. (.4 T 12'-k":"s. viz 02009vSFPA01.doc; 5/6102; Page: 1 A. BACKGROUND 1. Name of proposed project, if applicable: Piele Parcel Preliminary Plat 2. Name of applicant: Thomas Foster 3. Address and phone number of applicant and contact person: Applicant: Contact Person: Thomas Foster Lafe B. Hermansen 6450 Southcenter Blvd c/o Core Design, Inc. Suite 106 4205 - 148th Ave. N.E., Suite 100 Seattle,WA 98188 Bellevue,WA 98007 (206) 244-1438 x120 (425) 885-7877 4. Date checklist prepared: April 29, 2002 5. Agency requesting checklist: City of Renton Department of Planning,Building,Public Works 6. Proposed timing or schedule (including phasing, if applicable): Construction is proposed to start in the Fall of 2002 subject to the approval process. 7. Do you have any plans for future additions, expansion, or further activity related to or connected with this proposal? If yes, explain. Not at this time. 8. List any environmental information you know about that has been prepared, or will be prepared, directly related to this proposal. Geotechnical Evaluation prepared by GeoSpectrum Consultants, Inc. (January 11, 2002) Preliminary Storm Drainage Calculations prepared by Core Design, Inc. (April 30,2002) 9. Do you know whether applications are pending for governmental approvals of other proposals directly affecting the property covered by your proposal? If yes, explain. None to our knowledge. 02009vSEPA01.doc: 5/6/02: Page: 2 10. List any government approvals or permits that will be needed for your proposal, if known. Preliminary Plat Approval Construction Plan Approval Final Plat Approval Building Permits Grading Permits Other Customary Permits 11. Give a brief, complete description of your proposal, including the proposed uses and the size of the project and site. There are several questions later in this checklist that ask you to describe certain aspects of your proposal. You do not need to repeat those answers on this page. (Lead agencies may modify this form to include additional specific information on project description.) This application proposes a 22 lot preliminary plat on a 4.45-acre site under the existing requirements for an R-8 zone. The single-family homes are anticipated to be in the middle-income price range. Construction of the site will result in + 90% of the property being developed. 12. Location of the proposal. Give sufficient information for a person to understand the precise location of your proposed project, including a street address, if any, and section, township, and range, if known. If a proposal would occur over a range of area, provide the range or boundaries of the site(s). Provide a legal description, site plan,vicinity map, and topographic map, if reasonably available. While you should submit any plans required by the agency,you are not required to duplicate maps or detailed plans submitted with any permit applications related to this checklist. The project is located at 14225, 14308, 14309, and 14325 SE 125th Street and is in the SW 1/4, SE 1/4, Section 10, Township 23N, Range 5E. The site is located north of the intersection of NE 4th Street and Jericho Avenue NE. A legal description and vicinity map is attached hereto and incorporated by reference. 02009vSEPA01.doc:5/6/02: Page: 3 EVALUATION FOR AGENCY USE ONLY B. ENVIRONMENTAL ELEMENTS 1. Earth - a. General description of the site (circle one): Flat, rolling, hilly, steep slopes, mountainous other The site is generally flat, sloping to the southeast corner at approximately±5%. b. What is the steepest slope on the site (approximate percent slope)? The steepest slope is approximately 15%located along the southern property line near the onsite wetland. 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. According to the King County Soils Survey the site is entirely underlain by Alderwood Gravelly Sandy Loam, (0 to 6 percent) which is considered a moderately well drained soil. d. Are there surface indications or history of unstable soils in the immediate vicinity? If so, describe. None to our knowledge. e. Describe the purpose, type, and approximate quantities of any filling or grading proposed. Indicate source of fill. The purpose of the grading is to construct the public right-of-way, the proposed private access easement, and to provide building pads and utility improvements for single-family residences. The grading is intended to be balanced onsite. The quantities of the cut and fill that will occur on site are approximately 3,500 cubic yards. If it is discovered that the site will need fill materials,we will submit a fill source statement at that time. f. Could erosion occur as a result of clearing, construction, or use? If so, generally describe. Erosion could occur as a result of denuded soil during and immediately following storm events while under construction. g. About what percent of the site will be covered with impervious surfaces after project construction (for example, asphalt or buildings)? Approximately 60% of the site will be covered by impervious surfaces. 02009vSEPA01.doc:5/6/02; Page: 4 h. Proposed measures to reduce or control erosion, or other impacts to the earth, if any: A temporary erosion and sedimentation control (1'1SCP) plan will be prepared and implemented prior to commencement of construction activities. During construction, erosion control measures may include any of the following: siltation fence, temporary siltation ponds and other measures which may be used in accordance with the requirements of the City of Renton. At completion of the project, permanent measures will indude: stormwater runoff detention,water quality facilities, and landscaping as required. 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. During construction, there will be increased exhaust and dust particle emissions. After construction, the principle source of emissions will be from automobile traffic,lawn equipment, and others typical of a residential neighborhood. b. Are there any off-site sources of emissions or odor that may affect your proposal? If so, generally describe. Off-site sources of emissions or odors are those typical of the residential neighborhoods that surround this site, such as automobile emissions from traffic on adjacent roadways and fireplace emissions from nearby homes. c. Proposed measures to reduce or control emissions or other impacts to air, if any: Construction impacts will not be significant and can be controlled by several methods:watering or using dust suppressants on areas of exposed soils,washing truck wheels before leaving the site,and maintaining gravel construction entrances. Automobile and fireplace emission standards are regulated by the State of Washington. The site has been included in a "No Burn Zone" by the Puget Sound Air Pollution Control Agency which went into effect on September 1, 1992. No land clearing or residential yard debris fires would be permitted on-site, nor in the surrounding neighborhood in accordance with the regulation. 3. Water a. Surface: 1) Is there any surface water body on or in the immediate vicinity of the site (including year- round and seasonal streams, saltwater, lakes, ponds,wetlands)? If yes, describe type and provide names. If appropriate, state what stream or river it flows into. There is a small Class III wetland area (695 S.F.) along the southern property line. This area is the tip of a larger wetland located on the property to the south. There is also a wetland close to the eastern property boundary,it is located on the adjacent parcel approximately 20' feet from the subject property. 2) Will the project require any work over, in, or adjacent to (within 200 feet) of the described waters? If yes, please describe and attach available plans. No, all work will be outside of the required 25' buffer. 02009vSEPA01.doc;5/6/02; Page: 5 3) Estimate the amount of fill and dredge material that would be placed in or removed from surface water or wetlands and indicate the area of the site that would be affected. Indicate the source of fill material. No fill or dredge material will be plated in to or removed from the wetland. 4) Will the proposal require surface water withdrawals or diversions? Give general description, purpose, and approximate quantities if known. No,There will be no surface water withdrawals or diversions. 5) Does the proposal lie within a 100-year floodplain? If so, note location on the site plan. No. 6) Does the proposal involve any discharges of waste materials to surface waters? If so, describe the type of waste and anticipated volume of discharge. No,A public sanitary sewer system will be installed to serve the future homes. 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 groundwater will be withdrawn,public water mains will be installed as part of the plat construction. No water will be discharged to groundwater except through the incidental infiltration of stormwater. 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. The site will be served by public sanitary sewer extended from the Honey Brooke Plat to the south. There will be no waste material discharged to the ground from the development. Post-development stormwater runoff from roadways and home sites will be collected within drainage facilities which will settle out and/or separate automobile petroleum and other household waste materials to acceptable levels, the water will then be released into the downstream storm system. 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. Stormwater runoff will result from roadways and other impervious surfaces and will be collected and routed to the detention facility located on-site, treated for sediment and petroleum removal, then routed to the downstream storm system. Requirements for water quality,and runoff rate control will be met. Outflow from this system will be released to the downstream storm system 02009vSEPA01.doc:5/6/02; Page: 6 2) Could waste materials enter ground or surface waters? If so, generally describe. This would be very unlikely. The only materials that could enter ground or surface waters would be those associated with automobile discharges and yard and garden preparations. d. Proposed measures to reduce or control surface, ground, and runoff water impacts, if any: A City approved storm drainage system will be designed and implemented in order to avoid any adverse impacts from stormwater runoff. The system will include temporary erosion control barriers during site construction, and permanent stormwater collection/treatment facilities soon after beginning the site development construction. This permanent system will ensure that prior to the release of stormwater into the downstream storm system, the system will have significantly reduced the potential impacts to ground and surface waters. 4. Plants a. Check or underline types of vegetation found on the site: X deciduous tree: alder,maple, aspen, other: cottonwood, ash X evergreen tree: fir, cedar,pine, other: hemlock X shrubs X grass pasture wet soil plants: cattail, creeping buttercup, bullrush, skunk cabbage,horsetail, water plants: water lily,eelgrass,milfoil, other: other types of vegetation: b. What kind and amount of vegetation will be removed or altered? Vegetation on the site consists mainly of Alder, Cottonwood, Fir, Hemlock, Maple, and other landscape plants typically associated with a single-family residence. c. List threatened or endangered species known to be on or near the site. No threatened or endangered plants are known to exist on the site. d. Proposed landscaping, use of native plants, or other measures to preserve or enhance vegetation on the site, if any: The two existing homes that are to remain have several trees associated with them that will be saved. This will help to preserve a portion of the existing vegetation currently found on the site. In addition, the yard areas associated with individual ownership will be landscaped by the future residents with both formal and informal plantings. Please refer to the Tree Retention Plan for the approximate location of the clearing limits. 5. Animals a. Underline any birds and animals which have been observed on or near the site or are known to be on or near the site: birds: hawk,heron, eagle, songbirds, other: woodpecker mammals: deer,bear, elk,beaver, other: squirrel fish: bass,salmon, trout,herring, shellfish, other: 02009vSEPA01.doc: 5/6/02: Page: 7 b. List any threatened or endangered species known to be on or near the site. No threatened or endangered species are known to exist on the site. c. Is the site part of a migration route? If so, explain. The site is part of the Pacific Fly Way. d. Proposed measures to preserve or enhance wildlife, if any: The two existing homes that are to remain have several trees associated with them that will be saved. This will help to preserve a portion of the existing vegetation currently found on the site,which in turn will help to preserve some of the wildlife currently found on the site. In addition, the yard areas associated with individual ownership will be landscaped by the future residents with both formal and informal plantings. 6. Energy and Natural Resources a. What kinds of energy (electric,natural gas, oil,wood stove, solar) will be used to meet the completed project's energy needs? Describe whether it will be used for heating,manufacturing, etc. Electricity and/or natural gas will be the primary source of energy used to provide heating and cooling to each home. These forms of energy are immediately available to the site. The builder will provide the appropriate heating and cooling systems which are energy efficient and cost effective for the homebuyer. 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: The requirements of the Uniform Building Code and the Washington State Energy Code will be incorporated into the construction of the buildings. Energy conserving materials and fixtures are encouraged in all new construction. 7. Environmental Health a. Are there any environmental health hazards, including exposure to toxic chemicals,risk of fire and explosion, spill, or hazardous waste, that could occur as a result of this proposal? If so, describe. The project will not generate any environmental health hazards. 1) Describe special emergency services that might be required. None to our knowledge. 2) Proposed measures to reduce or control environmental health hazards,if any: There are no on-site environmental health hazards known to exist today nor are there any that will be generated as a direct result of this proposal. 02009vSEPA01.doc; 5/6/02: Page: 8 b. Noise 1) What types of noise exist in the area which may affect your project (for example: traffic, equipment, operation, other)? The main source of off-site noise in this area originates from the vehicular traffic present on NE 4th Street and Hoquiam Avenue NE. 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. Short-term noise impacts will result from the use of construction and building equipment during site development and home construction. These temporary activities will be limited to normal working hours set forth by the City of Renton. Long-term impacts will be those associated with the increase of human population;additional traffic and the typical noise associated with a residential development. 3) Proposed measures to reduce or control noise impacts, if any: Building construction will be done during the hours prescribed by the city. Construction equipment will be equipped with muffler devices and idling time should be kept at a minimum. 8. Land and Shoreline Use a. What is the current use of the site and adjacent properties? The site is currently developed with four single-family residences and 9 associated outbuildings (four garages, two sheds, two barns,and a kennel). The current use of the adjacent properties is as follows; North: Undeveloped (Unincorporated King County) South: Plat of Honey Brooke Phase I East: Single-Family Residential (Undeveloped) West: Single-Family Residential (Undeveloped) b. Has the site been used for agriculture? If so, describe. No. c. Describe any structures on the site. The site is currently developed with four single-family residences and 9 associated outbuildings (four garages, two sheds, two barns,and a kennel). 02009vSEPAO 1.doe;5/6/02: Page: 9 • d. Will any structures be demolished? If so,what? The site is currently developed with four single-family residences and 9 associated outbuildings (four garages, two sheds, two barns,and a kennel). Two of the existing houses,-the northern most and the western most,will remain. The westernmost house will keep its garage,all other structures on site will be removed. Demolition permits and inspections will be obtained prior to the removal of the structures. e. What is the current zoning classification of the site? The current zoning is R-8. f. What is the current comprehensive plan designation of the site? The current Comprehensive Plan designation is Residential Single Family. g. If applicable,what is the current shoreline master program designation of the site? Not applicable. h. Has any part of the site been classified as an "environmentally sensitive" area? If so, specify. There is a small Class III wetland area (695 S.F.) along the southern property line. This area is the tip of a larger wetland located on the property to the south. i. Approximately how many people would reside or work in the completed project? Approximately 55 people (22 x 2.5 persons per dwelling unit). j. Approximately how many people would the completed project displace? Approximately 5 people (2 x 2.5 persons per dwelling unit). k. Proposed measures to avoid or reduce displacement impacts, if any: None proposed, the current property owners are proponents of the redevelopment of the property. 1. Proposed measures to ensure the proposal is compatible with existing and projected land uses and plans, if any: The area surrounding the site consists of residential housing. This use is compatible with surrounding uses both existing and proposed. 9. Housing a. Approximately how many units would be provided, if any? Indicate whether high, middle, or low-income housing. The preliminary plat contains 20 new single-family residences and two existing homes. The homes are anticipated to be in the middle-income price range. 02009vSEPA01.doe: 5/6/02: Page: 10 b. Approximately how many units, if any,would be eliminated? Indicate whether high, middle, or low-income housing. Two of the four existing homes will be removed as part of this proposal. The homes are in the middle- income price range. c. Proposed measures to reduce or control housing impacts, if any: None proposed, the current property owners are proponents of the redevelopment of the property. 10. Aesthetics a. What is the tallest height of any proposed structure(s), not including antennas;what is the principal exterior building material(s) proposed? The buildings will meet the height requirements of the R-8 zone and will not exceed 2 stories and 30 feet. The exterior building materials may indude any of the following;wood,hardwood,vinyl,masonry, cedar shakes and/or asphalt shingles. b. What views in the immediate vicinity would be altered or obstructed? Due to existing development, the visual impact on the adjacent area will be minimal. c. Proposed measures to reduce or control aesthetic impacts, if any: The aesthetic impacts will be reduced by the retention of the two existing homes. These areas will remain relatively undisturbed and provide a visual buffer to the development. In addition, the new homes will be of a scale and size to be compatible with the existing neighborhoods. Also,landscaping will be installed by the future residents to provide an additional visual buffer. 11. Light and Glare a. What type of light or glare will the proposal produce? What time of day would it mainly occur. Light and glare will originate from building lighting,exterior lighting,and street lights. Light will also be produced from vehicles using the site. These impacts would occur primarily in the evening and before dawn. b. Could light or glare from the finished project be a safety hazard or interfere with views? No. c. What existing off-site sources of light or glare may affect your proposal? The only offsite source of light and glare are from vehicles and street lighting from the adjacent streets and the single-family neighborhoods. d. Proposed measures to reduce or control light and glare impacts, if any: Street lighting,when deemed necessary,will be installed in a manner that directs the lighting downward. 02009vSEPA01.doc; 5/6/02; Page: 11 12. Recreation a. What designated and informal recreational opportunities are in the immediate vicinity? Maplewood Park(located on 144th Ave. SE),Maplewood Golf Course, and Cedar River Regional Park (located on the Renton Maple Valley Road) are in proximity to the site. 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 recreational opportunities to be provided by the project or applicant, if any? Impacts will be mitigated through participation in the City's park mitigation program.The required mitigation fee will be paid prior to recording the subdivision. 13. Historic and Cultural Preservation a. Are there any places or objects listed on, or proposed for,national, state, or local preservation registers known to be on or next to the site? If so, generally describe. None to our knowledge. b. Generally describe any landmarks or evidence of historic, archaeological, scientific, or cultural importance known to be on or next to the site. None to our knowledge. c. Proposed measures to reduce or control impacts, if any: None, there are no known impacts. If an archeological site is found during the course of construction, the State Historical Preservation Officer will be notified. 14. Transportation a. Identify public streets and highways serving the site, and describe proposed access to the existing street system. Show on site plans,if any. The site is currently served by SE 125th Street. The project will complete the extension of Jericho Avenue NE from NE 4th Street to the property's northern border. b. Is site currently served by public transit? If not,what is the approximate distance to the nearest transit stop? No. The nearest transit stop is located at the intersection of NE 4th Street and 144th Avenue SE approximately 1/2 mile from the site. 02009vSPPA01.doc; 5/6/02; Page: 12 c. How many parking spaces would the completed project have? How many would the project eliminate? Four parking spaces will be provided in association with each home; a total of 88 spaces will be provided on the site. The spaces will be located in garages and on the driveways. There are 8 parking spaces being eliminated. 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 project will complete the extension of Jericho Avenue NE from NE 4th Street to the property's Northern border. Four of the new lots will gain access from a new 26'private access easement. The remainder of the lots will gain access from the new public right-of-way created. e. Will the project use (or occur in the immediate vicinity of) water, rail, or air transportation? If so,generally describe. No. f. How many vehicular trips per day would be generated by the completed project? If known, indicate when peak volumes would occur. The project will generate approximately 180 new trips per day. Peak volumes will occur between 4 to 6 p.m. g. Proposed measures to reduce or control transportation impacts, if any: Transportation impacts will be mitigated through participation in the city's traffic mitigation program. 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. The need for public service such as fire, health, and police protection will be typical of single-family development of this size. The school children originating from the homes in this development will attend the schools in the Renton School District. b. Proposed measures to reduce or control direct impacts on public services, if any. The roads and homes will be constructed to meet all applicable standards and codes of the City and the Uniform Building Code. The proposed development will contribute to the local tax base and provide additional tax revenue for the various public services. The impact to the schools,parks,and traffic will be mitigated through the payment of impact fees. 02009vSEPA0 1.doc; 5/6/02: Page: 13 16. Utilities a. Underline utilities currently available at the site: - electricity,natural gas,water, refuse service, telephone, sanitary sewer, septic system, other. All utilities are available to the site through the proper extension of services. Extension of services is the developers' responsibility. b. Describe the utilities that are proposed for the project, the utility providing the service, and the general construction activities on the site or in the immediate vicinity which might be needed. Electricity will be provided by: Puget Sound Energy Natural Gas will be provided by: Puget Sound Energy Water Service will be provided by: King County District 90 Sanitary Sewer will be provided by: City of Renton Telephone Service will be provided by: Verizon C. SIGNATURE 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. Signature: Date Submitted: May 1, 2002 fe B. rmansen 02009vSEPA01.doc;5/6/02: Page: 14 5 4 3 2 W 1,30 811 8 9 101,111 us R E N TON NE 4TH ST. SE 128TH ST.Sei BM PT.• BM PT. 1852 2103 GREENWOOD CEMETERY 17 16 15 14 2- a y 0 _ P �� 0 MAPLEWOOD N GOLF COURSE rnM VICINITY MAP N 1" = 3000't 0 0 0 N O 0 c N 0) 0 0 N 0 N 0 0 N CORE DESIGN, INC. BELLEVUE WA 98007 Core Project No: 02009 2/5/02 Legal Description First American Title Insurance Co. Commitment No. P874322-1 Lot 1 of King County Short Plat No. 776004, according to short plat recorded April 12, 1979 under Recording No. 7904120866,in King County,Washington. First American Title Insurance Co. Commitment No. P874323-1 Parcel A Lot 3 of King County Short Plat No. 776004, according to short plat recorded April 12, 1979, under Recording No. 7904120866,in King County,Washington. Parcel B A non-exclusive easement for ingress and egress as delineated on Short Plat No. 776004, according to short plat recorded April 12, 1979, under Recording No. 7904120866,in King County,Washington. First American Title Insurance Co. Commitment No. P874324-1 Parcel A The east 150 feet of the west 480 feet of the north 330 feet of the northeast quarter of the southwest quarter of the southeast quarter of Section 10,Township 23 North,Range 5 East, W.M.,in King County,Washington; TOGETHER WITH additional appurtenant real property,which attached thereto by operation of law as a result of decree of court quieting title in King County Superior Court Cause No. 90-2-00038-9 entered March 19, 1992 and the contents of said decree are expressly incorporated herein by this reference to described said addition parcel. 02009L01 Parcels.doc, 4/30/02,page 1 Parcel B A non-exclusive easement for ingress and egress over the south 30 feet of the north 360 feet of the west 480 feet of said subdivision; EXCEPT the west 30 feet thereof conveyed to King County for road under Recording No. 3042080. Parcel C Lot 2 of King County Short Plat No. 776004, according to short plat recorded April 12, 1979 under Recording No. 7904120866,in King County,Washington. Parcel D A non-exclusive easement for ingress and egress created by instrument recorded under Recording No.'s 5989934 and 5005653,in King County,Washington. 02009L01 Parcels.doc, 4/30/02,page 2 °EVE,Gfi CIr% rr1TF, Project Narrative MA Y Piele Parcel-- Renton,Washington c cCEi • Project Name: Piele Parcel Project Size: The total site is approximately 4.45 acres. Location of Site: The project is located on the north side of NE 4th Street just north of the new Jericho Avenue extension in Renton, Washington • Current zoning: Residential 8 du/ac Surrounding zoning: North: Residential 4 du/ac (Unincorporated King County) South: Residential 8 and 10 du/ac West Residential 8 du/ac East: Residential 4 du/ac (Unincorporated King County) • Current use: The site is currently developed with four single-family residences and 9 associated outbuildings (four garages, two sheds, two barns, and a kennel). Two of the existing houses, the northern most and the western most,will remain. The western most house will keep it's garage, all other structures on site will be removed. Demolition permits and inspections will be obtained prior to the removal of the structures. Special site features: There is a small wetland area (695 S.F.) along the southern property line. This area is the tip of a larger wetland located on the property to the south. Other than the small wetland there are no other special site features (i.e. steep, sensitive, or protected slopes) • Soil type and Drainage: According to the King County Soils Survey the site is entirely underlain by Alderwood Gravelly Sandy Loam, (0 to 6 percent) which is considered a moderately well drained soil. A preliminary storm drainage system has been designed to handle all the stormwater run-off that will be generated by the site. The system will include temporary erosion control barriers during site construction, and a permanent storm vault,located under the storm drainage easement, behind lots 7-10 and 12-15. This permanent system will ensure that prior to the discharge of stormwater into the downstream storm system, the on-site system will have significantly reduced the potential impacts to ground and surface waters. 02009 Proj Narrative.doc, 04/30/02 Proposed property use: The proposal is to subdivide the property into 22 lots. (20 new lots and two lots for the existing residences) Four of the new lots will gain access from a new 26' private access easement. The remainder of the lots will gain access from the new public right-of-way created. • Access: As was explained in the previous section, 18 of the new homes will have direct access to public streets while four of the new homes will access the public street via a 26'wide private access easement. Off-site improvements: None required. Est. Construction Costs: $300,000 Est. fair market value: $900,000 • Quantity and type of fill: At this point in the design process, the site is anticipated to be balanced by cutting and filling. The quantities of the cut and fill that will occur on site are approximately 3,500 cubic yards. If it is discovered that the site will need fill material, the applicant will submit a fill source statement at that time. • Trees to be removed: The majority of the site will be cleared in order to facilitate the development process. Please see the Tree Cutting/Land Clearing plan for the approximate location of the clearing limit. • Land dedication: The new internal public right-of-way will be dedicated to the City of Renton. • Number, size, and density of lots: There are 22 lots proposed for the property. The average lot size is approximately 6,666 SF. The net density is approximately 6.76 du/ac. • Proposed job shacks: The site will have a construction trailer during the construction of the development. 02009 Proj Narrative.doc, 04/30/02 MAR-07-02 12:22PM FROM-Seatt I e Mortitan S renter. 706.7d4.14AA_ T-720_ P.m/fit;_ F-12E. CITY OF RENTON - ---�- - -- -- -- 4"$ FIRE PRwZwv iii its r•ur• AJ • MEMORANDUM DATE: September 10, 2001 'TO: Elizabeth Higgins, Senior Planner FROM: Corey Thomas, Plans Review Inspector SUBJECT: Preliminary Comments for Piele Plat 1. The minimum fire flow required is 1,000 gprn for dwellings-up-to 3,600-squarc feet in area. One fire hydrant is required within 300-feet of the structures. For dwellings over 3,600 square feet minimum fire flow is 1,500 gpm and a minimum of two fire hydrants within 300-feet is required. 2. The fire mitigation fees are applicable at the rate of $488 per lot. This fee is payable prior to recording of the plat. Credit will be given for the two existing homes to remain, 3. A minimum of two approved access roads are required. Dead-end streets exceeding 300-feet require a 90-foot cul-de-sac. If full width road (32-feet) is not constructed, one side of road shall be marked no parking. CT:et piele DEVE'-OFMt?4'r FLM t1',{i ' CITY OF RENTON MAY 3 RECEIVED MAR-07-02 12:22PM FROM-Seattle Mortgage S. Center 206 244 1438 T-726 P.003/013 F-125 CITY OF .RENTON Planning/Building/Public Works MEMORANDUM DATE: September 20, 2001 TO: Elizabeth Higgins f m4ei FROM: Paul Lumbert SUBJECT: Piele Plat Preliminary Application Note on Preliminary Review Comments Contained In This Report: The following comments on development and permitting issues are based upon The pre-application submittals made to the City of Renton by the applicant 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, Board of Adjustment, Board of Public Works and City Council). Review comments may also need to be revised based on programmatic, site planning and other design changes made by the applicant. Wastewater (Sanitary Sewer): The site can be served by 8" sewer mains, located in the following streets: 1 . NE 5`" Street (Windsong Plat) 2. Jericho Avenue NE (by 4.77 Courts Construction) The proposed project will be required to install a new main to serve the plate as well as sidesewer stubs to each new lot in the plat. Sidesewer permits cost $60/lot. A wastewater (SDC) fee of $760/single family lot will be required. East Renton interceptor sewer charges (SAD) fees will be required. Water: The site will be served by King County Water District #90. A water availability letter from the Water District will be required. Plans will be required, per City of Renton standards. Storm Drainage (Surface Water): The drainage plan and temporary erosion/sedimentation control plans shall be designed in accordance with the 1998 KCSWDM (Level 2), per City of Renton. Surface water (SDC) fees of $525/single family lot will be required- mnrt ui-u. 11..LJFM rnvnraoa‘kto mui «a1Ie a. 6e1l60I LLD G44 I4J0 r'.UU4/UI4 r-ILo Piele Plat Preliminary Application September 20, 2001 Page 2 Street Improvements_: The streets abutting the plat, as well as new roadways within the plat, will be required to install curb, gutter, sidewalk, street paving, street name signs and street lights, per current City of Renton standards/codes. Traffic mitigation fees of $75/trip will be required. General: Construction permit fees will be required for construction of water mains, sewer, storm drainage system and street improvements. The cost of permits are as follows: The first $100,000 is at 5% of the cost of the construction, the second from $100,000 to $200,000 is at 4% of the cost, and the third, all the amount over $200,000 is at 3% of the cost. Half of the fee must be paid upon application for building and off/on site utility and street improvement construction review. The remainder shall be paid when the permits are issued. MAR-OT-UZ 1Z:Z3YM rime-Seattle Mortgage 5 Lenter 306 Z44 1438 T-TZ6 P.005/013 F-1Z5 CITY OF RENTON Planning/Building/Public Works MEMORANDUM DATE: September 25, 2001 TO: Pre-Application File No. 01-95 FROM: Elizabeth Higgins, Senior Planner, (425)430-7382 SUBJECT: Piele Preliminary Plat Preappiication Comments Applicant: Thomas Foster Project Name: Piele Preliminary Plat Project Address: NE 4th Street at Jericoe Ave NE General: We have completed a preliminary review of the preapplication materials for the above-referenced development proposal. The following comments on development and permitting issues are based on the preapplication submittals made to the City of Renton by the applicant and on the City of Renton Codes in effect on the date of the review. The applicant is cautioned that information contained in this summary may be subject to modification and/or concurrence by official decision makers (Hearing Examiner, Zoning Administrator, Board 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 City staff or made by the applicant. The applicant is encouraged to review all applicable sections of the Renton Municipal Code and the City of Renton Development Regulations. The Renton Municipal Code is available at the City Clerk's office and the Renton Public Library. The Development Regulations are available for purchase for $55.00, plus tax, from the Finance Division on the first floor of Renton City Hall. Project Proposal: The applicant has proposed subdividing, by means of the Preliminary Plat process, a 4.19 acre property into 22 lots suitable for detached single family houses. The property is located in Northeast Renton north of NE 4th Street between Hoquiam Avenue NE and Jericoe Avenue NE. Access would be from NE 4th Street, Hoquiam Avenue NE, and a new public road, Jericho Avenue NE. New public rights-of-way would be constructed to provide access to individual lots. MArc—ur—uc ic:44rM r!uNraeatie mortgage a. venter a06 Z44 143b T-7Z6 P.U06/013 F-1Z5 Piele Preapplication Corr,,..ents September 25, 2001 Page 2 of 4 Environmental Review and Land Use Permits Required: For subdivision of land into ten (10) or more lots, RMC 4-7-080 "Subdivision" guidelines apply. The proposed project would require SEPA environmental review and Preliminary Plat approval as the first stage followed by Final Plat approval (see Final Plat Approval section below), which requires a separate application. A traffic study and report, geotechnical engineering study and report, and wetland report must be submitted at the time of application. The amount of cut and/or fill must be estimated. Preliminary Plat proposals are initially reviewed by the Planning/Building/Public Works Department, then considered by the Environmental Review Committee. Following issuance of an Environmental Threshold Determination and a 14-day public appeal period, the plat request is heard by the Hearing Examiner at a public meeting. Following a 14-day appeal period, the decision and recommendations by the Hearing Examiner are forwarded to the City Council for consideration. The City Council adopts its own findings, conclusions, and recommendations and either approves or disapproves the proposed plat. Application fees are $2000 for the Preliminary Plat application and $500 (1/2 of the $1,000 fee if the improvements are more than $100,000) for Environmental (SEPA) Review. Processing time for Preliminary Plat is approximately 10 weeks, if no appeals are filed. A complete Preliminary Plat application package is being provided to the project proponent with a copy of this memorandum. Current Land Use: The proposed project site consists of four tax parcels. There are at least two single family residences on the site would remain. There are other single family homes in the vicinity of the project, including Windsong Div II and the 4.77 Court subdivisions to the south. Zoning: The property is located in the Residential 8 (R-8) Zone. It is designated as Residential Single Family on Renton's Comprehensive Plan Land Use map. Density: In the R-8 Zone, the minimum density is 5.0 dwelling units per net acre (du/a)_ The R-8 Zone permits residential development at densities up to 8.0 dwelling units per net acre, for lots larger than 1/2 acre. Density calculations are based on net parcel size, excluding sensitive areas (such as wetlands and steep slope areas), public rights-of-way, and private streets that serve three or more lots. In order to calculate density, the net area will need to be provided by the applicant. Minimum Lot Size: The minimum lot size in the R-5 Zone is 4500 s.f. Minimum Lot Width and Depth: The minimum lot width in this zone is 50' for interior lots and 60' for corner lots. MAR-07—UZ 12:Z5PM PMUM—Jeattle Mortgage s. Lenter ZU6 Z44 I43b 1-7Z6 P.UU7/U13 F-1Z5 Piele Preapplication Comm'let its September 25, 2001 Page 3 of 4 The minimum allowable lot depth is 65'. Setbacks: The minimum setbacks in the R-8 Zone are: front 15' for houses and 20' for garages on streets created after September 1, 1995_ rear 20' side 5' (interior lots) and 15' (corner lots) Setback lines must be indicated by dashed lines on the site plan submitted for preliminary plat review and subsequently removed prior to recording the final plat. Building Height: Building heights in the R-8 Zone are limited to 2 stones and 30'. It cannot be determined from the information provided by the applicant if this standard would be met. Building Coverage: The maximum building coverage is 35% of the total lot area or 2500 sf for lots larger than 5000 sf. The maximum building coverage for lots 5,000 s.f. or less is 50%. For purpose of considering the preliminary plat, building envelopes should be shown on the plat map, but removed for the final plat. Parking: Off street parking must be provided for each lot, at a minimum of 2 and a maximum of 4 spaces each. Access: A modification from City of Renton street standards would be required to reduce the width of the public right-of-way from the standard fifty (50) feet to forty-two (42) feet. This request must be made at the time of application and may be included in the project narrative. Each lot must have access to a public street. The conceptual plan indicates that access will be from NE 4th Street and Jericho Ave NE through the 4.77 Court (McTighe) Plat. An additional access would be from Hoquiam Ave NE. The City of Renton allows lots to be accessed from a private road located in a 26' wide easement. The maximum number of lots accessed by private roads is six with no more than four not abutting a public right-of-way. The private road, as shown on the conceptual plan, must have a 90' diameter cul-de-sac turnaround. Sensitive-Areas: The site is potentially "sensitive" on the City's Sensitive Areas map for wetlands. A wetland report that delineates and classifies any wetlands on the property or on abutting properties would be required. Typical Environmental Mitigation measures placed on Preliminary Plats include the required Fire Mitigation Fee ($488/new lot), Parks Mitigation Fee mnn-ui I. 14..wrni rWM 400‘610 MUIWIIIV a. Wouwi CAW 644 1400 I—(LO Y.UUtl/U1J Y—ILb Piele Preapplication Com ��ts September 25, 2001 Page 4 of 4 ($530.76/new lot), and Transportation Mitigation Fee (approximately $750/new lot). These fees are due prior to recording the final plan. There are presently no fees charged for school mitigation. The site borders the west boundary of the Issaquah School District, but is located in the Renton School District. Final Plat Recording: The Final Plat must conform, with only minor modifications, to the Preliminary Plat. The Final Plat cannot be recorded until the required improvements are installed and approved, and a final drawing is prepared and accepted by the City. In addition, any conditions and/or fees must be met and/or paid prior to the recording of the Final Plat as applicable. A separate application packet is required. cc: Thomas Foster THE CITY OF RENTON IS COMMITTED TO PROVIDING PREDICTABLE, TIMELY PROJECT APPLICATION REVIEW. THE FOLLOWING GUIDELINES WILL ASSIST US IN MEETING THESE GOALS PLEASE CONTACT THE PROJECT PLANNER IF YOU HAVE QUESTIONS CONCERNING YOUR PROJECT APPLICATION Adhere to the City of Renton Municipal Code Development Regulations, Chapter Four (available for purchase (425-430-6850) or online (www.ci.renton.wa.us). E Review title report for easements and covenants. 0 Topographic maps, when required for the submittal, must show contour lines fifty feet beyond the property boundary. Indicate contour interval (min. is 2°). Check driveway location and alignment with off-site curb cuts and intersections. Put legends that include all symbols and abbreviations used on the drawings. Q Number and date the drawings. Each drawing should have a separate number. E Include name of person working on the project, if different from "contact", their telephone and fax numbers, and email address. J Include all site data (building footprint, building gsf, percentage of site covered by building(s), lot sizes, area in roads, number of parking spaces, etc.) El Show calculations for meeting density, parking, and other requirements. Check the addresses on Notice of Application labels list— if the neighbors of the project are not notified, the process may be ruled void and you may have to start over. Revised March 28,2001 mnn 'i ur Ri..GWIM i wm Oow,aiv I,IYI lmieio vouwi GUU G44 1400 1—IL0 Y.UIU/UIJ r-la CITY OF RENTON ECONOMIC DEVELOPMENT NEIGHBORHOODS, AND STRATEGIC PLANNING MEMORANDUM DATE: September 26,2001 TO: Elizabeth Higgins FROM: 4-rg.unison SUBJECT: Piele Parcel Proposal Preapplication(01-095) The site is designated Residential Single Family in the Comprehensive Plan. As these parcels are included in the proposed Piele Annexation, currently in process,no City zoning has been adopted. R-8 is proposed,although the final determination will be made by the City Council. An annexation packet has been submitted to the Boundary Review Board. On October 22,2001, if no request for review has been received by the Board, the annexation will be deemed approved_ At that time, City staff will schedule a final public hearing on zoning for the annexation. Following the hearing, the Council can adopt the annexation and zoning ordinances. Assuming no Boundary Review Board hearing or other schedsiline issues, the annexation and zoning ordinances could be adopted by mid-November_ There are no policy issues apparent at the level of project detail provided. cr. sue Callon HAECON_DE'1PrsnomieDevslopment1S ATEMPiANNING PREAPP\RSTolc Psrcles.doc\od mnn-UI uc Ic•cirni FTWM-4e01,1.10 mu114141s0 a. yenta, LUC L44 man I-140 I.UII/UI3 h-la CITY OF RENTON ECONOMIC DEVELOPMENT NEIGHBORHOODS, AND STRATEGIC PLANNING MEMORANDUM DATE: September 26,2001 TO: Elizabeth Higgins FROM: son SUBJECT: Piele Parcel Proposal Preapplication(01-095) The site is designated Residential Single Family in the Comprehensive Plan. As these parcels are included in the proposed Piele Annexation, currently in process, no City zoning has been adopted. R-S is proposed, although the final determination will be made by the City Council. An annexation packet has been submitted to the Boundary Review Board. On October 22, 2001, if no request for review has been received by the Board,the annexation will be deemed approved. At that time, City staff will schedule a final public hearing on zoning for the annexation. Following the hearing, the Council can adopt the annexation and zoning ordinances. Assuming no Boundary Review Board hearing or other scheduling issues, the annexation and zoning ordinances could be adopted by mid-November. There are no policy issues apparent at the level of project detail provided. cc: Sue Carlson 1-1\ECON DEV oaomicDevelopment1STRATPLMPLANNiNOPREAMRSTide Patcles.doc‘od xu+rc-ur-uc ic:crrM rrcuxraeattie Mortgage a tenter Z06 Z44 1438 T-T26 P.0121013 F-125 ELOPMENT SERVICES DIVISION WAIVER OF SUBMITTAL REQUIREMENTS FOR LAND USE APPLICATIONS w._. .T,:y -- ,.. ,:ro ?. 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Public Works Plan Review Section ry O 1Building Section DATE: ----- 2-74. Development Planning Section f hAdivision.skievelopseetdev>pian.ing\waiver.xis REVISED 5/17100 • CONSTRUCTION MITIGATION DESCRIPTION Piele Parcel, Core#02009 - PROPOSED CONSTRUCTION DATES Grading will start Fall 2002. The road and utilities will start shortly thereafter with building construction to follow. II. HOURS OF OPERATION FOR RESIDENTIAL CONSTRUCTION Per City of Renton: DEVELOPMENT CITY OF RE :T 1:1 Monday—Friday: 7AM—8 PM .. Saturday: 9AM—8 PM Sunday: NonesAor rc. e III. PROPOSED HAULING/TRANSPORTATION ROUTES All equipment, materials, and laborers will enter the site off of Jericho Avenue NE. IV. MEASURES TO BE IMPLEMENTED TO MINIMIZE DUST, TRAFFIC AND TRANSPORTATION IMPACTS, MUD, NOISE AND OTHER NOXIOUS CHARACTERISTICS. • Dust Best management practices will be used to minimize dust on the project site. Water trucks or metered fire hoses will be used as needed to wet down the areas used by construction equipment. Disturbed slopes will be hydroseeded per the Erosion/Sedimentation Control Plan to control dust. • Traffic During site infrastructure and building construction, the traffic entering and leaving the site will consist of subcontractors and deliveries. When arriving for work, the subcontractors will be traveling opposite the traffic leaving the residential area, and materials are primarily delivered at off peak hours during the day. None of these operations are anticipated to have a significant impact on the peak or non-peak traffic hour in the area. !.' `2O) =O20W.Docs'O2OO9(..Qih%. #itigatioli.doc 04i30/02 • Transportation Impacts There will be one access point for construction of the project located off of Jericho Avenue NE. As was stated above the construction traffic will not have a significant impact on traffic. The construction of the entrance and of the internal public right-of-way, 26' private access tract, and the extension of the utilities to the project may require some construction in the Jericho Avenue NE right-of-way. This work will be performed during non-peak hours and lane channelization will be used if needed. • Mud In keeping with state law, any vehicle with deposits of mud, etc. on the vehicle's body, (fender, undercarriage, wheels or tires)will be cleaned of such material before the operation of the vehicle on a paved public highway. In addition a street sweeper will also be used as necessary to remove any deposits from the roadways. • Noise All Construction equipment will have approved mufflers. Impacts from noise are expected to be minimal. The hours of operation will be consistent with City regulations. F\2OO2'\02009\\\Docs`,02OO9 coast mit1S*rition.ttoc =J4i':0/02 /...6"..1 4205 148th Ave.N.E.Suite 100 CORE Bellevue,Washington 98007 425.885.7877 Fax 425.885.7963 lam......... DESIGN PRELIMINARY STORM DRAINAGE CALCULATIONS FOR PIELE PARCELS pEVEI OP pF R�ti'�P1Vl��a RENTON,WASHINGTON Ck ♦ r if,-. . :7 ,, r ii ta 3713 AN. .' ,4'GISTER6 G��,``! Prepared by: David E. Cayton, P.E. IolvAL t� ,' Or o Date: April 30, 2002 PRE 6-12-pZ Core No.: 02009 ENGINEERING PLANNING SURVEYING PIELE PARCELS TABLE OF CONTENTS 1. Project Overview 2. Off-Site Analysis 3. Flow Control and Water Quality Facility Analysis and Design 1. PROJECT OVERVIEW The Piele Parcels consist of 4 separate parcels located on SE 125th Street in Renton, Washington. See attached vicinity map. The 4 parcels cover a total area of 4.46 acres. Each parcel is occupied by a single-family residence and associated outbuildings. The existing ground cover is a combination of landscaping, grass and pasture with some trees. The developer proposes to construct 22 single-family residences with associated roadway and utilities. Two existing houses will remain as part of the development. The City of Renton requires Level 2 Flow Control and Basic Water Quality for the site. The on-site generated runoff will be directed to a combination detention/water quality vault. All drainage discharging from the vault will be routed to an existing wetland east of the site, which is the natural downstream drainage course for this area. 2. OFFSITE ANALYSIS Upstream Tributary Area There is no upstream area tributary to the subject site. Downstream Analysis Drainage from the site naturally sheet flows in the southeasterly direction across the property and onto the adjacent property to the east and the existing pond along the south property line. Historically, the pond was connected to the existing wetland east of the site. Fill material has been placed on-site during the past few years, which has cut-off the hydraulic connection. This proposed project would reestablish the original surface water runoff course. The outfall of the proposed wet/detention vault will be directed to a point near the existing offsite wetland located approximately 125 feet north of the southeast property corner. Stormwater flows through the wet land for approximately 350 feet in an easterly direction where it enters a 5-10 feet wide manmade ditch that drains south for approximately 600 feet and enters an 18" intake. This intake drains to a catch basin/pipe system that flows east along the north side of NE 4th street for approximately 100 feet where it enters a Type II catch basin. From this catch basin, stormwater flows south underneath NE 4th Street via a 36" storm pipe for approximately 85 feet and into another Type II catch basin in private property. The outfall of this catch basin drains south through an 48" concrete pipe for approximately 80 feet where it daylights into an existing 2 —3 feet wide ditch. This ditch eventually meanders in a southerly direction for approximately 200 feet where it enters the Sienna Plat, which is currently under construction. The remaining downstream has been described by Triad Associates in their T.I.R. for the Sienna Plat and verified by this office. A copy of their downstream analysis and map follows. ' ' -hi-______=_.- ___1 ly 1.4 N 0 o ICE[ t::: .____71 ,_j . r "rll 1 - - • -- \ i.k, -. ir....- r tiiii1 A Lifiemsyrilittlitti. 1. ariveshititlain, , .,..,... _.. .. Wetland I ��.`...� 1' pil _ __ o . 5 ` � � : � Iiit 4 Will-ill- EXISTING WETLAND -� SITE � - , �� '� �'l�l� -F--- IIN ill T--------mx_._-.., , %pm ' gi,...0 A, hi,"'.'.6446 ain'in h h p... Oki IVA '4 . Mit iw„:„,,,,,, rC f 410, ,. i , a,.. „mill � '1� 4../...M. 1 del i'a' �— EXISTING 5'WIDE, l+� . € :■tli4. j Q 44 111110. ,„4 -78s t 42" tq i 4 _ _wrImmiliminnalial� ii R;.w ^... 11111 �� � .�.�_.-- _.�.-.._- _ do p .. � i - a, zi;L______± mom. ____--_„1R�....,M......... - 1 it 11 kill: . . , 1 -----/ • 05- , ! /i K t,. j i ;/ I --1.1.- .4611bi ../ "p'----Lt _tat sneer. �„� j...,..�v ••7 ''° ^.. J ` I ir i ,,:4 / ri ti� ■i ate.:. '. i...... .6? t , rorwrsw (47414141411211:1 • rli a - I II i - �.:: _ P SIENNA ma iv 44.0_ ,...-;.' — __ • DOWNSTREAM DRAINAGE MAP ' ///��� PIELE PARCEL" Mai CORE PROJECT NO. 02009 _ Sienna Level 1 Downstream Analysis With the exception of the existing houses and associated driveways, the site is covered predominately with second growth forest of alder, fir, cedar, maple, scrub trees and bramb, under story. The site contains mild slopes ranging from 1% to 3% sloping from the n• to the south. A drainage swale meanders through the middle of the site, flowing no • o south. A 0.19 —acre wetland lies at the northeast corner of the site. The wetland w' remain in a sensitive area tract. 2 UPSTREAM DRAINAGE ANALYSIS A site visit was performed on July 2, 99 bserve • upstream, site and downstream drainage conditions. The following ana sis ed • that site visit and related research of available records. 2.1 Upstream Basin There are approximately 160 acres upstream area tributary to the site as delineated on the Upstream Tributary Map. area consists mainly of existing nursery, single-family residences, roadway and cellaneous wetlands. Storm water tends to sheet flow over the yard and roadway are where it is picked up by ditches and pipes. A 42-inch storm line carries the flow s• . 1 under SE 128th St. where it discharges into a ditch behind a residence at 14415 SE 8th St. The ditch ranges from 2 to 3 feet deep and then travels under a driveway a an 18-inch culvert. The storm water enters the north property line of the site • via • ditch and meanders through an existing swale in a southerly direction. 3 DOWNSTREAM DRAINAGE ANALYSIS Refer to the Downstream Drainage Map to aid in the following summary of the downstream drainage system. 3.1 Site Runoff In the existing condition, the storm water sheet flows to the onsite swale. The storm water then flows in a southerly direction where it leaves the site approximately 400 feet east of the February 13,2002 Page 2 Job#01-108 TRIAD Sienna Level 1 Downstream Analysis intersection of SE 132nd St. and 144th Ave SE. At this point the storm water flows for a few feet in a ditch and then under SE 132nd St. in an 18-inch concrete culvert. 3.2 Downstream Runoff The site runoff flows through the 18-inch culvert to a catch basin located on the south side of SE 132nd St. The storm water is then piped south approximately 350 feet where it outfalls into a gravel/hard packed ditch/swale. The water continues to flow in a southerly direction for approximately 100 feet where it splits west and east. The easterly channel conveys flow from a 12-inch culvert where it picks up storm water on the east side of the unopened right- of-way of 164th Ave. SE. The westerly channel flows through a heavily vegetated area into a property at 13224 144th Ave SE. The water is transported through a manmade rocked channel, under a footbridge and then into a 24-inch concrete culvert where it crosses under 144th Ave SE. The water discharges on the west side of 144th Ave SE into a seasonal stream called Maplewood Creek. The creek bed was dry at the time of the site visit. It is well vegetated with grass and meanders through a pasture. The stream flows in a west- southwesterly direction to 142nd Ave SE where it then flows south. There were no apparent signs of flooding outside of the ditch/swale streambed. 3.3 Downstream Drainage Problems According to complaints compiled by the King County Water and Land Resources Division, flooding has occurred between the project site and the one-quarter mile point. Specifically, complaints #86-0739 and #90-0556 reported of flooding of private property at 13323 146th Ave SE. (See the Drainage Complaints exhibit located in the appendix). The first enclosed complaint was received on July 23, 1986. The complaint was of water flowing from Maplewood Heights Elementary School onto the property. The investigation narrated that the school property is 3-6 feet lower than the complainants' property. Therefore the complaint was closed. The second complaint was received on February 6, 1990. It appears that a neighbor filled a low area in their yard that forced drainage to pond in an adjacent yard. The action taken by King County Department of Public Works was not included in the report. At the time of the site visit performed on July 2, 2001, the drainage February 13,2002 Page 3 Job#01-108 <1 i\lti1J • Sienna Level 1 Downstream Analysis swale at this location was ill defined for approximately 100 feet. At this point, the drainage converges with the outflow of the 18-inch pipe from the north. The channel is well defined at the convergence point. The ditches along NE 2nd St and 146th appear to have not been maintained in several years. There are numerous alder saplings along with heavy growth of vegetation. The resident at the corner of NE 2nd St. and 146th Ave SE stated that he has not seen a maintenance crew in over 5 years. He also stated that the ditches have not overflowed but have come close to the top. No flow was observed on the day of the site visit. February 13,2002 Page 4 thuADJob#01-108 v U x1t" 717, iii, ii Clill u0.7 \ 13P 3 111. e \_. xi ,. iio_,, _. 47 g ta7.3c132 'ci7 x ` • �►rr. X 130.42 N X x 12141 + 4111 / \ lift SITE x te7.es _ 311.114 /I x1111 + 13L4 a� _�� ` 71 �y x 1t1 31.14 - c X 188.�6 F� �► ril" -.Dui% \ 11/ ta9,,7 37.01 x it" I NiiiiiiiiiiiiiiiiiiiiiillX ta7 i8 t� U CD Oxt 1 U ,sk .c _ .., ,,,, a si N mil AtIPT ..._ 4 1 AL 1elre II • Ulih N TS ll Illhi tea7t z X x 1e7 T1 IIIW x lel.93 Ditch x teem r Z tE7.1d ri x )I X u7,n ) x 184.46 12S.7t tl7.74 X X x fe6 e3 x PIP x 1j x 1t9.3'! 7aa hr.. � x�,K x tx7.te X ■ x u7, / (I. x 110144 leS 69 T xie6 67 _ X f ii, .. 7 3t x u7V_ x tab I Jim/AiV -".3 to \-"--------sfrj" U z fe,,X xie4h6 )1(... .---\ O /V' u 30 '�� U f- Swale --�' x ( x 01 L24.52 u160 -\,.._ X CD J/ ...... 1T' N I 'r r-' `Rs rt - � '' �'X x 1t4.N >12431 1 X 11e.36 pt1%,1 Stleat� iN.6i! 11 4e j Pax 0 <,..4(1 :.\40,\.<:::c11246.15 x 123.55 12331 X oto.„)\.s.".* X 7 /rY ` x/23.71 1e343 12369 • 7 71 ' 111123 XIa301 xS1e8t9 e3 11 x le" C x .., :h:7 \ 118363 X i /kr"\., �m Y a) x tE3 7/1t3 7s 0 1 taa 40 117,57 ircXe Ye..+ W ;� 1e914 X x 12381 117.18 ltUO 12351 x 124.O2 t X x /� x 1t4 H L. 11 .36 , X x uLbe x 1t3,a1 ^ , x ._ / x 118t's p22.10 x 183 6� , e,.44 x 123.75 x 1e3.67 X1 x 4 1at.60 T man I x 18A47 x 1e3 01 x 123.35 X 1124x.1444 e4 iA _h 1e319 \,..„,....•' � -/ i_JaI,, \N"..,=,\_____:: x �. .. x xu6 eo ` x 2327 xu7,N - /7... v Jr.-----------\,,, ,, --,\J----- VVvI x 117.67 X X u6a2 I I x tea71 \f---- r k.,..___ ......,,,.. . 11446 x X ' 11119. 1 \ 3. FLOW CONTROL AND WATER QUALITY FACILITY ANALYSIS AND DESIGN A preliminary drainage analysis was performed using the pond volume calculation spreadsheet associated with the King County Runoff Time Series software. This spreadsheet provides a quick estimate of pond volumes required. The calculated detention and water quality volume required for this site is approximately 45,000 CF. See attached Pondcalc Worksheet. Pondcalc Worksheet Instructions: 1 Enter site information in the yellow highlighted cells 2 Verify no error message is displayed 3 Results are displayed in Green Box *Note: pondcalc will not work for negative landcover conversions. pondcalc does not handle existing El or TG very well. Disclaimer: This spreadsheet is provided without warranty of any kind. Use this spreadsheet at your own risk. All facility sizes should be verified using KCRTS software. Rainfall Region ST {either ST or LA see rainfall regions map} Scale Factor: 1.00 { 0.8- 1.2 see rainfall regions map} FC Level: 2 { 1, 2, or 3 see flow control app map} Predeveloped Landcover Postdeveloped Adjusted Acres Error Messages acres type acres converted cover 0 TF i11,1i,,i 0 4 TP ;r,4WfiI;N16;illi!;uBliiri; .ii!iii„kdiiiiiii 4 ' TG 2.25 2.25 1, �0 i,i i,' ,i El 2.25 1.75 ....:....:......... ... TF= till forest, TP =till pasture, TG =till grass, El = effective impervious Acreage Check: post pre gross 4.5 4.5 adjusted 4 4 + 1' i t )� . Lj py� y7rr�gg� �::{ }5 k'y i��.. .` i 3 w I r r xa .,y f h'1 11{\-4 i.t Y 7,k.A c 41.ii,9 J Q lfA 4„+ ' i }:.4:;!!z Y": ZZE-an Vi Q VoL ►zE l- ,3O0 cF• - - - - voc.�nE — Y. 000 eF EOSPECTF . .a CONSULTANTS, INCA Geotechnical Engineering and Earth Sciences January 11, 2002 Mr. Tom Foster DBA Langley Development Group 6450 South Center Boulevard, Suite 106 Seattle, WA 98188 Subject: GE OTEC H NI CAL EVALUATION DEVELOPMENT PLANING Proposed 22-Lot Piele Parcel Development CITY OF RENTON NE 5th Street and Jericho Avenue NE Renton, Washington Project No. 00-126-01 RECENED Dear Tom, ' This report presents the results of our geotechnical investigation performed on the site of the proposed residential development. The development will be located at the southwest corner of the proposed NE 5th Street and Jericho Avenue NE in Renton. The purpose of the investigation was to provide geotechnical engineering evaluations of the site conditions and geotechnical recommendations for site development. Our work was performed in accordance with the scope and conditions of our proposal dated October 2, 2001. We have previously performed geotechnical evaluations of the adjoining Honey Brooke Phase I and II plats to the south and southwest. You provided us an undated rough sketch of the proposed plat for use as a reference for our explorations. Based on that referenced plat sketch shown in Figure 2, the proposed plat will include 22 lots within the subject property. Access to the lots will be provided by the proposed NE 5th Street and a northward extension of Jericho Avenue NE, as well as two tributary streets. 1 ` Site grading is expected to include minor cuts and fills up to about 5 feet maximum for street subgrade construction and leveling of the building lots. Development of the single family residence lots is expected to be one or two story wood frame homes. Foundation load information is not available at this time but for the purpose of our evaluation bearing wall loads for the residence structures are assumed to be on the order of 1 to 2 klf. If actual structural loads exceed the above values by more than 25%, this office should be notified. P. Box 276, Issaquah, W4 98027-0276 • Phone: (425) 397-4228 Fes' (425) 391-422e Foster and Stump January 11, 2002 SCOPE OF WORK Our geotechnical evaluation included subsurface exploration, engineering evaluations, and the preparation of this report. The scope of work included the following specific tasks: o Reviewed published geologic mapping of site vicinity. o Excavated 9 test pits to depths ranging from 4 to 8.5 feet below the ground surface to observe the subsurface soil conditions. Approximate locations of the test pits are shown on the sketch of Figure 2. o Continuously logged the subsurface conditions, as encountered in the test pits at the time of excavation. Logs of the test pits are presented on the summary sheets of Appendix A. o Performed engineering evaluations of the site conditions and their impact on site development. o Developed geotechnical recommendations for general site grading, street subgrade preparation, retaining wall and rockery construction and residential development. o Prepared this geotechnical report summarizing our findings and recommendations for site development. EXISTING SITE CONDITIONS The proposed development is situated at the southwest corner of Ne 5th Street and Jericho Avenue NE (144th) as approximately shown on Figure 2. Six of the proposed 22 lots are located on the north side of NE 5th Street. Topography in the general site vicinity slopes down gently to the south and east as shown in Figure 1. Local site topography is generally flat with a very gentle slope down to the south and southeast. Elevation difference across the property is generally only a few feet from northwest to southeast with the exception of the area southeast of TP-6 which slopes down at a moderate inclination to a natural low area and pond near the south property line about 150 west of the southeast property corner. There are currently four homes existing on the property, all of which front along the proposed NE 5th Street. The two existing houses shown on Figure 2 are to remain and the other two homes along with several out structures will be demolished or moved. Project No. 00-126-01 Page 2 Foster and Stump January 11, 2002 The northern portion of the property north of NE 5th Street is undeveloped except for the existing house and appurtenant structures with primarily grass cover with scattered evergreen and deciduous trees along the perimeter. The southern portion of the property south of NE 5th Street includes the existing house to remain at the northwest corner and two other developed lots with several barns, sheds and other structures. The remainder of the southern portion appears to be used for pasture for various livestock. Subsoils Our evaluation of the subsurface conditions was based on our exploratory test pits, surface observations and review of published geologic mapping. Logs of our test pits are included in Appendix A of this report. Natural subsoils encountered in our test pits indicate that the site is generally underlain by weathered to fresh glacial soils with scattered areas of surface fill and debris. The glacial till soils encountered at the site were generally found to consist of silty fine sand with gravel. Our test pits encountered a sequence of weathered surface soils becoming very dense and/or cemented at depths of about 2 to 3.5 feet below the natural surface. A layer of topsoil/sod/duff was observed at most test pit locations and ranged from about 0.5 to 1.0 feet thick and was generally brown to dark brown. The underlying weathered glacial till soils extended to depths of 2 to 3.5 feet and were generally loose to medium dense, moist to very moist/wet and brown, red-brown and gray brown. The less weathered to fresh glacial till soils underlying the weathered soils were generally dense to very dense and cemented, moist to very moist and gray or gray-brown. The cross-hatched areas shown on Figure 2 indicate the general areas where we either observed surface fill or encountered fill in our test pits (other fill may also exist in areas which we did not explore). A thin layer of fill was encountered in TP-2 and surface mounds of fill soils were observed in the north-central area of the northern portion of the property as shown in Figure 2. About 1 foot of fill was encountered in TP-4 located along the south side of NE 5th Street. Thicker fill deposits were encountered in test pits 6, 7 and 8 in the southeastern site area to depths of about 7.0, 3.5 and 2.5 feet respectively. The fill soils observed in TP-6 and TP-7 near the south property line were loose to medium dense silty fine sand with trash and construction debris and were probably imported from off site. Heavy caving occurred within the fill soils during excavation of TP-6. The fill soils observed at TP-8 were generally clean, gravelly sand but were also likely imported from off site. Project No. 00-126-01 Page 3 Foster and Stump January 11, 2002 Ground Water During excavation of the test pits, ground water or seepage was observed in Test Pits 1, 3, 4, 7 and 8. Very heavy seepage occurred at about 1.5 feet in TP-1, filling the excavation almost immediately as it was dug. Heavy seepage was also encountered at TP-3. Moderate to strong seepage was encountered in Test Pits 4, 7 and 8. We expect that ground water seepage would have been encountered in TP-6 if the excavation could have penetrated down to the dense natural soils. No ground water seepage was encountered in Test Pits 2, 5 and 9. Measured moisture contents in the fill and weathered natural soils ranged from about 14 to 29 percent except for the gravelly fill of TP-8 which was only about 6 percent. The measured moisture content of the dense natural soils generally ranged from about 13 to 16 percent. Subsurface Variations Based on our experience, it is our opinion that some variation in the continuity and depth of subsoil deposits and ground water levels should be anticipated. Due to the depositional characteristics of the natural soils and seasonal ground water variations, care should be exercised when interpolating or extrapolating subsurface soils and ground water conditions between or beyond our test pits. Fill depths are expected to vary over the site, depending on the original natural ground surface, previous grading and any previous onsite structures. Project No. 00-126-01 Page 4 Foster and Stump January 11, 2002 SITE DEVELOPMENT EVALUATIONS General Based on the results of our field investigations combined with our own experience and judgment, it is our opinion that the site can be developed as planned provided that proper construction procedures are followed. Review of published surface geologic mapping of the site vicinity (see Figure 1) indicates that the site surface soils were mapped as glacial till soils (Qgt). These glacial soils were deposited during the Vashon glaciation, the last glacial advance into the Puget Sound area which ended approximately 13,500 years ago. Glacial till soils are typically a compact mixture of clay, silt, sand and gravel which were deposited at the base of the glacial ice. Based on our subsurface explorations on the site, in our opinion the natural soils encountered at the site are glacial till soils (Qgt) consistent with the referenced geologic map. In addition our explorations indicate that fill soils exist in at least the areas indicated on Figure 2. Fill soils may be encountered at other locations as well, however the scope of this study did not include specific delineation of fill areas. We expect that the fill soils in the southeastern portion of the site were placed to fill in a natural depression and maximum fill thickness may exceed 10 feet. Ground Water Considerations Ground water or seepage was encountered in Test Pits 1, 3, 4, 7 and 8 and we expect that ground water seepage would have been encountered in TP-6 if the excavation could have penetrated down to the dense natural soils. Based on our explorations we expect that shallow ground water is likely to be encountered within the northern portion of the property particularly within the western half of the north portion. In addition deeper ground water should be expected in the southeastern quadrant of the property. Typically ground water seepage was observed within the upper weathered natural soils just above the very dense/hard glacial till contact or at the base of the fill soils, indicating that the water is most likely "perched" within the loose/medium dense weathered soils and fill above the very dense/hard till soils. Site grading will be difficult in the areas of shallow ground water particularly in the western half of the northern portion of the property. Excavated onsite soils and particularly soils in the shallow ground water areas will likely be too wet for proper compaction except in the late summer months and may need to be hauled off site or dried out before using in fill areas. Where subgrade preparation is required in the wet areas, the existing wet soils should be excavated to the dense/hard till and replaced with imported clean sand/gravel fill that can be compacted under wet conditions. Excavation dewatering may be required for proper fill placement. Project No. 00-126-01 Page 5 Foster and Stump January 11, 2002 Construction dewatering will also likely be required for foundation excavations and construction on lots where ground water exists. All ground water should be removed from the bearing soil surface prior to foundation concrete pour. Street Construction Based on our visual reconnaissance it appears that most of the new roads/streets will require cut/fill depths on the order of 5 feet or less. We expect that most of the street construction for NE 5th Street, Jericho Avenue NE and the access roads will encounter variable thickness of fill and natural weathered glacial till soils. Existing fills and loose natural soils are not considered suitable for direct subgrade support. Street subgrade preparation will generally require stripping of existing fill soils and unsuitable loose natural soils where they are exposed in the street subgrade and placement of structural fill as required to achieve the final subgrade. However medium dense to dense natural soils are considered suitable for subgrade support with little or no preparation. Medium dense to dense natural soils may be exposed in areas where the proposed road grade is more than about 3 to 4 feet below existing grade except in the southeastern quadrant of the site where medium dense soils may be 5 to 10+ feet below existing ground. In areas of deep fill, partial fill removal and replacement with a structural fill zone combined with a surcharge fill program could be considered as an alternate to complete fill and loose soil removal, however you must be willing to accept the risk of future subgrade settlement due to the remaining debris fill and organic soils at depth. Specific recommendations for street subgrade construction are presented under the "Site Grading" section of RECOMMENDATIONS. Residential Foundations Existing fill soils and/or organic loose or medium dense soils are not considered suitable for foundation support. Foundations should penetrate through the upper unsuitable soils to bear on dense to hard natural soils. In our opinion conventional spread footings founded on the dense to hard natural soils should provide good support for the residence structures. Alternatively where the depth to bearing soils is deep, residential structures may be supported on deep foundations. Typical deep foundations for residential structures include small diameter driven pipe piles and helical piers. Specific recommendations for design and construction of spread footing foundations, driven pipe piles and helical piers are presented below under "RECOMMENDATIONS". Project No. 00-126-01 Page 6 Foster and Stump January 11, 2002 RECOMMENDATIONS The following subsections present our geotechnical recommendations for site grading, street subgrade preparation, residential foundations, retaining walls and rockeries. Also included are recommendations for site drainage, erosion control, plan review and observations and testing during construction. Site Grading Site grading is expected to consist primarily of excavation and fill placement to prepare the street and access roads subgrades, create building pads and backfill utility trenches and possibly retaining walls. Onsite natural soils (excluding topsoils) are considered technically suitable for structural fill provided that the moisture content can be adequately controlled. In our experience, soils derived from glacial till are quite moisture sensitive and will be very difficult to compact under high moisture conditions. Excavated onsite soils and particularly soils in the shallow ground water areas will likely be too wet for proper compaction except in the late summer months and may need to be hauled off site or dried out before using in fill areas. Where subgrade preparation is required in the wet areas, the existing wet soils should be excavated to suitable soils and replaced with imported clean sand/gravel fill that can be compacted under wet conditions. Excavation dewatering may also be required for proper fill placement. Onsite silty sand soils are not considered suitable for retaining wall drainage zone backfill because they will not be adequately free-draining. Retaining wall drainage zone backfill will require imported clean sand/gravel soils. Recommendations for site preparation, temporary excavations, structural fill, and street subgrade preparation are presented below. Site Preparation: Existing fill, vegetation, debris, and soft or loose soils should be stripped from the areas that are to be graded. During rough grading, excess soils may be stockpiled for later use. Soils containing more than 1% by weight of organics may be used in planter areas, but should not be used for fill beneath building or pavement areas. Stumps, debris and trash, plus rocks and rubble over 6 inches in size, should be removed from the grading areas. Subsoil conditions on the site may vary from those encountered in the test pits. Therefore, the soils engineer should observe the prepared areas prior to placement of any new fills. Temporary Excavations: Sloped temporary construction excavations may be used where planned excavation limits will not undermine structures or interfere with other construction. Where there is not enough room for sloped excavations, shoring should • Project No. 00-126-01 Page 7 Foster and Stump January 11, 2002 be provided. Contractors should note that excavation of the un-weathered glacial till may be very difficult with conventional backhoe equipment. Based on the subsurface conditions encountered in our test pits, it is our opinion that sloped temporary excavations may be made vertically to depths less than 4 feet in natural soil areas without ground water. Fill soil excavation should be sloped no steeper than 1:1 (horizontal:vertical). Excavations in ground water areas should be made at slope gradients no steeper than 1.5: 1 (horizontal:vertical) within saturated fill or loose to medium dense soils and 1 : 1 (horizontal:vertical) in the dense/very dense soils, however it should be noted that flatter slopes may be required for stability and that the contractor is responsible for safety and maintenance of construction slopes. Sandy soils exposed in cut slopes should be kept moist, but not saturated, to retard ravelling and sloughing. Surface drainage should be directed away from the top edge of cut slopes. Surcharge loads should not be allowed within 5 feet of the top of cut slopes or within a 1:1 (horizontal : vertical) plane extending up from the toe of excavation, whichever is greater. Structural Fill: Excavated onsite silty sand soils are considered suitable for general structural fill but not adequately free-draining for use as retaining wall drainage zone material. The onsite soils are expected to be moisture sensitive and very difficult to compact unless soil moisture can be maintained near optimum. Imported granular fill soils may be required in wet weather conditions or in the wet site areas where moisture conditions cannot be adequately controlled for proper compaction. Existing fill, organics and any loose natural soils and debris should be removed from structural fill areas in accordance with the "site preparation" recommendations prior to placing structural fill or backfill. General structural fill should be placed in horizontal layers not exceeding 8 inches in loose thickness and compacted to at least 90% of the maximum dry density as determined by the ASTM D1157-91 test method. Imported material for fill should be clean, well-graded sand and gravel materials free of organic debris and deleterious material with less than 15 percent fines based on the sand fraction. Fill Slopes: All permanent fill slopes should be constructed of properly placed and compacted structural fill with gradients no steeper than 2:1 (h:v). All existing fill, vegetation, debris, and loose/medium dense soils should be removed from proposed fill slope areas prior to fill placement (see "Site Preparation"). Where underlying natural slope gradients are 20% or more, fill slopes should be keyed and benched into undisturbed dense natural soils. Key width should be at least 1/3 the slope height. Key depth should penetrate at least 2 feet into undisturbed dense natural soils. All fill should be placed and compacted in accordance with the recommendations for "Structural Fill". Project No. 00-126-01 Page 8 Foster and Stump January 11, 2002 Cut Slopes: All permanent cut slopes should be made no steeper than 2:1 (h:v) in loose/medium dense soils and no steeper than 1.5:1 (h:v) in dense natural soils. Existing trees located within 5 feet of the top of the cut slope should be felled. Utility Trenches: Buried utility conduits should be bedded and backfilled around the conduit in accordance with the project specifications. Where conduit crosses pavement subgrade areas the backfill above the pipe should be placed and compacted in accordance with the recommendations for structural fill. Slab and Pavement Subgrade Preparation (best support) The street pavement section (base course and A.C. paving) should be supported on a subgrade compacted to at least 95 percent of the ASTM D1557 maximum dry density. Subgrade preparation should include stripping of all existing fill, vegetation and soft loose topsoils and weathered soils in accordance with the "Site Preparation" recommendations. Stripping depth required in areas with no existing fill is expected to be about 2 to 3+ feet. Where cut grading exposes medium dense to dense natural soils at the final subgrade elevation, the natural soil surface should be compacted in place to at least 95 percent of the ASTM D1557 maximum dry density. In all other areas structural fill should be placed as required over medium dense natural soils to final street subgrade providing a minimum of 12 inches of compacted subgrade. Risk of cracking can be reduced by placing 2-way reinforcement steel within slabs. If a floor covering is used, slabs should be underlain by a polyethylene vapor barrier of at least 6 mil thickness. If a vapor barrier is used it should be covered with 2 inches of clean sand to reduce punctures and aid in concrete curing. Slab and Pavement Subgrade Preparation (alternative mitigation) If a partial excavation and surcharge program is selected as a alternative subgrade preparation procedure to help mitigate expected settlements due to existing fill and organic soils (some risk of settlement will remain), we recommend as a minimum that existing soils should be excavated and replaced with structural fill to a depth of at least 36 inches below the final subgrade surface in street areas and 24 inches below the final subgrade surface in driveway and slab areas. Properly compacted structural fill should be placed to an elevation of at least 6 inches above the planned final pavement grades. Surcharge fill should be placed above the structural fill to a minimum thickness of 3 feet or a thickness equal or greater than the thickness of any permanent new structural fill above the existing grades. Pre-load and Surcharge Settlement Monitoring: Site preparation including stripping and over-excavation should be performed as required to provide the minimum thickness of subgrade structural fill as recommended above. We recommend that at Project No. 00-126-01 Page 9 Foster and Stump January 11, 2002 least 3 surface settlement monuments be placed within the pre-load area and 2 monitoring bench mark reference points should be established in natural soil areas at least 50 feet from the surcharge fill. The settlement monuments should be placed at points along the centerline of the surcharge area and additional monuments added at irregular areas as required. A typical detail for a surface settlement monument is presented in Figure 3. The monument base plate should be established at or near the existing grade after stripping and placement of the structural fill zone. The pipe stem should extend at least 3 to 4 feet above the maximum fill surface. Settlement monuments and monitoring points should be monitored by a licensed surveyor. Elevations of the monument base plates and the top of the riser pipe should be determined prior to placement of the fill. The elevations of the top of the riser pipe and fill surface at the monument location should be recorded at each reading. Any monument that is damaged by equipment or vandalism should be removed and replaced as necessary and new elevations taken. Measurements should be taken 3 times a week during fill placement and the first week after completion of grading. Monument and fill elevation readings should be forwarded immediately to our office for evaluation. Based on review of the settlement data, reading frequency may be reduced but should be at least once a week until completion of the primary settlement. Bench mark elevation reference points should be established in natural soil areas at least 50 feet from the surcharge fill. The bench mark elevation should be checked against a regional bench mark before and after the monitoring program. Residential Spread Footing Foundations Conventional spread footings founded on undisturbed dense to very dense natural soils should provide good support for residential structures within the proposed plat. All footings should be founded at least 18 inches below the lowest adjacent final grade. and should be deepened as required to penetrate existing fill and loose/medium dense natural soils to bear on dense natural soils. Suitable dense to very dense bearing soils were encountered at depths of about 2 to 3.5 feet below the natural surface at our test pit locations. Square footings should be at least 24 inches wide and continuous wall footings should be at least 16 inches wide for two story structures. Continuous footings for garages or other light structures with loads less than 1 kip/ft may be reduced to a minimum width of 12 inches. Footings may be designed based on an allowable bearing pressure of 2000 psf. Where fill soils are encountered, footings should be deepened as required to penetrate the fill and bear on the undisturbed dense natural soils or deep foundations should be used (see recommendations below). To provide a level bearing surface, footings should be stepped in areas where the bearing surface slopes. As an alternative to Project No. 00-126-01 Page 10 Foster and Stump January 11, 2002 deep spread footings to penetrate fill and unsuitable soils foundation loads may be transferred from the recommended minimum foundation depths to the recommended bearing soils by a monolith of lean concrete having a minimum compressive strength of 1000 psi. The width of an unreinforced lean concrete monolith should be at least as wide as the footing or at least one-third of the monolith height, whichever is greater. Reinforced monoliths should be designed by a structural engineer. A suitable width trench should be excavated with a smooth edged excavator bucket (no teeth) to expose the dense/very dense bearing soils under observation by our office and backfilled as soon as possible with the lean concrete to the footing elevation. Settlement of spread footing foundations is expected to be within tolerable limits for wood-frame structures. For example, the estimated settlement of continuous wall footings carrying loads up to 2 klf are expected to be on the order of 1/2 inch or less for a properly constructed foundation. Settlements are expected to occur primarily during construction. For lateral design, resistance to lateral loads can be assumed to be provided by friction acting at the base of foundations and by passive earth pressure. A coefficient of friction of 0.4 may be assumed with the dead load forces in contact with onsite soils or structural fill. An allowable static passive earth pressure of 250 psf per foot of depth may be used for the sides of footings poured against undisturbed dense natural soils or properly compacted structural fill. The bearing values indicated above are for the total dead load plus frequently applied live loads. If normal code requirements are applied for design, the vertical bearing values may be increased by 50% for short durations of loading which will include the effects of wind or seismic forces. Allowable lateral passive pressures may be increased by 33% for wind and seismic forces. Driven Pipe Pile Foundations Properly constructed pipe piles are considered a feasible alternative system to transfer loads through the unsuitable soils to the deep bearing soils. This type of support is constructed by driving 2-inch to 4-inch diameter steel pipe to refusal into the bearing soils below the fill and unsuitable soils. Installation is normally accomplished with a tractor mounted hydraulic hammer system but can be accomplished using a hand-held pneumatic hammer for 2-inch piles. The tip of the pipe should be driven into the natural bearing soils to refusal. Based on our experience, piles are expected to penetrate about 5 to 10 feet into the bearing soils before encountering refusal. Refusal penetration rates for piles will depend on the pile size and hammer size. As examples, refusal for a 2-inch pile driven by a 90Ib hand- held hammer plus the weight of the operator should be a penetration rate of about 1/2 to 1 inch per minute or less and refusal for a 3-inch pile driven with a tractor-mounted Project No. 00-126-01 Page 11 Foster and Stump January 11, 2002 8501b hydraulic hammer should be a penetration rate of about 2 to 3 inches per minute or less. The pipe, which forms the pile, must be of structural quality (schedule 80) and must be provided with a corrosion resistant coating (galvanized). Pipe pile capacities will depend on size and installation characteristics. Based on our experience, the allowable vertical downward capacity of a 2-inch diameter needle pile installed as recommended above is 4 kips and allowable capacities of 10 kips can be assumed without a load test for 3-inch diameter piles installed as recommended above (Factor of Safety = 2+). No uplift capacity should be assumed for driven pipe piles. Higher allowable downward capacities may be achievable but must be based on a site specific load test of the proposed pile and installation criteria. We suggest that you consider performing a load test on a representative pile to verify the appropriate allowable vertical bearing capacity for this site and the chosen pile size. Capacity may be limited by the structural capacity of the pipe and connections which should be determined by the structural engineer. The pipe pile supports should be capped with a grade beam to transfer structural loads to the piles. The pile/grade beam system should be designed by a qualified structural engineer. No lateral support should be assumed for the piles. Resistance to lateral loads can be provided by battered piles (compression only) and by passive earth pressure against the sides of grade beams. An allowable static passive earth pressure of 150 psf per foot of depth may be used for the sides of grade beams poured against existing soils. If pipe pile foundations are designed and installed in accordance with the recommendations given above, the settlement of a single isolated pile is estimated to be about 1/4 inch. Helical Pier Supports Helical piers are considered a feasible alternative foundation system to transfer loads through the unsuitable soils into the underlying bearing soils. This system consists of one or more circular helixes welded to a support rod, which is "screwed" into the ground with a power torque head. We recommend the use of SS150 or SS175 type helical piers as per the A.B. Chance Co. or equivalent, using a double helix lead section with a 6-inch lead helix to help penetrate into the dense bearing soils. Both the lead section and extensions should be properly galvanized. Piers should penetrate through the weathered surface soils and into the dense natural bearing soils. Minimum spacing between pier centers should be at least 3 diameters or 3 feet whichever is greater. Minimum penetration into the bearing soils should be at least 3 feet for downward loaded anchors and 5 feet for uplift anchors (see below). Adequate penetration into the bearing soils and installation torque should be verified by a representative of this office during the production pier installations. Project No. 00-126-01 Page 12 Foster and Stump January 11 , 2002 Recommended allowable single pier static downward capacity should be taken as 3.33 times the installation torque in ft-lbs (3000 ft-lbs torque for a 10 kip allowable capacity). Based on static analyses and our experience, we expect that capacities of 10 kips are achievable and capacities as high as 20 kips could be developed with larger installation equipment. The allowable capacity may be used for dead loads plus frequently occurring live loads. The recommended pier capacity may be increased by 33% to resist total vertical downward loads which include a transient component such as loads due to wind forces or seismic shaking. Helical piers may be used to resist tension loads provided that they penetrate a sufficient depth into the soils. An uplift capacity of 10 kips with no increase for dynamic loading may be assumed for design for piers penetrating at least 10 feet below final grade and at least 5 feet into bearing soils. However we recommend that a uplift load test be performed prior to installation of production piers to verify uplift capacity at the minimum penetration and that all uplift piers should be proof tested to verify their allowable uplift capacity. The helical pier system should be designed by a qualified structural engineer. Pier capacities may be limited by the structural capacity of the extension rods and connections which should be determined by the structural engineer. The helical pier supports should be capped with a grade beam or other properly designed connection to transfer structural loads to the piers. No lateral support should be assumed for the pier shafts. Resistance to lateral loads can be provided by battered piers (tension or compression) and by passive earth pressure against the sides of grade beams. An allowable static passive earth pressure of 150 psf per foot of depth may be used for the sides of grade beams poured against existing soils. If pier foundations are designed in accordance with the recommendations given above, the settlement of a single isolated pier is estimated to be less than 1/4 inch. Calibration of any pressure operated torque indicators for the production installation equipment should be verified by correlation to torque measured via an electronic or shear pin torque indicator during the first pier installation. Retaining Walls Cantilevered retaining walls as referred to in this report are walls which yield or move outward during and after backfilling. Actual wall movements will depend on the wall design and method of backfilling and can range from 0.1% to 0.3% of the wall height. Design pressures for cantilevered walls given below assume that the top of the wall will deflect at least 0.2% of the wall height. Project No. 00-126-01 Page 13 Foster and Stump January 11 , 2002 Static design of permanent cantilevered retaining walls which support a horizontal surface of properly compacted clean free-draining granular material may be based on an equivalent fluid density of 35 pcf. This pressure assumes that there is no water pressure behind the wall. A uniform lateral pressure due to backfill surcharge should be computed using a coefficient of 0.25 times the uniform vertical surcharge load. Static design of walls structurally braced against movement should be based on an equivalent fluid density of 60 pcf. This pressure assumes that the wall supports a horizontal backfill of properly compacted free-draining granular material and that there is no water pressure behind the wall. Uniform lateral pressure due to a uniform vertical surcharge behind a braced wall should be computed using a coefficient of 0.45 times the uniform vertical surcharge load. Seismic design of retaining walls should include a dynamic soil loading based on a 0.24g 475-year UBC recurrence ground motion level. Dynamic soil pressure should be assumed to have an inverted triangular distribution. The dynamic soil pressure at the top of the wall should be at least 20H (psf) where H is the height of the wall above the footing base. The dynamic soil pressure should diminish linearly to zero at the base of the wall. Combined static plus dynamic soil pressure should be used for seismic design of the walls. Care should be exercised in compacting backfill against retaining walls. Heavy equipment should not approach retaining walls close enough to intrude within a 1:1 line drawn upward from the bottom of the wall. Backfill close to walls should be placed and compacted with hand-operated equipment. Recommendations for placement and compaction of structural fill are presented under "Site Grading". Design wall pressures given above assume no water pressure behind the walls. We recommend that a drainage zone extending the full height of the wall be provided behind all retaining walls and a adequate drain system be provided at the base of all retaining walls. As a minimum, the drainage zone should be at least 2 feet wide or 1/2 the wall height, whichever is less. Backfill within the drainage zone should be a clean sand/gravel mixture with less than 5 percent fines based on the sand fraction. A membrane of Mirafi 140 filter fabric or equivalent should be provided between the drainage zone material and onsite silty soil backfill. Wall drains should consist of a four-inch diameter perforated PVC drain pipe placed in at least one cubic foot of clean, drain gravel per lineal foot along the base of the wall. Drain gravel should be washed material with particle sizes in the range of 3/4 to 1-1/2 inches. The drainage zone backfill should be capped with paving or 12 inches of silty soils to reduce surface water infiltration. Conventional spread footing foundations founded on undisturbed dense to very dense natural soils may be used for support of retaining walls. Design of wall foundations should be in accordance with the recommendations presented in this report. Project No. 00-126-01 Page 14 Foster and Stump January 11, 2002 Rockery Construction Rockeries should be considered primarily as facing for stable cut slopes in competent natural soils that will require periodic inspection and repair. They should be located so that they can be reached by a contractor if repairs are necessary. The rockery keyway should be excavated to expose dense/hard natural soils. The competency of the foundation subgrade and stability of the exposed slope face should be verified by the geotechnical engineer prior to placing rock. Rocks placed in the lower half of an 8 foot rockery should be 3000 to 4000 lb. rock, or larger. Rocks placed above this level may gradually decrease in size with increasing height but should be no smaller than 750 lbs. The long dimension of the rocks should be oriented into the slope for maximum stability. Where rockeries support fill soils, we recommend that the minimum rock dimension (into the face) be at least 2 feet or 1/2 the rockery height above the level of the base of that rock whichever is larger. This would require 2 to 3 foot long (2000 to 4000 lb.) rock at the base for support of a 4 to 5 foot fill height. We recommend that rockeries not be used for support of fill greater than 5 feet. Rocks should be placed to avoid continuous joint planes in the vertical or lateral directions. Each rock should bear on two or more rocks below it, with good flat-to-flat contact. The rockery face should be battered into the slope at a gradient of 1 h:5v or flatter. A minimum 18-inch wide layer of well graded gravel drain material should be provided for the full height behind the rockery with a 4" minimum perforated drain pipe at the base. Drain pipes should consist of 4-inch minimum diameter, perforated or slotted rigid plastic PVC pipe laid with a positive gradient to a controlled, non-erosive discharge into the storm drain system. Drain pipes should be placed below the lowest rock and should be bedded on and surrounded by the gravel drain material. Special care should be exercised in compacting fill behind rockeries. Heavy equipment should be kept beyond a 1.5:1 (h:v) line drawn upward from the bottom of the rockery. Backfill close to rockeries should be placed and compacted with hand-operated equipment as the rockery is constructed. Recommendations for placement and compaction of structural fill are presented under "Structural Fill" . Drainage Control Adequate positive drainage should be provided on all of the proposed lots and on the site in general to prevent water from ponding and to reduce percolation of water into subsoils. Granular backfill should be capped with paving or 6 inches of onsite silty Project No. 00-126-01 Page 15 Foster and Stump January 11, 2002 soils. A desirable slope for surface drainage is 2% in landscaped areas and 1% in paved areas. Roof drains should be tightlined into the storm drain system or other appropriate discharge point (no discharge on the ground surface). Permanent perimeter drains, independent of the roof drain systems, should be placed adjacent to the base of the continuous exterior foundations. Perimeter drains should consist of a four-inch diameter perforated PVC drain pipe placed in at least one cubic foot of a well graded sand and gravel filter material per lineal foot along the base of the foundations. At least one interior drain should be provided in the subfloor areas connecting to the perimeter drain on the downslope side at the lowest point. Erosion Control Onsite materials in general are expected to be erodible when exposed to direct water flows. Siltation fences or other detention devices should be provided around soil stockpiles and exposed soil areas during construction to control the transport of eroded material. Exposed final graded soil areas should be planted immediately with grass and deep rooted plants to help reduce erosion potential. Plan Review This report has been prepared to aid in the evaluation of this site and to assist the civil engineers in the design and construction of the project. It is recommended that this office be provided the opportunity to review the final design drawings and specifications to determine if the recommendations of this report have been properly implemented and to make any supplemental design recommendations which may be required. Observations During Construction Foundation recommendations given in this report are based on the assumption that new foundations will be supported on undisturbed dense to very dense natural soils. Spread footing excavations and/or lean mix concrete trenching should be observed by a representative of our office to see that footings are supported on suitable bearing soils and that excavations are free of loose and disturbed material. Deep foundation installation should be observed by a representative of our office to see that the deep foundations have proper embedment, and meet recommended refusal criteria. Site grading should be observed to verify proper stripping or clean out prior to placement of structural fill. A qualified testing laboratory should provide field density testing of structural fill soils to verify our recommended minimum compaction requirements. Surcharge fill monitoring should be reviewed by our office. Project No. 00-126-01 Page 16 Foster and Stump January 11 , 2002 CLOSURE This report was prepared for specific application to the subject site and for the exclusive use of the Tom Foster and Gary Stump and their representatives. Our work was performed directly by or under the supervision of the undersigned. The findings and conclusions of this report were prepared with the skill and care ordinarily exercised by local members of the geotechnical profession practicing under similar conditions in the same locality. We make no other warranty, either express or implied. Variations may exist in site conditions between those described in this report and actual conditions encountered during construction. Unanticipated subsurface conditions commonly occur and cannot be prevented by merely making explorations and performing reconnaissance. Such unexpected conditions frequently require additional expenditures to achieve a properly constructed project. If conditions encountered during construction appear to be different from those indicated in this report, our office should be notified. Respectfully submitted, GEOSPECTRUM CONSULTANTS, INC. c ._ ELT '` James A. Doolittle Principal Engineer /I/ /67— Encl: Figures 1, 2 and 3 ro 4 GI 3 E� °�623 �" . Appendix A �srON Dist: 3/Addressee EXPIRES 3/19,102 Project No. 00-126-01 Page 17 V�: �� tl[ 3 n1i..411 0 J ' 1 i v ''.F ii .i;,/ 10 ,ll" )it 1"rj•QC104•1k:I°F• --;--;-;-';'; • ' DM • 1,,, ,,• ''''‘•••• r t "4 1 r ") i j � �5iF, �� � ''''\,, 41 3 J • Q�t � JI a , , . , u I, �• i' 84:._,; ,, z�\ ^I J;l)I_. -I1 ` _,;I; I �•,II,. `J , `] y}�!1 -1 —I� Y -7.�� . •"'._'. �+ Jr J / 1 II' '1• 1 1 ` I+T I. 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Mullineaux, USGS Map GQ-405, 1965 Scale: 1"=2000' SITE VICINITY GEOLOGIC MAP Proposed Piele Parcel Development GEOSPECTRUM CONSULTANTS, INC NE 5th Street and Jericho Avenue NE � R o ent n Washing ton Gavtachnlcol Enwlnaar/n8 on_d Eorth Sclancas Proj. No.01-126 Date 01/02 Figure 1 TP-1 K- . ii , , TP-2>,,,,,- ..." '-',N, \\><7 1 "= 100'± T P-3 ) , I house to remain ■ \Pyoposed NE 5th Street ,�;TP-� • TP-9 T . 7 N\7\NN „,„ house to remain ?N 111110' TX > `� 11� �/ \ ■TP-5 7 iTP� .Eil � 41116. III` TP-7 SITE EXPLORATION PLAN SKETCH GEOSPECTRUM CONSULTANTS, INC. o5ths Street and Jeril cho Avenue�NE .............................. 2 > Nr? iSyi< r ` % : :.:._ w : , Renton, WashinyLon Lon aotBchn/col Eng/nBar/ng ono'Eor-th Scloncos Proj. No.01-1 26 Date 01/02 Figure 2 2112'dia.Steel Pipe 1 3'to 4'Min. 1'Min. \ ---,,--..-.. Final Grade Coupling(wrench tightened at each joint) Coupling Welded to Plate 12'dia.PVC Guard Pipe ELEVATION 'I4'Steel Plate I I 4 3'Min. l'i Steel Plate PLAN 3'Min. I O i .N. ...- N — PVC Guard Pipe SETTLEMENT MONUMENT DETAIL Proposed Piele Parcel Development GEOSPECTRUM CONSULTANTS, INC. NE 5th Street and Jericho Avenue NE ..... . .......................... <,:<;:k;.>:;•><;>:v ,>��:•:.:;:;<:•; ;:::: Renton, Washington .......... Gaotachn/co/Eng/Haar/ng on_d Eorth Sc/ancvs Proj. No.01-126 Date 01/02 Figure 3 • APPENDIX A FIELD EXPLORATION Our field exploration included a site reconnaissance and subsurface exploration program. During the site reconnaissance, the surface site conditions were noted, and the locations of the test pits were approximately determined. Test pits were advanced using a tractor-mounted backhoe. Soils were continuously logged and classified in the field by visual examination, in accordance with the ASTM Soil Classification system. Logs of the test pits are presented on the test pit summary sheets A-1 through A- 5. The test pit summaries include descriptions of the soils and pertinent field data. Soil consistency and moisture conditions indicated on the logs are interpretations based on the conditions observed in the field. Boundaries between soil strata indicated on the logs are approximate and actual transitions between strata may be gradual. R• TEST PIT NO. 1 Logged by JAD Date: 12/14/01 Depth Blows Class. Soil Description Consistency Moisture Color W(%) Comments 0 ML Topsoil w/roots loose wet dk brn SM Silty very fine Sand w/gravel brown 29.2 1 heavy 2— seepage 3— becomes cemented dense very gray & to v.dense moist brown 13.0 4� 5- 6 — Maximum depth 4 feet. 7 " Ground water at 1.5 feet. TEST PIT NO. 2 Logged by JAD Date: 12/14/01 Depth Blows Class. Soil Description Consistency Moisture Color W(%) Comments 0 SM Silty fine Sand loose very brown FILL w/gravel 1 — ML Topsoil w/roots, hair to 1/2" moist dk brn — SM Silty fine Sandmedium br n & 20.6 2— • w/occ. gravel to 4" dense red-Drn — becomes cemeted dense reclybn 3 dense 17.3 — gray 4 5 -" — Maximum depth 4 ft. 6'• No ground water encountered. 7 — GEOSPECTRUM CONSULTANTS, INC. Proposed Piele Parcel Development NE 5th Street and Jericho Avenue NE Geotechnical Engineering and Earth Sciences Renton, Washington Proj. No.01-126 Date 01/02 Figure A-1 TEST PIT NO. 3 Logged by JAD Date: 12/14/01 Depth Blows Class. Soil Description Consistency Moisture Color W(%) Comments 0 ML Topsoil w/roots loose wet dk brn SM Silty very fine Sand !gravel red-brn 1 — & roots to /4" to brown heav 2 — seepage medium sense brown 3 J _ becomes cemented dense very gray & vt to moist brown 27.7 4— 5 —' 6 Maximum depth 4 feet, 7 — Ground water rose to 1.5 feet afte' 15 minutes. TEST PIT NO. 4 Logged by JAD Date: 12/14/01 Depth Blows Class. Soil Description Consistency Moisture Color W(%) Comments 6 ^ SM S ys g wSaontd wgavoe/ very brown Rent" FIrL moist �roin 1 — • Silt f e San 'w/occ. gravel dk brn SM & cAbDlest toh roots loose 2 broown/ wet &dk-brn 3 — seepage de ensenseo t v. moist grro an-n 15.8 — v. 4 - 5 — Maximum depth 4 ft. 6 — Ground water at 3 feet. 7 — GEOSPECTRUM CONSULTANTS, INC. Proposed Piele Parcel Development " NE 5th Street and Jericho Avenue NE Geotechnical Engineering and Earth Sciences Renton, Washington Proj. No.01-126 Date 01/02 Figure A-2 • TEST PIT NO. 5 Logged by JAD Date: 12/14/01 Depth Blows Class. Soil Description Consistency Moisture Color W(%) Comments 0 SM Silty fine Sand w/occ gravel loose moist Pikow binn Dg 1 _ & roots to '/z" red- brown Tmedium 16.7 ense 2 3 — denseto gran dvery 14.3 4 1 becomes cemented haree gray 5 - 6 — Maximum depth 4 feet. 7 — No ground water encountered. TEST PIT NO. 6 Logged by JAD Date: 12/14/01 Depth Blows Class. Soil Description Consistency Moisture Color W(%) Comments 0 SM Silty fine Sand loose very gray FILL w/AC pavement to moist & w/heavy 2 — medium brown caving w/conc. Slabs 2'-3' 14.1 dense & 4 — w/tire chains black 6 — 8 - bQpDD 0p Cq ��s g d dtY tine Sand w/gravel m dense brown 15.7 10— Maximum depth 8.5 ft. 12— No ground water encountered. 14— GEOSPECTRUM CONSULTANTS, INC. Proposed Pielie Parcel Development NE 5th Street and Jericho Avenue NE Geotechnical Engineering and Earth Sciences Renton, Washington Proj. No.01-126 Date 01/02 Figure A-3 • TEST PIT NO. 7 Logged by JAD Date: 12/14/01 Depth Blows Class. Soil Description Consistency Moisture Color W(%) Comments 0 SM Silty fine Sand loose moist gray- FILL w/cans to to brown 1 — &tires very medium &wood moist 21.3 2_ dense 3— Topsoil w/roots loose very dk brn — 4moist Silty very fine Sand w/gravel to po°rec� 5 — wet rown 6 — wet m.dense red-bi 15.2 seepage 7 — de sei v.moist v.�ense iviaxiniuin cleput 7.5 wet. Ground water at 6.5 feet TEST PIT NO. 8 Logged by JAD Date: 12/14/01 Depth Blows Class. Soil Description Consistency Moisture Color W(%) Comments 0 SW Gravelly Sand to 4" medium moist gray FILL dense 1 6.0 2 wet _ seepage ML l opsoil w/roots, loose dK brn 3 — _ SM Silty fine Sand w/occ. gravel v. moist brownrdd to reci-brn 4 moist medium 5 — dense wet seepage e P dense v. moist grown 6t to cdeennse 12.8 moist 7 —' Maximum depth 7 ft. Ground water seepage at 2.5 feet and 5.5 feet. GEOSPECTRUM CONSULTANTS, INC. Proposed Piele Parcel Development NE 5th Street and Jericho Avenue NE Geotechnical Engineering and Earth Sciences Renton, Washington Proj. No.01-126 Date 01/02 Figure A-4 TEST PIT NO. 9 Logged by JAD Date: 12/14/01 Depth Blows Class. Soil Description Consistency Moisture Color W(%) Comments 0 _ ML Topsoil w/ roots to 1/4" loose moist dk brn SM Silty fine Sand to brown 1 — w/occ. gravel _ very moist 2— medium gran n- - dense ro 17.5 3— becomes cemented v/ldaernse moist gray 14.1 4— 5 — Maximum depth 4.5 feet. No ground water encountered. 6- 7 — GEOSPECTRUM CONSULTANTS, INC. Proposed Piele Parcel Development • NE 5th Street and Jericho Avenue NE Geotechnical Engineering and Earth Sciences Renton, Washington Proj. No.01-126 Date 01/02 Figure A-5 WETLAND ASSESMENT AND DELINEATION REPORT FOR PIELE PROPERTY 14308 SE 125th St. Renton, WA Prepared for: C. Thomas Foster Prepared by: Shaw Environmental Inc. 3350 Monte Villa Parkway Bothell, WA 98021 Attn: Jon K. Dueker,P.W.S. DEVCITY TOP ENT PLi��f3f;�' RE,ITON MAY RECEIVED May 2002 INTRODUCTION This report presents the results of a wetlands delineation and evaluation conducted by Jon K. Dueker, C.W.B., P.W.S. and Aaron Moldver in November 2001 and on Feb 22, 2002. The property studied is located at 14308 SE 125th St., Renton Washington. Figure 1 shows the general location of the property and Figure 2 shows the area surveyed and the location of the wetlands. W =irk : , ,, One wetland was found and - - .s. xc x _SE 124T1 ST $ .;:s SE 125TH ST delineated on the property and a *6 126T14 second wetland was found and part- Site ially flagged on the adjoining prop- 171 � • erty to the east. The wetland on site , s. -. a 414, r. 1!S"""1' 14000 (" � 128TH s was highly disturbed principally bye sup - llamas and the associated fencing for P� -- theirpens. The wetland forms the ` ` ¢ �—{• SE v�sr 1 2ND <I ST northern edge of a wetland described I, s N� in a previous wetland report on the 15 33- s. <� May' s Nm McTiegh property (Dueker, 1999) sE o n y" 135TH e se 351H g e n d SE�. I j'13STH! s Figure 1. General project location METHODOLOGY This study was conducted using the 1987 Corps of Engineers Wetlands Delineation Manual, as revised by the Washington State Department of Ecology in March 1997, and the City of Renton Ordinance. The three parameters for distinguishing wetlands include hydric soils, hydrophytic vegetation, and hydrology. Hydric (wetland) soils are defined as those soils which are saturated, flooded, or ponded long enough during the growing season to develop anaerobic conditions that favor the growth and regeneration of hydrophytic (wetland) vegetation. Indicators of hydric soils include low soil chroma, mottles, gleying, and high organic content. During the field investigation, soils were examined for these hydric indicators. Hydrophytic vegetation consists of plants that grow in water or in a substrate that is at least periodically saturated. Commonly occurring plant species have been rated by the U.S. Fish and Wildlife Service (Reed 1988) as to their frequency of occurrence in wetlands. The rating system uses a range from obligate upland (those occurring in wetlands less than 1% of the time) to facultative (those occurring in wetlands 33% to 66% of the time) to obligate wetland (those occurring more than 99% of the time in wetlands). For an area to be considered a wetland vegetative community, more than 50% of the dominant species in that area must be rated as facultative or wetter. 1 / ■ TDP Ate y E I 24.8 4'PVC I.E.450.e 4D.3 5 2-CAR w 1 SiDRY ^' GARAGE.+ m WOOD FRAME u PAGE zS use l c. 40.4 ' D ..iFP. I ac°,'L ¢80 9 4? , a I ° -� c1TEX g H goo FOUND SQUARE ROLE IN i I x FouNO RERNR w/OL FENCE C00.NER ;�^J' OWN UN EMIER I 43 CONS pAT41 0.7 S.OF I PLASTIC CAP W/11C 1S+ PROP UNE AT W.MAT / CONC PATCH 0.7 5. 0.4 N h 0.6E b X I NBB2O'4S'W �81,16 LINE OF ADJOINER PROP COR �DF CORNER j -x 4'CLF ,� na �s F_36. 16. S c-se' •F Nz 4 �� GR-- AVEL/DIRT __,.R_��, - — CeioLrF - - 125`hStreet —� — - - - - -'-- �— er•c--q�P / x y�'�Cc-i'�F-0• -^�`-Y-- -- • W1P- F-0'Y 12'HIGH V/UGNT }/r 2&2 4ClF P"r12, F_-�+F� I PP UIC•C-1�Q -�' ppP w/u 10tA1704 0' �. TRAM . iD.• • •C 0.-iZ'.6',6' 4F-15' -1c' w '� ro CONC PADF. w/uONT/ 4p_Ia.Y C N-8' x efr x 0 N 50 FLAG POLE CATE p..e• •30' �' GRAVEL/DIRT Rra6 x I .----:- ---.71.7. / .. A P 2,3 Dg1.E 2.2 .3 •N- g � � kx N_1 T 9 53.6 M BLDO COR I. PPEig �1[ WOOD SHED 15 W/m WOOD FRAME u �,5 �* �, I GALE GATE x x dd�✓ 21.0 Z0.0 I•', 3 ,. Alt x NETAL&DC• u` 45g I PONDS G"' 50.4 in1 �Z _ 43,9 O 6A2EB0 PUNP HOUSE n 4.50 f IF. T •N CL 5-1• • r. X w " I446 caNc PATI S WOOD 5p. �) 0-1••--- k54 I `¢�°' 446 ��_ ,_— E._-_ 4'CFF LATE ... •_ J VLF F-24 `42 IX9,WKE7INEL STALL F 36 VLF 1-4 Wetland a • GATE PIELE PROPERTY V1-3 B VLF V1-E // 452 G�TEx 456 / rxx �1 450 R , " Wetland A DF uNE (.7-'%, APPROX. EDGE OF W4TtAftO tr. , .. - 19• F-30' � �- aLD 7'NW/BwF a FWD C/L SINCEz. c .diub F-36'• :8'20'S3'• 451.03 FIN CORNER VLF P-3 SIT �- 40 /. . -- S E N: a3 N OF UNE 1\i2o!TA ••IPE i/4' �/4• 1/4, SEC. 1D-23-OS PENCE CORNER N8810'S3'W J • 4 0.59OF UNE �eit�D 1P N to i.1 R / a G I...444s0 Z POND I c rt ili ._ M° D, „ I .4.... , ,,c 4,„___ .....____ .0. TYPE OB leM 3444.➢ e'.— •.- 'may, IE 10'S.t44.6 '. 1 • Figure 2. Piele property and associated wetlands. � 1-� - -lc. Rice.is C.FI- Sol, NO. 02.007 I I_ Ili.P The site was divided into three sections and at least one transect was established across each section. In the area of the one obvious wetland additional transects were established. Vegetation throughout the site was examined and data pertinent to this vegetation as well as soils and hydrology were recorded on data forms that are included in the Appendix of this report. The wetlands identified were delineated with red and black striped flagging affixed to vegetation or stakes at approximately 15-foot intervals. SITE CONDITIONS There is one permanent house, one mobile home and two separated garage buildings on the site. In addition, there are two dog kennel buildings, a wood shed and a llama stall. Two landscape type artificial ponds are located near the permanent house and are not considered to be wetlands. The site has been highly disturbed due to the raising of llamas and up to 12 pair of German Shepard dogs. The Soil Conservation Service has mapped the soils onsite as Alderwood gravelly sandy loam (6-15% slopes). While the Alderwood series is not considered a hydric soil it can contain hydric inclusions. This appears to be the case with the wetlands described below. The uplands on the site consist of landscape plantings with a few native Douglas fir (Pseudotsuga menziesii) and Himalayan blackberry (Rubus discolor). Some pasture grasses occur within the llama pens. WETLANDS Two wetlands were found and delineated. One wetland (Wetland A) is on the property and another (Wetland B) is off the property but within 20' of the property line. Wetland A is the northern edge of a wetland described by Dueker (1999) in a wetland report submitted to the City of Renton. This edge is an open water pond with 12-foot high sloping bank, which is part of a llama pen. A barbed wire fence separates the main portion of the pond from that small part within this property. The size of the wetland within this property is estimated to be less than 200 square feet. The small amount of hydrophytic vegetation remaining at the edge of this pond (Wetland A) consists of reed canary grass (Phalaris arundinacea), common rush (Juncus effuses), hardhack (Spiraea douglasii) and saplings of willow (Salix sp.) Hydric soils were noted and indicated 10 YR 2/1 with heavy mottling . The immediate hillside showed a non-hydric 10YR 4/4 with no mottles. Wetland A is classified, using the City of Renton's Wetland Classification System as a Class 3 lower quality wetland because it is part of a wetland greater than 5,000 square feet which meets the following criteria: 1. It is severely disturbed, and 2. Is characterized by hydrologic isolation, human-related hydrologic alterations (diking, outlet modification), and 3. Has a soils alteration through dredging and compaction of dikes. 2 Wetland B, as shown in Figure 2 is located off the subject property but is close enough (± 20 feet) so that the buffer may extend onto the property. Only the portion near the Piele property was delineated as this wetland extends well into the adjoining property. It is estimated that this wetland could be greater than 1/2 acre, but this would need to be substantiated by a complete delineation. Hydrophytic vegetation, within the small portion of Wetland B delineated, consisted of alder saplings (Alnus rubra), reed canary grass (Phalaris arundinacea) and buttercup (Ranunculus repens). Hardhack (Spiraea douglasii) was noted in the wetland portion beyond that delineated. Again, hydric soils were found and indicated 10YR 2/1 with some mottling. A full delineation and analysis of the off-site Wetland B would be required to adequately classify it according to the City of Renton's Wetland Classification System. However, it did not appear that Wetland B would be classified as High Value. CONCLUSIONS An examination of this site using the 1987 Corps Methodology as modified by the Washington State Department of Ecology showed that there is one wetland present on the Piele property. This wetland (Wetland A) is less than 200 square feet in size on this property but is part of a wetland previously classified as Lower Quality Wetland. This wetland would require a buffer of 25 feet as per the City of Renton Ordinance 4478,10- 24-1994. It is likely that a 25-foot buffer would also be required for Wetland B. Submitted by: K. Dueker, Professional Wetland Scientist Date: 23 May 2002 3 APPENDIX Field Data Forms DATA FORM 1 Routine Wetland Determination (WA State Wetland Delineation Manual or 1987 Corps Wetland Delineation Manual) Project/Site: � % /ai•r 2j Date: 22, ,e...16 O Z Applicant/Owner 7— y yl Fa •S-Ye County:)— 5 State: Lt9/4 Investigator(s): Pxv41 ! /'/O S/1/R: Do Normal Circumstances exist on the site? Yes 40 Community ID: F} Is the site significantly disturbed(atypical situation)? Yes 0 Transect ID: I-! Is the area a potential Problem Area? Yes Plot ID: l VEGETATION P4awif 4I/../,ss > 6 MIC 4) .•c•(a Verb Cj) .,-Q Sh-z.a) #u1 4./t x a -� HYDROPHYTIC VEGETATION INDICATORS: %of dominants OBL,FACW,&FAC: /O1) Check all indicators that apply&explain below: Regional knowledge of plant communities ✓ Wetland plant list(Nat'l or Regional) ✓Other_ Physiological or reproductivy adaptations Morphological adaptations Technical Literature ✓ Wetland Plant Data Base Hydrophytic vegetation present? es No Rationale for decision/remarks: HYDROLOGY Is this the growing season? Yes ©o Water marks: No Sediment Deposits: ea No Based on: scs 5.1/Ast.v. Drift lines: No Drainage patterns: TO No Depth of inundation: inches Oxidized Root(live roots) Local Soil Survey: Yes No Channels<12 in. Yes No Depth to free water in pit: 3 inches FAC Neutral: Yes No Water-stained leaves: Yes No Depth to saturated soil: inches Check all that apply&explain below: Other: Stream,Lake or gage data: Aerial Photographs Wetland Hydrology Present? dip No Rational for decision/remarks: SOILS Drainage Class Map Unit Name(Series&Phase) ,4 // 6 oc ' Field observations confirm mapped type? C-fwvle-65 .�G x ,<DZ2na 6 i Yes ..// Profile Description Depth Horizon Matrix color Mottle Mottle Texture, Drawing (inches) (Munsell colors abundance concretions, of soil moist) size&contrast Structure,etc. profile yR a/ ZsYks- sgs.F 1.216 Hydric Soil Indicators: (Check all that apply) Histosol `'concretions Histic Epipedon High Organic Content in Surface Layer of Sandy Soils Sulfidic Odor Organic Streaking in Sandy Soils Aquic Moisture Regime Listed on Local Hydric Soils List )educing Conditions Listed on National Hydric Soils List Gleyed or Low-Chroma Other(explain in remarks) Hydric soils present? !I No Rationale for decision/remar s: Wetland Determination (circle) Hydrophytic vegetation present? Vim No Hydric soils present? ` No Is the sampling point within a wetland?elp No Wetland hydrology present? No Rational/Remarks: DATA FORM 1 Routine Wetland Determination (WA State Wetland Delineation Manual or 1987 Corps Wetland Delineation Manual) Project/Site: /7, 6v/t= Pie'jy Date: 2 a Fel& c Z Applicant/Owner Tow-) FO$ re g County: !� State: 141°4- Investigator(s): {� eK�, nit 'v 14 [�� S/T/R: Do Normal Circumstances exist on the site?t� Y[ess (a) Community ID: Is the site significantly disturbed(atypical situation)? Yes - 3:, Transect ID: Is the area a potential Problem Area? Yes 4.0 Plot ID: 2. VEGETATION nan Plant S .,e Sara .•Indidato T�ia�or�. � /V44e ees.iI HYDROPHYTIC VEGETATION INDICATORS: of dominants OBL,FACW,&FAC: Check all indicators that apply&explain below: Regional knowledge of plant communities Wetland plant list(Nat'l or Regional) I.---Other Physiological or reproductive adaptations Morphological adaptations Technical Literature Wetland Plant Data Base Hydrophytic vegetation present? Yes n Rationale for decision/remarks: HYDROLOGY Is this the growing season? Yes 40 Water marks: Yes eTZ Sediment Deposits: Yes cZ Based on: Drift lines: Yes c° Drainage patterns: ED No Depth of inundation: inches Oxidized Root(live roots) Local Soil Survey: Yes No Channels<12 in. Yes No Depth to free water in pit: 241 inches FAC Neutral: Yes No Water-stained leaves:Yes No Depth to saturated soil: inches Check all that apply&explain below: Other: Stream,Lake or gage data: Aerial Photographs Wetland Hydrology Present? Yes No Rational for decision/remarks: zed L 55eI�e,S' S/ c�mf0l l� &►-4 zed PY r»ci.s SOILS Q Drainage Class Map Unit Name(Series&Phase), a,..4 09/ Field •• •• • vations confirm mapped type? No Profile Description Depth Horizon Matrix color Mottle Mottle Texture, Drawing (inches) (Munsell colors abundance concretions, of soil moist) size&contrast Structure,etc. profile —/a Jaye W,/ Hydric Soil Indicators:(Check all that apply) Histosol Concretions Histic Epipedon High Organic Content in Surface Layer of Sandy Soils Sulfidic Odor Organic Streaking in Sandy Soils Aquic Moisture Regime Listed on Local Hydric Soils List Reducing Conditions Listed on National Hydric Soils List Gleyed or Low-Chroma Other(explain in remarks) Hydric soils present? Yes e No Rationale for decision/remarks: Wetland Determination (circle) Hydrophytic vegetation present? Yes 101 Hydric soils present? Yes 4 • Is the sampling point within a wetland? Yes o Wetland hydrology present? Yes 'co Rational/Remarks: DATA FORM 1 Routine Wetland Determination (WA State Wetland Delineation Manual or 1987 Corps Wetland Delineation Manual) Project/Site: fie e. ia fre p Date: .Z/a447Z, Applicant/Owner ' jm fS7t County: K� State: 2!`g Investigator(s): S/T/R: Do Normal Circumstances exist on the site? al, No Community ID: 0 Is the site significantly disturbed(atypical situation);'Yes Transect ID: J— / Is the area a potential Problem Area? Yes t"J Plot ID: VEGETATION min nt Plant Sp si`e 7 ,tratu" , llOre t r. rinigk P!t t p ct Sttat►e, diva± , Sip dak,Aaae; PkC3t) HYDROPHYTIC VEGETATION INDICATORS: %of dominants OBL,FACW,&FAC: 9S% Check all indicators that apply&explain below: Regional knowledge of plant communities Wetland plant list(Nat'l or Regional) Other Physiological or reproductive adaptations Morphological adaptations Technical Literature Wetland Plant Data Base 1/ Hydrophytic vegetation present? No Rationale for decision/remarks: HYDROLOGY Is this the growing season? Yes Water marks: Yes Sediment Deposits: Yes Based on: Drift lines: Yes (1 Drainage patterns: 0 No Depth of inundation: inches Oxidized Root(live roots) Local Soil Survey: Yes -No Channels<12 in. Yes No Depth to free water in pit: /5' inches FAC Neutral: Yes No Water-stained leaves:Yes QD Depth to saturated soil: 0 inches Check all that apply&explain below: Other: Stream,Lake or gage data: Aerial Photographs Wetland Hydrology Present? Yes No Rational for decision/remarks: „5450-t, or S of 494 45-144/A"--49 SOILS Drainage Class Map Unit Name(Series&Phase Field observations confirm mapped type? Cam /''' �,l�f� �/,� /J, �c4.4. ...,,. 6_,S-% Yes CI iivade.a.,;)t.a Profile Description Depth Horizon Matrix color Mottle Mottle Texture, Drawing (inches) (Munsell colors abundance concretions, of soil moist) size&contrast Structure,etc. profile D..S k- /b y/L 2l� 7,3' G fried • Hydric Soil Indicators: (Check all that apply) Histosol _2bncretions Histic Epipedon High Organic Content in Surface Layer of Sandy Soils Sulfidic Odor Organic Streaking in Sandy Soils Aquic Moisture Regime Listed on Local Hydric Soils List RR ducing Conditions Listed on National Hydric Soils List ✓Cileyed or Low-Chroma Other(explain in remarks) Hydric soils present? No Rationale for decision/re .. . Wetland Determination (circle) Hydrophytic vegetation present? 4162, No _ Hydric soils present? 'e' No Is the sampling point within a wetlan4 No Wetland hydrology present? to No Rational/Remarks: /1!'v DATA FORM 1 Routine Wetland Determination (WA State Wetland Delineation Manual or 1987 Corps Wetland Delineation Manual) Project/Site: {die/E /4"10.0.2.Xy Date: z ' j} 1-- Applicant/Owner 7br%1 R 6'"-- County: al5 State: UV 4- Investigator(s): / / 4/� S/T/R: Do Normal Circumstances exist on the site? es No Community ID: B Is the site significantly disturbed(atypical situation)? es o Transect ID: / / Is the area a potential Problem Area? Yes o Plot ID: oZ VEGETATION $ 1 idtca cf*diit:Plant pe ie fi,TSfra .. Wit o tipFc_ &AO-.0 5C•de0K- A 67 r reizbaW 7( z'Di/ due 717> 4e9vi.dePiei. 4'-l+ir-.yt.o a 'v`-' HYDROPHYTIC VEGETATION INDICATORS: %of dominants OBL,FACW,&FAC: ID Check all indicators that apply&explain below: Regional knowledge of plant communities Wetland plant list(Nat'l or Regional) '" Other Physiological or reproductive adaptations Morphological adaptations �� Technical Literature Wetland Plant Data Base Hydrophytic vegetation present? Yes CS) Rationale for decision/remarks: HYDROLOGY �� Is this the growing season? Yes No Water marks: Yes V[•� Sediment Deposits: Yes Based on: Drift lines: Yes 'o Drainage patterns: Yes 1110 Depth of inundation: ' - inches Oxidized Root(live roots Local Soil Survey: Yesc ,..� Channels<12 in. Ye- el Depth to free water in pit: inches FAC Neutral: Yes 1 o Water-stained leaves:YesQ Depth to saturated soil: inches Check all that apply&explain below: Other: Stream,Lake or gage data: Aerial Photographs Wetland Hydrology Present? Yes No Rational for decision/remarks: .4,-u SOILS Drainage Class Map Unit Name(Series&Phase)techu 90/ Field :.. .tions confirm mapped type? earNo Profile Description Depth Horizon Matrix color Mottle Mottle Texture, Drawing (inches) (Munsell colors abundance concretions, of soil moist) size&contrast Structure,etc. profile 0-lb ylZ yf K `- Hydric Soil Indicators: (Check all that apply) Histosol Concretions Histic Epipedon High Organic Content in Surface Layer of Sandy Soils Sulfidic Odor Organic Streaking in Sandy Soils Aquic Moisture Regime Listed on Local Hydric Soils List Reducing Conditions Listed on National Hydric Soils List Gleyed or Low-Chroma Other(explain in remarks) Hydric soils present? Yes No Rationale for decision/remarks: Wetland Determination (circle) Hydrophytic vegetation present? Yes Oil Hydric soils present? Yes 4 • Is the sampling point within a wetland? Ye• No Wetland hydrology present? Yes No Rational/Remarks: Christopher Brown Cn Associates 9688 12ainier Ave. 8. Seattle, WA 98118-5981 (206) 722-1910 Fax (206) 722-1909 The Preliminary Plat of Piele Parcels A TRAFFIC IMPACT ANALYSIS for a 22 Lot Single Family Residential Plat Proposed by Tom Foster, Esq. in the City of Renton DEVELOPMENTI !ON,?fi.ri King County E • REC 20 Prepared for Tom Foster, Esq. ' 01 �3»* ,mod; � i• May 18th, 2002 tJQob V°' 'i� Traffic Engineers 0 Transportation Planner8 The Preliminary Plat of Piele Parcels TRAFFIC IMPACT ANALYSIS Table of Contents Purpose 1. Location 2. Scope 4. Adjacent Land Uses 4. Phasing 4. Street System 4. Horizon Year Traffic 5. Trip Generation 5. Traffic Distribution 5. Traffic Assignment 7. Year 2003 Horizon Year Traffic 7. Capacity Analysis 7. Comments on Levels of Service 10. Conclusions 10. List of Figures 1. Preliminary Plat Map 3. 2. 2003 Traffic Volumes without Project 6. 3. Traffic Assignment 8. 4. 2003 P.M. Peak Volumes with the Plat of Piele Parcels 9. List of Tables I Trip Generation 5. II Levels of Service 12. Appendix Levels of Service Traffic Study for 4.77 Court Christopher brown fS Associates C 9688 rainier Ave. S. Seattle, WA 98118-5981 (206) 722-1910 Fax (206) 722-1909 The Preliminary Plat of Piele Parcels A TRAFFIC IMPACT ANALYSIS for a 22 Lot Single Family Residential Plat Proposed by Mr. Tom Foster in the City of Renton King County Purpose Briefly, the purpose of this study is to determine the horizon year traffic impacts that may be anticipated with the completion if the referenced 22 lot single family residential plat that is to be constructed immediately to the north of and share the same access road system as the previously submitted and approved single family residential development known as 4.77 Court. It may be noted that the plat of 4.77 Court is also a single family residential development and consists of 26 units. Due to the continuity of the internal access and collector road system, both the plat of 4.77 Court and the subject Plat of Piele Parcels will gain access to the main east-west arterial, NE 4th Street, via the newly refurbished (May, 202)traffic signal at the Jericho Avenue NE intersection. Since this project adds vehicular traffic to the same road system described in the Traffic Impact Analysis (TIA) prepared for the plat of 4.77 Court, that original June 14`h, 2000 TIA is included in the appendix for reference purposes. More particularly, this new ancillary traffic study is to derive a forecast of future year 2003 traffic conditions so that an assessment of its potential or cumulative traffic circulation impacts can be made. The generalized location of the two plats is shown on the Vicinity Map, Figure 1, page 2, of the appended TIA. -1 Chri8topher brown CS A880ciate8 9688 Rainier Ave. S. Seattle, WA 98118-5981 (206) 722-1910 Fax (206) 722-1909} Since the new plat of Plat of Piele Parcels is merely the northerly extension of the plat of -1.77 Court the entirety can be considered, for analysis purposes, a 2-phase development consisting of 26 units in the south portion and 22 units to the north. Accordingly, the total build-out for the neighborhood is 48 units. For the traffic impact study and, slightly different than the original study, for this new addition an horizon year covering full occupancy is assumed at 2003. As with the original study, the trip generation data for the new Plat of Piele Parcels is based on the currently used 6th edition of the Trip Generation Manual. This supplemental study uses the same trip distribution model based on the observed current p.m. peak hour turning movements. The spatial extent of the study is limited to those intersections carrying ten or more p.m. peak hour trips from this new or supplemental development. These are the same intersections analyzed in the appended TIA for 4.77 Court. As with the appended TIA, it may be noted that the p.m. peak hour is the highest peak hour of the average weekday since it contains work, shopping and social-recreation travel demands. Accordingly, for residential developments of this type it represents the worst case when traffic congestion is at its most severe levels. The inclusion of a background traffic growth rate for assessing horizon year volumes, in addition to the adjacent 4.77 Court , is at a rate of 2.2 percent per year. This is in accordance with the recommended practice of the Institute of Transportation Engineers (ITE), Tragic Access and Impact Studies for Site Development, Transportation Engineering, August, 1988. In summary, this supplemental traffic study develops new estimates of site traffic generation for the new Plat of Piele Parcels, assigns that traffic to the arterial network, and continues with a new analysis of levels of service (LOS) at the recommended impacted intersections under future 2003 conditions with and without the new Plat of Piele Parcels. Location The location of the proposed 22 new residences, as noted above, is immediately north of and adjacent to 4.77 Court in northeast section of the City of Renton on the north side of NE 4th Street. A copy of the reduced scale preliminary plat map for the Plat of Piele Parcels is shown on the next page as Figure 1. -2- (-7"--( Chriat.opher Brown f?S ABsociateN 9688 Rainier Ave. S. (Seattle, WA 98118-5981 (206) 722-1910 Fax (206) 722-1909} SW1/4,SE.1/4 SEC 10,MP.23N.,RGE.5E.,W.M. OWNERS a LESTER AND G.STOA MEI. 1.P06 A60 Nroe SE EST.•r1EE, RENTON SUSdeOt T»• • '*',.4•t e0D, • SCOTT L NAND ' WE,SE EISTN STREET IFER . 1 e000.e,' I w s MFESM NTSElT R b NTON.SN16.TON 9e09e iii • II-——•a_—— APPLICANT G INCE,.FOSTER 21 • 6.E0•Q,INCEMER SL W.,D•I Q , �rvo w d TEOo SE. 006,30- E%, w r • PLANNER/ENGINEER/SURvEYOR T-� j P 4 ! ` I.� come DESYN NC 2G .roe-WM AVE NE,METE 100 .+. r �• t r 9! '6.'1, SOOT SP. p DELLE..e.wa,.191w•sam CI ST1I�' •o•.,,,�a LL . ---- CONTACT.LA - ` MST 001, LAPS KiMA•KN-RWER• M DAvO GTTON PE.-[NW.ER -•b- - ,t KEV«J.vMOERE6,009 Rid-SURVEYOR Q� 11011.40" r 1-2 OD '� 4 .. I 4° LEGAL DESCRIPTION ►�-4 c a �. J $ �.• ..Nos.,. .o R F•.,.R,N Na R rR WO a a s x F•1000.0 MVO. PANG.A a 18 ,:I �.,et. I • - a R,•RnR...�". •'�«":':'a,RN r e • . 1 3 u r an• R., 0 N.S7y� ITDp►• - L -- • .•aa.. R E N TON © o aa .. s• •••-io yr saw- orw,SO PM 0•TO INV..e RE7 el.l van.n0 ar OP n. OP OP n. rTr.��n/ _ .N ftt11 Nlpr i ._ Y i71•007 0 Ft o o.T•001.OP hTB wimT TOT ri•ROL0 vtM..Lb ..1 RURrne 4 10 0):'' Nr-- — / j •_ .tea"�MO R: "0.417 '0 .��° � .J `- I_ -J. •, - • •nr N.• I I I •r•,.et. I } MT• CV 11. N 40 PI r O n..e•100 RV OP•:a ILMO ILE w'a .eR �'�.• ♦ _ .__ . r �--. . /! _ __J INEPT INN.0.01140.0010.TO.•..m .»R a..�R T s Rn,D I �' lii�L re,abv r.o, 1 3 i _r_ A.a E ® VICINITY _MAP J -, - L.•Er.SF - 1 ! I O ' 1 ! Ir7 I N T ,E•• `; • 1 - - 1, �b.��Er' I E•r..Ef- wrwe.w anR uoe..em.e.a,e.,,user..rTraa ce.nT. 'w 1_ 4—- r y..�....+�� _*,_ , ! ..a. VQ/I g a M! 1 anP,St .I4 I 1 • 1eF.! ! '. 1.4 z 1 004.o.. R.u..o.R.�•....r...n T4v.R.R,,.R�.... I i in .i �y 11 L---I I Ma.Sr 19 F1 'b N II '' Ix. • 1`f ` i L•__. ► J I .r»Er.. I ! rasa±`- I ! j r, j�E`•iz _ �L. 6 . . q L _ , . ... . ., L. , i RM7D.....0r'•——-r— } ---we,DPLi I !,,:;.•4.,' rr • �.� Y; 1 a•:•I Ef. / Q • / 1 . I• -� —= -. Nr.' 4.• t.) RY/I�11-0 ....-, � I .4 Z o 1 ' O*St. L.r � • V i r1_2112/051F q p l O;c. L R'a 1 � AGT A3 Too?sr. 1 �1I... W I�.. _ _ ` I / ).O-r E=.VFETS 7 � I 'I , MMT - , I•_ _ E�.• }E #y� �p Q �t '. •1 SITE STATISTICS r iI • . . a rm I ; - �... --T-''"_ 1 ` 4 , Ira • • 7 1 Fl I I 1 I - I I me..'Mw•.epFw UV ova. r: I•' 1.i. RI ui.',� i' 1 r_ ._.-- -J I I 1 1 i _ 1 TDrwl.Ire ML rAJNT M.f.N AOE•1 ! • 1 •• • ,•� �i. 1 , 1 1 •� 1 i PROPOSED OSE• DETAf1ED-SN(LE PAT LT • • • E. T :'1 t R> l NCIMARK3: DENSITY CALCULATIONS NO.OLOTS. D •� _ . R Ur BASIS OF BEARINGS B __ 1 NO..:-Y RAT FRAM«PEKE DSO AT THE GROSS MA OP PROPERTY, r.)N.SF OR.4 ACM AVERAGE LOT aa. •A••e!. ' .� , �'y �l �!� . G k CONVIR.CTE0 NTERMLTIOI o NL aM ST.ME. NY7Fo•.MELEES PC001CHEtplfa 1L� J I N.ETJ AND SSTs AK I L MD AS DO SOYI.EYT COMER NO -AEVAR AO<ZM EASEl6O •TORN SF rR01'OMD DSNNIY. •.Y D1VAG I e D 1. Et.Ia TT MOAN KTENN SO091 OLRIER COTKR 0 SEC 10-0-11 ND Iq-OIY•RN MAY SYEAG[DrO Di MS N O C SUCTION DE SOLES •SETLNW Y. EER,rTTED DEN«1T. • r6 ei s PET.r,E Mw. WATT,•E 0R vs ACK• L° W D a MERSECTS0 0 St SSW ST.AM SAD,AvE St txrT•0 xoNnTs R-. EL E.T.E.rrTOD METERS, SCALE: LOT. n C 0 SCALE: 1 R = 40 REEK R-O-. ASNE SF. NEK>rNBORNOOD DETAIL MAP SWEET or DATUM: arF C.ROOM-NAKP RAS t Ts r 'ET DI a,I,DU/ACMERT..ATe ACCESS EST/ •oaN sE. NN r•'�, 1 1 22 Lon SOLED RESLLT N A SCT oE,tliT 0•u WSIA.0.04,RA USTLNO Mw •I.SP. F..Oxe,..6,60I 02009 Scope For the purposes of this traffic study the scope of the work considers a single residential development of 22 homes in a newly developing neighborhood of similar characteristics. The plat will have direct access to both Jericho Avenue NE as well as to Ilwaco Avenue NE, formerly designated as Road 'A' in the appended study of 4.77 Court, with the ultimate connection to NE 4th Street via the signalized intersection of Jericho Avenue NE at NE 4th Street, as noted earlier. A possible future connection to the west from the plat's interior street, via NE 6th Street, is shown on the accompanying plat map of Figure 1 on the pervious page. For the purposes of this study that connection is not assumed to be available within the 2003 horizon year. Accordingly, all site traffic is assigned to Jericho Avenue NE and thence to NE 4th Street and its newly refurbished traffic signal. Adjacent Land Uses The adjacent, developed land uses in the vicinity of the plat, to the west, are all single family residential. These are relatively recent. To the east the neighborhood tends to be of older homes. A commercial site is located on the south side of NE 4th Street at Jericho Avenue NE. The new Plat of Piele Parcels is not a conflicting land use since it continues the residential theme of the neighborhood as it is now developing. Phasing The project will be developed in a single phases of 22 lots. For the purposes of this study the total development of 22 units is assumed to be fully occupied by the end of 2003. Thus, 2003 defines the horizon year. Street System The immediate fronting arterial street serving the plat, via Jericho Avenue NE, is described in the appended TIA for 4.77 Court. -4- Christopher brown ,g5 A&Bociatea 9688 rainier Ave. 8. (Seattle, WA 98118-5981 (206) 722-1910 Fax (206) 722-1909.) Horizon Year Traffic Figure 2 shows the 2003 horizon year traffic forecast without the proposed new Plat of Piele Parcels. However, traffic from the adjacent 4.77 Court is included with the data. The data of Figure 2 is based on a background growth rate of 2.2 percent per year compounded to the horizon year of 2003, as noted earlier. Trip Generation Trip generation for the Plat of Piele Parcels is based on the most recent Institute of Transportation Engineers (ITE) Trip Generation Manual, 6th edition, for Land Use Code 210, the applicable reference for single-family residential developments. As a small development, the published average rate is used to obtain the average weekday (AWDT) and peak hour trip data. This is shown on Table I. TABLE I Trip Generation Plat of Piele Parcels Time Interval Number of Trips A.W.D.T. 211 Trips/Day A.M. Inbound 5 vehicles/hour A.M. Outbound 12 vehicles/hour P.M. Inbound 14 vehicles/hour P.M. Outbound 8 vehicles/hour Trip Distribution As noted earlier, the new traffic generated by this residential development will be distributed onto the adjacent road network via the signalized intersection of NE 4th Street at Jericho Avenue NE. -5- Christopher brown Aseociate8 9688 Rainier Ave. S. &eattle, WA 98118-5981 (206) 722-1910 Fax (206) 722-1909 ` /_ �� ` F.:),Jericho Avenue NE , , �+ 1 144th Avenue SE f call) ;. \\ //. -7---e C•t p cj ' ,`� 4 '� m LEGEND W m � P.M. Peak Hour Traffic Volume 142nd Avenue SE 6 � /:'�." Average Weekday Traffic Volume 0 1?( r, 4J a) a) cn 4.1 Q1 +} .zr N w z r 138th Avenue SE i 2/ Duvall Avenue NE 4.71D \ (//'--7 le) FIGURE 2 2003 Volumes without Project ChriBtophcr brown 0A88ociatc8�\ 9688 Rainier Ave. 8. -6- 8cattic, WA 98118-5981 �\ (206) T22-1910 Fax (206) '722-1910 The traffic distribution and assignment of site-generated traffic is based on the Analogy Method and is established by referencing the current travel demand at the local key intersections and their dominant directional and unrestrained turning movements. It is described in detail in Transportation and Land Development, Vergil G. Stover and Frank J. Koepke, 1988, published by the Institute of Transportation Engineers (ITE). Traffic Assignment Figure 3, Tragic Assignment was derived from the distribution noted above. It assumes the absence of capacity restraints on the external arterial roadway network. Year 2003 Horizon Year Traffic Figure 4, the 2003 P.M Peak Hour Volumes displays the traffic volumes with both the adjacent 4.77 Court and Plat of Piele Parcels completed and fully occupied. The data assumes no diversion due to inadequate traffic conditions (such as congestion) nor presumes any geometrically or capacity inadequate linkages. Indeed, the newly refurbished traffic signal at the intersection of NE 4th Street at Jericho Avenue NE gives excellent opportunities for accessing the arterial street network. Capacity Analysis Capacity analysis for those impacted intersections within the city limits is in accordance with the 1997 Highway Capacity Manual (HCM) or more properly the intersection capacity up-dates pending the new release of HCM 2000 published by the Transportation Research Board. The analysis was accomplished using the software called HCS 3, produced by the McTrans Center at the University of Florida, used under license to Christopher Brown, P.E. The results of the analysis are noted below in Table II. TABLE II Levels of Service Intersection 2003 with 4.77 Court 2003 with Both Plats Duvall Ave./NE 4th Street C @ 30.5 sec. C @ 30.9 sec. 142nd Ave. NE/NE 4th Street F @ 65.1 sec. F @ 67.0 sec. Jericho Ave. NE/NE 4th Street B a, 16.3 sec. B @ 16.8 sec. -7- ChriBtopher brown Cn Awociate8 9688 rainier Ave. S. Seattle, WA 98118-5981 (206) 722-1910 Fax (206) 722-1909 �� -- (/- Jericho Avenue NE 0 O 144th Avenue SE lc:07 0 4 Cr) 1 o o +� U co �' N LEGEND cd r- r -{ ter` o � a. �' '-' e /�" P .M. Peak Hour •� / Traffic Volume wwa 9Average Weekday 142nd Avenue SE O r Traffic Volume C7--•\\ N P 4.1 x 4 z 3 o 138th Avenue SE 0 Duvall Avenue NE 0 � (2-6. 0 FIGURE 3 Traffic Assignment C!!!) ChriBtopher Brown el Amociate8 9688 Rainier Ave. S. -8- &attic, WA 98118-5981 (206) 722-1910 fax (206) T22-1910 nf Jericho Avenue NE 144th Avenue SE 7,0) j � ry (r m \G) N 'yb � , oo +J U c0 N LEGEND � r-4 (48 all a) 4-3 CUrrx", P.M. Peak Hour w w w Traffic Volume Eb 142nd Avenue SE ` Average Weekday Traffic Volume 4.3 a) a) 4 4.3 Y 138th Avenue SE N2 2/ Duvall Avenue NE z./C) //,---7)\\ ti N112 FIGURE 4 2003 Volumes with Project (!!!!) Chriglophcr brown Rf Associalee� 9688 Rainier Ave. 8. q -9- (Seattle, WA 98118-5981 (206) 722-1910 Fax (206) 'I22.191 Comments on Levels of Service In Table II the computations of levels of service all use the existing street geometry. There is no presumed change in street geometry nor in any current traffic control device strategy. Overall, in terms of traffic impacts, Table II indicates that there is no significant, direct traffic impact apart associated with both of the plats described herein apart from the existing and projected poor LOS at the intersection of 142°d Avenue NE at NE 4th Street. This is a STOP controlled intersection and, with the high through volumes on NE 4th Street, it implicitly suggests a poor LOS. Doubtless, when the through street network is completed linking the neighborhood to the west with the newly refurbished traffic signal at NE 4th Street at Jericho Avenue NE local motorists can elect to divert to this intersection if delays become unacceptable. The existing arterial street system with surplus capacity at the adjacent signalized intersections can accommodate the projected traffic demands for the Plat of Piele Parcels. Adverse Consequences and Mitigation Measures This project, by and of itself, will not induce any adverse traffic impacts. Mitigation measures remain with the normal city standard street improvements. Conclusions The following conclusions may be drawn from this study update. • The single-family residential Plat of Piele Parcels will have 22 residences. • The full development will conform to the immediate neighborhood as it has currently developed. It is not a different land use. • At the present time these roads have adequate levels of service. • There is an adjacent plat of 4.77 Court with 26 single-family homes. This is considered a pipeline development and is included in the horizon year forecast. • The Plat of Piele Parcels will generate 211 trips per day with 17 of these trips taking place during the morning peak hour and 22 in the p.m. peak hour. • The time when the project is complete and fully occupied is taken at the year 2003. This is the horizon year for the TIA. • Except at one STOP controlled intersection not used by plat tenants the future levels of service will remain within acceptable ranges. Christopher brown (S A&Bociate8 -10- // 9688 Rainier Ave. S. Seattle, WA 98118-5981 (206) 722-1910 Fax (206) 722-1909 The Preliminary Plat of Piele Parcels TRAFFIC IMPACT ANALYSIS Appendix Table of Contents 1. ITE LUC 210, Single Family Detached Housing—Definition 2. ITE LUC 210, Single Family Detached Housing— weekday traffic 3. ITE LUC 210, Single Family Detached Housing— a.m. peak traffic 4. ITE LUC 210, Single Family Detached Housing —p.m. peak traffic Levels of Service Duvall Ave. NE/NE 4th Street 2003 w/o Project JER-H1P 1. 142nd Ave. SE/NE 4th Street 2003 w/o Project JER-H2P 3. Jericho Ave. NE/NE 4th Street 2003 w/o Project JER-H3P 8. Duvall Ave. NE/NE 4th Street 2003 w/Project JER-P1P 10. 142"d Ave. SE/NE 4th Street 2003 w/Project JER-P2P 12. Jericho Ave. NE/NE 4th Street 2003 w/Project JER-P3P 17. Traffic Study— Plat of 4.77 Court Text, pau :s 1 - 15 ChriLtopher brown fn Associate8 9688 rainier Ave. S. Seattle, WA 98118-5981 (206) 722-1910 Fax (206) 722-1909 Land Use: 210 Single-Family Detached Housing Description Single-family detached housing includes all single-family detached homes on individual lots. A typical site surveyed is a suburban subdivision. Additional Data The peak hour of the generator typically coincides with the peak hour of the adjacent street traffic. The sites were surveyed from the late 1960s to the mid-1990s throughout the United States and Canada. • The number of vehicles and the number of residents have a high correlation with average weekday vehicle trip ends. The use of these variables is limited, however, because the number of vehicles and residents is often difficult to obtain or predict. The number of dwelling units is generally used as the independent variable of choice because it is usually readily available, easy to project, and has a high correlation with average weekday vehicle trip ends. This land use includes data from a wide variety of units with different sizes. price ranges, locations, and ages. Consequently, there is a wide variation in trips generated within this category. As expected, dwelling units that were larger in size, more expensive, or farther away from the central business district (CBD) had a higher rate of trip generation per unit than those smaller in size, less expensive, or closer to the CBE/ Other factors, such as geographic location and type of adjacent and nearby development, may also have had an effect on the site trip generation. Single-family detached units have the highest trip generation rate per dwelling unit of all residential uses, because they are the largest units in size and have more residents and more vehicles per unit than other residential land uses; they are generally located farther away from shopping centers, employment areas, and other trip attractors than are other residential land uses; and they generally have fewer alternate modes of transportation available, because they are typically not as concentrated as other residential land uses. Source Numbers 1, 4, 5, 6, 7, 8, 11, 12, 13, id. 16, 19, 20, 21, 26, 34, 35, 36, 38, 40, 71, 72 84, 91, 98, 100, 105, 108, 110, 114, 117, 119, 15 7, 167, 177, 187, 192, 207, 211, 246, 275, 283, 293, 300, 319, 320, 357, 384, 435 Trip Generation, 6th Edition 262 Institute of Transportation Engineers SingIL .:amily Detached HoL,Ag (210) Average Vehicle Trip Ends vs: Dwelling Units • VI, On a: Weekday Number of Studies: 348 Avg. Number of Dwelling Units: 198 Directional Distribution: 50% entering, 509'0 exiting Trip Generation per Dwelling Unit Average Rate Range of Rates Standard Deviation 9.57 4.31 - 21.85 3.69 Data Plot and Equation 30,000 ,• X c 20,000 , ' I— ID X ,' co co Co 10,000 ,x X x x x x's $ x 0 x o 1000 2000 3000 X=Number of Dwelling Units X Actual Data Points Fitted Curve Average Rate Fitted Curve Equation: LnM=0.920 Ln(X)+2.707 R2=0.96 Trip Generation,6th Edition 263 Institute of Transportation Engineers ngle-Family Detache Housing (210) Average Vehicle Trip Ends vs: Dwelling Units On a: Weekday, Peak Hour of Adjacent Street Traffic, One Hour Between 7 and 9 a.m. Number of Studies: 271 Avg. Number of Dwelling Units: 202 Directional Distribution: 25% entering, 75% exiting Trip Generation per Dwelling Unit Average Rate Range of Rates Standard Deviation 0.75 0.33 - 2.27 0.90 Data Plot and Equation 3.000 • • • • • N . c Z000 • w • a x • • X m • X Q X 1,000 X X X X � X X X ( X XX'X� w:Z • 0 1000 2000 3000 X= Number of Dwelling Units X Actual Data Points Fitted Curve - Average Rate Fitted Curve Equation: T=0.700(X) +9.477 R2=0.89 Trip Generation,6th Edition 264 Institute of Transportation Engineei Single-Family Detached Housing (21 ©) Average Vehicle Trip Ends vs: Dwelling Units On a: Weekday, Peak Hour of Adjacent Street Traffic, One Hour Between 4 and 6 p.m. Number of Studies: 294 Avg. Number of Dwelling Units: 216 Directional Distribution: 64% entering, 36% exiting Trip Generation per Dwelling Unit Average Rate Range of Rates Standard Deviation 1.01 0.42 - 2.98 1.05 Data Plot and Equation 3.000 • • • • • • • • c Z000 - • 1. a •• X co .3 • . m X • X 1,000 ~ X• X ' X x -- x• • 3,6 0 0 1000 2000 3000 X= Number of Dwelling Units X Actual Data Points Fitted Curve - Average Rate Fitted Curve Equation: Ln(T)=0.901 Ln(X)+0.527 R2=0.91 Trip Generation,6th Edition 265 Institute of Transportation Engineers Preliminar Plat of Piele Parcels 05/18/02 Duvall Avenue NE/NE 4th Street 13 :35 : 10 Year 2003 without Project File JER-H1P SIGNAL97/TEAPAC [Ver 1 . 02 . 12] - Summary of Parameter Values Intersection Parameters METROAREA NONCBD SIMULATION PERIOD 15 LEVELOFSERVICE C S NODELOCATION 0 0 Approach Parameters APPLABELS N E S W GRADES . 0 . 0 . 0 . 0 PEDLEVELS 5 5 5 5 PARKINGSIDES NONE NONE NONE NONE PARKVOLUMES 0 0 0 0 BUSVOLUMES 4 4 0 4 RIGHTTURNONREDS 0 0 5 0 UPSTREAMVC . 00 . 00 . 00 . 00 Movement Parameters MOVLABELS RT TH LT RT TH LT RT TH LT RT TH LT VOLUMES 238 40 436 218 548 10 22 21 17 49 1200 275 WIDTHS 12 . 0 12 . 0 12 . 0 11 . 0 24 . 0 12 . 0 . 0 14 . 0 . 0 . 0 24 . 0 12 . 0 LANES 1 1 1 1 2 1 0 1 0 0 2 1 UTILIZATIONS . 00 . 00 . 00 . 00 . 00 . 00 . 00 . 00 . 00 . 00 . 00 . 00 TRUCKPERCENTS 1 . 0 . 0 1 . 0 1 . 0 1 . 0 . 0 . 0 . 0 . 0 . 0 1 . 0 1 . 0 PEAKHOURFACTORS . 90 . 90 . 90 . 90 . 90 . 90 . 90 . 90 . 90 . 90 . 90 . 90 ARRIVALTYPES 3 3 3 3 3 3 3 3 3 3 3 3 ACTUATIONS NO NO NO NO NO NO NO NO NO NO NO NO REQCLEARANCES 4 . 0 4 . 0 4 . 0 4 . 0 4 . 0 4 . 0 4 . 0 4 . 0 4 . 0 4 . 0 4 . 0 4 . 0 MINIMUMS 5 . 0 5 . 0 5 . 0 5 . 0 5 . 0 5 . 0 5 . 0 5 . 0 5 . 0 5 . 0 5 . 0 5 . 0 STARTUPLOST 2 . 0 2 . 0 2 . 0 2 . 0 2 . 0 2 . 0 2 . 0 2 . 0 2 . 0 2 . 0 2 . 0 2 . 0 ENDGAIN 2 . 0 2 . 0 2 . 0 2 . 0 2 . 0 2 . 0 2 . 0 2 . 0 2 . 0 2 . 0 2 . 0 2 . 0 IDEALSATFLOWS 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 FACTORS 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 DELAYFACTORS 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 NSTOPFACTORS 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 GROUPTYPES NORM NORM NORM NORM NORM NORM NORM NORM NORM NORM NORM NORM SATURATIONFLOWS 1569 1900 1349 1517 3574 385 0 1628 0 0 3526 1787 Phasing Parameters SEQUENCES 13 ALL PERMISSIVES NO NO NO NO LEADLAGS NONE NONE OVERLAPS YES YES YES YES OFFSET . 00 1 CYCLES 90 110 10 PEDTIME . 0 0 GREENTIMES 37 . 95 20 . 32 19 . 73 YELLOWTIMES 4 . 00 4 . 00 4 . 00 CRITICALS 3 12 4 / /i Preliminar Plat of Piele Parcels 05/18/02 Duvall Avenue NE/NE 4th Street 13 : 34 :42 Year 2003 without Project File JER-H1P SIGNAL97/TEAPAC [Ver 1 . 02 . 12] - Capacity Analysis Summary Intersection Averages : Degree of Saturation (v/c) . 73 Vehicle Delay 30 . 5 Level of Service C Sq 13 I Phase 1 I Phase 2 I Phase 3 + + * + ^ + + * + **** / \ <+ + *> <+ <++++ v ^ ++++ **** v North <+ + +> ++++> ++++> + + + ++++ ++++ + + + v v G/C= .422 G/C= . 226 G/C= . 219 G= 37 . 9" G= 20 . 3 " G= 19 . 7" Y+R= 4 . 0" Y+R= 4 . 0" Y+R= 4 . 0" OFF= . 0% OFF=46 . 6% OFF=73 . 6% C= 90 sec G= 78 . 0 sec = 86 . 7% Y=12 . 0 sec = 13 . 3% Ped= . 0 sec = . 0% Lane Width/ g/C Service Rate Adj HCM L 90% Max Group Lanes Reqd Used @C (vph) @E Volume v/c Delay S Queue N Approach 26 . 1 C+ RT 12/1 . 274 . 692 1059 1086 264 . 243 5 . 7 A 102 ft TH 12/1 . 144 .422 687 801 44 . 055 15 . 5 B 32 ft LT 12/1 . 435 . 422 464 569 484 . 851 38 .2 *D+ 352 ft S Approach 15 . 9 B ILT+TH+RTI 14/1 I . 161 I .422 I 576 I 686 I 61 I . 089 I 15 . 9 I B I 44 ftl E Approach 41 . 9 D+ RT 11/1 .268 . 219 153 326 242 . 729 45 . 8 *D 238 ft TH 24/2 . 248 .219 472 784 609 . 777 40 . 5 D+ 299 ft LT 12/1 . 174 . 219 19 64 11 . 131 31 .4 C 25 ft W Approach 27 . 3 C+ I TH+RTI 24/2 1 .427 1 . 489 1 1645 11726 11387 I . 804 1 23 .4 1 C+ I 445 ftl HCS : Unsignalized Intersections Release 3 . 1b TWO-WAY STOP CONTROL(TWSC) ANALYSIS Analyst : C. V. Brown File JER-H2P Intersection: 142nd Ave . SE/NE 4th Street Count Date: Horizon Year without Project Time Period: P.M. Peak Intersection Orientation: East-West Major St . Vehicle Volume Data : Movements: 2 3 4 5 7 9 Volume: 874 18 27 1815 13 9 HFR: 950 20 28 1911 15 11 PHF: 0 . 92 0 . 92 0 . 95 0 . 95 0 . 85 0 . 85 . PHV: 0 . 01 0 . 00 0 . 00 0 . 01 0 . 00 0 . 00 Pedestrian Volume Data: Movements: Flow: Lane width: Walk speed: % Blockage: Median Type : TWLTL # of vehicles : 0 Flared approach Movements : # of vehicles : Northbound 0 # of vehicles : Southbound 0 Lane usage for movements 1, 2&3 approach: Lane 1 Lane 2 Lane 3 L T R L T R L T R N Y N N Y Y N N N Channelized: N Grade : 0 . 00 Lane usage for movements 4 , 5&6 approach: Lane 1 Lane 2 Lane 3 L T R L T R L T R Y N N N Y N N Y Y Channelized: N Grade : 0 . 00 Lane usage for movements 7, 8&9 approach: Lane 1 Lane 2 Lane 3 L T R L T R L T R Y N Y N N N N N N Channelized: N Grade : 0 . 00 Lane usage for movements 10 , 11&12 approach: Lane 1 Lane 2 Lane 3 L T R L T R L T R N N N N N N N N N Channelized: N Grade: 0 . 00 Data for Computing Effect of Delay to Major Street Vehicles : Eastbound Westbound Shared In volume, major th vehicles : 0 0 Shared In volume, major rt vehicles : 0 0 Sat flow rate, major th vehicles : 1700 1700 Sat flow rate, major rt vehicles : 1700 1700 Number of major street through lanes : 2 2 Length of study period, hrs : 1 . 00 Worksheet 4 Critical Gap and Follow-up time calculation. Critical Gap Calculations : Movement 4 7 9 t c, base 4 . 1 7 . 5 6 . 9 t c,hv 2 . 0 2 . 0 2 . 0 P hv 0 . 00 0 . 00 0 . 00 t c,g 0 . 2 0 . 1 G 0 . 00 0 . 00 0 . 00 t 3 , 1t 0 . 0 0 . 7 0 . 0 t c,T: 1 stage 0 . 00 0 . 00 0 . 00 t c 1 stage 4 . 1 6 . 8 6 . 9 Follow Up Time Calculations : Movement 4 7 9 t f,base 2 . 2 3 . 5 3 . 3 t f,HV 1 . 0 1 . 0 1 . 0 P hv 0 . 00 0 . 00 0 . 00 t f 2 . 2 3 . 5 3 . 3 Worksheet 6 Impedance and capacity equations Step 1 : RT from Minor St . 9 12 kr\ N Conflicting Flows 485 Potential Capacity 534 Pedestrian Impedance Factor 1 . 00 Movement Capacity 534 Probability of Queue free St . 0 . 98 Step 2 : LT from Major St . 4 1 Conflicting Flows 970 Potential Capacity 719 Pedestrian Impedance Factor 1 . 00 Movement Capacity 719 Probability of Queue free St . 0 . 96 Step 4 : LT from Minor St . 7 10 Conflicting Flows 1972 Potential Capacity 56 Pedestrian Impedance Factor 1 . 00 Maj . L, Min T Impedance factor 0 . 96 Maj . L, Min T Adj . Imp Factor. 0 . 97 Cap . Adj . factor due to Impeding mvmnt 0 . 97 Movement Capacity 54 Worksheet 8 Shared Lane Calculations Shared Lane Calculations Movement 7 8 9 10 11 12 v(vph) 15 11 Movement Capacity 54 534 Shared Lane Capacity 86 Worksheet 10 delay, queue length, and LOS Movement 1 4 7 8 9 10 11 12 v(vph) 28 26 C m(vph) 719 86 v/c 0 . 04 0 . 30 95% queue length Control Delay 10 . 2 65 . 1 LOS B F Approach Delay 65 . 1 Approach LOS F HCS : Unsignalized Intersections Release 3 . 1b TWO-WAY STOP CONTROL (TWSC) ANALYSIS Analyst : C. V. Brown File JER-P2P Intersection: 142nd Ave . SE/NE 4th Street Count Date : Horizon Year with Project Time Period: P.M. Peak Intersection Orientation: East-West Major St . Vehicle Volume Data : Movements : 2 3 4 5 7 9 Volume : 881 18 27 1828 13 9 HFR: 958 20 28 1924 15 11 PHF: 0 . 92 0 . 92 0 . 95 0 . 95 0 . 85 0 . 85 PHV: 0 . 01 0 . 00 0 . 00 0 . 01 0 . 00 0 . 00 Pedestrian Volume Data: Movements : Flow: Lane width: Walk speed: % Blockage : Median Type : TWLTL # of vehicles : 0 Flared approach Movements : # of vehicles : Northbound 0 # of vehicles : Southbound 0 Preliminar Plat of Piele Parcels 05/18/02 Jericho Avenue/144th Avenue NE/NE 4th Street 13 :45 :27 Year 2003 without Project File JER-H3P SIGNAL97/TEAPAC [Ver 1 . 02 . 12] - Summary of Parameter Values Intersection Parameters METROAREA NONCBD SIMULATION PERIOD 15 LEVELOFSERVICE C S NODELOCATION 0 0 Approach Parameters APPLABELS N E S W GRADES . 0 . 0 . 0 . 0 PEDLEVELS 5 5 5 5 PARKINGSIDES NONE NONE NONE NONE PARKVOLUMES 0 0 0 0 BUSVOLUMES 0 4 0 4 RIGHTTURNONREDS 0 0 5 0 UPSTREAMVC . 00 . 00 . 00 . 00 Movement Parameters MOVLABELS RT TH LT RT TH LT RT TH LT RT TH LT VOLUMES 8 0 1 1 677 31 21 0 207 457 1355 16 WIDTHS . 0 14 . 0 . 0 . 0 24 . 0 12 . 0 . 0 11 . 0 11 . 0 . 0 24 . 0 12 . 0 LANES 0 1 0 0 2 1 0 1 1 0 2 1 UTILIZATIONS . 00 . 00 . 00 . 00 . 00 . 00 . 00 . 00 . 00 . 00 . 00 . 00 TRUCKPERCENTS 1 . 0 . 0 1 . 0 1 . 0 1 . 0 . 0 . 0 . 0 . 0 . 0 1 . 0 1 . 0 PEAKHOURFACTORS . 90 1 . 00 . 90 1 . 00 . 92 . 90 . 90 1 . 00 . 90 . 92 . 95 . 90 ARRIVALTYPES 3 3 3 3 3 3 3 3 3 3 3 3 ACTUATIONS NO NO NO NO NO NO NO NO NO NO NO NO REQCLEARANCES 4 . 0 4 . 0 4 . 0 4 . 0 4 . 0 4 . 0 4 . 0 4 . 0 4 . 0 4 . 0 4 . 0 4 . 0 MINIMUMS 5 . 0 5 . 0 5 . 0 5 . 0 5 . 0 5 . 0 5 . 0 5 . 0 5 . 0 5 . 0 5 . 0 5 . 0 STARTUPLOST 2 . 0 2 . 0 2 . 0 2 . 0 2 . 0 2 . 0 2 . 0 2 . 0 2 . 0 2 . 0 2 . 0 2 . 0 ENDGAIN 2 . 0 2 . 0 2 . 0 2 . 0 2 . 0 2 . 0 2 . 0 2 . 0 2 . 0 2 . 0 2 . 0 2 . 0 IDEALSATFLOWS 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 FACTORS 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 DELAYFACTORS 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 NSTOPFACTORS 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 GROUPTYPES NORM NORM NORM NORM NORM NORM NORM NORM NORM NORM NORM NORM SATURATIONFLOWS 0 1550 0 0 3545 131 0 1557 1745 0 3415 641 Phasing Parameters SEQUENCES 11 ALL PERMISSIVES NO NO NO NO LEADLAGS NONE NONE OVERLAPS YES YES YES YES OFFSET . 00 1 CYCLES 90 110 10 PEDTIME . 0 0 GREENTIMES 24 . 20 57 . 80 YELLOWTIMES 4 . 00 4 . 00 CRITICALS 9 11 A ` Preliminar Plat of Piele Parcels 05/18/02 Jericho Avenue/144th Avenue NE/NE 4th Street 13 :44 :42 Year 2003 without Project File JER-H3P SIGNAL97/TEAPAC [Ver 1 . 02 . 12] - Capacity Analysis Summary Intersection Averages : Degree of Saturation (v/c) . 69 Vehicle Delay 16 . 8 Level of Service B Sq 11 I Phase 1 I Phase 2 I + + + + ++++ / \ <+ +> <++++ ++++ ++++ v North <* +> ****> I * + **** * + v G/C= . 269 G/C= . 642 G= 24 .2 " G= 57 . 8" Y+R= 4 . 0" Y+R= 4 . 0" OFF= . 0% OFF=31 . 3% C= 90 sec G= 82 . 0 sec = 91 . 1% Y= 8 . 0 sec = 8 . 9% Ped= . 0 sec = . 0% Lane Width/ g/C Service Rate Adj HCM L 90% Max Group Lanes , Reqd Used @C (vph) @E Volume v/c Delay S Queue N Approach 21 . 4 C+ ILT+TH+RTI 14/1 I . 127 I . 313 I 337 I 486 I 10 I . 021 I 21 .4 I C+ I 25 ftl S Approach 30 . 6 C TH+RT 11/1 . 134 . 313 339 488 18 . 037 21 . 6 C+ 25 ft LT 11/1 .240 .269 293 469 230 . 490 31 . 3 *C 210 ft E Approach 8 . 3 A TH+RT 24/2 . 277 . 642 2276 2276 737 . 324 7 . 7 A 166 ft LT 12/1 . 404 . 642 49 74 34 . 405 21 . 6 C+ 25 ft W Approach 18 .4 B TH+RT 24/2 . 574 . 642 2191 2193 1923 . 877 18 . 5 *B 432 ft LT 12/1 . 171 . 642 360 411 18 . 044 6 . 1 A 25 ft Preliminar Plat of Piele Parcels 05/18/02 Duvall Avenue NE/NE 4th Street 13 :38 :24 Year 2003 with Project File JER-P1P SIGNAL97/TEAPAC [Ver 1 . 02 . 12] - Summary of Parameter Values Intersection Parameters METROAREA NONCBD SIMULATION PERIOD 15 LEVELOFSERVICE C S NODELOCATION 0 0 Approach Parameters APPLABELS N E S W GRADES . 0 . 0 . 0 . 0 PEDLEVELS 5 5 5 5 PARKINGSIDES NONE NONE NONE NONE PARKVOLUMES 0 0 0 0 BUSVOLUMES 4 4 0 4 RIGHTTURNONREDS 0 0 5 0 UPSTREAMVC . 00 . 00 . 00 . 00 Movement Parameters MOVLABELS RT TH LT RT TH LT RT TH LT RT TH LT VOLUMES 238 40 439 220 553 10 22 21 17 49 1210 275 WIDTHS 12 . 0 12 . 0 12 . 0 11 . 0 24 . 0 12 . 0 . 0 14 . 0 . 0 . 0 24 . 0 12 . 0 LANES 1 1 1 1 2 1 0 1 0 0 2 1 UTILIZATIONS . 00 . 00 . 00 . 00 . 00 . 00 . 00 . 00 . 00 . 00 . 00 . 00 TRUCKPERCENTS 1 . 0 . 0 1 . 0 1 . 0 1 . 0 . 0 . 0 . 0 . 0 . 0 1 . 0 1 . 0 PEAKHOURFACTORS . 90 . 90 . 90 . 90 . 90 . 90 . 90 . 90 . 90 . 90 . 90 . 90 ARRIVALTYPES 3 3 3 3 3 3 3 3 3 3 3 3 ACTUATIONS NO NO NO NO NO NO NO NO NO NO NO NO REQCLEARANCES 4 . 0 4 . 0 4 . 0 4 . 0 4 . 0 4 . 0 4 . 0 4 . 0 4 . 0 4 . 0 4 . 0 4 . 0 MINIMUMS 5 . 0 5 . 0 5 . 0 5 . 0 5 . 0 5 . 0 5 . 0 5 . 0 5 . 0 5 . 0 5 . 0 5 . 0 STARTUPLOST 2 . 0 2 . 0 2 . 0 2 . 0 2 . 0 2 . 0 2 . 0 2 . 0 2 . 0 2 . 0 2 . 0 2 . 0 ENDGAIN 2 . 0 : . 0 2 . 0 2 . 0 2 . 0 2 . 0 2 . 0 2 . 0 2 . 0 2 . 0 2 . 0 2 . 0 IDEALSATFLOWS 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 FACTORS 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 DELAYFACTORS 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 NSTOPFACTORS 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 GROUPTYPES NORM NORM NORM NORM NORM NORM NORM NORM NORM NORM NORM NORM SATURATIONFLOWS 1569 1900 1349 1517 3574 385 0 1628 0 0 3526 1787 Phasing Parameters SEQUENCES 13 ALL PERMISSIVES NO NO NO NO LEADLAGS NONE NONE OVERLAPS YES YES YES YES OFFSET . 00 1 CYCLES 90 110 10 PEDTIME . 0 0 GREENTIMES 38 . 04 20 . 21 19 . 75 YELLOWTIMES 4 . 00 4 . 00 4 . 00 CRITICALS 3 12 4 �O / r Preliminar Plat of Piele Parcels 05/18/02 Duvall Avenue NE/NE 4th Street 13 :36 : 51 Year 2003 with Project File JER-P1P SIGNAL97/TEAPAC [Ver 1 . 02 . 12] - Capacity Analysis Summary Intersection Averages : Degree of Saturation (v/c) . 73 Vehicle Delay 30 . 9 Level of Service C Sq 13 I Phase 1 1 Phase 2 1 Phase 3 + + * + ^ + + * + **** / \ <+ + *> <+ <++++ v ^ ++++ **** v North <+ + +> ++++> ++++> 1 + + + ++++ ++++ + + + v v G/C= .423 G/C= . 225 G/C= . 219 G= 38 . 0" G= 20 . 2" G= 19 . 8" Y+R= 4 . 0" Y+R= 4 . 0" Y+R= 4 . 0" OFF= . 0% OFF=46 . 7% OFF=73 . 6% C= 90 sec G= 78 . 0 sec = 86 . 7% Y=12 . 0 sec = 13 . 3% Ped= . 0 sec = . 0% Lane Width/ g/C Service Rate Adj HCM L 90% Max Group Lanes Reqd Used @C (vph) @E Volume v/c Delay S Queue N Approach 26 . 5 C+ RT 12/1 . 274 . 692 1058 1085 264 . 243 5 . 7 A 102 ft TH 12/1 . 144 .423 689 803 44 . 055 15 . 5 B 32 ft LT 12/1 . 437 . 423 465 570 488 . 856 38 . 7 *D+ 354 ft S Approach 15 . 8 B ILT+TH+RTI 14/1 I . 161 I . 423 I 578 I 688 I 61 I . 089 I 15 . 8 I 2 I 44 ftI E Approach 42 . 1 D+ RT 11/1 .269 . 219 153 328 244 . 733 46 . 0 *D 239 ft TH 24/2 . 249 . 219 473 784 614 . 783 40 . 8 D+ 301 ft LT 12/1 . 174 . 219 19 64 11 . 131 31 .4 C 25 ft W Approach 27 . 7 C I TH+RTI 24/2 I . 430 I . 488 11640 11722 11398 I . 812 I 23 . 8 I C+ I 450 ftl 11 ' Lane usage for movements 1, 2&3 approach: Lane 1 Lane 2 Lane 3 L T R L T R L T R N Y N N Y Y N N N Channelized: N Grade : 0 . 00 Lane usage for movements 4 , 5&6 approach: Lane 1 Lane 2 Lane 3 L T R L T R L T R Y N N N Y N N Y Y Channelized : N Grade : 0 . 00 Lane usage for movements 7, 8&9 approach: Lane 1 Lane 2 Lane 3 L T R L T R L T R Y N Y N N N N N N Channelized: N Grade : 0 . 00 Lane usage for movements 10, 11&12 approach: Lane 1 Lane 2 Lane 3 L T R L T R L T R N N N N N N N N N Channelized: N Grade : 0 . 00 Data for Computing Effect of Delay to Major Street Vehicles : Eastbound Westbound Shared In volume, major th vehicles : 0 0 Shared In volume, major rt vehicles : 0 0 Sat flow rate, major th vehicles : 1700 1700 Sat flow rate, major rt vehicles : 1700 1700 Number of major street through lanes : 2 2 Length of study period, hrs : 1 . 00 Worksheet 4 Critical Gap and Follow-up time calculation. Critical Gap Calculations : Movement 4 7 9 t c,base 4 . 1 7 . 5 6 . 9 t c, hv 2 . 0 2 . 0 2 . 0 P hv 0 . 00 0 . 00 0 . 00 t c,g 0 . 2 0 . 1 G 0 . 00 0 . 00 0 . 00 t 3 , 1t 0 . 0 0 . 7 0 . 0 t c, T: 1 stage 0 . 00 0 . 00 0 . 00 t c 1 stage 4 . 1 6 . 8 6 . 9 Follow Up Time Calculations : Movement 4 7 9 t f,base 2 .2 3 . 5 3 . 3 t f, HV 1 . 0 1 . 0 1 . 0 P hv 0 . 00 0 . 00 0 . 00 t f 2 .2 3 . 5 3 . 3 Worksheet 6 Impedance and capacity equations Step 1 : RT from Minor St . 9 12 Conflicting Flows 489 Potential Capacity 531 Pedestrian Impedance Factor 1 . 00 Movement Capacity 531 Probability of Queue free St . 0 . 98 Step 2 : LT from Major St . 4 1 Conflicting Flows 977 Potential Capacity 714 Pedestrian Impedance Factor 1 . 00 Movement Capacity 714 Probability of Queue free St . 0 . 96 Step 4 : LT from Minor St . 7 10 Conflicting Flows 1986 Potential Capacity 55 Pedestrian Impedance Factor 1 . 00 Maj . L, Min T Impedance factor 0 . 96 Maj . L, Min T Adj . Imp Factor. 0 . 97 Cap. Adj . factor due to Impeding mvmnt 0 . 97 Movement Capacity 53 Worksheet 8 Shared Lane Calculations Shared Lane Calculations Movement 7 8 9 10 11 12 v (vph) 15 11 Movement Capacity 53 531 Shared Lane Capacity 84 tl\ Worksheet 10 delay, queue length, and LOS Movement 1 4 7 8 9 10 11 12 v (vph) 28 26 C m(vph) 714 84 v/c 0 . 04 0 . 31 95% queue length Control Delay 10 . 2 67 . 0 LOS B F Approach Delay 67 . 0 Approach LOS F a—• Preliminar Plat of Piele Parcels 05/18/02 Jericho Avenue/144th Avenue NE/NE 4th Street 13 :48 : 03 Year 2003 with Project File JER-P3P SIGNAL97/TEAPAC [Ver 1 . 02 . 12] - Summary of Parameter Values Intersection Parameters METROAREA NONCBD SIMULATION PERIOD 15 LEVELOFSERVICE C S NODELOCATION 0 0 Approach Parameters APPLABELS N E S W GRADES . 0 . 0 . 0 . 0 PEDLEVELS 5 5 5 5 PARKINGSIDES NONE NONE NONE NONE PARKVOLUMES 0 0 0 0 BUSVOLUMES 0 4 0 4 RIGHTTURNONREDS 0 0 5 0 UPSTREAMVC . 00 . 00 . 00 . 00 Movement Parameters MOVLABELS RT TH LT RT TH LT RT TH LT RT TH LT VOLUMES 15 0 2 2 677 31 21 0 207 457 1355 29 WIDTHS . 0 14 . 0 . 0 . 0 24 . 0 12 . 0 . 0 11 . 0 11 . 0 . 0 24 . 0 12 . 0 LANES 0 1 0 0 2 1 0 1 1 0 2 1 UTILIZATIONS . 00 . 00 . 00 . 00 . 00 . 00 . 00 . 00 . 00 . 00 . 00 . 00 TRUCKPERCENTS 1 . 0 . 0 1 . 0 1 . 0 1 . 0 . 0 . 0 . 0 . 0 . 0 1 . 0 1 . 0 PEAKHOURFACTORS . 90 1 . 00 . 90 1 . 00 . 92 . 90 . 90 1 . 00 . 90 . 92 . 95 . 90 ARRIVALTYPES 3 3 3 3 3 3 3 3 3 3 3 3 ACTUATIONS NO NO NO NO NO NO NO NO NO NO NO NO REQCLEARANCES 4 . 0 4 . 0 4 . 0 4 . 0 4 . 0 4 . 0 4 . 0 4 . 0 4 . 0 4 . 0 4 . 0 4 . 0 MINIMUMS 5 . 0 5 . 0 5 . 0 5 . 0 5 . 0 5 . 0 5 . 0 5 . 0 5 . 0 5 . 0 5 . 0 5 . 0 STARTUPLOST 2 . 0 2 . 0 2 . 0 2 . 0 2 . 0 2 . 0 2 . 0 2 . 0 2 . 0 2 . 0 2 . 0 2 . 0 ENDGAIN 2 . 0 2 . 0 2 . 0 2 . 0 2 . 0 2 . ) 2 . 0 2 . 0 2 . 0 2 . 0 2 . 0 2 . 0 IDEALSATFLOWS 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 FACTORS 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 DELAYFACTORS 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 NSTOPFACTORS 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 GROUPTYPES NORM NORM NORM NORM NORM NORM NORM NORM NORM NORM NORM NORM SATURATIONFLOWS 0 1551 0 0 3544 131 0 1557 1745 0 3415 640 Phasing Parameters SEQUENCES 11 ALL PERMISSIVES NO NO NO NO LEADLAGS NONE NONE OVERLAPS YES YES YES YES OFFSET . 00 1 CYCLES 90 110 10 PEDTIME . 0 0 GREENTIMES 24 . 20 57 . 80 YELLOWTIMES 4 . 00 4 . 00 CRITICALS 9 11 11 Preliminar Plat of Piele Parcels 05/18/02 Jericho Avenue/144th Avenue NE/NE 4th Street 13 :47 : 31 Year 2003 with Project File JER-P3P SIGNAL97/TEAPAC [Ver 1 . 02 . 12] - Capacity Analysis Summary Intersection Averages : Degree of Saturation (v/c) . 69 Vehicle Delay 16 . 8 Level of Service B Sq 11 I Phase 1 I Phase 2 + + + + ++++ / \ <+ +> <++++ ++++ ++++ v North <* +> ****> * + **** * + v G/C= . 269 G/C= . 642 G= 24 . 2 " G= 57 . 8" Y+R= 4 . 0" Y+R= 4 . 0" OFF= . 0% OFF=31 . 3% C= 90 sec G= 82 . 0 sec = 91 . 1% Y= 8 . 0 sec = 8 . 9% Ped= . 0 sec = . 0% Lane Width/ g/C Service Rate Adj HCM L 90% Max Group Lanes Reqd Used @C (vph) @E Volume v/c Delay S Queue N Approach 21 . 6 C+ ILT+TH+RTI 14/1 I . 134 I . 313 I 337 I 486 I 19 I . 039 I 21 . 6 I C+ I 25 ftl S Approach 30 . 6 C TH+RT 11/1 . 134 . 313 339 488 18 . 037 21 . 6 C+ 25 ft LT 11/1 .240 . 269 293 469 230 . 490 31 . 3 *C 210 ft E Approach 8 . 3 A TH+RT 24/2 . 277 . 642 2276 2276 738 . 324 7 . 7 A 166 ft LT 12/1 . 404 . 642 49 74 34 . 405 21 . 6 C+ 25 ft W Approach 18 . 3 B TH+RT 24/2 . 574 . 642 2191 2193 1923 . 877 18 . 5 *2 432 ft LT 12/1 . 199 . 642 360 411 32 . 078 6 . 4 A 25 ft Christopher brown (n Associates 9688 Rainier Ave. 8. (Seattle. WA 98118-5981 (206) 722-1910 Fax (206) 722-1909 The Jericho Avenue Development "4.77 Court" a TRAFFIC STUDY for a 26 Unit Single Family Residential Development in the CITY OF RENTON King County irfeP .6412441.4146ti,',ceintr-14131fts, June 14, 2000 a i, - + . .1v f s AL. ,.<< a Traffic Engineers C$ Transportation Planners "4.77 Court" TRAFFIC STUDY - Table of Contents Purpose 1 . Location 3 . Scope 3 . Adjacent Land Uses 3 . Street System 5 . Transit 5 . Project Phasing 5 . Traffic Characteristics 5 . Trip Generation 6 . Horizon Year Traffic 8 . Assignment 8 . Year 2002 Traffic 10 . Capacity Analysis 10 . Commentary 13 . Adverse Consequences 13 . NE 4th/Jericho Avenue Signal 14 . Conclusions 14. List of Figures Figure 1 Vicinity Map 2 . Figure 2 Site Plan for "4. 77 Court" 4 . Figure 3 Current Traffic Volumes 7 . Figure 4 2002 Volumes without Project 9 . Figure 5 Traffic Assignment 11 . Figure 6 2002 Volumes with Project 12 . List of Tables Table I Trip Generation 8 . Table II Levels of Service 10 . Appendix Peak Hour Traffic - Field Data ITE LUC 210 data Sheets Level of Service Computer In/Out Data Christopher brown 0Associate8 COi 9688 Rainier Ave. S. / (Seattle, WA 98118-5981 (206) 722-1910 Fax (206) T22-1909/ The Jericho Avenue Development - "4.77 Court" a TRAFFIC STUDY for a 26 Unit Single Family Residential Development in the CITY OF RENTON King County Purpose Briefly, the purpose of this study is to obtain current traffic volume data on the adjacent arterial street system within the City of Renton serving the proposed 26-lot single family residential development and to derive a forecast for future (year 2002) traffic conditions so that an assessment of potential traffic impacts can be made. For reference, the location of the site is shown on Figure 1 , the Vicinity Map. The study includes the gathering of local arterial street and intersection traffic data on the network that is expected to be impacted by site generated p.m. peak hour traffic. The analysis covers the p.m. peak hour traffic operation since that contains the highest hourly traffic volumes of the average day . It continues with an estimate of the trip distribution and traffic assignment done in accordance with recommended practices based on sample traffic data from the nearby adjacent intersection lying at the plat entrance on NE 4th Street/SE 128th Street. It may be noted that the highway and arterial street traffic volume data over the p.m. peak hour is the typical design hour for traffic impact assessments . In addition, the study identifies the appropriate growth factor for including background traffic growth up to the project year of full occupancy, the year 2002, in accordance with the recommended practice of the Institute of Transportation Engineers, Traffic Access and Impact Studies for Site Development, Transportation Engineering, August, 1988 . The study also assigns future site generated traffic to the Christopher brown CS Associates 9688 Rainier Ave. S. -1 - C-4 (Seattle, WA 98118-5981 (206) 722-1910 Fax (206) 222-190/ n r , I _ _ W ~�Q'F{Inl PE z z_ ___ Vie �E I12.41H :I SE 124TH ST lA o1H` < �i� _ ;E Inft, :i ^a'I >I SEI t > NNE 5TH ST g I a N N f ▪ o Q '< 5E 12o1u �, ¢ > > W I Si :Q = §, o a < 11 p `le ,.., , I-. zj128THST i 4TH ST of I, SE = 128TH • 1 1143CG 'I' 14800 15600 4300 <1� w te 129TH rw ii W NE 3RD CT PL _ES t ---- I�rru�"' ,(r N� = a i IC:. 1315 n 2t o r - SE-_ ___,132ND __a .. ST__ ---- SE 132ND ST SE 132 L s 8 'Cr')• SE 133RD CT PE NE } - .� 15 rllao �I Q Aga Si Pi 1ST . . + W- ` d C __ ` SE 134�n ti4 co a 3i___ 'c �� I SE a 14 .-, SE 1ST U 135TN c Si 3 in N ` I ST sr SE _. -.36TH 136TH ST ND •.1 P SE~ ,- r__fl5eoo SE S' 1 t00 �3�, _ 'PARK L 1 1 10 8§©W5.t s& % 1 °r �� � I 1 SF__ _ 137r1+ 1P4---- ' sE t3 w r—— SE 136TH Pi. SE " � °'A IE r F, SE 13E+TH I >I r SE 4SPPIIIP.9:- 3. NT6 r • r, > se ii9�+�I ;j' SE i39TTi Z c 1 S: es OP" >? !s:y a "' :i:to il\ J' PL �I ;' c, 139TH DL - - J sE 14u1n 51 i . , '^ Q uoiv QI ��� — - 14151 ' N� 7 `U01„.1 j n) °l u,l SE 141ST Yx'•!�"YA "'''"T .s� - - SE --- �' /i�i S� 1..4t-, i�trwwy sr_.. ' st :�r I ST � SE 142ND 142NU ST ^ i - � SE 142ND ST �1' ST S �+ .s•r 4.. 1 4 !4 _ 5Er='1,_.tW . = Sa 1 s p,, a f' Z. ' sf :•j' p ['+ I1�1w • ^I '... t S 4 .7T tz' • 1 _ � SE13D e a +[ �]�D� Y ` �ii4PiE11I 14411 r ` - ,1 f rt _ ; I a �, ,�vl '...r _�- L - - - ,„•L. .',o . .., - .'r 11ir[I - . -_ sE_t44n� _n ^SE16000a� _. 1 S.r - -i t 1 169 GOLF . . 1[ 14s� P 4 Sr" '> `' ,n • �Li . r. a s . COURSE .1 h �t cP . - •` rt40- s 4 \' tD - � S1, �` IONAL. a t .r I �� NTQN , f ,tPA ,4i o 0 s 6 eL , _ VA _ _ry .•-• • .... . ....4,, a•t;...--:tg+ a` A;, ,' ^:fw St' FIGURE 1 Vicinity Map I t Christopher brown CS Aeeociatee 9688 Rainier Ave. 8. Seattle, WA 98118-5981 (206) 722-1910 Fax (206) 722-190 street network and continues with an analysis of current levels of service (LOS) on the arterial system and then completes the study by identifying the future levels of service (LOS) given the completion of the full development. The horizon year traffic volumes are used to assess the project impacts . Location More particularly, the location of the proposed Jericho Avenue Development is on the north side of NE 4th Street/SE 128th Street opposite 14th Avenue SE in the recently annexed eastern sector of the City of Renton. The location of the site, as noted earlier, is shown on Figure 1 , the Vicinity Map. Scope For the purpose of this study, the scope of work considers a unified, aggregated 26 unit single family residential development on a parcel of land that lies close to existing but presently somewhat sparsely developed single family properties . The site layout is shown on Figure 2 . In this study the key intersections expected to be impacted by the site' s generated traffic, along NE 4th Street/SE 128th Street S .E. include 142nd Avenue SE lying to the west of the site and 138th Avenue SE/Duvall Avenue NE further west at the site of the neighboring shopping center, the Highlands Market Plaza. Adjacent Land Uses The adjacent, developed land uses in the immediate vicinity of the site are all single family with significant parcels being only lightly developed at the moment if not in the process of development such as "Windsong" and "Windwood" under construction by Centex Homes and "Maplewood Estates" by the firm of Burnstead Construction. Consequently, the proposed site land use conforms with the neighborhood. In a traffic planning sense it is not a conflicting land use insofar as the immediate neighborhood is concerned. In essence, as a typical single family residential ?!!!) Christopher Brown C' Associates 9688 Rainier Ave. 8. _3_ Seattle, WA 98118-5981 (206) 722-1910 Fax (206) 222-1909 development it will be in harmony with the neighborhood as it is now planned and developing. To the south of the site, across NE 4th Street, is the Hop In Grocery & Deli while a few blocks to the west the nearest main commercial activities are at 138th Avenue SE/Duvall Avenue NE. This is a major neighborhood shopping center that will serve the future residents of "4 . 77 Court" . Street System The adjacent arterial street serving the site, NE 4th Street/SE 128th Street, is a five lane facility with a posted speed limit of 35 mph. Curbs, gutters and sidewalks have been recently built along its north side in the vicinity of 142nd Avenue SE. The traffic signal system includes a 2-phase signal at the ' tee' intersection of 144th Avenue SE and a multi-phased signal at Duvall Avenue NE. The later signal has concurrent timing on the north and south phases . Street grades, lane geometrics and pedestrian, bus and truck data are noted in the appended level of service (LOS ) computations . Transit Metro (Sound) Transit has Route Number 111 at the site on NE 4th Street and 144th Avenue SE with peak time half hour headways . Project Phasing The project will not be phased over a long period of time but is to be a single and continuous effort. The anticipated date of full occupancy for traffic planning purposes is taken at the year 2002 . Traffic Characteristics Current (mid-June, 2000 ) peak hour traffic volume data was 1!1!) Christopher brown 0 Associates 9688 Rainier Ave. 8. -5- � Seattle, WA 98118-5981 (206) 722-1910 Eax (206) 722-1909 obtained in the field over the mid-week afternoon peak hour period. Being collected in the late spring season when both school system and normal employment patterns exist, it can be considered a normal typical p.m. peak hour sample. Fortunately, no heavy rains or other adverse conditions effected the traffic movements or otherwise skewed the traffic data although 142nd Avenue SE was under construction (widening and paving) and traffic was controlled by flaggers . Since the p.m. peak hour contains both employment related trips as well as shopping and some social-recreation travel, it is the largest peak and is used as the "design hour" of the project. Current p.m. peak hour data is shown on Figure 3, Current Traffic Volumes . On this figure, the average weekday traffic volume (A.W.D.T. ) data was obtained from King County records . Traffic observations did not indicate significant truck, bus or pedestrian traffic along NE 4th Street/SE 128th Street. That data is also noted in the appendix with truck data segregated by axle count and bus data noted as either Metro or School Bus . In addition, bus and truck frequencies are noted in the Appendix as a part of the computer data along with road grades, number and width of traffic lanes, geometric data and traffic control devices as described earlier. Figure 3 and subsequent traffic volume figures are schematic and do not show any scale other than that associated with the respective traffic volumes . Trip Generation Trip generation for the plat is based on the Institute of Transportation Engineer' s (ITE) Land Use Code 210 for single family dwellings . The expected trip production is noted in Table I, on page 8, and is based on the published average rates for the 26 new single family homes . Note that the average trip rates are used since the scale of the project is relatively small in the context of the range of published trip generation data. The ITE trip data is also contained in the appendix for reference. Christopher brown CS Associates -6- 9688 rainier Ave. S. Seattle, WA 98118-5981 (206) 722-1910 Fax (206) 722-1909 �J \ Jericho Avenue NE ° 144th Avenue SE 1 a� a) ar:". 4J co cNi LEGEND w U) P.M. Peak Hour Traffic Volume (0 Average Weekday 142nd Avenue SE Traffic Volume a) U O " n w z O \ oo� 138th Avenue SE Duvall Avenue NE M C\ FIGURE 3 Current Traffic Volumes 11EI!!) Christopher Brown (n Amociatea 9688 Rainier Ave. 8. _7_ Seattle, WA 98118-5981 (206) 722-1910 Eax (206) 722-1910 cs �' N � Jericho Avenue NE 144th Avenue SE 4) a w 1 \1‘ T � 4-1 i-r-- (T. LEGEND ro, P.M. Peak Hour Traffic Volume Average Weekday 142nd Avenue SE 0.` Traffic Volume � O N � a) a) 6 4.1 z - 0 `y 138th Avenue SE N Duvall Avenue NE �r -T r,. FIGURE 4 2002 Volumes without Project Chrietophcr brown U ABeociatc8iLN\ 9688 Rainier Ave. 8. _g_ Seattle, WA 98118-5981 (206) T22-1910 fax (206) T22-191 N �o Jericho Avenue NE 144th Avenue SE - N T cn 4 N 4) w N LEGEND ro, t) P.M. Peak Hour Traffic Volume 00j Y' Average Weekday 142nd Avenue SE Traffic Volume ciN 4-) a) • a) cn M x N ° z 138th Avenue SE N Duvall Avenue NE \s. FIGURE 4 2002 Volumes without Project ChriBtophcr Brown (n A88ociatc8 9688 Rainier Ave. 8. _9_ &attic, WA 98118-5981 (206) 'Z22-1910 Fax (206) T22-1910 TABLE I Trip Generation Time Period Traffic Volumes A.W.D.T. 249 Trips A.M. inbound 5 v.p.h. A.M. outbound 15 v.p.h. P .M. inbound 17 v.p.h. P.M. outbound 9 v.p.h. Horizon Year Traffic As noted earlier, the horizon year for this project is the year 2002 . From the 1988-98 ten year interval published by King County at count station Number 3042, located at SE 128th Street/ 14th Avenue SE the annual compound rate of growth in traffic was found to be 2 . 2 percent per year on the mainline. If the south leg was included the rate would drop to 0 . 13 percent per year. Curiously, on the west leg of this intersection the 1989 volume of 25, 212 is larger than the most recent 1998 volume of 24, 150 . Similarly, the south leg went from 7, 181 in 1989 to a lower volume ( 6, 930 ) in 1998 thus also showing a decline in traffic from ten years ago. Given this anomaly, the five year interval was used and, as described above, omitted the south leg so that the worst case growth scenario would result. While the 2 . 2 percent per year rate of growth is smaller than typically found in Renton and other south county cities it is used for the worst case analysis . It is considered appropriate since it reflects the rate on the abutting arterial street. Figure 4 shows the horizon year forecast without the project. This one year forecast is based on the above rate of growth. Assignment The new traffic generated by this residential development will be distributed onto the adjacent roadway system and then onto the regional transportation system. The distribution used in Christopher brown Cn Associates 9688 rainier Ave. 8. _8_ / Seattle, WA 98118-5981 (206) 722-1910 Fax (206) 722-1909� this study to assign project generated traffic is based on the typical Analogy Method as described in Transportation and Land Development, Vergil G. Stover, 1988, published by the Institute of Transportation Engineers . Figure 5, Assignment, shows site traffic distributed onto the local arterial network. Year 2002 Traffic Figure 6, 2002 Volumes, Project Completed, is the forecast demand. As described earlier, the p.m. peak hour data is used for defining project related traffic impacts . Capacity Analysis Capacity analysis is in accordance with the recently published ( 1994) Highway Capacity Manual, Special Report 209, published by the Transportation Research Board. The analysis was performed with the computer programs SIGNAL 94 by Strong Systems and by HCS produced by McTrans, University of Florida, all being used under license to Christopher Brown, P.E. The results of the analysis are noted in Table II, below. TABLE II Levels of Service Intersection 2000 2002 2002 Without With Project Project Duvall Ave. /NE 4th St. C C C Vehicle delay 15 . 6 sec. 15 . 7 sec. 15 .9 sec. SE 128th St. /142nd Ave. SE F F F Worst Case, delay 57 . 1 sec. 58 . 9 sec. 60 . 9 sec. 144th Ave. SE/SE 128th St. B B B Minor Street, delay 7 . 6 sec. 7 . 7 sec. 9 . 6 sec. Christopher brown Cn Amociate8 9688 Rainier Ave. S. -10- Seattle. WA 98118-5981 (206) 722-1910 Fax (206) 722-1909� p O a Jericho Avenue NE 144th Avenue SE 4 ("7'6- 4 c 4 4 LEGEND P.M. Peak Hour 0 Traffic Volume ( '/ Average Weekday 142nd Avenue SE Traffic Volume C7') 4 v a) P 4 4 4 .44 z 138th Avenue SE N 0 Duvall Avenue NE .74s \\ (// -73 FIGURE 5 Traffic Assignment �4 ChriBtophcr brown Cif A88ociatc8 9688 Rainier Ave. 8. -11- a\ / (Seattle, WA 98118-5981 �_/ (206) p2-1910 Fax (206) 722-1910 i °I)71 \ e Jericho Avenue NE 144th Avenue SE ((c .\ (1.)) S-4)-7▪ 4-) 4_, � N rNi LEGEND U) C1 P.M. Peak Hour Traffic Volume ocs_ Average Weekday 142nd Avenue SE ( 2) Traffic Volume Q N � w 4 U N , � cso 2 c-k \ c� S N � � 0 138th Avenue SE Duvall Avenue NE (// ri?' - �o FIGURE 6 2002 Volumes with Project % Chrietophcr Brown CS Aeeociatce 9688 Rainier Ave. 8. -12- (Seattle, WA 98118-5981 (206) 722-1910 Fax (206) 722-1910 i The level of service along NE 4th Street/SE 128th Street is adequate by urban standards although it is noted the southbound left turn movement from the STOP sign controlled intersection of 142nd Avenue SE is in the LOS 'F' range both under today' s traffic loading and, naturally, for the horizon year as well. As a STOP controlled intersection there is no remediation possible without signalization. This is because through traffic on NE 4th Street/SE 128th Street is too high and will always preclude an easy outbound left turn movement, even with the presence of a 2-way, left turn lane. On the basis of the LOS analysis no remedial action is needed at the project site access to 144th Avenue SE nor at the main intersection with Duvall Avenue NE. Both of these intersections have substantial surplus capacity . Note that the LOS computations in the Appendix reflect the use of current roadway geometrics . Commentary The Level of Service (LOS) describes the quality of traffic flow. This ranges from the best or highest level, 'A' , usually denoted by an ability to select ones ' own speed or the ability to change lanes or overtake at will, down to the lowest of worst level ' F' . This LOS is the lowest possible level and is one where traffic is severely constrained. It is usually denoted by "jam" conditions and attendant long traffic delays . LOS ranges from 'A' to 'E ' are considered acceptable by the former county standards governing this arterial; less than that was tantamount to unacceptable. Severe congestion then required some form of mitigation. Adverse Consequences With the proposed Jericho Avenue Development - "4 . 77 Court" completed there will be no adversely impacted movements at the key intersection serving the site. Apart from the STOP controlled intersection a block to the west at 142nd Avenue SE, where site traffic is on the mainline, there are no adverse traffic related consequences associated with the project. Christopher brown CS Associates 9688 Rainier Ave. 8. -1 3- cattle, WA 98118-5981 (206) 722-1910 Fax (206) 722-1909_,2 NE 4th/Jericho Avenue Signal As discussed earlier the existing traffic signal at the corner of NE 4th/SE 128th Street at Jericho Avenue NE/14th Avenue NE is operating as a 2-phase signal. It is mounted in a Type M cabinet on the southeast corner. The signal design is in a typical pole-and-mast-arm style. Also, the southwest corner has a set of pedestrian heads and push buttons mounted on a breakaway Type PS pole. From the LOS computations it is apparent that the traffic signal can continue to run in a 2-phase configuration. Consequently, internal cabinet wiring will be simplified. To implement a signal phase for the new Jericho Avenue NE leg (the north leg of what will become a 4-legged intersection) it would be appropriate if the south leg could be closely matched with the north leg in terms of centerline alignment. From Figure 2 it seems this may not be the case at the moment. If necessary some slight off-set could be tolerated since the curb- to-curb width of NE 4th/SE 128th Street is about 60 feet. But, preferably, a closer match of their centerlines would be desirable, appropriately within about 25 feet. For the north leg' s signal indications it would be germane to install a new pole-and-mast-arm on the southwest corner and, in turn, relocate the existing pedestrian signal heads and push buttons on that new pole. It is likely that there will be sufficient conduit capacity to across the south leg of 144th Avenue SE, between the controller and the new pole, so that additional conduit runs and their attendant trenching can be negated. No new overhead nighttime illumination is needed on this new pole since existing lighting is in place on the southeast and northwest poles . In terms of a budget for the construction costs for the new signal, including detection on the new Jericho Avenue leg, a sum of $35, 000 should be se': aside. Engineering fees of $5, 000 might also be considered. Conclusions For the "4 . 77 Court" residential development, the following conclusions may be drawn. Christopher brown 0 Associates //� 9688 Rainier Ave. S. -1 4- (Seattle, WA 98118-5981 (206) 722-1910 Fax (206) 722-1909.} 1 . The Jericho Avenue Development - "4 . 77 Court" will include 26 single family homes . 2 . It will take access from the northerly extension of 144th Avenue SE at its signalized intersection with SE 128th Street. 3 . The project will generate some 249 vehicular trips per day with 20 of these taking place in the morning and 26 in the evening peak hour. 4 . The 5-year annual compound rate of growth in traffic is about 2 . 2 percent per year on NE 4th Street/SE 128th Street in this area. Over ten years there is an anomaly since it appears to be negative. 5 . The current and future levels of service at the signalized intersections of Duvall Avenue NE and 144th Avenue SE will remain unchanged as a result of the project and be well within acceptable LOS standards . 6 . The LOS at the STOP controlled intersection at 142nd Avenue SE on SE 128th Street is presently at ' F' for only the southbound left turn. All other movements are adequate. This is due entirely to the heavy east-west traffic stream. Only signalization will mitigate this adverse condition. 7 . For access to the site the existing signal at 144th Avenue SE will be adequate, subject to some minor modifications. It should: a. Continue to function in a 2-phase configuration. b. Use a pole and mast arm for the new signal indications facing Jericho Avenue NE. c. Reuse by remounting the existing pedestrian signal heads and push buttons from the existing PS type pole on the southwest corner. d. Use existing conduit ruins under the south leg of the intersection across 144th Avenue SE. e . Require vehicle detection and new pedestrian signals across Jericho Avenue NE on the north side of the intersection. 8 . No other arterial street traffic mitigation measures are needed. There is adequate street and highway capacity to accommodate all site generated traffic with no significant adverse traffic related impacts . Christopher brown CS Associates -1 5- 9688 Rainier Ave. S. (Seattle, WA 98118-5981 (206) 722-1910 Fax (206) 722-1909 05/08/2002 14:49 FAX 253 471 3560 FIRST AMERICAN UNIT 1 Q1002 • A Na 1% -': - `}ram.`\ 4. t First American Title Insurance Company 3866 SOUTH 74TH STREET TACOMA, WA 98409 (253) 471-1234 1-800-238-8810 FAX (253) 471-5560 TITLE UNIT I BUILDER/DEVELOPER SERVICES SHARI WORKMAN JEFF WONG JENNIFER SINCLAIR RANDY HUDSON TITLE OFFICER ASSISTANT TITLE TITLE ASSISTANT TITLE OFFICER (253) 471-5573 OFFICER (253)471-5567 (253) 471-5568 (253) 471-5581 SUBDIVISION GUARANTEE ORDER NO.: 1827- LIABILITY: FEE: 200.00 TAX: S17.00 FIRST AMERICAN TITLE INSURANCE COMPANY, A CALIFORNIA CORPORATION, HEREIN CALLED THE COMPANY, SUBJECT TO THE LIABILITY EXCLUSIONS AND LIMITATIONS SET FORTH BELOW AND IN SCHEDULE A GUARANTEES SCOTT E. HAND, AS HIS SEPARATE ESTATE, AS TO PARCEL A, LESTER LEONARD PIELE AND BRENDA J_ PIELE. HUSBAND AND WIFE, AS TO PARCEL B, RUTH L. FIFER AS TRUSTEE OF THE RUTH L. F1kbR LIVING TRUST, AS TO PARCEL C AND LEONARD PIELE AND BRENDA PIELE, HUSBAND AND WIFE, AS TO PARCEL E HEREIN CALLED THE ASSURED, AGAINST ACTUAL 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 HEREIN.. 2. THE COMPANY'S LIABILITY HEREUNDER SHALL BE LIMITED TO THE AMOUNT OF ACTUAL LOSS SUSTAINED BY THE ASSURED BECAUSE OF RELIANCE UPON THE ASSURANCE HEREIN SET FORTH, BUT IN NO EVENT SHALL THE COMPANY'S LIABILITY EXCEED 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 tS NOT TO BE USED AS A BASIS FOR CLOSING ANY TRANSACTION AFFECTING TITLE TO SAID PROPERTY_ DATED: MAY I, 2002 AT 8:00 A.M. DEVE!_OFMENT PLAANU G CITY OF PENTON RECEIVED Page 1 05/08/2002 14:49 FAX 253 471 5560 _ FIRST AMERICAN UNIT 1 [ 1003 SUBDIVISION GUARANTEE ORDER NO. 1827- SCHEDULE A THE ASSURANCES REFERRED TO ON THE FACE PAGE ARE: A. TITLE IS VESTED IN: SCOTT E. HAND, AS HIS SEPARATE ESTATE, AS TO PARCEL A, LESTER LEONARD PIELE AND BRENDA J. PIELE, HUSBAND AND WIL-E, AS TO PARCEL B, RUTH L. FIFER AS TRUSTEE OF THE RUTH L. FIFER LIVING TRUST, AS TO PARCEL C AND LEONARD PIELE AND BRENDA PIELE, HUSBAND AND WIFE, AS TO PARCEL E 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 PORTION 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: PARCEL A: LOT 1 OF KING COUNTY SHORT PLAT NO. 776004, ACCORDING TO SHORT PLAT RECORDED APRIL 12, 1979 UNDER RECORDING NO. 7904120866, IN KING COUNTY, WASHINGTON. PARCEL B: LOT 2 OF KING COUNTY SHORT PLAT NO. 776004, ACCORDING TO SHORT PLAT RECORDED APRIL 12, 1979 UNDER RECORDING NO. 7904120866, IN KING COUNTY, WASHINGTON. PARCEL C: LOT 3 OF KING COUNTY SHORT PLAT NO. 776004, ACCORDING TO SHORT PLAT RECORDED APRIL 12, 1979, UNDER RECORDING NO. 7904120866, IN KING COUNTY, WASHINGTON_ PARCEL D: A NON-EXCLUSIVE EASEMENT FOR INGRESS AND EGRESS AS DELINEATED ON SHORT PLAT NO. 776004, ACCORDING TO SHORT PLAT RECORDED APRIL 12, 1979, UNDER RECORDING NO. 7904120866, IN KING COUNTY, WASHINGTON. Page 2 05/08/2002 14:49 FAX 253 471 5560 FIRST AMERICAN UNIT 1 R 004 ,1I '°I ORDER NO. 1827- 1 PARCEL E: ' 1 THE EAST 150 FEET OF THE WEST 480 FEE111 OF THE NORTH 330 FEET OF THE NORTHEAST QUARTER OF THE SOUTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 10, TOWNSHIP 23 NORTH, RANGE 5 EAST, W-Mh IN KING COUNTY, WASHINGTON; TOGETHER WITH ADDITIONAL APPURTENANT REAL PROPERTY, WHICH ATTACHED THERETO BY OPERATION OF LAW AS A RESULT OF DECREE OF COURT QUIETING TITLE IN KING COUNTY SUPERIOR COURT CAUSE NO- 90-2-00038-9 ENTERED MARCH 19, 1992 AND THE CONTENTS OF SAID DECREE ARE EXPRESSLY INCORPORATED HEREIN BY THIS REFERENCE TO DESCRIBE SAID ADDTIIONAL PARCEL. PARCEL F: ' A NON-EXCLUSIVE EASEMENT FOR INGRES AND EGRESS OVER THE SOUTH 30 FEET OF THE NORTH 360 FEET OF THE WEST 480 FEET OP SAID SUBDIVISION; EXCEPT THE WEST 30 FEET THEREOF CONVEYED TO KING COUNTY FOR. ROAD UNDER RECORDING NO. 3042080. Ei RECORD MATTERS: ' 1- GENERAL TAXES. THE FIRST HALF'BECOMES DELINQUENT AFTER APRIL 30TH. THE SECOND HALF BECOMES DELINQUENT AFTER OCTOBER 31 ST- YEAR: 2002 i i 1 N AMOUNT BILLED: S1,6551�65 AMOUNT PAID: $0.00 111, AMOUNT DUE: 51,655.4, PLUS INTEREST AND PENALTY, IF DELINQUENT TAX ACCOUNT NO.: 102305901302 ASSESSED VALUE OF LAND: 1[1 $75,000.00 ASSESSED VALUE OF IMPROVEMENT: S63,000.00 (AFFECTS PARCEL A) .i 2. GENERAL TAXES. THE FIRST HALF BECOMES DELINQUENT AFTER APRIL 30TH. THE SECOND HALF BECOMES DELINQUINT AFTER OCTOBER 31ST. YEAR: 2002 jiAMOUNT BILLED: 53,4559 AMOUNT PAID: S1,727i0 AMOUNT DUE: $1,727*0, PLUS INTEREST AND PENALTY, IF DELINQUENT TAX ACCOUNT NO.: 102305902508 ASSESSED VALUE OF LAND: 11: 598,000.00 ASSESSED VALUE OF ]MPRO : $192,000.00 (AFFECTS PARCEL B) ht 3. GENERAL TAXES. THE FIRST HAL1 !BECOMES DELINQUENT AFTER APRIL 30TH. THE SECOND HALF BECOMES DELINQUENT AFTER OCTOBER 31ST. YEAR: 2002 ' AMOUNT BILLED: $391.44 AMOUNT PAID: $195.7 AMOUNT DUE: $195.7 , PLUS INTEREST AND PENALTY, IF DELINQUENT TAX ACCOUNT NO.: 102305903308 (AS TO THAT PORTION NOT UNDER RCW 84.36) (AFFECTS PARCEL C) Page 3 IkI: 95/08/2002 14:50 FAX 253 471 5560 FIRST AMERICAN UNIT 1 1I005 ,I; ;I; ORDER NO. 1827- GENERAL TAXES. THE FIRST HALF'';BECOMES DELINQUENT AFTER APRIL 30TH_ THE SECOND HALF BECOMES DELINQUENT AFTER OCTOBER 31ST. YEAR: 2002 3.1 AMOUNT BILLED: S284.35 AMOUNT PAID: S142.181 AMOUNT DUE: S142.181;iPLUS INTEREST AND PENALTY, IF DELINQUENT TAX ACCOUNT NO.: 1.023059,03381 (AS TO THAT PORTION OF TAXES PARTIALLY EXEMPT UNDER RCW 84.36) (AFFECTS PARCEL C) NOTE: A SALE OF SAID PROPERTY'.TO A TAXPAYER NOT ENTITLED TO AN EXEMPT STATUS AS PRESENTLY CLAIMED, *AY CAUSE A PORTION OF THE EXCESS LEVIES NOT NOW BEING COLLECTED TO BECOME COLLECTIBLE IN ACCORDANCE WITH RCW S4.36, AND FOR ANY INCREASED AMOUNT DUE FOLLOWING A RE-ASSESSMENT OF LAND AND IMPROVEMENT VALUES. FOR FURTHER INFORMATION CONTACT: KING COUNTY: (206) 296-5151 ill 4. GENERAL TAXES. THE FIRST HALF;'BECOMES DELINQUENT AFTER APRIL 30TH. THE SECOND HALF BECOMES DELINQUENT AFTER OCTOBER 31ST. YEAR: 2002 AMOUNT BILLED: 52,614.83 AMOUNT PAID: 51,307142 AMOUNT DUE: 51,30742, PLUS INTEREST AND PENALTY, IF DELINQUENT TAX ACCOUNT NO.: 10230549033-08 ASSESSED VALUE OF LAND: 5104,000.00 ASSESSED VALUE OF iMPROVEMEi4T: S115,000.00 (AFFECTS PARCEL E) 5_ MORTGAGE AND THE TERMS AND ;CONDITIONS THEREOF. MORTGAGOR: LAURENCE R. FIFER AND RUTH L. FIFER, HUSBAND AND W1FE!i MORTGAGEE: WASHINGTON MUTUAL SAVINGS BANK AMOUNT: S32,152.00 DATED: NOVEMBER 25, 1977 RECORDED: NOVEMBER 29, 1977 RECORDING NO.: 7711290'945 (AFFECTS PARCEL C) i 6. DEED OF TRUST AND THE TERMS *ND CONDITIONS THEREOF: GRANTOR: SCOTT E. HAND, A SINGLE INDIVIDUAL TRUSTEE: EVERGREEN TITLE COMPANY BENEFICIARY: EAGti HOME MORTGAGE, INC., A WASHINGTON CORPORATION AMOUNT: S164,348.00 DATED: AUGUST 27, 1998 RECORDED: AUGUST 31, 1998 RECORDING Na: 980833134 (AFFECTS PARCEL A) ASSIGNMENT OF BENEFICIAL INTEREST: ASSIGNEE: NORWEST MORTGAGE, INC. RECORDED: SEPTEMBER 28, 1998 RECORDING NO.: 980920 496 T . Page 4 ;!i U5/U5/ZUUZ 14:5U FAL ZSJ 471 556U FIRST AMEXICAN UNIT 1 10006 i ORDER NO. 1827_ 7. DEED OF TRUST AND THE TERMS AND CONDITIONS THEREOF: GRANTOR: LESTER LEONARD PIELE AND BRENDA J. PIELE, HUSBAND AND WIFE TRUSTEE: OLD REPUBLIC TITLE, LTD BENEFICIARY: MELLON MORTGAGE COMPANY, A COLORADO CORPORATION AMOUNT: S188,000.00 DATED: NOVEMBER 13, 1998 RECORDED: NOVEMBER 23, 1998 RECORDING NO.: 9811231830 (AFFECTS PARCEL B) 8. DEED OF TRUST AND THE TERMS AND CONDITIONS THEREOF: GRANTOR: SCOTT''E. HAND, A SINGLE PERSON TRUSTEE: WASHINGTON ADMINISTRATIVE SERVICE BENEFICIARY: TMS MORTGAGE INC., DBA THE MONEY STORE AMOUNT: S16,628.0I DATED: JUNE 22, 2000 RECORDED: AUGUST 18, 2000 RECORDING NO.: 20000818000781 (AFFECTS PARCEL A) 9. EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN: RECORDED: MARCH 9, 1959, JANUARY 30, 1961 AND FEBRUARY 18, 1966 RECORDING NO.: 5005653; 5246438 AND 5989934 FOR: ROADWAY AND UTILITY PURPOSES AFFECTS: REFER!TO SAID INSTRUMENT FOR TFIE EXACT LOCATION 10. RESTRICTIONS, CONDITIONS, DEDICATIONS, NOTES. EASEMENTS AND PROVISIONS CONTAINED AND/OR DELINEATED ON THE FACE OF THE SHORT PLAT RECORDED UNDER KING COUNTY RECORDING NO. 7904,120866. 11 DECLARATION OF CONDITIONS, COVENANTS, AND RESTRICTIONS REGARDING FORMATION OF A UTILITY LOCAL IMPROVEMENT DISTRICT AND THE TERMS AND CONDITIONS THEREOF: RECORDED: APRIL• !1, 1983 RECORDING NO.(S): 8304010791 12. TEMPORARY WATER SERVICE PERMIT AGREEMENT AND THE TERMS AND CONDITIONS THEREOF: BETWEEN: ROBERT M. AND RUTH PIELE AND: KING COUNTY WATER DISTRICT NO. 90 RECORDED: JUNE;14, 1983 RECORDING NO.: 8306141032 13. ROAD MAINTENANCE PROVISIONS; SAND THE TERMS AND CONDITIONS THEREOF, CONTAINED IN INSTRUMENT: RECORDED: JULY'1, 1988 RECORDING NO.(S): 8807010506 14, CONDITIONS, NOTES, EASEMENTS AND PROVISIONS CONTAINED AND/OR DELINEATED ON THE FACE OF THE SURVEY RECORDED UNDER KING COUNTY RECORDING NO. 8805029004. Page 5 05/08/2002 14:50 FAX 253 471 5560 FIRST AIIFRICAN UNIT 1 1j007 ORDER NO. 1827- 15. CONDITIONS, NOTES, EASEMENTS AND PROVISIONS CONTAINED AND/OR DELINEATED ON THE FACE OF THE SURVEY RECORDED UNDER KING COUNTY RECORDING NO. 9207069006. 16. EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN: RECORDED: APRIL 24, 1995 RECORDING NO.: 9504240513 IN FAVOR OF: KING COUNTY WATER DISTRICT NO. 90 FOR: WATER MAINS AND APPURTENANCES AFFECTS: THE NORTH 10 FEET OF THE PROPERTY HEREIN DESCRIBED 17. TERMS AND CONDITIONS OF CITY OF RENTON ORDINANCE NO, 4612: RECORDED: JUNE 21, 1996 RECORDING NO.: 9606210966 18. EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN: RECORDED: JANUARY 5, 2000 RECORDING NO.: 20000105000508 AND 20000105000509 IN FAVOR OF: KING COUNTY WATER DISTRICT NO. 90 FOR: WATER MAINS AFFECTS: REFER TO SAID INSTRUMENT FOR THE EXACT LOCATION 19. TERMS AND CONDITIONS OF RENTON ORDINANCE NO. 4924: RECORDED: JANUARY 4, 2002 RECORDING NO.: 20020104002323 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 1N LOCATING THE PREMISES AND FIRST AMERICAN EXPRESSLY DISCLAIMS ANY LIABILITY WHICH MAY RESULT FROM RELIANCE MADE UPON IT. IS/CI Page 6 _TY OF RENTON 1055 S. Grady Way Renton, WA 98055 Printed: 05-30-2002 Land Use Actions RECEIPT Permit#: LUA02-068 Payment Made: 05/30/2002 10:41 AM Receipt Number: R0203059 Total Payment: 2,522.78 Payee: THOMAS FOSTER, GERALD STUMP Current Payment Made to the Following Items: Trans Account Code Description Amount 5010 000.345.81.00.0007 Environmental Review 500.00 �t%y 5011 000.345.81.00.0008 Prelim/Tentative Plat 2, 000.00 •0" 5955 000.05.519. 90.42.1 Postage 22.78 1.tSt_ 0t4 Oft Payments made for this receipt �rho Trans Method Description Amount 14�ry'+y Payment Check #1152 2, 522.78 Account Balances Trans Account Code Description Balance Due 3021 303.000.00.345.85 Park Mitigation Fee .00 5006 000.345.81.00.0002 Annexation Fees .00 5007 000.345.81.00.0003 Appeals/Waivers .00 5008 000.345.81.00.0004 Binding Site/Short Plat .00 5009 000.345.81.00.0006 Conditional Use Fees .00 5010 000.345.81.00.0007 Environmental Review .00 5011 000.345.81.00.0008 Prelim/Tentative Plat .00 5012 000.345.81.00.0009 Final Plat .00 5013 000.345.81.00.0010 PUD .00 5014 000.345.81.00.0011 Grading & Filling Fees .00 5015 000.345.81.00.0012 Lot Line Adjustment .00 5016 000.345.81.00.0013 Mobile Home Parks .00 5017 000.345.81.00.0014 Rezone .00 5018 000.345.81.00.0015 Routine Vegetation Mgmt .00 5019 000.345.81.00.0016 Shoreline Subst Dev .00 5020 000.345.81.00.0017 Site Plan Approval .00 5021 000.345.81.00.0018 Special Permit Fees .00 5022 000.345.81.00.0019 Variance Fees .00 5023 0 .00 5024 000.345.81.00.0024 Conditional Approval Fee .00 5036 000.345.81.00.0005 Comprehensive Plan Amend .00 5909 000.341.60.00.0024 Booklets/EIS/Copies .00 5941 000.341.50.00.0000 Maps (Taxable) .00 5954 604 .237.00.00.0000 Special Deposits .00 5955 000.05.519.90.42.1 Postage .00 5998 000.231.70.00.0000 Tax .00 CROFILMED DEVELOPMENT PLANNING ; ,, CITY OF RENTON RECEIVED FirstArnerlcanTtle o an COPIES OF DOCUMENTS : ..a Pc.2 I� ` no r+ + I 1� h gOlOp c n, �eWc .nv.fc.s.ss STn ti GI 1 d® ': °y® t`gP ,PcI I c. T o. • s.,+C u.+..+. 1 N Iq .,r.Id,,u n /Y qL ri h ii #• I 1 .gdop I*iL 0 Hpr- I 0 C:3 ,. ii) . L-...r. Iee 1M /"sa Nn-n.ur w..n u.7.> -CI°2a. s 84 </ — b Aa fs..,I so' r•s > T�.`s�C..l. n.r .J• y1 I_F, .•....[s Hr if 4... ,410, IG�:. ww.,,.n..x�H LOT 2 1.1 y4 e. * I a :It S h .a° i l ! ' ° o•' '`KC SP 480111- 8206180434 �°6 - a +p"''�' +W i 0 0 t1 �S I °L,IT F• �I r si d 10 LOT 1 _ eq 0, I —� t e _ ®v • E yso 9 11 • c. 1L. /ca.d I zS as' .3 7 � 275.ci FITtw LOT t j .' ' ,p "I i O ..,'I 470 r- 1 I 1,,.,+Y ; w '•,, ,„ , 4 LOT 3 17' Il.,.7 • F I ' 1 TR_A is KC SP 776C.O4 R +v t I /3/. 1 dM. i ,Y ;�A . I 1n 1 r° 7� 1 � Iy °3w , ,� N 19 ol foe srl 34AG 11 2, A ,• M .so o, i © 44 I �' 2 1 >s 1 /.. 101. ��I '"'P` wF'4LH ,;Y+�a� ' I/W1 ��f .. P I /SO.PS i 27O.49 • °.® 1. ,o- ./.. . r:.., i rv' .i''i ,.. - /SAX> Kt7-1 Am.RS ISO.2S - x �I to i r'3 '4.a Na b N I a‘• - 7 $•0 / �e '� I 3' " 6 Z '•If 6 la < r.n ft. e..... 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HAND Abbreviated Legal:LOT 1, BLOCK KC S P NO. 776004, EEC NO. 7904120866 Fall Legal Description on pa1e(s): 1 Aa a sons Tax Parcel Naobcr(s):102 305-9013-02 THE GRANTOR JOHN P. TAOTTIER AND TERESA A. TROITIER, HUSBAND AND WIFE set for asd is oousidaalioa oTEN DOLLARS AND OTHER GOOD AND VALUABLE CONSIDERATION awl 2 in land paid.=sways and warrants to SCOTT E. HAND, A S INCLE PERSON C) the following derailed real elate,situated is tie Casty of KING ,Slate of Waa[sible r LEGAL DESCRIPTION AS SET FORTH ON EXHIBIT 'A' ATTACHED HERETO AND INCORPORATED HEREIN BY REFERENCE. /]Q 1147}- oaeAHY,truce SUBJECT TO: ALL EASEMENTS, RESTRICTIONS, A IONIS. CONDITIONS, COVENANTS AND AGREEMENTS OP RECORD AS SHOWN ON "OOIIBIT B' ATTACHED HERETO. Dated this27 day of AuKa ut 1998 By By '�' P. TRo7Ti S By TERESA A. TROTTIER STATE OF WASHINGTON } SS COUNTY OF KING } I carUy the I know or hers sedigaciory evidence tt*JOIRI P. TROTT I ER AND TERESA A. TROTTIER C are the persona who appeared befon nit and said .dul mfsdpd that they signed tie Instrument and acbanalsdpe It to be their k end act for the urea and Doted: ...trigTrIrs ^LE f!, JOHNSON NICOLE H. JOHNSON STATE CF :{!!:;)C: Notary Public In and for the ut Stateof vAsj4rON ti R. 1ing M SHOOUALHIE NMb )Ac: nnF i t:�1 ;Ay appointment wins WOE20. 2001 Pqr 1 UMUIL E1635850 00/31/90 2947.11. 159930_00 O �"��� r��111�11 �- • 25 X I 0 0 alum EXHIBIT "A" Lot 1 of Revised King County Sbort Plat Number 776004 recorded under Recording Number 7904120866,said lot described as follows: That portion of the West 345 feet of the Northeast quarter of the Southwest quarter of the Southeast quarter of Section 10,Township 23 North, Range 5 East,W.M., in King County,Washington,lying South of the North 330 feet of said subdivision and North of the South 75 feet of said subdivision; EXCEPT that portion of the West 278 feet of said subdivision lying South of the North 440 feet of said subdivision; AND EXCEPT the West 160 feet of the South 80 feet of the North 440 feet of said subdivision. Situate in the County of King,State of Washington. 4.4 C, wt 2 0 0! • • ; • - • V mos EXHIBIT 'B' •ww 1 EASEMENT AND THE TERMS AND CONDITIONS THEREOF: Disclosed by: Instrument recorded under Recording Numbers 5005653 and 5989934 Purpose: Roadway and utility Area Affected: North 30 feet 2. EASEMENTS,RESTRICTIONS AND RECITALS AS SET FORTH ON THE FACE OF SHORT PLAT NUMBER 776004: Recorded: April 12, 1979 Recording No.: 7904120866 3. DECLARATION OF CONDITIONS,COVENANTS AND RESTRICTIONS REGARDING FORMATION OF A UTIUTY LOCAL IMPROVEMENT DISTRICT AND THE TERMS AND CONDITIONS THEREOF: Recorded: April 1, 1983 Recording No.: 8304010791 4. •AGREEMENT FOR TEMPORARY WATER SERVICE PERMIT AND THE TERMS AND CONDITIONS THEREOF: Between: Robert M.and Ruth Picle And: King County Water District No.90 Dated: Not disclosed Recorded: June 14, 1983 Recording No.: 8306141032 Owner agrees, in consideration of a temporary water service permit,not to protest grl permanent water main construction to serve said property, or any assessment therefor. 5. AGREEMENT AND THE TERMS AND CONDITIONS THEREOF: 01 Between: Present owners And: Future owners Dated: June 18, 1988 Recorded: July 1, 1988 Recording No.: 8807010506 • Regarding: Road maintenance 6. CITY OF RENTON, WASHINGTON ORDINANCE NO.4612 AN ORDINANCE OF THE CITY OF RENTON,WASHINGTON,ESTABLISHING AN ASSESSMENT DISTRICT FOR SANITARY SEWER SERVICE IN A PORTION OF THE SOUTH HIGHLANDS,HEATHER DOWNS, AND MAPLEWOOD SUB- BASINS AND ESTABLISHING THE AMOUNT OF THE CHARGE UPON CONNECTION TO THE FACILITIES AND THE TERMS AND CONDITIONS THEREOF: t Recorded: June 21, 1996 Recording No.: 9606210966 There is a Manufactured Home Title Elimination Application recorded under Recording Number 9411041093. Said manufactured home is, therefore,classified as real estate and the value of same. 0 Q Return to: EAGLE HOME MORTGAGE, INC. P.O. BOX 70508, BELLEVUE, WA 98007 Aeaessors Parcel or Account Number: 102305-9013-02 Abtemisted Levi Description: LOT ] OF SHORT PLAT f 776004 Al II 7904120866 (thirds lot,Chart and plot at onion,loerdtb Nod Idea) FUN lewd description on page 2 llpe.New lids uws Fes INANISNI QOINILOAN o1--NO 710070 DEED OF TRUST 8 NOTICE: THIS LOAN IS NOT ASSUMABLE WITHOUT THE APPROVAL OF THE DEPARTMENT OF VETERANS AFFAIRS OR ITS tr AUTHORIZED AGENT. c THIS DEED OF TRUST('Security instrument"Is made on August 27, 1998 .The grantor b SCOTT E. HAM), A SINGLE INDIVIDUAL 1.' (g 2 J�I4 1JI .arc v, (Borrower).The Hugs,Is EVERGREEN TITLE COMPANY 1111 3RD AVE SUITE 2600, SEATTLE, WA 98101 ('Tniasd).The benelicWyI EAGLE HOME MORTGAGE, INC., A Washington Corporation which b 0112aiasd end adding under the leers of the State of Washington Ni whose address is P.O. 80X 70508, BELLEVUE, WA 98007 riendee).Borrower grow Wider lhs principal POI d One Hundred Sixty Four Thousand Three Hundred Forty Ei ht and no/100 Dow, (U.S.$164,348.011 �).This debt Is eddenced by Bonawers note dated the sane date as tits SuorrNy Instrument('Note').which proWdee for monthly peymerte with the iul debt.If not paid eerier.due and mortis on September 1, 2028 This Security inierUnert sscvss a Larder WASHINGTON angle Fonlap.ININA FKLC UlaFdla IaalluIM tr Fare art s/is Aseeded ylt hs.111. _,! Fir-P(will Fe R.WWWWOMARNWLsc..q a imal ns,e I Pj O ` i _ T I r4W�i � `v w4t... _ • >ai1 ''Y X I Ll LOAN NO. 101-480710070 (a)the repayment or debt evidenced by the Note,with Interest and had renames.eta eons,and modManions of the Note; (b) the payment of all other sums, with Interest. advanced Inds paragraph 7 to protect the smelly of the Security Instrument and (c) the performance of Borrowers covenants and agreements under this Security Instrument and the Nola For this purpose, Borrower Irrevocably grants and conveys to Trustee. In tnat,with power at sale,the foloweig described Pr pertylocoted hi KING County,Washington: SEE LEGAL DESCRIPTION ATTACHED HERETO AND MADE A PART HEREOF. which has me address 14225 SOUTHEAST 125TH STREET, RENTOM Ierw.ayl. WitairliatOrl 98059 Inv del(PropMy Address.): TOGETHER WITH it the Improvements now or hereafter erected on the property,and M easements,appurtenances.and fixtures now or hereafter a pert of the property.NI replacements end addition shell also be covered by this Seasty Instrument.N of the foregoing 4 referred to In the Security Instrument as the"Property.' BORROWER COVENANTS that Borrower is tawfiiy seized of the estate hereby conveyed end has the right to grant and convey the Property and that the Property 4 u enaanbsad.asc.pt for encuitrarees of record. Borrower warrants and we defend worthy the Me to the Property against all dents and demands.sublets to any encumbrances of record. THIS SECURITY INSTRUMENT combines norm covenants for redone use and non-udlorrn comments with limited variations by jurisdiction to constitute a uniorm security Instrument covering ems'! real pry .4 UNIFORM COVENMllTS.Borrower and Lender covenant and agree as follows: • 1. Payment of Principe' end Merest: Prspeyrnerl and Lase Charges. Borrower shall promptly pay M nr due the principal of and Interest on the debt avtdunced by the Note and any prepayment and hate clrrgas due under the Note. 2.Funds for Taxes and Insurance. Subject to applicable law or to a with sever by Linder, Borrower the pay to Lander on the day monthly peyments are due under the Nat.,u d the Note 4 paid In pill,a sum(Towel for(a)yearly taxes and aeasesrnernb which may slain priority over this Scatty Instrument as a ten on Me Property:(b)yearly leasehold p yrnerta or greed reds on the Property. 1 any: (c) wetly head or property insurance premiums: (d) yearly food Insurance premiums,II any; (e yearly age insurance N any:and(I)anysums melee by Borrower to Lender,In accordance with the rpremiumss d paragraph e,in Neu d the payment of mortgage Insurance premium These Items are called'Escrow ken:•Larder may.at any time. coded and hold Funds in an amount not to eased the awdrnum amount a lender for a(Wendy related mortgage loan may require tor Borrowers escrow account fader the federal Real Estate S.Memenl Procedures Act of 1974 as amended Iron time to tine,12 U.S.C.Section 2601 er seq. (•RESPA7,unless another law that applies to the Funds sets a lesser'font N so,Lander may.at any tine, collect and hold Funds In an moue not to exceed Me Weer amount. Lender may estimate the amount of Funds due an the beefs d curet data and reasonable .deletes of expenditures d future Escrow Items or otherwise In accordance wits applicable sea. reassess re • rlr..rlad h wax. Pqrr♦r — .- 1- `' 9808313134 is 1111141 s 9� p i � e . �aaQzz . �_ 4i Cy 4‘ i 1"610 'iiiiiiiiiiiitqloilil i ! ithkR: ITIN6E+ladiFlp 2-11ciagicrilthaill qp - 91IQtçi!QIIIriI1iiitff J i 11151144h ill Y IIIgiflll;iIlllliff i 1 i %b.!! Illitai 4javisor : , c l3i 41010 1 14,11111 ifti isl� 1Nell � � � r `�.�,1,1, 5.% ! „ iii,,,L.,, ! v,111,,,,;',,,....,,,..:1i � 111111 gT !arilllinif .�J ti i81Q li gilt Pithhlifil t x Q ° 9808313134 I • $ - F14 [ .. PR till 114111 11 141 1113$ Le •p_ •g li6 - 5 QQ(S P G / i 8 11[1; !sin 1-1 :41 !Ida 2 s lipleQ.= Fir 2 ir l I 11 21 1RP S1:119. 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Ili 11 ; 41 00 " Et El III • ;,' HE ti i fir i . lei 1111 Mi !Ili ; :, ri, i gal td MIII *nil ; ! ;,,)i,i of,:,:,c .4 1 ii; 1 In tal 11:91 iiinth; E:x ',__ __.__...._,__,uw..p....__ __......„,..........._ _ • LOAN NO.101-990710070 BY SIGNING BELOW.Borrower accepts and Kress to the end In the Security trstnenent and in any rtder(s)executed by o Witnesses: SCOTT E. ;Ar (Sod) 48orroww (Sad) (Seed) -0onower 4eonmwer (Seal) (Se 2omoww .aonower (Sad) (Sed) -eonoww .Borrow STATE OF WASffIMGTON �� County se: e+i (7 On this dry personally appeared Store me SCOTT E. HAND 2 GD to me known to be the ndMdue • inand who eececuted and foregoing M instrument. and acknowledged that � he signed the serve es er tree and voluntary act and deed for the uses. •1•• th . • MEN under my Lind and°Noel see the �• !• /00 Wary P1beo in and for er Stag et IMd lrObn,NAN%as ' nfgKrnni w Appointment Expires on/'YI/gINI W1 2DD f — — . LE V. JOHNSON u ACE 4F WASHI(;SJO:1 ! NOTARY-»--FULL !1,70CIOCiZNI COMES 3-IC-CJ a,- wry wow rapids ha WM OM I r 0 • min Lot 1 of Revised King County Short Plat Number 776004 recorded under Recording Number 7904120866, said lot described as follows: That portion of the West 345 feet of the Northeast quarter of the Southwest quarter of the Southeast quarter of Section 10, Township 23 North,Range 5 East, W.M., in King County,Washington, lying South of the North 330 feet of said subdivision and North of d the South 75 feet of said subdivision; EXCEPT that portion of the West 278 feet of said subdivision lying South of the North 440 feet of said subdivision; AND EXCEPT the West 160 feet of the South 80 feet of the North 440 feet of said 2 subdivision. Situate in the County of King, State of Washington. 0) • • , J e AP# 101-980710070 1N1 46-6-0515680 VA GUARANTEED LOAN AND ASSUMPTION POLICY RIDER NOTICE: THIS LOAN IS NOT ASSUMABLE WITHOUT THE APPROVAL OF THE DEPARTMENT --OF VETERANS AFFAIRS OR ITS AUTHORIZED AGENT. el THIS VA GUARANTEED LOAN AND ASSUMPTION POLICY RIDER is made t'i) this 27th day of August 1998 ,and is incorporated into and ,„1 shall be deemed to amend and supplement the Mortgage, Deed of Trust or Deed to Secure Debt(herein"Security Instrument dated of even date herewith,given by the undersigned(herein"Borrower")to secure Borrower's Note to EAGLE HONE MORTGAGE, Q INC., A Washington Corporation 0.) (herein 'Lender")and covering the Property described in the Security Instrument and located at 14225 SOUTHEAST 125TH STREET,RENTON ,WA 98059 l Ay A J VA GUARANTEED LOAN COVENANT: In addition to the covenants and agreements made in the Security Instrument, Borrower and Lender further covenant and agree as follows: If the indebtedness secured hereby be guaranteed or insured under Title 38, United States Code,such Title and Regulations issued thereunder and in effect on the date hereof shall govern the rights, duties and liabilities of Borrower and Lender. Any t 111i$TATE VA OUAAANTEPD LOAN MID ASSUMPTION►OUCT MOM Pop el EIF470U roq auCT.MC LAW POPEt arc- (♦ (♦ j AP# 101-980710070 LN# 101-980710070 provisions of the Security Instrument or other instruments executed in connection with said indebtedness which are inconsistent with said Title or Regulations, including, but not limited to,the provision for payment of any sum in connection with prepayment of the secured indebtedness and the provision that the Lender may accelerate payment of the secured indebtedness pursuant to Covenant 17 of the Security Instrument, arc hereby amended or negated to the extent necessary to conform such instruments to said Title or Regulations. LATE CHARGE: At Lender's option,Borrower will pay a late charge'not exceeding four per centum(4%)of the overdue payment when paid more than fifteen(15) days after the due date thereof to cover the extra expense involved in handling delinquent payments, but such late charge' shall not be payable out of the proceeds of any sale made to satisfy the indebtedness secured hereby,unless such proceeds are sufficient to discharge the entire indebtedness and all proper costs and expenses secured hereby. GUARANTY: Should the Department of Veterans Affairs fail or refuse to issue its guaranty in full amount within 60 days from the date that this loan would normally become eligible for such guaranty committed upon by the Department of Veterans Affairs under the provisions of Title 38 of the U.S. Code "Veterans Benefits," the Mortgagee may declare the indebtedness hereby secured at once due and payable and V may foredose Immediately or may exercise any other rights hereunder or take any other el proper action as by law provided. 9" TRANSFER OF THE PROPERTY: This loan may be declared immediately due and payable upon transfer of t c property securing such loan to any transferee, unless the acceptability of the assumption of the loan is established pursuant to Section 3714 of 2 Chapter 37,Title 38.United States Code. An authorized transfer('assumption')of the property shall also be subject to additional covenants and agreements as set forth below: (a)ASSUMPTION FUNDING FEL;A fee equal to one-half of 1 percent(SO%) of the balance of this ban as of the date of transfer of the property shall be payable at the time of transfer to the loan holder or its authorized agent, as trustee for the Department of Veterans Affairs. If the assumer fails to pay this fee at the time of transfer, the fee shall constitute an additional debt to that already secured by this instrument, shall bear interest at the rate herein provided, and, at the option of the payee of the indebtedness hereby secured or any transferee thereof, shall be ELF-13SU imaiq Por t d f krr 0 wwr mow AP# 101-980710070 LN# 101-980710070 immediately due and payable.This fee is automatically waived if the assumer is exempt under the provisions of 38 U.S.C.3729(c). (b) ASSUMVIIQN PROCESSING CHARGE:Upon application for approval to allow assumption of this loan,a processing fee may be charged by the loan holder or its authorized agent for determining the creditworthiness of the assumer and subsequently revising the holder's ownership records when an approved transfer is completed. The amount of this charge shall not exceed the maximum established by the Department of Veterans Affairs for a loan to which Section 3714 of Chapter 37,'I'iitle 38,United States Code applies. (c)ASSUMPTION INDEMNITY LIABILITY. If this obligation is assumed,then the assumer hereby agrees to assume all of the obligations of the veteran under the terms of the instruments creating and securing the loan.The assumer further agrees to indemnify the Department of Veterans Affairs to the extent of claim payment arising from the guaranty or insurance of the indebtedness ted by t • sc4ent_ IN WITNESS WHEREOF, Borrower(s) has executed V G tegd Loan and Assumption Policy Rider. -Borrower TT E. H .Banos. .Burrower -Borrower 2 2 -Bono.es Borrower a, -Borrower -Borrower euvsau.A, ...... j' • .- - - � ` w�'�.www'1rTwiwii�hA+iNMY1e, : .. _ya ^T1 4 �'� 'y•r�X • Return To: EAGLE HOME MORTGAGE, INC. P.O. BOX 70508 BELLEVUE, WA 98007 Assessors Parcel or Account Number: 1 02305-901 3-02 Abbreviated Legal Description: LOT 1 OF SHORT PLAT / 776004 AF / 7904120866 cn ASSIGNMENT OF DEED OF TRUST FOR VALUE RECEIVED,the undersigned. as does hereby grant, convey. assign and mai transterto Norwest Mortgage, Inc. a California Corporation, its Successors Cr) and/or Assigns N ea Assignee.MI of the beneficial Interest of the Assignor In end to theIn Deed d Trust dated August Z7, 1998 .executed by SCOTT properly .HAND A SINGLE p INDIVIDUAL Grantor,to EVERGREEN TITLE COMPANY/ noQ ,Trustee, the following describe+tproperty situated In KING county,stare on SEE LEGAL DESCRIPTIONtt ATTACHED HERETO AND MADE A PART HEREOF. _MOORDED BY "_�Rffi11 • recorded August 31 1998 •In Volumeof Mortgttgss,r page .under Auditors Fee No. 9808313134 .records d KING County,State of Washington .'moth/it certain promissory nose described in and >x secured by said Deed of Trust. SIGNED this 8th day of September 1998 r fi EAGLE HOME MORTGA , INC. By INS 101-980710070 PAUL F. BENED NORHEST I 5386842 ASST CONTROLLER X is I v s IIII ma As.+rrrn or D«a or Trust W s 101-980710070 Paw W StWe of WASHINGTON ) 05 County o/ KING ) SSto trl On this 08 day of SEPTEMBER,1998 PAUL F F. BENEDETTO li before nro '� `� to me known to be the ASST CONTROLLER at the corporation that executed the within end foregoing Instrument•andeciahow edged acid Instrument to be end C vdutary deed of corporatbrh•for the uses end Purposes therein menUonsd,arid an oath R stated was authorized to execute said instrument and that the seal affixed Is the corporate seal of corporation In Waxes Whereof,I trve hereunto set my hand,affixed my official sad the dey and yew first above written. ,,0E7 H rA�,., Printed Neme�i .�,/� J�f. .6F,.� Notary Public for di.tt$s of W ,TON tv•.ram F+.'.��: Residing Vt •,4,fL :9 NOTARy V.- - %.?SO/ ��;Z PUbuC . ,tC - ER 1Q.'Q OF t'YASN" ' �'''b„ruM,N 1 • 111. ANN Lot 1 of Revised King County Short Plat Number 776004 recorded under Recording Number 7904120866,said lot described as follows: That portion of the West 345 feet of the Northeast quarter of the Southwest quarter of the Southeast quarter of Section 10.Township 23 North,Range 5 list,W.M_, in King County, Washington, lying South of the North 330 feet of said subdivision and North of the South 75 feet of said subdivision; EXCEPT that portion of the West 278 feet of said subdivision lying South of the North 440 feet of said subdivision; AND EXCEPT the West 160 feet of the South 80 feet of the North 440 feet of said subdivision. Situate in the Cnmty of King. State of Washington. td Cr) o) • I 00008 8 0 781 MONEY STONE DT 11.119 aSe �eSe1918 KING COUN , Np Return To TMS Mortgage Inc. , dba The Money Store PO Box 13160 Sacramento, CA 95813-3160 Assessor's Parcel or Account Number 102305-9013-02 Abbreviated Legal Description.SECTION 10, TOWWNNSHIP 23 NORTH, RANGE 5 EAST K.M. {Include lot,block and plat or section,township and rangel Full legal description located on page 2 0067678656 DEED OF TRUST c THIS DEED OF TRUST("Security Instrument")is made on June 22, 2000 o The tnistor is SCOTT E HAND, A SINQLX PERSON t6 Prepared By: The Morley Store Nicole Blackledge (=> 1625 N.Market Blvd.,Sultili&rrower") The trustee is WASHINGTON ADMINISTRATIVE SERVICE Sacramento, CA 96B34 916-02S-3413 ("Trustee") N The beneficiary is TMB Mortgage Inc., dba The Money Store which is organized and existing under the laws of Nev Jersey and whose address is 707 Third Street 5th Floor West Sacramento, CA 95605 ("Lender") Borrower owes Lender the principal sum of Sixteen Thousand Six Hundred Twenty Eight And 01/100 Dollars(U S $16,628.01 ), together with interest This debt is evidenced by Borrower's note dated the same date as this Security Instrument("Note"), which vides for monthly payments, with the full debt, if not paid earlier, due and payable on July 06, 201 This Security Instrument secures to Lender (a) the repayment of the debt evidenced the Note, with interest, and all renewals, extensions and modifications, (b) the payment of all other sums, with interest, advanced under Paragraph 8 to protect the security of this Security Instrument, and (c) the performance of Borrower's covenants and agireriients under this Security Instrument and the Note For these purposes, Borrower irrevocably grants and WASHINGTON DEED OF TRUST r000nn Applicant295174 M003-1WA Page '. of 8 conveys to Trustee, in trust, with power of sale, the following described property located in RING County, Washington SEE ATTACHED LEGAL DESCRIPTION being the same property commonly known as 14225 SE 125TH STREET RENTON, WA 98059 ("Property Address") TOGETHER with all the improvements now or hereafter erected on the property, and all easements, rights, appurtenances and rents, all of which shall be deemed to be and remain a part of the property covered by this Security instrument All of the foregoing, together with such property (or the leasehold estate if this Security Instrument is on a leasehold)are called the "Property " Borrower covenants that Borrower is lawfully seised of the estate hereby conveyed and has the right to mortgage, grant and convey the Property, and that the Property is unencumbered, except for encumbrances of record Borrower warrants and covenants that Borrower will defend generally the title to the Property against all claims and demands, subject to encumbrances of record Borrower further warrants, represents and covenants as follows 1. Payment of Principal and interest. Borrower shall promptly pay when due the principal and interest indebtedness and all other charges evidenced by the Note 2. Funds for Taxes and Insurance. If required by Lender, and subject to applicable law, Borrower shall pay to Lender on the day monthly payments are due under the Note, until the Note is paid in full, a sum CD ("Funds") for (a) yearly taxes and assessments which may attain pnoruy over this Security Instrument as a ca lien on the Property, (b)yearly leasehold payments or ground rents on the Property, if any, (c) yearly hazard or property insurance premiums. (d) yearly flood insurance premiums, if any, and (e) yearly mortgage a3 insurance premiums, if any These items are called "Escrow Items " Lender may, at any time, collect and hold Funds in an amount not to exceed the maximum amount a lender for a tederally related mortgage loan °ter', may require for Borrower's escrow account under the federal Real Estate Settlement Procedures Act of 1974, as amended from time to time, 12 U S C Section 2601 er seq ("RESPA"), unless another law that applies to Y• any the Funds sets a lesser amount If so, Lender may, at time, collect and hold Funds in an amount not to exceed the lesser amount Lender may estimate the amount of Funds due on the basis of current data and reasonable estimates of expenditures of future Escrow items or otherwise in accordance with applicable law The Funds shall be held in an institution whose deposits are insured by a federal agency, instrumentality, or entity (including Lender, if Lender is such an institution) or in any Federal Home Loan Bank Lender shall apply the Funds to pay the Escrow Items Lender may not charge Borrower for holding and applying the Funds, annually analyzing the escrow account, or verifying the Escrow Items, unless Lender pays Borrower interest on the Funds and applicable law permits Lender to make such a charge However, Lender may require Borrower to pay a one-time charge for an independent real estate tax reporting service used by Lender in connection with this loan, unless applicable law provides otherwise Unless an agreement is made or applicable law requires Interest to be paid, Lender shall not be required to pay Borrower any interest or earnings on the Funds Borrower and Lender may agree in writing, however, that interest shall be paid on the Funds Lender shall give to Borrower, without charge, an annual accounting of the Funds, showing credits and debits to the Funds and the purpose for which each debit to the Funds was made The Funds are pledged as additional security for all sums secured by this Security Instrument WASHINGTON DEED OF TRUST (Doom Sign4Return295174 M003-2WA Page 2 of 8 0067678656 If the Funds held by Lender exceed the amounts permitted to be held by applicable law, Lender shall account to Borrower for the excess Funds in accordance with the requucnients of applicable law If the amount of the Funds held by Lender at any time is not sufficient to pay the Escrow Items when due, Lender may so notify Borrower in writing, and, in such case Borrower shall pay to Lender the amount necessary to make up the deficiency Borrower shall make up the deficiency in no more than twelve monthly payments, at Lender's sole discretion Upon payment in full of all sums secured by this Security Instrument, Lender shall promptly refund to Borrower any Funds held by Lender If, under Paragraph 18, Lender shall acquire or sell the Property, Lender, prior to the acquisition or sale of the Property, shall apply any Funds held by Lender at the time of acquisition or sale as a credit against the sums secured by this Security Instrument 3. Application of Payments. All payments of principal and interest received by Lender shall be applied as provided in the Note If Borrower owes Lender any late charges, or other fees or charges ("other charges"), they will be payable upon demand of Lender Unless prohibited by law, the application of payments may be affected by the imposition of other charges Therefore, payments of other charges, whether paid to Lender in addition to the monthly payment or separately, will be applied in a manner at the absolute discretion of the Lender, subject to applicable law Borrower agrees that Lender may apply any payment received under Paragraphs 1 and 2, either first to amounts payable under Paragraph 1, or first to amounts payable under Paragraph 2 4. Prior Mortgages and Deeds of Trust; Charges; Liens. Borrower shall perform all of Borrower's obligations under any mortgage, deed of trust or other security agreement with a lien which has priority over this Secunty Instrument, if any, including Borrower's covenants to make payments when due Borrower shall pay or cause to be paid all taxes, assessments and other charges, tines and impositions attributable to the Property which may attain a pnonty over this Security Instrument, and leasehold payments or ground rents, if any S. Insurance. Borrower shall keep the improvements now existing or hereafter erected on the Property insured against loss by fire, hazards included within the term "extended coverage," flood and any other o hazards as Lender may require, from time to time, and in such amount and for such periods as Lender may o require " carrier ,o, The insurance providing the insurance shall be chosen by Borrower subject to approval by Lender, provided that such approval shall not be unreasonably withheld if the Borrower tails to maintain the coverage described above, Lender may, at its option, obtain coverage to protect its rights in the Property in o accordance with Paragraph 8 All insurance policies and renewals thereof shall be in a Corm acceptable to Lender and shall include a standard mortgage clause in favor of and in a form acceptable to Lender Lender shall have the right to hold the policies and renewals thereof, subject to the terms of any mortgage, deed of cv trust or other security agreement with a lien which has pnonty over this Security Instrument If any insurance proceeds are made payable to Borrower. Borrower shall promptly pay such amounts to Lender, including, without limitation, the endorsement to Lender of any proceeds made by check or other draft Unless Lender and Borrower otherwise agree in writing, insurance proceeds shall be applied to restoration or repair of the Property damaged, if the restoration or repair is economically feasible and Lender's security is not lessened If the restoration or repair is not economically feasible or Lender's security would he lessened, the insurance proceeds shall be applied to the sums secured by this Security Instrument, whether or not then due, with any excess paid to Borrower Unless Lender and Borrower otherwise agree in wnting, any application of proceeds to principal shall not extend or postpone the due date of the monthly payments referred to in Paragraphs I and 2 or change the amounts of the payments If under Paragraph 18 the Property is acquired by Lender. Borrower's right to any insurance policies and proceeds resulting from damage to the Property prior to the acquisition shall pass to Lender to the extent of the sums secured by this Security Instrument immediately prior to the acquisition The provisions of this Paragraph 5 concerning the payment, disbursement or appltcation of insurance proceeds shall apply to any insurance proceeds covering the Property whether or not (i) Lender is a named insured, (u) the policy contains a mortgage clause or (iu) Lender has required Borrower to maintain the WASHINGTON DEED OF TRUST (0003) 8lgntxReturn295174 M003-3WA Page 3 of 8 006767B656 • insurance Borrower authorizes and directs any insurer to list Lender as a loss payee on any payment of insurance proceeds upon Lender's notice to insurer of Lender's interest in the insurance proceeds In the event of loss, Borrower shall give prompt notice to the insurance carrier and Lender Lender may make proof of loss if not made promptly by Borrower If the Property is abandoned by Borrower, or if Borrower fails to respond to Lender within 30 days from the date notice is mailed by Lender to Borrower that the insurance earner offers to settle a claim for insurance benefits, Lender is authorized to collect and apply the insurance proceeds at Lender's option either to restoration or repair of the Property or to the sums secured by this Security Instrument 6. Preservation and Maintenance of Property; Leaseholds, Condominiums; Planned Unit Developments. Borrower shall keep the Property in good repair and shall not commit nor permit waste, impairment or deterioration of the Property Borrower shall not do anything affecting the Property that is in violation of any law, ordinance or government regulation applicable to a residential property, and Borrower shall comply with the provisions of any lease if this Security Instrument is on a leasehold If this Security instrument is on a unit in a condominium or a planned unit development, Borrower shall perform all of Borrower's obligations under the declaration or covenants creating or governing the condominium or planned unit development, the by-laws and regulations of the condominium or planned unit development, and constituent documents Unless Lender and Borrower otherwise agree in writing, all awards, payments or judgments, including interest thereon, for any injury to or decrease in the value of the Property received by Borrower will be used to restore the Property or applied to the payment of sums secured by this Security Instrument, whether or not then due, with any excess paid to Borrower Unless Lender and Borrower otherwise agree in writing, any application of proceeds to principal shall not extend or postpone the due date of the monthly payments referred to in Paragraphs 1 and 2 or change the amounts of the payments Borrower agrees that in the event an award, payment or judgment includes compensation for both injury or decrease in the value of the Property and compensation for any other injury or loss, the total amount of such award, payment or judgment shall be deemed compensation with respect to the Property and Borrower hereby consents to Lender's intervention into o any proceedings regarding the Property 7. Loan Application Process. Borrower shall be in default under this Security Instrument, if Borrower, 0o dunng the loan application process, gave materially false or inaccurate information or statements to Lender(or tailed to provide Lender with any matenal information directly bearing on Lender's decision to extend credit cio to Borrower), in connection with the loan evidenced by the Note 8. Protection of Lender's Rights In the Property. If Borrower fails to perform the covenants and c� agreements contained in this Security Instrument, or there is a legal proceeding that may significantly affect c Lender's rights in the Property (such as a proceeding in bankruptcy, probate, for condemnation, forfeiture or C. to entorce laws or regulations), then Lender may do and pay for whatever is necessary to protect the value of the Property and Lender's rights in the Property Lender's actions may include paying any sums secured by a lien which has priority over this Security Instrument, appearing in court, paying reasonable attorneys' fees and entering on the Property to make repairs or abate nuisances Although Lender may take action under this Paragraph 8, Lender does not have to do so The right of Lender to protect Lender's rights in the Property shall include the right to obtain at Borrower's expense, property inspections, credit reports, appraisals, opinions of value or other expert opinions or reports unless prohibited by law Any amounts disbursed by Lender under this Paragraph 8 shall become additional debt of Borrower secured by this Security Instrument Unless Borrower and Lender agree to other terms of payment, these amounts shall bear interest from the date of disbursement at the Note rate and shall be payable, with interest, upon demand of Lender 9. Mortgage Insurance. If Lender required mortgage insurance as a condition of making the loan secured by this Security Instrument, Borrower shall pay the premiums required to maintain the insurance in effect until such time as the requirement for the insurance terminates in accordance with Borrower's and Lender's wntten agreement or applicable law WASHiNGTON DEED OF TRUST 100031 Sign&Return295174 M003-4WA Page 4 of 8 0067678656 10. inspection. Lender may make or cause to be made reasonable entries upon and inspections of the Property, provided that Lender shall give Borrower notice prior to any such inspection specifying reasonable cause therefor as related to Lender's interest in the Property II. Condemnation. The proceeds of any award or claim for damages, direct or consequential, in connection with any condemnation or other taking of the Property, or part thereof, or for conveyance in lieu of condemnation, are hereby assigned and shall be paid to Lender, subject to the terms of any mortgage, deed of trust or other security agreement with a lien which has pnorny over this Security Instrument In the event of total taking of the Property, the proceeds shall be applied to the sums secured by this Security Instrument, whether or not then due, with any excess paid to Borrower In the event of a partial taking of the Property in which the fair market value of the Property immediately before the taking is equal to or greater than the amount of the sums secured by this Security Instrument immediately before the taking, unless Borrower and Lender otherwise agree in writing, the sums secured by this Security instrument shall be reduced by the amount of the proceeds multiplied by the following fraction (a) the total amount of the sums secured immediately before the taking, divided by(b) the fair market value of the Property immediately before the taking Any balance shall be paid to Borrower In the event of a partial taking of the Property in which the fair market value of the Property immediately before the taking is less than the amount of the sums secured immediately before the taking, unless Borrower and Lender otherwise agree in writing or unless applicable law otherwise provides, the proceeds shall be applied to the sums secured by this Security Instrument whether or not the sums are then due If the Property is abandoned by Borrower, or it, after notice by Lender to Borrower that the condemnor offers to make an award or settle a claim for damages, Borrower fails to respond to Lender within 30 days after the date the notice is given, Lender is authorized to collect and apply the proceeds, at its option, either to restoration or repair of the Property or the sums secured by this Security Instrument, whether or not then due Unless Lender and Borrower otherwise agree in writing, any application of proceeds to principal shall na not extend or postpone the due date of the monthly payments referred to in Paragraphs 1 and 2 or change the amount of such payments Q 12. Borrower Not Released; Forbearance By Lender Not a Waiver; Acceptance of Partial Payment. Extension of the time for payment or modification of amortization of the sums secured by this Security Instrument granted by Lender to Borrower or any successor in interest of Borrower shall not operate to release, in any manner, the liability of the original Borrower and Borrower's successors in interest Lender shall not be required to commence proceedings against such successor or may refuse to extend time for payment or otherwise modify amortization of the sums secured by this Security instrument by reason of any demand made by the original Borrower and Borrower's successors in interest Any forbearance by Lender on one or more occasions in exercising any right or remedy hereunder, or otherwise afforded by applicable law, shall not be a waiver of or preclude the later exercise of that or any other right or remedy Lender may accept partial payments from Borrower, without waiving or forbearing any of its rights under this Security Instrument or under the Note even it such payments are notated as a payment in full, or with a notation of similar meaning 13. Successors and Assigns Bound; Joint and Several Liability; Signers. The covenants and agreements herein contained shall bind, and the rights hereunder shall inure to, the respective successors and assigns of Lender and Borrower, subject to the provisions of Paragraph 17 hereof All covenants and agreements of Borrower shall be joint and several Any Borrower who signs this Secunty Instrument, but does not execute the Note (a) is signing this Security Instrument only to mortgage, grant and convey that Borrower's interest in the Property to Lender under the terms of this Security Instrument, (b) is not personally liable on the Note or under this Security Instrument, and (c) agrees that Lender and any other Borrower may agree to extend, modify, forbear or make any accommodations with regard to the terms of this Security Instrument or the Note without that Borrower's consent 14. Notice. Except for any notice required under applicable law to be given in another manner (a) any notice to Borrower provided for in this Security Instrument shall be given by delivering it or by mailing such WASHiNGTON DEED OF TRUST r0003) Sign&Return295174 M003-5WA Pape 5 of 8 006767.8656 notice by first class mail addressed to the Property Address or to such other address as Borrower may designate by notice to Lender as provided herein, and (b) any notice to Lender shall be given by first class mail to Lender's address stated herein or to such other address as Lender may designate by notice to Borrower as provided herein Any notice provided for in this Security Instrument shall be deemed to have been given to Borrower or Lender when given in the manner designated herein 15. Governing Law; Severability. The state and local laws applicable to this Security Instrument shall be the laws of the jurisdiction in which the Property is located The toregoing sentence shall not limit the applicability of federal law to this Security Instrument In the event that any provision or clause of this Security instruument or the Note conflicts with applicable law, such conflict shall not affect other provisions of this Security Instrument or the Note which can be given effect without the conflicting provision, and to this end the provisions of this Security Instrument and the Note are declared to be severable As used herein. "costs," "expenses" and "attorneys' fees" include all sums to the extent not prohibited by applicable law or limited herein 16. Borrower's Copy Borrower shall be furnished a copy of the Note and of this Security Instrument at the time of execution or after recordation hereof 17. Transfer of the Property or a Beneficial Interest in Borrower. If all or any part of the Property or any Interest in it is sold or transferred (or if a beneficial interest in Borrower is sold or transferred and Borrower is not a natural person) without Lender's prior written consent, Lender may. at its option, require immediate payment in full of all sums secured by this Security Instrument However, this option shall not be exercised by Lender if exercise is prohibited by federal law as of the date of this Security Instrument If Lender exercises this option, Lender shall give Borrower notice of acceleration The notice shall provide a penod of not less than 30 days from the date the notice is delivered or mailed within which Borrower must pay all sums secured by this Security Instrument If Borrower tails to pay these sums prior to the expiration of this period, Lender may invoke any remedies permitted by this Security Instrument without further notice or demand on Borrower 18. Acceleration; Remedies. Except as provided in Paragraph 17 hereof, upon Borrower's breach of any c, covenant or agreement of Borrower in this Secunty instrument, including the covenants to pay when due any sums secured by this Security Instrument, Lender prior to acceleration shall give notice to Borrower as provided in Paragraph 14 hereof specifying (1)the breach, (2) the action required to cure such breach, (3) a CID date, not less than 30 days from the date the notice is mailed to Borrower, by which such breach must be cured, and (4) that failure to cure such breach on or before the date specified in the notice may result in acceleration of the stuns secured by this Security Instrument, foreclosure by judicial proceeding or cep advertisement and sale of the Property at public auction at a date no less than 120 days in the future The notice shall further inform Borrower of the right to reinstate after acceleration and the right to bring a court action or to assert in the judicial proceeding the nonexistence of a breach or any other defense of Borrower to acceleration and foreclosure If the breach is not cured on or before the date specified in the notice, Lender, at Lender's option may declare all of the sums secured by this Security Instrument to be immediately due and payable without further demand and may foreclose this Security Instrument by Judicial proceeding or invoke the power of sale hereby granted and any other remedies permuted by applicable law Lender shall be entitled to collect all expenses of foreclosure, including, but not limited to, reasonable attorneys' fees, court costs, and costs of documentary evidence, abstracts and title reports, even if the breach is cured prior to the completion of any foreclosure If Lender invokes the power of sale, Lender shall execute or cause Trustee to execute a written notice of the occurrence of an event of default and of Lender's election to cause the Property to be sold Trustee shall cause this notice to be recorded in each county in which any part of the Property is located Lender or Trustee shall mail copies of the notice as prescribed by applicable law to Borrower and to the other persons prescribed by applicable law Trustee shall give public notice of sale to the persons and in the manner prescribed by applicable law After the time required by applicable law, Trustee, without demand on Borrower, shall sell the Property at public auction to the highest bidder at the time and place and under the terms designated in the notice of sale in one or more parcels and in any order Trustee determines Trustee may postpone sale of all or WASHINGTON DEED Of TRUST(oo031 Sign&Return295174 M003-BWA Page 6 of 6 0067678656 any parcel of the Property by public announcement at the time and place of any previously scheduled sale Lender or its designee may purchase the Property at any sale Trustee shall deliver to the purchaser Trustee's deed conveying the Property without any covenant or warranty, expressed or implied The recitals in the Trustee's deed shall be prima facie evidence of the truth of the statements made therein Trustee shall apply the proceeds of the sale in the following order (a) to all expenses of the sale, including, but not limited to, reasonable Trustee's and attorneys' fees, (b) to all sums secured by this Security instrument, and (c) any excess to the clerk of the superior court of the county in which the sale took place, or to any other person or persons legally entitled to it 19. Borrower's Right to Reinstate. Notwithstanding Lender's acceleration of the sums secured by this Security Instrument due to Borrower's breach, Borrower shall have the right to have any proceedings begun by Lender to enforce this Security Instrument discontinued at any time prior to eleven (11) days (or such other period as applicable law may specify for reinstatement) before the sale of the Property or entry of a judgment enforcing this Security Instrument if (a) Borrower pays Lender all sums which would be then due under this Security Instrument and the Note had no acceleration occurred, (b) Borrower cures all breaches of any other covenants or agreements of Borrower contained in this Security Instrument, (c) Borrower pays all reasonable attorneys' fees, trustees' fees and court costs, and (d) Borrower takes such action as Lender may reasonably require to assure that the lien of this Secunty Instrument, Lender's interest in the Property and Borrower's obligation to pay the sums secured by this Security Instrument shall continue unimpaired Upon such payment and cure by Borrower, this Security Instrument and the obligations secured hereby shall remain in full force and effect as if no acceleration had occurred This right to reinstate shall not apply, however, in the case of acceleration pursuant to Paragraph 17 20. Assignment of Rents; Appointment of Receiver. As additional security hereunder, Borrower hereby assigns to Lender the rents of the Property, provided that Borrower shall, prior to acceleration under Paragraph 18 hereof or abandonment of the Property, have the right to collect and retain such rents as they W become due and payable Upon acceleration under Paragraph 18 hereot or abandonment of the Property, Lender, in person, by eza agent or by judicially appointed receiver, shall be entitled to enter upon, take possession of and manage the Property and, subject to applicable law, to collect the rents of the Property including those past due All rents ao collected by Lender or the receiver shall be applied first to payment of the costs of management of the Property and collection of rents, including, but not limited to, receiver's tees, premiums on receiver's bonds az, and reasonable attorneys' fees, and then to the sums secured by this Security Instrument Lender and the receiver shall be liable to account only tor those rents actually received 21. Hazardous Substances. Borrower shall not cause or permit the presence, use, disposal, storage, or c release of any Hazardous Substances on or in the Property Borrower shall not do, nor allow anyone else to do, anything affecting the Property that is in violation of any Environmental Law The preceding two sentences shall not apply to the presence, use, or storage on the Property of small quantities of Hazardous Substances that are generally recognized to be appropriate for normal residential uses and for maintenance of the Property Borrower shall promptly give Lender written notice of any investigation, claim, demand, lawsuit or other action by any governmental or regulatory agency or private party involving the Property and any Hazardous Substance or Environmental Law of which Borrower has actual knowledge it Borrower learns, or is notified by any governmental or regulatory authority, that any removal or other remediation of any Hazardous Substance affecting the Property is necessary, Borrower shall promptly take all necessary remedial actions in accordance with Environmental Law As used in this Paragraph 21, "Hazardous Substances" are those substances defined as toxic or hazardous substances by Environmental Law and the following substances gasoline, kerosene, other flammable or toxic petroleum products, toxic pesticides and herbicides, volatile solvents, materials containing asbestos or formaldehyde, and radioactive materials As used in this Paragraph 21, "Environmental Law" means federal laws and laws of the jurisdiction where the Property is located that relate to health, safety or environmental protection WASHINGTON DEED OF TRUST(cool Sign&Return295174 M003-7WA Page 7 of 8 0067678656 22. Reconveyance. Upon payment of all sums secured by this Security Instrument, Lender shall request Trustee to reconvey the Property and shall surrender this Security Instrument and all notes evidencing debt secured by this Security Instrument to Trustee Trustee shall reconvey the Property without warranty to the person or persons legally entitled to it Such person or persons shall pay any recordation costs and Trustee reconveyance fee but only if such fees are actually paid to a third party for such services or purposes and the charging of the fees and costs are permitted under applicable law 23. Substitute Trustee. Lender, at its option, may from time to time appoint a successor trustee to any Trustee appointed hereunder by an instrument executed and acknowledged by Lender and recorded In the office of the Recorder of the county in which the Property is located The instrument shall contain the name of the original Lender, Trustee and Borrower, and the book and page where this Security Instrument is recorded and the name and address of the successor trustee Without conveyance of the Property, the successor trustee shall succeed to all the title, powers and duties conferred upon the Trustee herein and by applicable law 24. Use of Property. Borrower hereby represents and warrants to the Lender that the Borrower's pnncipal use of the Property shall not be for any agricultural or farming purposes BY SIGNING BELOW, Borrower accepts and agrees to the terms and covenants contained in this Mortgage in any rid s)ex by Borrower simultaneously herewith and attached hereto _( ) (Seal) SCOTT X -Borrower -Borrower •-- (Print Name) (Print Name) CC) O o (Seal) (Seal) cep -Borrower -Borrower (Print Name) (Print Name) CCJ STATE OF WASHINGTON `� C cv sss County of On this day personally ameared before me to me known to be the individual(s) described in and who executed the within and toregomg instrument, and acknowledged that H signed the same as hi/S tree and voluntary act and deed, for the uses and purposes therein mentioned • GIVEN under my hand and official seal this -9-1No day of 7GtM-C_ Notary Public in and for the State of ffashinvn.resi'd, at My A�ppomtmetil Expires on 7 l3U/0 S/ l Q(`l l O WASHINGTON DEED OF TRUST t000ar Sign&Return295174 M003-8WA Page 8 of 8 0067678656 LEGAL DESCRIPTION OF PROPERTY Borrower Name SCOTP N HAND, Property Address 14225 SE 125TR STREET Loan Number 0067678656 RENTON, WA 98059 Date Property Description SITUATED IN KING COUNTY, STATE OF WASHINGTON: LOT 1 OF REVISED ICING COUNTY SHORT PLAT NUMBER 776004 RECORDED UNDER RECORDING NUMBER 7904120866, SAID LOT DESCRIBED AS FOLLOWS: THAT PORTION OP THE WEST 345 FEET OF THE NORTHEAST QUARTER OF THE SOUTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 10, TOWNSHIP 23 NORTH, RANGE 5 EAST W.M., IN ICING COUNTY, WASHING EON, LYING SOUTH OF THE NORTH 330 FEET OF SAID SUBDIVISION AND NORTH OF THE SOUTH 75 FEET OF SAID SUBDIVISION; EXCEPT THAT PORTION OF THE WEST 278 FEET OF SAID SUBDIVISION LYING SOUTH OF THE NORTH 440 FEET OF SAID SUBDIVISION; AND EXCEPT THE WEST 160 FEET OF THE SOUTH 80 FEET OF THE NORTH 440 FEET OF SAID SUBDIVISION. O OCJr C_f O O n Cv LEGAL OESC OF PROP 199OZ)Office295174 4034 O BB iraar dm s_. • ...... • . . ) 1 .... .. Or I i; F.CG_IHU rinS?:,1 S • a 7 O .iX i'ilyd for Record at Request of Ruth L Fifer 100 a+ • , tr 3 10 t I ripe s5, tekn recorded room to 1 - v • :1 1991 • t�T 111i ii i0�j 18 4281 r J:o� �...,:i.t. ':� Fla NAME Ruth L Fier I .co F 114.1r•..•+a•t M 11 PFr cFc x.9n' If 9�0 !i II AI,ORESS 14325 S.E.12711r Si. C.11949., 4 .4 .00 n r�il'.STATF yr Renton.WasbinRtorr9106f • s. D J id so N gel G O SeACC aeOVE Tlt'+LINE FOR 0.EC00.UF3r'S USLCIN r1 {r QUIT CLAIM DEED z®�o N TIE GIt.uN1VR RU7H L FIFER,a widow,without cawtdcraUon.conveys and quit cLairro to `+el $ TIE.RUTH L FIFER LIVING TRUST end the initial trustee RUTH L FIFER,the following 4 (•. 1 dsscdbed real estate.shoaled In lire County of King.State of Washington,together with an atk'r acquired title of the grantor therein: W 9 S. 10 T.23 R.5 Short Mat No.776004 King County,Washington i 1 All of i to 5 ft.of S1/2 of the N.E.1/4 of the S.W.1 c S.E. 11 a 1/4 of Sec.10,twp 'h flan W.M i11 n wrutsouth 7S ft.and ezccpl that OrHge S East of t 278 ft.lying soofuththe fk517i of the t� nth 110 ft.and north of th except the west 160 ft of • 0 or" the north 110 ft.t . Subject to and togethe ' to easement,for G egrccs a ' re s and utilities,as recorded under Auditors L^. 4 arid 500.5653. L All of lion the ti 1/2 uI the N. 1/4 of the S.W.1/4 i• W.M.1 n e East 180 '~ 1/4 of Sec.10,. N.,Range 5 East, yJ h rtion of the south 75 ft. ft.and east of'.Vest N r po lying Cal of west 21P f _... t to east 1130 ft t or of. Sithi^d to J and lcr)cl t easement,foe r gee Ingress and utilities,u 4'J s L under Auditors file N 5989934 and rI' 1.o1 113 '" The cast 1f 0 ft.of the south 1/2 of the N.E.1/4 of the S.W.1/4 of the ttCC]] t:•, 5.11. 1/4 of Sec.10,top 23 N.it 5 W.M. Subject to and together with an easement,for egress and ingress and utilities,as recorded under ,, , .....1(r....L t:il,.aM0.51014..n,i S1nK6.Si. ar:,, i 1 dl.•.!."' ty-'; m s - •�:• se ■ I'di 'Iof'2 a • �. r o t t 25) �, .,• _ -. .j' • • • .. , , e—lo , i - • a 1 I CThc West S1/2of the N.G.1/4of the S.W.1 1/4 of Sec.10,iwp Z3 N. ,. . '. I t.And except the S. 1111 75 ft.thereof. Subject to a wit t for egress and IIngress and , s recorded under Auditor file io 5 Dated 7r••...IS �9 .19� Flier STOWOF WASHIIJCT'O.V ) I A lMf1Y OF Klee ,.1, I I 1 On this day appeared before me to me known In be the mi 6 Individual described in and who t the wit n and foregoing Instrument and acknowledked that .e signed the same as • V. free and voluntary act and deed,kw the uses and purses • e therein mcnik.ncd. GIVEN under my hand and official seal this 2 day of e-._c..¢4. , dC.) I"9-/— • �) /J SO 1 0 O Notary Publipikand for thri Rate of Washington, i I j residing at 's% cn.f' ,/ Ci71t _ I (41 bZ 31 1/1i 1 11 i ON 1 1 1 1 EMI m I , is g . . . , .. 6 la I'.rcc 2 Id 2 . I • I t. —o r C� 25x Ii i0 s p••� v.r.@;n!�n•. Lida•.!.. •.Lq.li i•�• :1 :.I,.�. � i ll`) WASHINGTON I THIS SPACE RESERVED FOR RECORDERS USE MUTUAL CONSUMER LOAN DIVISION SAVINGS BANK M. H. Mortgage) • ,977 Filed for Record of Request of NOV - del 30 • • ZR • RECORDS 6 ELECTS" NAME Washington Mutual Savings Bank KING CC''NTY, y; ADDRESS .-24 "A" Street S. E. CrCITY AND STATE _ Auburn,Washington 58002 '') 44-18-182I MORTGAGE THE MORTGAGORS, LAURENCE R. FIFER AND RUTH L. FIFER, husband and wife hereby mortgage to WASHINGTON MUTUAL SAVINGS BANK ("'rh•mortgage.“) the follo.r,ng described real property situated .n KING — County, State of Woshinaton, and all interest or estate therein that the mortgagors may hereafter ac together with the Income, rents and profits therefrom: qu r•" THE NORTHEAST QUARTER OF THE SOUTHWEST QUARTER OF THE SOU14EAST QUARTER OF SECTION 10, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. , IN KING COUNTY, WASHINGTON, EXCEPT THE WEST 480 FEET THEREOF, AND EXCEPT THE NORTH 330 FEET THEREOF. TOGETHER WITH AN EASEMENT FOR INGRESS, EGRESS AND UTILITIES OVER THE SOUTH 30 FEET OF THE NORTH 360 FEET OF THE NORTHEAST QUARTER OF THE SOUTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 10, TOWNSHIP 23 NORTH, RANGE 5 EAST W.M. , IN KING COUNTY, WASHINGTON, EXCEPT PORTION LYING WITHIN MAIN TRACT., -/ LOT 3 of SHORT PLAT NO. 776004 RECORDED UNDER AUDITOR'S FILE NO. 7707290641 . together with cll plumbing, lighting, air conditioning and hating(including oil and gas bumersl apparatus and •qu,pment now h•r•- ofter installed in so,d pr•mis•s including but not 'united to that certain 19 17_ __UQUA__ 62 ma✓• --._---- mobil• home, Model S•r,ol No. 5028 - — , and all personal property which is now or may h•r•of••r b• attached to, located in, or used or ,nt•..ded to be used in connection therewith, all of which at the option of the mortgage• shall b• considered either personalty or port of the realty. This ^o,tgog• is g,yen as security for the payment of THIRTY TWO THOUSAND ONE HUNDRED FIFTY AND N0/100----- IS �2.152.00--- Q---DOLL RS '1, with interest, according to the terms of a promissory nate of even date herewith esecut•d by Oleo mortgagors to the order of the mortgage• and to secure any sums the mortgage•may advance or rxp•nses it may incur hereunder or otherwise to protect or reohz• upon the property, including the °bow-described mobile home and related property, or under o security ogr•ernent of •v•ndate herewith wherein the mortgagors gay,' the mortgage• o security interest in said mobile horn• and related property. The nortgogors corenonr with the mortgagee as follows. V A. (Clerk applicable box bete -', 7 Al That they or• the owners in f•• simple of all the above-described property and that the some is unencumb•:ed, that they ore the owners of the above-described mobile home, which is unencumbered except by the above-described security ogre•- went held by the mortgagee, and the owners in fee simple of the oboes-described real property, which is •ncumb•r•d only by o prior mortgage or trust deed; i that they me the owners of the above-described mobile home, which is un•nc.rmb•r•d •■cept by the above-described security agree- ment held by the mortgagee, and the contract purchasers of the above-described real property which is orh•rwis♦unencumbered. CL-322 B. that the pru-arty mortgaged hereby is riot used principally or primarily for agricultural or farming purposes, C. that they will, during the contrnuonce of this mortgage permit no waste of the premises, will pay before delinquent all lawful taxes and . menus upon the mortgoged property and pan this mortgage or upon the money or debt secured hereby, and will keep the property free and clear of all other encumbrances rrnpairing the mortgogee s security, and will timely comply with all the terms, covenants and conditions of the obove-describ•d security agreement, and of any prior contract, mortgage or trust deed. Should the mortgagors foil to keep any of the foregoing covenants, or any of the covenants of the above-descr,b•d security agree- ment, o. any of this covenants of any prior contract, mortgage or trust deed, then the mortgagee may perform them, without waiving any other right or remedy given for any such breach, and all •xpendttur•s in that behalf shall be secured by this mortgage and bear interest at the rot,of twelve per cent (12%) per annum and be repayable by the mortgagors on demand. In case of default in the payment of any installment of said debt, or of a breach of any of the covenants herein contained, or contained to the above-describes steamy agreement or contained in any prior contract, mortgage or trust deed, then the entire debt hereby secured may, at the mortgagee's option, be declared due and this mortgage may b• foreclosed. Mortgagors agree that in the n event of a default hereunder or under the above-described security agreement for which this mat tgage might be foreclosed, the Mortgagee of its option may: elect to treat the mobile home and some or all of the related property as personalty and reap:• thereon •) pursuant to the security agreement, or may elect to treat the mobile home and some or all of the related property as realty and realists thereon hereunder, or may proceed under the secerity agreement with respect•o part of the collateral and hereunder with respect to other ports, or may proceed concurren►iy under both, or under any combination of this foregoing, at may exercise any outer right or 'V remedy available at low or an equity; and may enter into possession of the above-described property and take such other action os it �„• may deem appropriate to collect the rents and profits thereof and apply same to any sum secured hereby in such order as it may •I.rr The ponies agree that the reference herein to the mobile home shall not be determinative of whether or not it is u part of the real ti •state but that the mobile home may at the option of the Bank be treated and dealt with and realized upon as personal property. ti i1 any question should arise as to whether all or pert of the above-described property is realty or personalty, the Bank may, at its option, treat all of said property as realty ar.d commence on action to foreclose this mortgage whereupon all persons having or claiming interests to all or pour thereof shall hay• all the rights provided by low incident to the foreclosure or reul property mortgages. The mortgagors snrll pay the mortgagee a reasonable sum as ottorney's fees in any suit that may be lawfully brought foe the foreclosure of this mortgage end in any suit which the mortgagee, to prone:t the lien hereof, is obliged to prosecute or defend; and shell pay such reasonable Post of s•r'rching records end abstracting the some os may necessarily be incurred in foreclosing this mortgage Cr protecting the same, which sums shell be secured hereby and may be included in the dscre•of foreclosure. Upon bringing action to lerclose this mortgage or at any time while such proceeding is pending, the mortgage.may apply for and secure the appotnt- ment of a receiver }cr the r -rtg•g•d property or any port thereof, and the income, rents and profits therefrom. DATED at __AUBURN.___-- - , Washington, _—__�R(E1@ER.Z�_ 19 _1Z l Umbcf R. FI ER • RUTH L. FIFER STATE OF WASHINGTON ) 1 ss County _._KING ) • '1 '•1�� THIS IS TO CERTIFY that on this __ }SLfL_ day of _ .__�'�QYertlbef , 19�__ , before mo, the und•niga•d, a(*rotary public in and for the state of Washington, du!y commissioned and sworn, personally appeared J. vrence_R FLg_r — — and Rut L_Fifer — — --- :— _ +o me known to be the individuals described in and who executed the within instrument, and acknowledged to'mesthot they-signed the same as their free and voluntary act and deed for the uses and purposes therein mentioned. WITNESS my hand and official seal the day and or in this c rt cote f.rst above written. •• r � l y public in and for the state of Washington, res,d _g at Auburn___ ... __ , • PIONEER NATIONAL �� TITLE INSURANCE '"" ,. • ATMCOMCOMf�AMY - _� ; i, ,•.•.i ,4�•.t _ . , Filed for Record at Request of - - t J,p_1p•,1 .� _ n �• S C = ME VtHUE _ P.V 1•?+ - _- Cr:-EL AFTER RECORDING MAIL TO: a DOWN.+IOt13fIt d dQUSON Cs <; EXCISE TAX PAID • . AR O!'TNOI%WASHINCT•OR a9805i JUL27191g I • i _ -L _; L1)549263 # . Foam LaS . / Statutory Warranty Deed DONNA MARIE BAKER and LESTER LEONARD PIELE, • THE GRANTOR Co-EXecutors of the Estate of Leonard A. Piele, deceased," ; r,zr, �_ ` 2}if; (or and in consideration of**ONE THOUSAND TWO HUNDRED FIFTY and no/100 DOLLARS** • in hand paid.conveys and war.znts to LESTER LEONARD PIELE and BRENDA J. PIELE, . husband and wife, • the following described real estat- :..tried in the County of KING ,State of Wash:agton: That portion of the Northeast quarter of the southwest quarter of the southeast quarter of Section 10, Township 23 N., Range 5 E.W.M. in King County, Washington, lying South of the North 330 feet of 4 - said subdivision and West of the East 180 feet of said subdivision • v0 and East of the West 345 feet of said subdivision; Q AND ALSO that portion of the South 75 feet of said subdivision lying S' East o the West 210 feet of said subdivision and West of the East O 180 feet of said subdivision. (� TOGETHER WITH AND SUBJECT TO an easement for ingress, egress and ) cis utilities as recorded under Auditor's File No. 59899934 and 5005653. C— This lot is also known as Lot 2 of Short Plat No. 776004 recorded • U p under Auditor's File No. 7904120866. (---- Warranties contained in this deed bind only the estate and not Donna 1 . - Marie Baker and Lester Leonard Piele, Co-Executors of the Estate of Leonard A. Piele, deceased. • Dated this day of df4--41, , 1979 • • • 1.4 )I•Gu/ / Gc_/ (um.) / � Co-Executors of the Estate of • STATE OF WASHINGTON, i Leonard A. Piele, deceased ss. b County of King i On this day personally appeared before me DONNA MARIE BAKER and LESTER LEONARD•-PIELE to me known to be the individuals described in and who executed the within and foregoing. instrument, and acknowledged that they signed the same as their free and voluntary act and deed. for the uses and purposes therein mentioned. I GIVEN under my hand and official seal this � day of 1979 /') 1 A .. .... .Vo ./ L (A aucfJ aMj for r�State of Washington, re.' tnr at /may" -a-1 , I -3_. -.: • MOM RECORD AND RETURN TO MELLOW IORTGBGE COMPANY P. O. BOX 4653 HOUSTON. TEXAS 77210 Ise•..Abeam TMI.i4.Iwt D.e.ralas D.r.I DEED OF TRUST 5610509363 THIS DEED OF TRUST("Security Instrument')is made on NOVENDER 13 , 1998 .The grantor is LESTER I.EONARD PIELE AND BRENDA J. PULE, HUSBAND AND NUIE 0 2 PBarow.tl.The trustee is N OLD REPUBLIC TITLE, LTD. iml '4 CC ("Trustee).The beneficiary i. LELLO., IORTG&GE COatPAi1Y, A COLORADO CORPORATION which ie organised and mining under the isw.of THE STATE OF COLORADO ,and whose addreem 1775 SHERMAN STREET, SUITE 2300, DENVER, COLORADO 80203 (-yarnaor"),Borrower owes Lander the principal guar of ONE HUNDRED EIGHTY EIGHT THOUSAND AND 00/100 Dollars(US.$ lee,000.00 ).nue debt is evidenced by Borrow.'s note dyad the same dote a.this Security Instrument("Note").which provider for monthly payment,with the full debt,if not paid sorbet,duo and payable an DECE ISER 01, 202e.This B.emity Instrna.nt secs'..to Lender:(a)the repayment of tha debt evidenced by the Note,with interest,and all renewal.,eatndare and modifications of the Note;(b) the payment of all mbar suns, with interval,advanced ander paragraph 7 to protect the maturity of this • Sec,nity Instrument;and(e)the performance of Borrvw.'e oorananta and agreements ander this Security Letrum.nt and the Note.For this pompon,Borow r lmwcably grants and conveys to Traits.,in least with power desk,the following described property located In RING County,Washington: • W ASHINGTON-SINN Feney-Femme,N.NFrHAe Sao t$HPOAVI IM$TNUNI T Pena NM OM WMr MM Tylda • ) 25> ers:1•4 • • REFER TO LEGAL DESCRIPTION ATTACKED HERETO AND tQDL A PART HEREOF which has the address of 1430 9 SE. 125TH STREET REITTON . *ASH M MG-TON 98059 (PregertyAridress? C7 luhl IZ4 C.d.1 • TOGETHER WITH all the improvements now or hereafter greeted an the ptogerty,and all segments, • appurtenances,and Stones now or hens/ter a part tithe property.All replacements and additions shall also be cowed by this Security In trwrrnc All of the foregoing is referred to in this Security Instrument as the .vt . BORROWER COVENANTS that Borrower is lawfully seised of the estate hereby conveyed and has the a) right W grant and convey the Property and that the Property is unencumbered,except for encumbrances of record.Borrower warrants and will defend grrerally the title to the Property against all claims and demands. subject to any encumbrance'award. THIS SECURITY INSTRUMENT combines uniform covenants for national use and non-uniform covenants with limited variations by jurisdiction to constitute a uniform security instrument covering real poperty. UNIFORM COVENANTS.Borrower and Lender covenant and agree as follows: L Payment of Priaoipal and Ines get;Prepayment and Late Charges. Barrow ,hall Irompdy pay when due the principal of and interest on the debt evidenced by the Note and any prepayment and late charges Mae under the Note. i Peelle foe Tarr and hnewrwes. Supis t to applicable law or to ■ written wain by Lender, Borrower shall pay to Lender on the day monthly payments are due under the Note,until the Note is paid in full,a rum ('Punde')for (al yearly taxes and ameswwente which may attain priority over this Security • lnatruursnt se a hen on the Property;(b)yearly leasehold payments or ground runta on the Property,if any; (c)yearly hazard or property insurance premiums;(d)yearly flood Insurance premium.,if any (e)yearly mortgage insurance premiums,if any;and(0 any sums payable by Borrower to Lender,in amordauo with the provieu,ne if paragraph 8,in hen dam payment of mortgage insurance pre®uns.There itgme are called "Escrow Items:Lender may,at any time,collect and hold Ponds in an amount not to aimed the maximum amount a lender for a federally related mortgage leen may require for Borrower's escrow account under the federal Real Estate Settlement Procedures Act of 1974 es amended from time to dine,12 VAC.12401 • of sec ('REBPA').unless another law that applies to the FundaEra a lssear ataoent If sa Lemke may,at any time,collect and hold Funds in an amount not to exceed the lessor amount Lender may sstimnoe the amount of Funds due en the basis of current data and reasonable estlmatee of expenditures of future Eeeow Items or athmnns in e®rdano with applicable law. rim.11111.1 ►e .I of s • • 3 25X • The Funds shall be held in an institution whose deposits an Insured by a federal agency,inatrumentaiity, or entity(including Lander,if fender I.such an institution)or in any Federal Hones Loan Bank.Lender shall apply the Funds to pay the Escrow Items.Lander may not charge Borrower for holding and applying the Fonds,annually am}yiirg the sorrow amount,or verifying the Escrow Items,mime Lander pays Borrower interest on the Funds end applicable law permits Lander to make such•charge.However,Lander may require Borrower to pay a ens-tire eharg for an independent real seism tax reporting service used by Lender in connection with this loan,unlsse applicable law provides otherwise.Unless an agmemant is made or applicable law requires interest to be paid,Lander shall not be required to pay Borrower any interest or ssrnnp on the Funds.Borrower and lender may agree in writing,however,that interest than be paid on the Funds.Lander shall give to Borrower,without charge,an annual saountirg of the Funds,showing credits and debits to the Funds and the purpose for which each debit to the Funds was made.The Finds are pledged as additional security for ell sums secured by this Security Instrument. If the Funds held by tender exceed the savants permitted to be held by applicable law,lender shall amount to Harrower for the apse o Furls in amrdance with the requirements of applicable law. If the amount of the Funds held by Lender m any time is not sufficient to pay the Escrow hams when doe,Lender may so notify Borrow in writing,and,in such cam Borrower shall pay to lender the amount nsoeseary to make up the d.Edency.Borrower shell maks up the deficiency in no mare than twelve monthly payments,at Lenders sole dianwtlen. Upon payment in frill of all stone seared by this B.amity Instrument,lender shall promptly refund to Borrower any Funds held by Lender. If, under paragraph 21, Lander shall acquire or sell the Property, Lender,prior to the acquisition or sale of the Property,shall apply any Funds held by Lander at the time of acquintion or sole as a credit against the aura secured by this Security IrotnunenL 1 Ap►lhstlea of Payseaute. Uniese applicable law provide, otherwise, all payments received by Laden under paragraphs I and 2 shall be spphed firer,to any prepayment charges due under the Not.; roond,to amounts payable under paragraph 2;third,to interest due;fourth,to principal due;and last,to any f"� hats clarpa Bus under the Not.. 4.Charger Limas. Borrower shall pay all taxes, aaeesenants. charges, Arse and impoitio a w.( attributable to the Property which may attain priority over this Security Instrument,and leasehold payment. or ground rents,if any.Borrower shall pry these obligation in the manner provided in psregnph 2,or if not paid in that manner,Borrower shall pay them on time directly to the parson owed payment.Borrower shall promptly furnish to lender all notice,demount,to be paid under this paragraph.!f Borrower makes these einf payment.directly,Borrower shall promptly furnish to Lander receipts evidencing the payments. Borrower shall promptly discharge any tun which has priority over this Security Instrument unison Borrower(a)egress in writing to the payresnt of the obligation secured by the lien in s tanner aooaptabla to Lender,(b)contests in pod faith the lien by,or defends mane enforcement claw lien in,legal prmaeedlmp which in the Lenders opinion operate to prevent the enforcement of the lien;or(c)mum from the holder of the lien en agreement satisfactory to Lander subordinating the lien to this Security!mermaid. If Lender determines that any part of the Property is subject to a lien which may attain priority over this Security instrument,lender may give Borrow a notice identifying the lien.Borrow shall satisfy the lien or take on or more oldie actions set forth above within I0 days of the giving of notice. 6.Hazard our Proparey lmaareaow. Borrower shall keep the improvements now existing or hereafter erected on the Property insured agar net lose by Are,hazards included within the term'extended coveremi and anyother hazards,including floods or flooding,for which Lander erg mg, requires iraurance.This insurance shall • be maintained in the amounts and for the periods that Lender require The insurance carrier providing the insurance shall be chosen by Borrower subject to lenders approval which shall not be unreasonably withheld If Borrower falls to maintain cove eire&scribed above,lender may,at lender's option,obtain coverage to protect Lender's rights in the Property in accordance with paragraph T. All insurance policies and renewals shall be amptabis to Lander and shall induds a standard mortgage clause.Lander shall haw dm right to hold the;Wines and renewals. If Lender requires,Harrower shall promptly give to Lander all receipts of paid premiums and renewal notion.In the event of loss,Borrower shall give prompt notice to the insurance carrier and Lender.Larder may maks proof of lase if not made • promptly by Harrower. ;. Unless Lender and Borrower otherwise apes in writing, insurance proceeds shall be applied to restorer-in or repair of the Property damaged,if the restoration or repair is .conembally fiaibie and 4 Landers security is not lessened If the restoration or repair is not economically&sabl.or Lender's security would be learned,the insurance proceeds aka be applied to the stone aced by this Asermity 7 ►►1.f.liM K. • • 3 25XI whether or not then due,with any stases paid mBmowsr.If Borrower abandons the Property,or doss not answer within 30 days•notice Rom Lander that the insurance carrier has offend to settle•claim,then Lender may collect the insurance proceeds.Lender may use the pomade to repair or restore the Property or to pay sumo secured by this Security Instrument,whether or not then doe.The 30 day period will begin when the notice is given. Unless Lender and Borrower otherwise agree in writing,any application of proceeds to principal shall not extend or postpone the dee data of the monthly payments referred to in paragraphs 1 and 2 or change the amount of the payments.If under paragraph 21 the Property is acquired by Lander,Borrowers right to any insurance policies and proceeds resulting from damage to the Property prior to the acquisition shall par to Lender to the extent of the sums secured by this Security Instrument Immediately prior to the acquisition. .Occupancy,Preservation,Maintenance and Preteetioa Mike Property; Berrowes's Lea Ap• plioaties;Lse•hsWa Borrower shall occupy,establish,and tar the Property as Borrows{e principal raiders within arty des after the execution of this Security Instrusent and shall continua to occupy the Property es Borrower's principal residence for at bad one year titer the date of occupancy,unless Lander etlwewiee agrees in writing, which consent shall net be unreasonably withheld, or unless extenuating circumstances exist which am beyond Borrower's control Borrower shall not destroy,damage or impair the Property,allow the Property to deteriorate,or commit waste on the Property.Borrower shall be in default if any forfeiture'action or proceeding,whether&Al or criminal,is began that in Lender's good faith judgment • meld result in forfeiture of the Property or otherwise materially impair the hen created by this Security el Instrument or Landers security interest Borrower may are such a default and reinstate,as provided in • paragraph 18,by cawing the action or proceeding to be dismissed with•ruling that,in Landers good faith e.4 determination,precludes forfeiture of the Borrowers interest in the Property or other neatertal impairment of f'7 the ben created by this Security Instrument or Lender's security interest.Borrower shall also be in default if 'j Borrower,during the lean application process,gave mcterially false a inaccurate information or datermrnte e4 to Lender(or failed to pvwide Lander with any material int:animism)in connection with the loan evidenced sal by the Note,including,but not limited to,representations concerning Borrower's occupancy of the Property as • • principal rwdenoe. if this Security Instrument is on•leasehold,Borrower shall comply with all the ( ) provdena of tiw teas*.if Borrower acquires fee title to the Property,the leasehold and the fee title lull not merge unless Lender agrees to the meter in writing. 7.Peeteotier of Lodor's Rigkte In the Property. If Borrower fails to perform the covenants and agreements contained in this Security instrument,or then is a lap!proceeding that may signibcently effect Lender',right*in the Property(such as•proceeding in bankruptcy,prolate,for condemnation or forfeiture or te enierms laws or regulations),then Lender may do and pay for whatever re necewery to protect the value tithe Property and Lender's rights in the Property.lenders actions nosy include paying any mime secured try •lien which has priority over this Security Instrument,spooning in court,paying reasonable attorneys'fees and entering on the Property to mule repairs.Although Lender may take action under this paragraph 7, Lander dove not haw to do so. Any amount' disbursed by Lander under this paragraph 7 shall become additional debt of Borrower secured by this Security Instrument.Unless Barroom.end Lander agree to other terms of payment,the.. ar.,ounte shall beer interest from the data of dish ownwnt at ths Note rate and shall be payable,with interest,upon notice from Lander to Bor'o er requesting payment 6.Mortgage lasareaos. If lender required mortgage insurers as a condition of making the loan secured by this Security Instrument,Borrower shall pay the premises required to maintain the mortgage • insurance in effect.If,for any reason,the mortpge insurance coverage required by Lander tepees or ceases to be in effect, Borrower shall pay the premiums required to obtain coverage ebstantially squivebnt to the mortgage insurance previously in effect, at•cod substantially equivalent to the me to Borrower of the mortgage insurance previouely in effect, from an alternate mortgage insurer approved by Lander. If substantially equivalent mortgage insurance coverage is not available,Borrower shall pay to Lander each month a sum equal to one-twelfth of the yearly mortgage iworancs premium being paid by Borrower when the insurance coverage lapped or maned to be in effect larder will spry t,use and retain there payments as a lass reserve in lieu of mortgage insurance.Loam reserve payments may no longer be required,at the option of • Lander,if mortgage imminence coverer(In the amount and ter the period that Lender requires)provided by an insurer approved by Lender again becomes available end is obtained Borrower Ball pay the premiums required to maintain mortgage insurance in effect,or to provide•loss reserve,until the requirement for mortgage insurance ends in aaerdenm with any written agreement between Borrower and lender or applicable law. t) rem Hoe Page of /� - fV� ' J 25 x r f v.• "1••a•a. 14+11 gala 4daifusd"Pp ui pwpuod n woad tiara Apur/n isanuog Qs thud uwq •^•q o sq Imp p000n4oui Lpunaag pan ur J.J Psn!"a ogou Luy•1srwuos M ogou Lq aggufi"ap Ammar;g•s1pp.1•gvo Ls Jo wham prys1.ttntspp•.,apus'l y ?COW limp tug Lq us^t8 sq !logs Asp curl q sorbs Loy-usual at ogou Lq.slsuI..p mooing.sumpy auto Aug Jo wUppy L1u.dwd an op palmtop •q mg"•ollsosq,,-pogrom om s anosP"os samba r•l s!goidd•'ss1"n rpm mop lass Lq 1!dugout Lq Jo It f•uaas;uP Lq sa sq rye lu•°n.a Iq 4 atasg srml ut Jai popinad ausauog os ogou Lug 'uafloN fi • MoN sap iapun alilnrq3 lusmL•daad Lugrevs*woasAgtdad pros!•w PM•sg sq ll!r uoganpaa sop'isdnuud.sonpas panJai•Ji asrmsJog o1 iu.m0sd pulp•!aggro Al Jo M.N s41 Jspun paao*mud out lumps/Aq punpu sop strum a/"sooup Aim opus/'la.auog o1 P.punj* sq ma opus;PMprmad pspasopta vitro J•aQa.aog Pspasllsa Apatite MUM Aug(q)pus•1!m!I psllmad an co amp sap"moat°1 LJ•s.so.0 lunouss atp is;P'Onpsl sq r•4•altanfa Aso[gang Aug(•):II.q '*1mi!!prur•u :1 s41 pesos"wool sop;pm uoga.uuoo ut pouters.q o1 JO P•pai loo manly moo;Ja410 JO 1saiMui a411sg1 co pspadJMu!LII.uV si rsr lap pus*Amp wsol"tutu calm goo ta!4M r•I • a1 i ps st Isssuugal L1uaa.g sup Lq puma." tl.ol sop jf 'sala•4'1••s'i i • 1 ua."m s,L.rouog 1.4p 1•si1!M sI•N sop JO p•amnm.ttl Alamos'pp P sWAM 1,41 op pads 4pu••uoilspa.unoou tug sgsm a J•sq.w3'LVg7O°7"•V••s agar.LwW JOMaoae Amps Aug pus aspun Imp.gu/.(a)pus yusumgsul Lii-uu•B sup Lq mamas guns.41 Lid oI pMdlpo L(I.ususd tau si(q)!luswsup.ul LlumsB sup r•thus"Al &spun[ruckus np u!1.sadu!mama/tog Inn Lasuoo paw lusu7'tesluout o1 Lluo lusuingsul Lpuws6•i411 tutu/twat on(•):Mop"go"wow low asp mg lugwng•ul Ltaan•Q SIT•ul.YA3 G4r J.Iaauoe Luy'l•a.^w" pus pule(sq!isms qu.a•arb Pus iausussso taus:wog og'L I;Ideuls/ad Jo.ueouoad g41 of p.Lgns'J0Mauog pus Acme/ o"alms pus owss.00as romp igousq pus Pus;Irmo lua•InJ1.ul Lluna.p Imp P Ilusussssls pus swvusso .tu,''a•dlrv.![;apron pumas Po popop!promos•alpry porn•toss'ssng 11 Jo Jurors log Jo Ls fop •ui Apwatu Jo iglu Ass P"•ou.zs u1 apnoea! 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S fr � � z ffit r tdiriogi Kh3NEFIlif ti,iriii„ I_ irttlal _Oil? M titt"s! 61 .lilwqrliil NI isiLY: 11 J -14 411111 iddlii! ilTi i ti, lig l5i ia 1 "4a11 ! frilld Pal/ g 6R o Lpa1 I Fill ii02 11[11 Viltif 141130111 ift Wilt 111f5F F• �� 1ls; rIll ill 3- 1 r° �riliL 14a 08—a' !14411[ sf it • s g 1 Lqua2a ° fly'' 81 ' i1F4II � �ii � skm0ts4. g .1 Ititt 1 1 iliglalqi /0 C a[ tc 5 sgtip 8 1 p 6 >i il to43 1, A N- 134 It, 2._ 5g ..4 L 1. o 11 t4 '"11 lali ; RE 11 13 [10 L 1 - - [ 2 ; i in' 11"4 itigi 1.51 Iltirsh lia q t 4 jai id I Ilf 1k i% . tAf. t. sTga ,siq a w . 11. IV le.4."FF Er ffitrtjli 1: vli ; N3 1 u1 r IS a 1 • 9811231830 IIMi . i Pit t till` At will- Hilt ir �- linge Illiiiir � � s liliittlirriVM111111411iildi it � . 1,1 ,t41. 1rofltdirtItitilitt, Eltiiiir iiEU �44 ? ifIIIHU' ftit i _ E 4elf 1 8 141 E i. ..hui 1Ft , t4 , i , 1 3i [ Elij�i -P9. EILIV41111ifiLitlififfinq y. Al ; . t! iIllrliqfililliatilvr114i111 1L1ll 1iii1 4 $ SL r - rdt ' IVY 9 AU sill YR! . g � aae iIE.r [ psi F Illy fte Eft i. i� =141 . al, , i , 0_, ,i- ; t k g I a 1 4 g pr - at Air i F li iltttl I , 141 111 lhi 4114 TULIP illltilinWf 11 19i! H I ; • IN 1 . • 1111/ o Adjimedile Ram k oCondominium Rider 0 1-4 feed*Rider o Greenest!Payment Rider Flamed Uidt Deuelopment Mir Biweekly Payment Rider 0 Balkan IRWsr D Rd*boprovement RWer U&mond Hem Rider Muds)hiewatfl BY MONINCI BZLOW,licenewer imeepte and agrees to the term and covenants contained in this&mud" beitrunient and in firgehlo(s)eisatted by BOTOWer aid recorded with it. WHIS•111111k tuna monk ring 0 " (8121) -amass, turg air -rt Gt (Bed) J. um t7ilonnwar CD Wed) 2 -11enewer qr1 el (Beal) -11ormor sm. CID ;,—ym : -• Cr) J. PirrPer•L:Vat s:;,•'•es: Pram Ramo VW Ur llor Asinewledemasal BRATS OP 01M44011 "/:14 7 /.• L Coma*ea I hereby amity that I knew or have eatiehmery(Mims dim LISTER IUD PI= 140) 1111101DA J. PULL • • awed die lasinueset aed aduseededged it to be the free and seigniory act far the wee mentioned' Dated ; *Wry Public*mei, of "41 "0--t.t.41-, My appointment expires reng at 7' J ...• , vmamiffismisattai). ••- • H.e25•Ai, 1111======11111MirairlilatiaL M • • 110 NMI • • • That portion of Tt pooh to•Township23 s quarter-ofNo thi Southwest quarter of the Southeast quarter lying South of the North 330 feet of rth, W.1nd,nest of County.aEast stash said Subdivision and East of the West 345 Subdivision 1f10 feet of AND ALSO that portion of the South 75 lest of said Subdivision lying East of the West 210 Met of said Subdivision and West of the East 160 feet of said Subdivision: TOGETHER WITH and subject to an dement for ingress,egress and utiitbes as worded under Atxhsors Fie Nos.5969934 and 5005653. (This tot A also known as Lot 2 of Short plat No.776004 raoorded under Auditor's Fie No.7904120666.) SITUATE in the County of��Washington_ 2 l%Jr 'y1 CO • • When Recorded Return To: LEONARD PIELE BRENDA PIELE 14309 SOUTHEAST 125TH STREET • RENTON,WA ISM, Escrow No.H-4107 LPS4* STATUTORY WARRANTY DEED Reference Numbers of reined documents: on pat: ofdoartmt Grancor{s):MARJORIE L.LAFRANCE Additional Naas on page of document Grantee(s):LEONARD PIELE and BRENDA PIELE Additional Nam on page of doc unat Legal Description(abbreviated): Full legal oo pate of document Assessor's Property Tan Pared Account Numbers):1021l5•88231-08 THE GRANTOR MARJORIE L.LAFRANCE A SINGLE PERSON for and is consideration of the suns of Tao Dollars sad other good and valuable consideration in hand paid,conveys and warrants to LEONARD PTELE and BRENDA PIELE, HUSBAND AND WIFE the following described rcal estate,situated to the County of Kist,State of Washington: THE EAST 150 FEET OF THE WEST 480 FEET OF THE NORTH 330 FEET OF THE NORTHEAST QUARTER OF THE SOUTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 10,TOWNSHIP 23 NORTH.RANGE 5 EAST,W.M..IN KING COUNTY, CCCYYY WASHINGTON: TOGETHER WITH AN EASEMENT FOR INGRESS. EGRESS AND UTILITIES OVER THE SOUTH 30 FEET OF THE NORTH 360 FEET OF THE WEST 480 FEET OF SAID SUBDIVISION: EXCEPT THE WEST 30 FEET THEREOF CONVEYED TO KING COUNTY FOR UNDER RECORDING NO.3042080. SITUATE IN THE COUNTY OF KING,STATE OF WASHINGTON. Assessor's Property Tan Parcel Account Nrnber(r):I11230S-8231.O6 Subject to: EASEMENTS. COVENANTS, CONDITIONS, RESTRICTIONS AND RESERVATIONS OF RECORD Dated this Eighth day of December, 1998 r WARBLE TITLE,LTD.;-/o87Co MARJORIE L.LAFRANCE J^ y. MARILYN D.NEI.VEY.rO�TIORNI;Y Slate of Wasbingtob L/ o. County of Kist: } I certify that I know or have satisfactory evidence Out rhtILTh D. IXLVIT is/are the persoo(s)who sppares,bcdo•ow,and said prlsoa(s)show that tea signed this iostnur>cat,tmostft hi 'sK autho ,.,to,•• ,� lodged rt as the poirn ,of*RJOrI L. -. .voluntary an of such part cZTor the tawrmyna is. _a "A4 : DATED: _ • T / /� id *_ -.0 000 Loa e. '••.�' ` Notary - In and • the tkaw et Waawqurr, ,11,!, • Milling at TACOMA g warappounimora arena:OI/21/02 n't •Sr d;i r y.5 .-..o -a. ''�`A�►'fry r',,. •. .. .n__:4 - ./ '-.a rf'M'Y'f. �. •'wY�jllr /�/ ! T^�-/ S"—r 5, • • .• ._.!=.41,,7t.1Ma,_-WiYid.-'��yitM.•:•�,ii]�:F:i��_gi1'�C-S�IC1i _�i • - _ .."- • -.•.W-ra.w,-;••.yt•41 vitt �X�w:•�•.Wvi . • • • • • • EXHIBIT'A" The East 150 feet of the West 400 feel 011ie North 330 feel of the Northeast quarter of the Southeast quaver of the Southeast quarter of Section 10.Township 23 North,Range 5 East,W.M.,in IUnp County,Washington; TOGETHER WITH en easement for Ingress,egress and utilise over the South 30 feet of the North 360 feet of the West 460 fed of said Subdivision; EXCEPT the West 30 fed thereof conveyed to King County for toed under Rezoning No.3042000; TOGETHER WITH additional appurWsr t real property.wtntdn attached thereto by °paragon of law as a mull of Decree of court QtMang TW in King County Superior Cori Cause No.90-2-00036.9 es*ed March 19.1692 end the con lawb of said Decree are expresaty i neorpaaled herein by the reference to describe said Additional Parcel. SITUATE In the County of Mg,Stab of Washington ABBREVIATED LEQAt. Portion of the Southwest quarter of the Southeast quarter of Section 10,Township 23 NoM,Range 5 East,W.M. Tax Account No. 102305-0231-06 • END OF ElOBl1T fTl .,-a.;'« . :,are -- ...,...,�.�;savi.�-• -•. - After Recording Return To PROVIDENT FUNDING ASSOCIATES,L.P. PO BOX 5913 1111111111111111 SANTA ROSA,CA 95402-5913 Loan No I312010098 20020130002661 FIRST Mt 1ar�iRIGA1115DT 24 00 PAGS 001/30/21022ttff13 55 KING COUNTY, UA Assessor's Parcel Number 102305-9231-08 Abbreviated Legal Description SECTION 10 TOWNSHIP 23 RANGE 5 SW QUARTER SE QUARTER 'Space Above This Line For Recording Data) V-- CX,CleA DEED OF TRUST 1,y I P.ii>t MIN 1000179-1312010098-0 DEFINITIONS ID'$ Lk-` Words used in multiple sections of this document are defined below and other words are defined in Sections 3, 11, Lel 13, 18,20 and 21 Certain rules regarding the usage of words used in this document are also provided in Section 16 ao (A) "Security Instrument" means this document, which is dated 1/24/2002 , together with all Riders to this document o (B) "Borrower"is LEONARD PIELE AND BRENDA PIELE, HUSBAND AND WIFE Borrower is the trustor under this Security Instrument (C) "Lender" is PROVIDENT FUNDING ASSOCIATES, L P Lender is a LIMITED PARTNERSHIP 0 organized and existing under the laws of CALIFORNIA Lender's address is 10220 NORTH NEVADA ST, SUITE 240,BLDG B ,SPOKANE,WA 99218 c (D) "Trustee"is FIRST AMERICAN TITLE INSURANCE COMPANY,A CALIFORNIA CORPORATION N (E) "MERS" is Mortgage Electronic Registration Systems, Inc MERS is a separate corporation that is acting solely as a nominee for Lender and Lender's successors and assigns. MERS is the beneficiary under this Secunty Instrument. MERS is organized and existing under the laws of Delaware, and has an address and telephone number of P 0 Box 2026,Flmt,MI 48501-2026,tel (888)679-MFRS (F) "Note"means the promissory note signed by Borrower and dated 1/24/2002 The Note states that Borrower owes Lender ONE HUNDRED SEVEN THOUSAND TWO HUNDRED FIFTY AND 00/100 Dollars (U S $107,250 00 ) plus interest Borrower has promised to pay this debt m regular Periodic Payments and to pay the debt in full not Iater than 2/1/2032 (G) "Property"means the property that is described below under the heading"Transfer of Rights in the Property" (H) "Loan" means the debt evidenced by the Note, plus interest, any prepayment charges and late charges due under the Note,and all sums due under this Security Instrument,plus interest (I) "Riders" means all Riders to this Security Instrument that are executed by Borrower The following Riders are to be executed by Borrower[check box as applicable] ( ) Adjustable Rate Rider ( ) Condominium Rider ( ) Second Home Rider ( ) Balloon Rider ( ) Planned Unit Development Rider ( ) Other(s)[specify] (X) 1-4 Family Rider ( )Biweekly Payment Rider (J) "Applicable Law" means all controlling applicable federal, state and local statutes, regulations, ordinances and administrative rules and orders (that have the effect of law) as well as all applicable final, non-appealable judicial opinions WASHINGTON—Single t,Emily—Faanie Mae/Freddie Mac UNIFORM INS IRUMENT Form 3048 1/O1 (page 1 of 13 pages) OOIOWA doc-I1r0I)01 5 19 PM rr OI/24d02305rM (K) "Community Association Dues,Fees and Assessments"means all dues, fees,assessments and other charges that are imposed on Borrower or the Property by a condominium association, homeowners association or similar organization (I.) "Electronic Funds Transfer"means any transfer of funds,other than a transaction originated by check,draft, or similar paper instrument, which is initiated through an electronic terminal, telephonic instrument, computer, or magnetic tape so as to order, instruct, or authorize a financial institution to debit or credit an account Such term includes, but is not limited to, point-of-sale transfers, automated teller machine transactions, transfers initiated by telephone,wire transfers,and automated clearinghouse transfers (M) "Escrow Items"mean those items that are described in Section 3 (N) "Miscellaneous Proceeds" means any compensation, settlement,award of damages, or proceeds paid by any third party (other than insurance proceeds paid under the coverages described in Section 5) for (i)damage to, or destruction of,the Property,(n)condemnation or other taking of all or any part of the Property,(ni)conveyance in lieu of condemnation,or(iv)misrepresentations of,or omissions as to,the value and/or condition of the Property (0) "Mortgage Insurance" means insurance protecting Lender against the nonpayment of, or default on, the Loan (P) "Penodic Payment" means the regularly scheduled amount due for(i)principal and interest under the Note, plus(u)any amounts under Section 3 of this Security Instrument M (Q) "RESPA" means the Real Estate Settlement Procedures Act(12 U S C §2601 et seq) and its implementing to regulation, Regulation X (24 C F R Part 3500),as they might be amended from time to time, or any additional or <0 successor legislation or regulation that governs the same subject matter As used in this Security Instrument, `N1 "RESPA"refers to all requirements and restrictions that are �... q imposed in regard to a"federally related mortgage loan" even if the Loan does not qualify as a"federally regulated mortgage loan"under RESPA (R) "Successor in Interest of Borrower" means any party that has taken title to the Property, whether or not that Cr) party has assumed Borrower's obligations under the Note and/or this Security Instrument o TRANSFER OF RIGHTS IN THE PROPERTY N The beneficiary of this Security Instrument is MERS (solely as nominee for Lender and Lender's successors and assigns)and the successors and assigns of MERS This Security Instrument secures to Lender (I)the repayment of eNt the Loan, and all renewals, extensions and modifications of the Note, and (ii) the performance of Borrower's covenants and agreements under this Secunty Instrument and the Note For this purpose, Borrower irrevocably grants and conveys to Trustee, in trust,with power of sale,the following described property located in the county of KING LEGAL DESCRIPTION ATTACHED HERETO AND MADE A PART HEREOF AS EXHIBIT"A". 1-4 FAMILY RIDER ATTACHED HERETO AND MADE A PART HEREOF. which currently has the address of 14308 SOUTHEAST 125TH STREET RENTON ,WASHINGTON 98059 ("Property Address") TOGETHER WITH all the improvements now or hereafter erected on the property, and all easements, appurtenances, and fixtures now or hereafter a part of the property All replacements and additions shall also be covered by this Security Instrument All of the foregoing is referred to in this Security Instrument as the"Property" Borrower understands and agrees that MERS holds only legal title to the interests granted by Borrower in this Security Instrument, but, if necessary to comply with Law or custom, MERS(as nominee for Lender and Lender's successors and assigns) has the right to exercise any or all of those interests, including, but not limited to, the right WASHINGTON—Single Family--Fannie Mae/Nreddie Mac UNIFORM INSTRUMFNT Form304t1 1/01 (page 2ofl l pages) 00IOwa doe-I I/01/01 5 19 PM PF 0I/24/O2 2 21►M to foreclose and sell the Property, and to take any action required of Lender including, but not limited to, releasing and canceling this Security Instrument BORROWER COVENANTS that Borrower is lawfully seised of the estate hereby conveyed and has the right to grant and convey the Property and that the Property is unencumbered,except for encumbrances of record Borrower warrants and will defend generally the title to the Property against all claims and demands, subject to any encumbrances of record THIS SECURITY INSTRUMENT combines uniform covenants for national use and non-uniform covenants with limited variations by jurisdiction to constitute a uniform security instrument covering real property UNIFORM COVENANTS Borrower and Lender covenant and agree as follows 1. Payment of Principal,Interest,Escrow items,Prepayment Charges,and Late Charges Borrower shall pay when due the principal of,and interest on,the debt evidenced by the Note and any prepayment charges and late charges due under the Note Borrower shall also pay funds for Escrow Items pursuant to Section 3 Payments due under the Note and this Security Instrument shall be made m U S currency However, if any check or other instrument received by Lender as payment under the Note or this Security Instrument is returned to Lender unpaid, Lender may require that any or all subsequent payments due under the Note and this Security Instrument be made in one or more of the following forms, as selected by Lender (a) cash, (b) money order, (c) certified check, bank url check,treasurer's check or cashier's check,provided any such check is drawn upon an institution whose deposits are insured by a federal agency,instrumentality,or entity,or(d)Electronic Funds Transfer Payments are deemed received by Lender when received at the location designated in the Note or at such cother location as may be designated by Lender in accordance with the notice provisions in Section 15 Lender may return any payment or partial payment if the payment or partial payments are insufficient to bring the Loan current c") Lender may accept any payment or partial payment insufficient to bring the Loan current, without waiver of any crights hereunder or prejudice to its rights to refuse such payment or partial payments in the future,but Lender is not obligated to apply such payments at the time such payments are accepted If each Periodic Payment is applied as of its scheduled due date, then Lender need not pay interest on unapplied funds Lender may hold such unapplied p funds until Borrower makes payment to bring the Loan current If Borrower does not do so within a reasonable period of time, Lender shall either apply such funds or return them to Borrower if not applied earlier, such funds will be applied to the outstanding principal balance under the Note irrmiediately prior to foreclosure No offset or claim which Borrower might have now or in the future against Lender shall relieve Borrower from making payments due under the Note and this Security Instrument or performing the covenants and agreements secured by this Security Instrument 2. Application of Payments or Proceeds. Except as otherwise described in this Section 2, all payments accepted and applied by Lender shall be applied in the following order of priority (a) interest due under the Note, (b)principal due under the Note,(c)amounts due under Section 3 Such payments shall be applied to each Periodic Payment in the order in which it became due Any remaining amounts shall be applied first to late charges, second to any other amounts due under this Security Instrument,and then to reduce the principal balance of the Note If Lender receives a payment from Borrower for a delinquent Periodic Payment which includes a sufficient amount to pay any late charge due, the payment may be applied to the delinquent payment and the late charge If more than one Periodic Payment is outstanding, Lender may apply any payment received from Borrower to the repayment of the Periodic Payments if, and to the extent that, each payment can be paid in full To the extent that any excess exists after the payment is applied to the full payment of one or more Penodic Payments, such excess may be applied to any late charges due Voluntary prepayments shall be applied first to any prepayment charges and then as desenbed in the Note Any application of payments, insurance proceeds, or Miscellaneous Proceeds to principal due under the Note shall not extend or postpone the due date,or change the amount,of the Periodic Payments 3. Funds for Escrow Items. Borrower shall pay to Lender on the day Periodic Payments are due under the Note,until the Note is paid in full,a sum(the"Funds") to provide for payment of amounts due for (a)taxes and assessments and other items which can attain priority over this Security Instrument as a lien or encumbrance on the Property, (b) leasehold payments or ground rents on the Property, if any, (c) premiums for any and all insurance required by Lender under Section 5, and (d) Mortgage Insurance premiums, if any, or any sums payable by WASH1NGTON—Single Family—Fannie Mae/Freddie Mac UNIFORM INSTRUMENT Foria 3048 1/01 (page 3 of!3 pages) OO10wa doc-11/01/01 5 19 PM PF O1f2V02 2 23 PM Borrower to Lender in lieu of the payment of Mortgage Insurance premiums in accordance with the provisions of Section 10 These items are called "Escrow Items" At origination or at any time during the term of the Loan, Lender may require that Community Association Dues, Fees and Assessments, if any, be escrowed by Borrower, and such dues,fees and assessments shall be an Escrow item Borrower shall promptly furnish to Lender all notices of amounts to be paid under this Section Borrower shall pay Lender the Funds for Escrow items unless Lender waives Borrower's obligation to pay the Funds for any or all Escrow Items Lender may waive Borrower's obligation to pay to Lender Funds for any or all Escrow Items at any time Any such waiver may only be in writing In the event of such waiver, Borrower shall pay directly, when and where payable, the amounts due for any Escrow Items for which payment of Funds has been waived by Lender and, if Lender requires, shall furnish to Lender receipts evidencing such payment within such time period as Lender may require Borrower's obligation to make such payments and to provide receipts shall for all purposes be deemed to be a covenant and agreement contained in this Security Instrument, as the phrase "covenant and agreement"is used in Section 9 If Borrower is obligated to pay Escrow Items directly, pursuant to a waiver, and Borrower fails to pay the amount due for an Escrow Item, Lender may exercise its rights under Section 9 and pay such amount and Borrower shall then be obligated under Section 9 to repay to Lender any such amount Lender may revoke the waiver as to any or all Escrow Items at any time by a notice given in accordance with Section 15 and, upon such revocation, Borrower shall pay to Lender all Funds,and in such amounts,that are then required under this Section 3 Lender may, at any time,collect and hold Funds in an amount(a) sufficient to permit Lender to apply the ~Funds at the time specified under RESPA, and(b)not to exceed the maximum amount a lender can require under LC,RESPA Lender shall estunate the amount of Funds due on the basis of current data and reasonable estimates of cue expenditures of future Escrow Items or otherwise in accordance with Applicable Law The Funds shall be held in an institution whose deposits arc insured by a federal agency,instrumentality,or o entity(including Lender, if Lender is an institution whose deposits are so insured) or in any Federal Home Loan Bank Lender shall apply the Funds to pay the Escrow Items no later than the tune specified under RESPA Lender shall not charge Borrower for holding and applying the Funds, annually analyzing the escrow account, or verifying o the Escrow Items,unless Lender pays Borrower interest on the Funds and Applicable Law permits Lender to make cv such a charge Unless an agreement is made in writing or Applicable Law requires interest to be paid on the Funds, a Lender shall not be required to pay Borrower any interest or earnings on the Funds Borrower and Lender can agree N in wasting, however, that interest shall be paid on the Funds Lender shall give to Borrower, without charge, an annual accounting of the Funds as required by RESPA if there is a surplus of Funds held in escrow, as defined under RESPA, Lender shall account to Borrower for the excess funds in accordance with RESPA If there is a shortage of Funds held in escrow, as defined under RESPA, Lcndcr shall notify Borrower as required by RESPA, and Borrower shall pay to Lender the amount necessary to make up the shortage in accordance with RESPA,but in no more than twelve monthly payments If there is a deficiency of Funds held in escrow,as defined under RESPA, Lender shall notify Borrower as required by RESPA, and Borrower shall pay to Lender the amount necessary to make up the deficiency in accordance with RESPA,but in no more than twelve monthly payments Upon payment in full of all sums secured by this Seeunty Instrument, Lender shall promptly refund to Borrower any Funds held by Lender 4. Charges; Liens. Borrower shall pay all taxes,assessments,charges,fines,and impositions attributable to the Property which can attain priority over this Security Instrument, leasehold payments or ground rents on the Property,if any, and Community Association Dues, Fees, and Assessments, if any To the extent that these items are Escrow Items,Borrower shall pay them in the manner provided in Section 3 Borrower shall promptly discharge any lien which has priority over this Security Instrument unless Borrower (a) agrees in wntmg to the payment of the obligation secured by the lien in a manner acceptable to _ Lender, but only so long as Borrower is performing such agreement, (b) contests the lien in good faith by, or defends against enforcement of the lien in, legal proceedings which in Lender's opinion operate to prevent the enforcement of the lien while those proceedings are pending, but only until such proceedings are concluded, or(c) secures from the holder of the lien an agreement satisfactory to Lender subordinating the lien to this Security Instrument If Lender determines that any part of the Property is subject to a lien which can attain priority over this Security Instrument, Lender may give Borrower a notice identifying the lien Within 10 days of the date on which that notice is given,Borrower shall satisfy the lien or take one or more of the actions set forth above in this Section 4 WASHINGfON—Single i'amily—Famine Moe/Freddie Mac UNIFORM INS I RUM ENT Form 3048 l/01 (page 4 of 13pages) 001 An doc 1 I N 1/01 5 19 PM !'P-OI2402223 PM • Lender may require Borrower to pay a one-time charge for a real estate tax verification and/or reporting service used by Lender in connection with this Loan 5. Property Insurance. Borrower shall keep the improvements now existing or hereafter erected on the Property insured against loss'by fire, hazards included within the term"extended coverage," and any other hazards including, but not limited to,earthquakes and floods, for which Lender requires insurance This insurance shall be maintained m the amounts (Including deductible levels) and for the periods that Lender requires What Lender requires pursuant to the preceding sentences can change during the term of the Loan The insurance carrier providing the Insurance shall be chosen by Borrower subject to Lender's right to disapprove Borrower's choice, which right shall not be exercised unreasonably Lender may require Borrower to pay, in connection with this Loan, either (a) a one-time charge for flood zone determination, certification and tracking services, or (b) a one-time charge for flood zone determination and certification services and subsequent charges each time remappings or similar changes occur which reasonably might affect such determination or certification Borrower shall also be responsible for the payment of any fees imposed by the Federal Emergency Management Agency in connection with the review of any flood zone determination resulting from an objection by Borrower If Borrower fails to maintain any of the coverages described above, Lender may obtain insurance coverage, at Lender's option and Borrower's expense Lender is under no obligation to purchase any particular type or amount of coverage Therefore, such coverage shall cover Lender, but might or might not protect Borrower, Borrower's equity m the Property,or the contents of the Property,against any risk, hazard or liability and might provide greater !! or lesser coverage than was previously in effect Borrower acknowledges that the cost of the Insurance coverage so 4,4) obtained might significantly exceed the cost of insurance that Borrower could have obtained Any amounts ev disbursed by Lender under this Section 5 shall become additional debt of Borrower secured by this Security Instrument These amounts shall bear interest at the Note rate from the date of disbursement and shall be payable, ez, with such interest,upon notice from Lender to Borrower requesting payment All insurance policies required by Lender and renewals of such policies shall be subject to Lender's right to disapprove such policies,shall include a standard mortgage clause,and shall name Lender as mortgagee and/or as an C=3 additional loss payee Lender shall have the nght to hold the policies and renewal certificates If Lender requires, Borrower shall promptly give to Lender all receipts of paid premiums and renewal notices If Borrower obtains any oform of insurance coverage, not otherwise required by Lender, for damage to, or destruction of, the Prop• erty,perty, such policy shall include a standard mortgage clause and shall name Lender as mortgagee and/or as an additional loss payee In the event of loss, Borrower shall give prompt notice to the insurance carrier and Lender Lender may make proof of loss if not made promptly by Borrower Unless Lender and Borrower otherwise agree in writing,any insurance proceeds, whether or not the underlying insurance was required by Lender, shall be applied to restoration or repair of the Property, if the restoration or repair is economically feasible and Lender's security is not lessened During such repair and restoration period, Lender shall have the right to hold such insurance proceeds until Lender has had an opportunity to mspect such Property to ensure the work has been completed to Lender's satisfaction, provided that such inspection shall be undertaken promptly Lender may disburse proceeds for the repairs and restoration in a single payment or in a series of progress payments as the work is completed Unless an agreement is made in writing or Applicable Law requires interest to be paid on such insurance proceeds, Lender shall not be required to pay Borrower any interest or earnings on such proceeds Fees for public adjusters,or other third parties, retained by Borrower shall not be paid out of the insurance proceeds and shall be the sole obligation of Borrower If the restoration or repair is not economically feasible or Lender's security would be lessened,the insurance proceeds shall be applied to the sums secured by this Security Instrument, whether or not then due, with the excess, if any, paid to Borrower Such insurance proceeds shall be applied in the order provided for in Section 2 If Borrower abandons the Property,Lender may file, negotiate and settle any available insurance claim and related matters If Borrower does not respond within 30 days to a notice from Lender that the insurance camer has offered to settle a claim, then Lender may negotiate and settle the claim The 30-day period will begin when the notice is given In either event, or if Lender acquires the Property under Section 22 or otherwise, Borrower hereby assigns to Lender (a)Borrower's rights to any insurance proceeds in an amount not to exceed the amounts unpaid under the Note or this Secunty Instrument,and(b)any other of Borrower's rights (other than the right to any refund of unearned premiums paid by Borrower)under all insurance policies covenng the Property,insofar as such rights are applicable to the coverage of the Property Lender may use the insurance proceeds either to repan or restore the Property or to pay amounts unpaid under the Note or this Security Instrument,whether or not then due W ASHINGTON—Smgk Family—Fannie Mae/Freddie Mac UNIFORM INSTRUMFNT Form 3048 1/01 (page S of 13 pages) OOI Ora dot 11/01/01 5 19 PM PP 01Q1/02 2 23/M 6. Occupancy. Borrower shall occupy, establish, and use the Property as Borrower's principal residence within sixty days after the execution of this Security Instrument and shall continue to occupy the Property as Borrower's principal residence for at least one year after the date of occupancy, unless Lender otherwise agrees in wnting, which consent shall not be unreasonably withheld, or unless extenuating circumstances exist which are beyond Borrower's control 7. Preservation,Maintenance and Protection of the Property; Inspections. Borrower shall not destroy, damage or uriparr the Property, allow the Property to deteriorate or commit waste on the Properly Whether or not Borrower is residing in the Property, Borrower shall maintain the Property in order to prevent the Property from deteriorating or decreasing in value due to its condition Unless it is determined pursuant to Section 5 that repair or restoration is not economically feasible, Borrower shall promptly repair the Property if damaged to avoid further deterioration or damage If insurance or condemnation proceeds are paid in connection with damage to, or the Wang of, the Property, Borrower shall be responsible for repairing or restoring the Property only if Lender has released proceeds for such purposes Lender may disburse proceeds for the repairs and restoration in a single payment or in a series of progress payments as the work is completed If the insurance or condemnation proceeds are not sufficient to repair or restore the Property, Borrower is not relieved of Borrower's obligatio❑ for the completion of such repair or restoration Lender or its agent may make reasonable entries upon and inspections of the Property If it has reasonable cause, Lender may inspect the interior of the improvements on the Property Lender shall give Borrower notice at o' the time of or prior to such an interior inspection specifying such reasonable cause 8. Borrower's Loan Application. Borrower shall be in default if, during the Loan application process, c-.i Borrower or any persons or entities acting at the direction of Borrower or with Borrower's knowledge or consent L-- gave materially false, misleading, or inaccurate information or statements to Lender (or failed to provide Lender with material information) in connection with the Loan Material representations include, but arc not limited to, representations concerning Borrower's occupancy of the Property as Borrower's principal residence ire) 9. Protection of Lender's Interest in the Property and Rights Under this Secunty Instrument If(a) o Borrower fails to perform the covenants and agreements contained in this Security Instrument, (b) there is a legal proceeding that might significantly affect Lender's interest in the Property and/or rights under this Security Instrument(such as a proceeding in bankruptcy, probate, for condemnation or forfeiture, for enforcement of a lien c which may attain priority over this Security Instrument or to enforce laws or regulations), or (c) Borrower has abandoned the Property, then Lender may do and pay for whatever is reasonable or appropriate to protect Lender's interest in the Property and rights under this Security Instrument, Including protecting and/or assessing the value of the Property, and securing and/or repairing the Properly Lender's actions can include, but are not limited to (a) paying any sums secured by a lien which has priority over this Security Instrument, (b) appearing in court, and (c) paying reasonable attorneys' fees to protect its interest in the Property and/or rights under this Security Instrument, including its secured position in a bankruptcy proceeding Securing the Property includes, but is not limited to, entering the Property to make repairs,change locks,replace or board up doors and windows,drain water from pipes, eliminate building or other code violations or dangerous conditions, and have utilities turned on or off Although Lender may take action under this Section 9,Lender does not have to do so and is not under any duty or obligation to do so It is agreed that Lender incurs no liability for not taking any or all actions authorized under this Section 9 Any amounts disbursed by Lender under this Section 9 shall become additional debt of Borrower secured by this Security Instrument These amounts shall bear interest at the Note rate from the date of disbursement and shall be payable,with such interest,upon notice from Lender to Borrower requesting payment If this Secunty Instrument is on a leasehold,Borrower shall comply with all the provisions of the lease If Borrower acquires fee title to the Property,the leasehold and the fee title shall not merge unless Lender agrees to the merger in writing 10. Mortgage Insurance. If Lender required Mortgage Insurance as a condition of making the Loan, Borrower shall pay the premiums required to maintain the Mortgage insurance in effect If, for any reason, the Mortgage Insurance coverage required by Lender ceases to be available from the mortgage insurer that previously provided such insurance and Borrower was required to make separately designated payments toward the premiums for Mortgage Insurance, Borrower shall pay the premiums required to obtain coverage substantially equivalent to the Mortgage Insurance previously in effect, at a cost substantially equivalent to the cost to Borrower of the Mortgage Insurance previously in effect, from an alternate mortgage insurer selected by Lender If substantially equivalent Mortgage Insurance coverage is not available, Borrower shall continue to pay to Lender the amount of WASHING ION—single Family—Fauaie Mac/Freddie Mac UNIFORM INSi RUMF.NT Form 3048 1/01 (page 6 of 13 pages) ooio..aoc ii 01,01 5 19►M rr 01z4ni 2 23 IM the separately designated payments that were due when the insurance coverage ceased to be in effect Lender will accept, use and retain these payments as a non-refundable loss reserve in lieu of Mortgage Insurance Such loss reserve shall be non-refundable, notwithstanding the fact that the Loan is ultimately paid in full, and Lender shall not be required to pay Borrower any interest or earnings on such loss reserve Lender can no longer require loss reserve payments if Mortgage Insurance coverage (in the amount and for the period that Lender requires) provided by an insurer selected by Lender again becomes available, is obtained, and Lender requires separately designated payments toward the prerruunls for Mortgage Insurance If Lender required Mortgage Insurance as a condition of making the Loan and Borrower was required to make separately designated payments toward the premiums for Mortgage Insurance, Borrower shall pay the premiums required to maintain Mortgage Insurance in effect, or to provide a non-refundable loss reserve, until the Lender's requirement for Mortgage Insurance ends in accordance with any written agreement between Borrower and Lender providing for such termination or until termination is required by Applicable Law Nothing in this Section 10 affects Borrower's obligation to pay interest at the rate provided in the Note Mortgage Insurance reimburses Lender (or any entity that purchases the Note) for certain losses it may Incur if Borrower does not repay the Loan as agreed Borrower is not a party to the Mortgage Insurance Imo Mortgage insurers evaluate their total risk on all such insurance in force from time to time, and may enter into agreements with other parties that share or modify their risk, or reduce losses These agreements are on terms 4..c2 and conditions that are sattsfactory to the mortgage Insurer and the other parry (or parties) to these agreements These agreements may require the mortgage insurer to make payments using any source of funds that the mortgage insurer may have available(which may include funds obtamed from Mortgage Insurance premiums) As a result of these agreements,Lender,any purchaser of the Note,another insurer,any reinsurer,any other entity, or any affiliate of any of the foregoing, may receive (directly or indirectly) amounts that derive from (or ".) might be characterized as) aportion of Borrower's payments •— p for Mortgage Insurance, in exchange for sharing or modifying the mortgage insurer's risk, or reducing losses If such agreement provides that an affiliate of Lender takes a share of the Insurer's risk in exchange for a share of the premiums paid to the insurer, the arrangement is often termed"captive reinsurance" Further (a) Any such agreements will not affect the amounts that Borrower has agreed to pay for Mortgage Insurance,or any other terms of the Loan. Such agreements will not increase the amount Borrower will owe for Mortgage Insurance,and they will not entitle Borrower to any refund. (b)Any such agreements will not affect the rights Borrower has it any with respect to the Mortgage Insurance under the Homeowners Protection Act of 1998 or any other law.These nghts may include the right to receive certain disclosures, to request and obtain cancellation of the Mortgage Insurance, to have the Mortgage Insurance terminated automatically, and/or to receive a refund of any Mortgage Insurance premiums that were unearned at the time of such cancellation or termination. 11. Assignment of Miscellaneous Proceeds; Forfeiture All Miscellaneous Proceeds are hereby assigned to and shall be paid to Lender If the Property is damaged, such Miscellaneous Proceeds shall be applied to restoration or repair of the Property, if the restoration or repair is economically feasible and Lender's security is not lessened During such repair and restoration period, Lender shall have the right to bold such Miscellaneous Proceeds until Lender has had an opportunity to inspect such Property to ensure the work has been completed to Lender's satisfaction, provided that such inspection shall be undertaken promptly Lender may pay for the repairs and restoration m a single disbursement or in a senes of progress payments as the work is completed Unless an agreement is made in writing or Applicable Law requires interest to be paid on such Miscellaneous Proceeds, Lender shall not be required to pay Borrower any interest or earnings on such Miscellaneous Proceeds if the restoration or repair is not economically feasible or Lender's security would be lessened,the Miscellaneous Proceeds shall be applied to the sums secured by this Security Instrument, whether or not then due, with the excess, if any, paid to Borrower Such Miscellaneous Proceeds shall be applied in the order provided for in Section 2 in the event of a total taking,destruction,or loss in value of the Property, the Miscellaneous Proceeds shall be applied to the sums secured by this Security Instrument, whether or not then due, with the excess, if any,paid to Borrower In the event of a partial taking,destruction,or loss in value of the Property in which the fair market value of the Property immediately before the partial taking,destruction,or loss in value is equal to or greater than the amount of the sums secured by this Security Instrument immediately before the partial taking,destruction, or, loss in value, WASHINCTON—Singie Family—Famine Mae/Freddie Mac IINiFORM INSTRUMENT Form 3048 1/01 (page 7 of 13 pages) OOloradoc I INVOI s f9 PM PF 01/24/02 2 21 PM unless Borrower and Lender otherwise agree in writing, the sums secured by this Security Instrument shall be reduced by the amount of the Miscellaneous Proceeds multiplied by the following fraction (a) the total amount of the sums secured immediately before the partial taking, destruction, or loss in value divided by(b) the fair market value of the Property immediately before the partial taking,destruction, or loss in value Any balance shall be paid to Borrower In the event of a partial taking,destruction,or loss in value of the Property in which the fair market value of the Property immediately before the partial taking, destruction, or loss in value is less than the amount of the sums secured immediately before the partial taking, destruction, or loss m value, unless Borrower and Lender otherwise agree in writing, the Miscellaneous Proceeds shall be applied to the sums secured by this Security Instrument whether or not the sums are then due If the Property is abandoned by Borrower,or if,after notice by Lender to Borrower that the Opposing Party (as defined in the next sentence)offers to make an award to settle a claim for damages,Borrower fails to respond to Lender within 30 days after the date the notice is given,Lender is authorized to collect and apply the Miscellaneous Proceeds either to restoration or repair of the Property or to the sums secured by this Security instrument,whether or not then due "Opposing Party" means the third party that owes Borrower Miscellaneous Proceeds or the party against whom Borrower has a right of action in regard to Miscellaneous Proceeds ram Borrower shall be in default if any action or proceeding, whether civil or cnmmal, is begun that, in Les Lender's judgement, could result in forfeiture of the Property or other material impairment of Lender's interest in tr.' the Property or rights under this Security Instrument Borrower can cure such a default and, if acceleration has occurred,reinstate as provided in Section 19,by causing the action or proceeding to be dismissed with a ruling that, in Lender's judgment,precludes forfeiture of the Property or other material impairment of Lender's interest in the Property or rights under this Security Instrument The proceeds of any award or claim for damages that are en attributable to the impairment of Lender's interest in the Property are hereby assigned and shall be paid to Lender All Miscellaneous Proceeds that are not applied to restoration or repair of the Property shall be applied in a the order provided for in Section 2 cv 12. Borrower Not Released; Forbearance By Lender Not a Waiver. Extension of the tune for payment or modification of amortization of the sums secured by this Security Instrument granted by Lender to Borrower or n+ any Successor in Interest of Borrower shall not operate to release the liability of Borrower or any Successors in interest of Borrower Lender shall not be required to commence proceedings against any Successor in Interest of Borrower or to refuse to extend time for payment or otherwise modify amortization of the sums secured by this Security Instrument by reason of any demand made by the onginal Borrower or any Successors in Interest of Borrower Any forbearance by Lender in exercising any right or remedy including, without limitation, Lender s acceptance of payments from third persons,entities of Successors in interest of Borrower or in amounts less than the amount then due,shall not be a waiver of or preclude the exercise of any right or remedy 13. Joint and Several Liability; Co-signers; Successors and Assigns Bound Borrower covenants and agrees that Borrower's obligations and liability shall be joint and several However,any Borrower who co-signs this Security Instrument but does not execute the Note(a"co-signer") (a)is co-signing this Security Instrument only to mortgage,grant and convey the co-signer's interest in the Property under the terms of this Security Instrument,(b) is not personally obligated to pay the sums secured by this Security Instrument, and (c) agrees that Lender and any other Borrower can agree to extend, modify, forbear or make any accommodations with regard to the terms of this Security Instrument or the Note without the co-signer's consent Subject to the provisions of Section 18, any Successor in Interest of Borrower who assumes Borrower's obligations under this Security Instrument in writing, and is approved by Lender, shall obtain all of Borrower's rights and benefits under this Security Instrument Borrower shall not be released from Borrower's obligations and liability under this Security Instrument unless Lender agrees to such release in writing The covenants and agreements of this Security Instrument shall bind(except as provided in Section 20) and benefit the successors and assigns of Lender 14 Loan Charges. Lender may charge Borrower fees for services performed in connection with Borrower's default, for the purpose of protecting Lender's interest in the Property and rights under this Security Instrument, including, but not hunted to, attorneys fees, property inspection and valuation fees In regard to any other fees,the absence of express authonty in this Security Instrument to charge a specific fee to Borrower shall not be construed as a prohibition on the charging of such fee Lender may not charge fees that are expressly prohibited by this Security Instrument or by Applicable Law WA.SHINCTON—S'nrle I-amuiy—Faone Mae/treddie Mac UNIFORM INSTRUMENT horn 3048 1/01 (page 8of/3 pages) tOIO.,eoc u.oiroi<Ia PM PP oun4m2223 PM If the Loan is subject to a law which sets maximum loan charges, and that law is finally interpreted so that the interest or other loan charges collected or to be collected in connection with the Loan exceed the permitted limits,then (a)any such loan charge shall be reduced by the amount necessary to reduce the charge to the permuted lima, and (b) any suns already collected from Borrower which exceeded permitted limits will be refunded to Borrower Lender may choose to make this refund by reducing the principal owed under the Note or by making a direct payment to Borrower if a refund reduces principal, the reduction will be treated as a partial prepayment without any prepayment charge (whether or not a prepayment charge is provided for under the Note) Borrower's acceptance of any such refund made by direct payment to Borrower will constitute a waiver of any right of action Borrower might have arising out of such overcharge 15. Notices. All notices given by Borrower or Lender in connection with this Security Instrument must be in writing Any notice to Borrower in connection with this Security Instrument shall be deemed to have been given to Borrower when mailed by first class mail or when actually delivered to Borrower's notice address if sent by other means Notice to any one Borrower shall constitute notice to all Borrowers unless Applicable Law expressly requires otherwise The notice address shall be the Property Address unless Borrower has designated a substitute notice address by notice to Lender Borrower shall promptly notify Lender of Borrower's change of address If Lender specifies a procedure for reporting Borrower's change of address, then Borrower shall only report a change � of address through that specified procedure There may be only one designated notice address under this Security ni Instrument at any one time Any notice to Lender shall be given by delivenng it or by mailing it by first class mail c to Lender's address stated herein unless Lender has designated another address by notice to Borrower Any notice eo in connection with this Security Instrument shall not be deemed to have been given to Lender until actually received by Lender If any notice required by this Security Instrument is also required under Applicable Law,the Applicable Law requirement will satisfy the corresponding requirement under this Security Instrument o16. Governing Law; Severability; Rules of Construction This Security Instrument shall be governed by federal law and the law of the jurisdiction in which the Property is located All rights and obligations contained m this Security Instrument are subject to any requirements and limitations of Applicable Law Applicable Law o might explicitly or implicitly allow the parties to agree by contract or it might be silent,but such silence shall not be construed as a prohibition against agreement by contract In the event that any provision or clause of this Security Instrument or the Note conflicts with Applicable Law,such conflict shall not affect other provisions of this Security Instrument or the Note which can be given effect without the conflicting provision As used in this Secunty Instrument (a) words of the masculine gender shall mean and include corresponding neuter words or words of the femmme gender, (b) words in the singular shall mean and include the plural and vice versa,and(c)the word"may"gives sole discretion without any obligation to take any action 17. Borrower's Copy. Borrower shall be given one copy of the Note and of this Security Instrument 18. Transfer of the Property or a Beneficial interest an Borrower. As used in this Section 18,"Interest in the Property"means any legal or beneficial interest in the Property, including,but not limited to,those beneficial interests transferred in a bond for deed,contract for deed, installment sales contract or escrow agreement, the intent of which is the transfer of title by Borrower at a future date to a purchaser If all or any part of the Property or any Interest in the Property is sold or transferred(or if Borrower is not a natural person and a beneficial interest in Borrower is sold or transferred) without Lender's prior written consent, Lender may require immediate payment in full of all sums secured by this Security Instrument However, this option shall not be exercised by Lender if such exercise is prohibited by federal law If Lender exercises this option,Lender shall give Borrower notice of acceleration The notice shall provide a period of not less than 30 days from the date the notice is given in accordance with Section 15 within which Borrower must pay all sums secured by this Security Instrument If Borrower fails to pay these sums prior to the expiration of this period, Lender may invoke any remedies permitted by this Security Instrument without further notice or demand on Borrower 19. Borrower's Right to Reinstate After Acceleration. If Borrower meets certain conditions, Borrower shall have the right to have enforcement of this Security Instrument discontinued at any time prior to the earliest of (a)five days before sale of the Property pursuant to any power of sale contained in this Security Instrument,(b)such other period as Applicable Law might specify for the termination of Borrower's right to reinstate, or(c)entry of a judgment enforcing this Security Instrument Those conditions are that Borrower (a) pays Lender all sums which then would be due under this Secunty Instrument and the Note as if no acceleration had occurred, (b) cures any default of any other covenants or agreements, (c) pays all expenses incurred in enforcing this Security Instrument, WASHINGTON—Singk Family—Faa ie Mae/Freddm Mx UNIFORM INSTRUMENT Form 3048 1/01 (page 9 of 13 pages) Ooia.a doc 11/01ro1 5 19 PM PP ni24,02221PM including, but not limited to, reasonable attorneys' fees, property inspection and valuation fees, and other fees incurred for the purpose of protecting Lender's interest in the Property and rights under this Security Instrument,and (d) takes such action as Lender may reasonably require to assure that Lender's interest in the Property and rights under this Security Instrument,and Borrower's obligation to pay the sums secured by this Security Instrument,shall continue unchanged Lender may require that Borrower pay such reinstatement sums and expenses in one or more of the following forms,as selected by Lender (a)cash,(b) money order,(c)certified check,bank check,treasurer's check or cashier's check, provided any such check is drawn upon an institution whose deposits are insured by a federal agency, instrumentality or entity, or(d) Electronic Funds Transfer Upon reinstatement by Borrower this Security Instrument and obligations secured hereby shall remain fully effective as if no acceleration had occurred However,this right to reinstate shall not apply in the case of acceleration under Section 18 20. Sale of Note; Change of Loan Servicer; Notice of Grievance. The Note or a partial interest in the Note(together with this Secunty Instrument) can be sold one or more times without prior notice to Borrower A sale might result in a change in the entity(known as the"Loan Servicer'')that collects Periodic Payments due under the Note and this Security Instrument and performs other mortgage loan servicing obligations under the Note, this Security Instrument,and Applicable Law There also might be one or more changes of the Loan Servicer unrelated to a sale of the Note If there is a change of the Loan Servicer,Borrower will be given written notice of the change ..M which will state the name and address of the new Loan Servicer,the address to which payments should be made and CC/ any other information RESPA requires in connection with a notice of transfer of servicing If the Note is sold and '".i thereafter the Loan is serviced by a Loan Servicer other than the purchaser of the Note,the mortgage loan servicing i obligations to Borrower will remain with the Loan Servicer or be transferred to a successor Loan Servicer and are not assumed by the Note purchaser unless otherwise provided by the Note purchaser Neither Borrower nor Lender may commence, join, or be joined to any judicial action (as either an individual litigant or the member of a class) that arises from the other party's actions pursuant to this Security o Instrument or that alleges that the other party has breached any provision of, or any duty owed by reason of, this Security Instrument, until such Borrower or Lender has notified the other party (with such notice given in compliance with the requirements of Section 15) of such alleged breach and afforded the other party hereto a N reasonable penod after the giving of such notice to take corrective action If Applicable Law provides a time period which must elapse before certain action can be taken,that time period will be deemed to be reasonable for purposes of this paragraph The notice of acceleration and opportunity to cure given to Borrower pursuant to Section 22 and the notice of acceleration given to Borrower pursuant to Section 18 shall be deemed to satisfy the notice and opportunity to take corrective action provisions of this Section 20 21. Hazardous Substances. As used in this Section 21 (a)"Hazardous Substances" are those substances defined as toxic or hazardous substances,pollutants,or wastes by Environmental Law and the following substances gasoline, kerosene, other flammable or toxic petroleum products, toxic pesticides and herbicides, volatile solvents, materials containing asbestos or formaldehyde, and radioactive materials, (b) "Environmental Law" means federal laws and laws of the jurisdiction where the Property is located that relate to health, safety or environmental protection, (c) "Environmental Cleanup" includes any response action, remedial action, or removal action, as defined in Environmental Law, and(d) an"Environmental Condition"means a condition that can cause, contribute to,or otherwise trigger an Envuvnmcntal Cleanup Borrower shall not cause or permit the presence, use, disposal, storage, or release of any Hazardous Substances,or threaten to release any Hazardous Substances,on or in the Property Borrower shall not do, nor allow anyone else to do, anything affecting the Property (a) that is in violation of any Environmental Law, (b) which creates an Environmental Condition, or(c) which, due to the presence, use, or release of a Hazardous Substance, creates a condition that adversely affects the value of the Property The preceding two sentences shall not apply to the presence, use, or storage on the Property of small quantities of Hazardous Substances that are generally recognized to be appropriate to normal residential uses and to maintenance of the Property (including, but not limited to,hazardous substances in consumer products) Borrower shall promptly give Lender written notice of(a) any investigation, claim, demand, lawsuit or other action by any governmental or regulatory agency or pnvate party involving the Property and any Hazardous Substance or Environmental Law of which Borrower has actual knowledge, (b) any Environmental Condition, including but not limited to,any spilling,leaking,discharge,release or threat of release of any Hazardous Substance, and(c) any condition caused by the presence, use or release of a Hazardous Substance which adversely affects the value of the Property If Borrower learns, or is notified by any governmental or regulatory authority,or any private WASHINGTON—Single Fsmily—Fanner Mae/Freddie Mac UNIFORM INSTRUMENT Form 3048 1/01 (page 10 oft3 pages) OOtOwa doe 11/0I COI 5 19 PM PF 01f2W2 2 23 PM party, that any removal or other remediation of any Hazardous Substance affecting the Property is necessary, Borrower shall promptly take all necessary remedial actions in accordance with Environmental Law Nothing herein shall create any obligation on Lender for an Environmental Cleanup NON-UNIFORM COVENANTS Borrower and Lender further covenant and agree as follows 22. Acceleration; Remedies. Lender shall give notice to Borrower prior to acceleration following Borrower's breach of any covenant or agreement in this Secunty Instrument (but not prior to acceleration under Section 18 unless Applicable Law provides otherwise). The notice shall specify. (a)the default;(b) the action required to cure the default; (c) a date, not less than 30 days from the date the notice is given to Borrower, by which the default must be cured, and (d)that failure to cure the default on or before the date specified in the notice may result in acceleration of the sums secured by this Security Instrument and sale of the Property at public auction at a date not less than 120 days in the future.The notice shall further inform Borrower of the right to reinstate after acceleration, the nght to bring a court action to assert the non- existence of a default or any other defense of Borrower to acceleration and sale, and any other matters required to be included in the notice by Applicable Law. If the default is not cured on or before the date saw specified in the notice, Lender at its option, may require immediate payment in full of all sums secured by this Security Instrument without further demand and may invoke the power of sale and/or any other c�.e'q remedies permitted by Applicable Law. Lender shall be entitled to collect all expenses incurred in pursuing the remedies provided in this Section 22,including,but not limited to,reasonable attorneys' fees and costs of title evidence. e7 If Lender invokes the power of sale,Lender shall give written notice to Trustee of the occurrence of cti an event of default and of Lender's election to cause the Property to be sold. Trustee and Lender shall take osuch action regarding notice of sale and shall give such notices to Borrower and to other persons as Applicable Law may require. After the time required by Apphcable Law and after publication of the notice of sale,Trustee,without demand on Borrower,shall sell the Property at public auction to the highest bidder o at the time and place and under the terms designated in the notice of sale in one or more parcels and in any order Trustee determines. Trustee may postpone sale of the Property for a period or periods permitted by Applicable Law by public announcement at the time and place fixed in the notice of sale. Lender or its designee may purchase the Property at any sale. Trustee shall dehver to the purchaser Trustee's deed conveying the Property without any covenant or warranty, expressed or implied. The recitals in the Trustee's deed shall be prima facie evidence of the truth of the statements made therein. Trustee shall apply the proceeds of the sale in the following order:(a) to all expenses of the sale, including, but not limited to, reasonable Trustee's and attorneys' fees; (b) to all sums secured by this Security Instrument; and (c)any excess to the person or persons legally entitled to it or to the clerk of the superior court of the county in which the sale took place. 23. Reconveyance. Upon payment of all sums secured by this Security Instrument, Lender shall request Trustee to reconvey the Property and shall surrender this Security Instrument and all notes evidencing debt secured by this Security Instrument to Trustee Trustee shall reconvey the Property without warranty to the person or persons legally entitled to it Such person or persons shall pay any recordation costs and the Trustee's fee for preparing the reconveyance 24. Substitute Trustee. In accordance with Applicable Law, Lender may from time to time appoint a successor trustee to any Trustee appointed hereunder who has ceased to act Without conveyance of the Property, the successor trustee shall succeed to all the title,power and duties conferred upon Trustee herein and by Applicable Law 25. Use of Property. The Property is not used principally for agricultural purposes 26. Attorneys' Fees. Lender shall be entitled to recover its reasonable attorneys' fees and costs in any action or proceeding to construe or enforce any term of this Secunty Instrument fhe term "attorneys' fees," whenever used in this Secunty Instrument,shall include without limitation attorneys' fees incurred by Lender in any bankruptcy proceeding or on appeal ORAL AGREEMENTS OR ORAL COMMITMENTS TO LOAN MONEY, EXTEND CREDIT,OR TO FORBEAR FROM ENFORCING REPAYMENT OF A DEBT ARE NOT ENFORCEABLE UNDER WASHINGTON LAW. WASHINGTON—Single Family—Finale Mae/Freddie Mac UNIFORM INS IRUMENT Fit m 3048 1/O1 (page 11 of 13 pages) OOIOw,doc-I I,01/01 5 19►M ►F 01/?402 2 21 PM BY SIGNING BELOW,Borrower accepts and agrees to the terms and covenants contained in this Security Instrument and in any Rider executed by Borrower and recorded with it Witnesses (Seal) LEONARD PIELE/J QQ -Borrower (Seal) BRENDA PIELE -Borrower (Seal) -Borrower (Seal) -Borrower c (Seal) . -Borrower c*, I o (Seal) cv • -Borrower a N *Signs as "Borrower" solely for the purpose of releasing and waiving nghts under the Washington homestead exemption laws without personal obligation for payment of any sums secured by this Security Instrument • ACKNOWLEDGEMENTeFt M�\�` Bt% STATE OF WASHINGTON �. �Z► r�SSIO�y�+� l/ County of ki �EI %•m.�b f tnrgqp f z) y• On this day before me,the undersigned Notary Public,personally appeared LEONDANARD P PIELE I11/ . �.?g^O' - BRE LE known to me to be the individual(s)described in and who executed the foregoing instrument,and acknowledged that he/she/they signed the same as his/her/their free and voluntary act and deed, for the uses and purposes therein mentioned GIVEN under my hand and official seal this Jr day of 0-191\l Ll }R-`i Zoo 2 No Public i for the State o ashuigto�ing at ,5eiliZtub - My Appointment expires q/ a- JENNOf ER M. BREW WASHIN,TON—Single Family—Faonk Mae/Freddae Mac UNIFORM INSTRUMENT Form 3048 1101 (page 12 of 13 pages) 0010ra doe 11101 01 5 19 PM ►P 01124.02221PM • REQUEST FOR RECONVEYANCE To Trustee The undersigned is the holder of the note or notes secured by this Deed of Trust Said note or notes, together with all other indebtedness secured by this Deed of Trust,have been paid in full You are hereby directed to cancel said note or notes and this Deed of Trust, which are delivered hereby, and to reconvey, without warranty, all the estate now held by you under this Deed of Trust to the person or persons legally entitled thereto Date en CACI cv ICI C,, 0 N CU O N WASHINCTON—Single Family—Fannie Mae/Freddie Mac UNIFORM INSTRUMENT Farm 3646 1AI (page 13 aj13 pages) OOfoadoc 11/01201S)0 PM Pi OIi24,02 223 PM 1-4 FAMILY RIDER (Assignment of Rents) Loan No 1312010098 THIS 1-4 FAMILY RIDER is made 1/24/2002 , and is incorporated into and shall be deemed to amend and supplement the Mortgage, Deed of Trust or Security Deed(the"Security Instrument")of the same date given by the undersigned (the "Borrower") to secure Borrower's Note to PROVIDENT FUNDING ASSOCIATES, L P (the"Lender")of the same date and covering the Property described in the Secunty Instrument and located at 14308 SOUTHEAST 125TH STREET RENTON WASHINGTON 98059 [Property Address] 1-4 FAMILY COVENANTS. In addition to the covenants and agreements made in the Security Instrument,Borrower and Lender further covenant and agree as follows A. ADDITIONAL PROPERTY SUBJECT TO THE SECURITY INSTRUMENT. In addition to the Property described in the Security Instrument, the following items now or hereafter attached to the Property to the extent they are fixtures are added to-the Property description, and shall also constitute the Property covered by the Security Instrument building materials, appliances and goods of every nature whatsoever now or hereafter located awn in,on, or used, or intended to be used rn connection with the Property, including, but not limited to, those for the n purposes of supplying or distnbutmg beating, cooling, electricity, gas, water, air and light, fire prevention and extinguishing apparatus, security and access control apparatus, plumbing, bath tubs, water heaters, water closets, Icz, sinks, ranges, stoves, refrigerators, dishwashers, disposals, washers, dryers, awnings, storm windows, storm doors, screens,blinds, shades, curtains and curtain rods, attached mirrors, cabinets,paneling and attached floor coverings, all of which, including replacements and additions thereto, shall be deemed to be and remain a part of the Property o covered by the Security Instrument All of the foregoing together with the Property described in the Security Instrument(or the leasehold estate if the Security Instrument is on a leasehold) are referred to in this 1-4 Family c�v Rider and the Security Instrument as the"Property" O B. USE OF PROPERTY;COMPLIANCE WITH LAW. Borrower shall not seek, agree to or make a change in the use of the Property or its zoning classification, unless Lender has agreed in writing to the change Borrower shall comply with all laws,ordinances,regulations and requirements of any governmental body applicable to the Property C. SUBORDINATE LIENS. Except as permitted by federal law, Borrower shall not allow any lien mfenor to the Security Instrument to be perfected against the Property without Lender's prior written permission D. RENT LOSS INSURANCE. Borrower shall maintain insurance against rent loss in addition to the other hazards for which insurance is required by Section 5 E. "BORROWER'S RIGHT TO REINSTATE"DELETED. Section 19 is deleted F. BORROWER'S OCCUPANCY. Unless Lender and Borrower otherwise agree in writing,Section 6 concerning Borrower's occupancy of the Property is deleted G. ASSIGNMENT OF LEASES. Upon Lender's request after default, Borrower shall assign to Lender all leases of the Property and all security deposits made in connection with leases of the Property Upon the assignment,Lender shall have the nght to modify,extend or terminate the existing leases and to execute new leases, in Lender's sole discretion As used in this paragraph G, the word "lease" shall mean "sublease" if the Security Instrument is on a leasehold MULTISTATE 1-4 FAMILY RIDER-Fannie Mae/Freddie Mac UNIFORM INSTRUMENT Form 317001/01 Page I of 2 OO44 d.c 04/7K/0I I0 49 AM rr'-0112402 2 21 PM I3otmwers Initials —_ H. ASSIGNMENT OF RENTS;APPOINTMENT OF RECEIVER;LENDER IN POSSESSION. Borrower absolutely and unconditionally assigns and transfers to Lender all the rents and revenues("Rents")of the Property,regardless of to whom the Rents of the Property are payable Borrower authorizes Lender or Lender's agents to collect the Rents,and agrees that each tenant of the Property shall pay the Rents to Lender or Lender's agents However,Borrower shall receive the Rents until(i)Lender has given Borrower notice of default pursuant to Section 22 of the Secunty Instrument and(n)Lender has given notice to the tenant(s)that the Rents are to be paid to Lender or Lender's agent This assignment of Rents constitutes an absolute assignment and not an assignment for additional security only If Lender gives notice of default to Borrower (i)all Rents received by Borrower shall be held by Borrower as trustee for the benefit of Lender only,to be applied to the sums secured by the Security Instrument,(n)Lender shall be entitled to collect and receive all of the Rents of the Property,(in)Borrower agrees that each tenant of the Property shall pay all Rents due and unpaid to Lender or Lender's agents upon Lender's written demand to the tenant,(iv)unless applicable law provides otherwise,all Rents collected by Lender or Lender's agents shall be applied first to the costs of taking control of and managing the Property and collecting the Rents,including,but not limited to,attorney's fees,receiver's fees,premiums on receiver's bonds,repair and maintenance costs, insurance premiums,taxes,assessments and other charges on the Property,and then to the sums secured by the Secunty Instrument,(v)Lender,Lender's agents or any judicially appointed receiver shall be liable to account for only those Rents actually received,and(vt)Lender shall be entitled to have a receiver appointed to take possession of and manage the Property and collect the Rents and profits derived from the Property without any showing as to the "' inadequacy of the Property as security If the Rents of the Property are not sufficient to cover the costs of taking control of and managing the Property and of collecting the Rents any funds expended by Lender for such purposes shall become indebtedness of Borrower to Lender secured by the Security Instrument pursuant to Section 9 Borrower represents and warrants that Borrower has not executed any prior assignment of the Rents and has c*� not performed, and will not perform, any act that would prevent Lender from exercising its rights under this paragraph Lender, or Lender's agents or a judicially appointed receiver, shall not be required to enter upon, take cv control of or maintain the Property before or after giving notice of default to Borrower However, Lender, or CZ, Lender's agents or a judicially appointed receiver,may do so at any time when a default occurs Any application of Rents shall not cure or waive any default or invalidate any other right or remedy of Lender This assignment of Rents of the Property shall terminate when all the sums secured by the Secunty Instrument are paid in full I. CROSS-DEFAULT PROVISION. Borrower's default or breach under any note or agreement in which Lender has an interest shall be a breach under the Security Instrument and Lender may invoke any of the remedies permitted by the Security Instrument BY SIGNING BELOW,Borrower accepts and agrees to the terms and provisions contained in this 1-4 Family Rider (Seal) c�ylz � r ���� (Seal) LEONARD PIELE BRENDA PIELE (Seal) (Seal) (Seal) _ (Seal) MULTISTATE 1-4 FAMILY RIDER-Fannie MaefFreddir Mac UNIFORM INSTRUMENT Form 3170 01/0i Page 2 of 2 0044doe ow,voI ii ev AM Pr OI/24,02223 PM Loan Number 1312010098 Date 1/24/02 Property Address 14308 SOUTHEAST 125TH STREET RENTON,WA 98059 EXHIBIT "A" LEGAL DESCRIPTION PARCEL A: THE EAST 150 FEET OF IDEE WEST 480 FEET OF THE NORTH 330 FEET OF THE NORTHEAST QUARTER OF THE SOUTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 10,TOWNSHIP 23 NORTH,RANGE 5 EAST,W M.,IN KING COUNTY,WASHINGTON, PARCEL B. A NON-EXCLUSIVE EASEMENT FOR INGRESS AND EGRESS OVER THE SOUTH 30 FEET OF THE NORTH 360 FEET OF THE WEST 480 FEET OF SAID SUBDIVISION; EXCEPT THE WEST 30 FEET THEREOF CONVEYED TO KING COUNTY FOR ROAD UNDER RECORDING NO.3042080, TOGETHER WITH ADDITIONAL APPURTENANT REAL PROPERTY,WHICH ATTACHED THERETO BY OPERATION OF LAW AS A RESULT OF DECREE OF COURT QUIETING TITLE IN KING COUNTY aim SUPERIOR COURT CAUSE NO.90-2-00038-9 ENTERED MARCH 19, 1992 AND TILE CONTENTS OF L^ SAID DECREE ARE EXPRESSLY INCORPORATED HEREIN BY THIS REFERENCE TO DESCIBED SAID ADDITION PARCEL. APN# 102305-9231-08 0 C> - • • 4 f . • fin •Rt.r+ 1 `•••r t.X� '.!d. � �`3- Si*,• • `. '.•� 1 4 . . .'�.. y. 1 . �. 1 ••..�.{r1f`'`� +. • • WL • - .- •1 DODIOATION OF BASEMENT The undersigned owner of the strip of land hereinafter (1?1 described hereby dedicates an easement over, through, under and across said strip of land for roadway and utility purposes together with the right to go upon said premises for the purpose of installing, maintaining, repairing or replacing said roadway or utility lines. The legal description of the strip so dedicated is as follows: ' The south 30 feet of the north 360 feet of the west 330 feet of the northeast quarter of the southwest quarter of southeast quarter of section 10, township 23 north, range 5 east, X.M. , in King County, Washington, EXCEPT the west 30 feet thereof, deeded tc King County for road by deed recorded under auditor's file No. 304.2080 said easement to be perpetual and to be appurtenant to the lands 4 adjoining said strip owned by the undersigned or any portion cr portions thereof heretofore conveyed or which may hereafte- be - conveyed by the undersigned, and said easement shall run with the title to said lands. DATED this 7th day of March, 1959. -"Yr 1,l_`Ltr__LI , , - s • L` C STATE OF WASHINGTON) )SS COUNTY OF KING On this day personally appeared before me Mathias C . Piele, to me known to be the individual described in and who executed the within and foregoing instrument, and acknowledged -that he signed the same as his free and voluntary act and deed, for the uses and purposes therein mentioned. GIVEN under my hand and official seal this 7th day of March, 1959. ,�.,uU y,4. I• , ;�'.'l sc.": y Fublic in and or the State o o/Washington, residing at Herten A , " • 5246438 - ' 1 =: CD aDICATION OF LASP JT L60l14RD A. PIZZA and C=CELIA L. PIYIL, owners of the strip of land hereinafter described, hereby dedicate an easement over, through, under and across said strip of land for roadway and utility purposes, together with the right to go upon said premises for the purpose of installing, maintaining, repairing or replacing said roadway or utility lines. The legal description of the strip so dedicated is as follows: The south 30 feet of the north 360 feet of the east 130 feet of the west 480 feet of the northeast quarter of the southwest quarter of southeast quarter of Section 10, Township 23 North, Range S i.W.M., in King County, Washington, said easement to be perpetual and to be appurtenant to the lands adjoining said strip owned by the undersigned or any portion or . portions thereof heretofore conveyed or which may hereafter be r, U. conveyed by the undersigned, and said easement shall run with `1 the title to said lands. )NO SALE:, TAISTEd this 26th day of January. 1961. R=�;;iC �►• ..ti• rial.— `` 21 1561 • L.. re .-•t, 7.1 l .A1 .• •t e. T ► ( I �jjINY :... ..M . 111••••% r N ) ) SS CVONTY uF KING ) On this day personally appeared before me Leonard A. Piele and Cecelia E. Piele, to me known to be the individuals described in and who executed the within and foregoing instrument, and acknowledged that they signed the same as their free and voluntary act and deed, for the uses and purposes therein mentioned. of Janus ry, 19 GI under my hand and official seal this 26 day VE6N 1. th r�IL. - L� �`� LrrY of Public in and-for the Stat• • of W shington, residing at Renton : : N _ ••••f• •. ., • 1,, , . s. ,,i, 1 A.fr., - • e A, A DFDICATION OF EASEMENT LEON/.RD A. PIELE and CECELII. E. PIELE, owners of the strip of land hereinafter described, hereby dedicate ar. easement . over, through, under and across said strip of land for roadway ind utility purposes , together with the right to zo upon said premises for the purpose of installing, maintaining, rcpairinc or replacing- said roadway or utility lines . The legal description of the strip so dedic.ted is as , follows : The south 30 feet of the north 360 feet of the northeast quarter of the southwest quarter of the southeast quarter of Section 10 Township 23 North Range 5 E.W.M. , in King County, Washington, said easement to be perpetual and to be appurtenant to the lands adjoining said strip owned by the undersigned or any portion or portions thereof' heretofore conveyed or which may hereafter be conveyed by the undersigned, and said easement shall run with the title co said lands. DATED this i/ ' day of January, 1i66. .:� t./1_. a :.� f /. X . • STATE OF WASHINGTON ) ss COUNTY OF KING ) On this day personally appeared before me Leonard i . Piele and Cecelia E. Piele, to me known to be the individuals described in and who executed the within and foregoing instrument, and acknowledged that they signed the same as their free and . . . voluntary act and deed, for the uses and purposes therein mention- ed. • GIVEN under my hand and official seal this // - day of • - • • . o: ►January-, 1966. t, .4 �� ;eitr;)Public ra -in an. for the State '' :� N Washington, Residing at Renton r Q , . r- a ' SHORT PLAT NO 776D04 S•_IA T• R•_N.C. KING COUNTY, WASHINGTON I a t This space reserved for APPROVAL ' recorder's use r Department of Planning and Community Development j .0 Building and Land Development Division U cv Examined and approved this day of • 4;i O / l9/f Manager, Building i Land Develop ment Division in 0 p Department of Public Works 4 � � Examined and approved this Gi day of - !9 f '-' Piled for record at the d roct of: (--___ „' r k_ P- Director Mace (eta 1CH Department of Assessments H • Examined and approved this CTL day of ,1 -A /(- , i f 7/ S no turn to ittt¢,ec Ey AI R Building 4 Land Development Asa °r 450 KC Ad irin{etration Bldg //)` Seattle, Washington 08104 L Deputy Assessor N IP LEGAL DESCRIPTION � f The South half of the Northeast quarter of the Southwest quarter of the Southeast quarter of Section 10, Township 23 North, Range 5 East, M.M. , in King County, Washington; EXCEPT the West 160 feet of the North 110 feet thereof; EXCEPT the West 210 feet of the South 7S feet thereof; EXCEPT portion conveyed to King County, Washington for road purposes by Deed Recorded under Auditor's Pile No. 3042080. Ars 12 I 54 PM '19 RECORDED KC RECORDS • go/3 - 90.E S 40 _ se /O_,z 3 -S - 70.ems - 9128/ i Map on File in Vault Pac. 1 nf Lot /1 All of the west 345 ft. of Sly of the N.E. 1 of the S.W. k of the S.E. 1 of Sec. 10, twp 23 North Range 5. East W.M., lying north of the south-75 ft. and except that portion of the west r � 278 ft. lying south of the north 110 ft. and noth of the south 75 ft., and except the west 160 ft. of the north 110 ft. thereof. Subject to and together with an easement, for egress and ingress and utilities, as recorded under Auditors File / 5989934 and 5005653. Lot /2 All of that portion of the Spy of the M.E. Is of the S.W. Is of the S.E. is of Sec. 10, twp 23 N., Range 5 East, W.M. lying west of the East 180 ft. and east of West 345 ft. thereof. Also that portion of the south 75 ft. lying east of west 210 ft. and west of the east 180 ft. thereof. Subject to and together with an easement, for egress and ingress and utilities, as recorded under Auditors file / 5989934 and 5005653. Lot i3 The east 180 ft. of the de uth is of the N.E. Is of the S.W. of the S.E. of Sec. 10, twp 23 N., R. 5 E. W.M. Subject to and together with an easement, for egress and ingress and utilities, as recorded under Auditors file / 5989934 and 5005653. Lot /4 The West 278 ft. of the S.LS of the N.E.k of the S.W.+ of the S.E.► of Sec. 10, twp 23 N. R. 5 E. W.M. except the N. 110 ft. and except the S. 75 ft. thereof. Subject to and together with an easement, for egress and ingress and utilities, as recorded under Auditors file / 5989934 and 5005653. I g � 9 Short Plat No. ?` 0 Q¢ P^ge of _� . i t 1 i it 1 .✓[i,✓6 ,sy .✓.E-0 .�.v . sEX s_�c. u-s_ 1 - - - , i , ti e .441 r Ofi.V.Ar.e4.4.4..04.rr. 1 • 4.1- r+; I . 3 iii Lor 3 kt Q z'7 f 14 a ti euvcr .r Ts•sli ns K�•• �K - o 64 x �. I f.GG✓OIK Z/0'/I4 1 �7' 1 u u 1.4 r 1 NI C ( s//NF OF,✓11, „ufitII, JE* -sec.%rl•-,f I I .1./4111 1 -("''''l'e i n r 're, r 9,c 55 Map on File in Vault . ,271- 3'// 3 Direction: .6 • I Scale: 0 Short Plat No: 774004 Page 3of H f, DECLARATION: Know all men by these presents that we, the undersigned, owner(s) in fee simple [and contract purchaser(s)I of the land herein described do hereby make a short subdivision thereof pursuant to RCM 58.17.060 and declare this short plat to be the graphic representation of same, and that said short subdivision is made with the free consent and in accordance with the desire of the owner(s). In witness whereof we have set our hands and seals. , d.., Name Name • Name �1'--�--r, �ame Name STATE OF •ASHINGTON'� ss. County of k„J 1 Or, this day personally appeared before ma A" /rc I" 'r p to me ?mown to be the individual described in and who executed the within and foregoing instrument, and acknowledged that r t signed the same as h free and voluntary act and deed, for the uses and purposes therein mentioned. GI VEI( under my hand and official seal this _." �day of it ''''/' r ,19 y — .•k-k . Notary Public in and for the State of Washington, residing-.fit v - . f_N, •fe, (1.'f? aiol ,: STATE OF WASHINGTON1 u. County of ,!t ."' r On this day personally appeared before me /'L r"'c r / / �'-' to me known to be the individual de cribed in and who executed the within and foregoing instrument, and acknowledged that 1/ €-. signed the same as /leek-. free and voluntary act and deed, for the uses and purposed therein mentioned. GIVEN- under ay hand and official seal this /- I day of ///( %"'' -( i- 19 1- �. . Z/% (,� i-471..r/'i" / - 1. ••r• y= Notarr%Public i�?and for the State of Washington, residip9 at • • • • 1 COVENANTS, CONDITIONS, AND RESTRICTIONS RUNNING WITH THE LAND: �+ } Tract(s) , designated upon the plat as a private road and thoroug fare, is described in the King County Comprehen- sive plan as a "local access street or road" and in accordance with the ' standards therein, may be required for future County street, road, or thoroughfare. 1. The owner, his grantees and assigns, hereby agree to dedicate Tract(s) �/ to King County for right-of-way and stree purposes, at such time as said Tract(s) ,� is/are needed for those purposes. A Deed donveying Tract(s) to King County shall be executed by the owner, his grantees and assigns, and shall be deli- vered to King County upon demand. 2. The owner, his grantees and assigns, hereby agree(s) to participate in, and/or not oppose or protest, the formation of a County Road Improvement District (CRID) pursuant to RCW 36.88 or any Road Improvement project sanctioned by King County which is designed to improve Tract(s) 7 and the immediate street system of which it is a part. 401 Timing of the formation of said CRID or other road improvement N project shall be determined by King County. The street improvement authorized by the CRID or other road improvement project shall call for the improvement of Tract(s) y and its immediate street system to at least the minimum Ming County road standards applicable to the CRID or other road project is formed; provided that, in situations where there is a multiple ownership of properties par- ticipating in the formation of the CRID, or other road improvement project, if a majority of the property owners want a higher stanu. rd, i.e. , curbs, gutters, underground drainage, etc. , that standard shall prevail. 4i 'fi kjga-e i7i 'a`7:ir+.itaz.::i•.:s•T.r= a •n_• . ..•....i....... ...+.M1 ry:9aaNitl C` r., MeadowA of Panther Lake 13/°4/�� Agreement04 4k7791 B ` _ a. SECOND AMENDMENT TO AGREEMENT RECD F 4.00 . For and in consideration of the mutual benefits and covenants ;" • - -.4 ooutat:tad herein;•the `' • • ,yf �Paths Loreto do hereby amend arittan•agreao�int ` 11 u ,z � dit*d Septaober 9. 1982,and recorded underRecorder!, e ' '1"-Xing County " szu • rt S .. «J. nit . ,� • Ezh it A;., db4. irreto ski- be substituted in,p •Qr • �` •` - , -4 'Eib atcadied to 'said aigromsent• r`� •'« - .a$'$,.:'" � , e 8�_ . 3 of•-said asr s snt and the first.smsuds t .a- t. , •� t•j �.�.-..••�..M..r- ,b'!It� '...„S y /,..,. , .ir' :i .., �'r .1„i..,:•n4 •ty. r ::C` !•µme .....• . y,.l •` 'fAI'�I'z�a' yy �s�—•"`r i t a.�5• •, --• ('�r'� it. >_��.s • '•y^• • j i ' a 3 [• • STL �•` /4� .f'S` fi• '7• t `'.' S ''. <*' _f . 1�N�M��g�0�1.�� 'r t a • 7 r, ;y. ,. R ' . r ss• 1r t".,. 1410°!"•r i have'•j 1•Y '• 1. A. • �11 l�. f •� ' .' �: r14. ,i; ,' t t • d •-.� . < 1 a.1•-,1 Xr.'+r d' •• - ' `• ,,,,,6_'qt s• •. ('4.y1• r•'vt 1"i'1 7�r 4• - ft -lr .1 •�', ' • • J. . • • • . %. 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' :the o perait/appr• 1 • -,• 1 - -'-'d.,' -I ' fti • , ht- - i.." .. ....rig..4,,,-,;, ip,.--..-- . .... -,-... ....,.....:e. 4.,..' %$••• 11:74.,„1,,,,Nt, i...::ly:...•: hegeby....agree to join in the execution of- a"..petit.1.0n,'--c..:,ri •. • 4....•4 7+1t• -'••:'.•c • .- •.- • .,• .•,•••.- • • tt. •:,••%!•••••••''• :•••••'! '' . • • :••••••t•O-PrOtelitt.,Oil'foraMt.ton of.,a ut.ili.ty local - -• -• k • ' ,-..V•iiI, • . - •-.),-*••-..-• . •-..,,,,,.. .• .•%,•-• PC:POPollos of providing water Mains and fire:hidritn4 ciii4i.- i*-:,..: rV: ,*;tr-'74-z:- ;:,t •,(11'i'.',,''s-t'::'-r‘" i'...• -.:., • . ••- y.!•!4,. ,.. ‘...• ,..1:1-,•••-•..".: ''.2.•... . ...i.,p6"VIZ•1.1` .' .../.....:-.. . =..;,,p4,,i ,,ei,.: 1:1,.kriA.t.t.V: :‘t '"• V-111- Applicable Xing County standards. For this.purpoiw1 ''' ' . • • ..;',...,1;;_•!• ...s..i: ,i'•,•1.•••Sie;4 1 ",••sk•: `.`.... • s •....f,',1•4..c.,•4 754,..0_,...T. /!..•4 ...y.,,,,t„:47...;..*•:r.,.:...... ... ,__ ^4, 7:40iithiv..tielgnite the manager of the public water d.istriat- :"•''''rrt• . • ,.. . -., - , .i.\ -- e-.14 ,,,,••4./. ..‘af4tAXA .,. , It•for the local improvement district as our mgintifi:4d,..),.'"rt-• "",,tb • ..'llf • .;e• A,',,,....% h...:-.--.:,..'' ' '..• '`,,,V, :- ..4-•g 411thOt i to sign a petition pursuant to RCN 57.16 060 on 4 .,, , ,,. ....: . ....,,,,.....„.„•, . .,.., , . ......,.... ,..„..evi'• .. -. '4/10/10..,...?To 4- . ,‘.',. 4. •• •..• • • 1-:-.. ' ...,:,• ..r ''..‘?"•'-or:'-.4.•,' .. •'',:'bohais • , , . ".•.--- -..:- ,r-' -../....-,,,-.. --.. •• V. ...... : .., •.. „..,.,...,,rs.,.:„..,..,...: . •...... ,... ,. . or ,--,,r , - -., •-...?VC '. , 1.; , ::e-jtjA •. .' ... , • . . -. • .;F • 1. • M • :I i, • 83/06/14 *1032 E �1010) 'NIX RECD F 6.00 `f NO113313 R A40. 8 KING COUNTY WATER PISTRICT NO. 90CRSHSL » *6.00 in Nnle.� C•lH L 8 oh *I Th I ii401KING COUNTY, WASHINGTON :'l J.'1H l t:illblJ???; AGREEMENT FOR TEMPORARY WATER SERVICE _ THE UNDERSIGNED ..RO$ELT M /' /e(/ 7-11 `P/EZ-� il• (husband and wife) , owners of the following described zeal property in King County, Washington, to-wit: (i-isert legal de.cription) ,171744.,d ,• For and in consideration of King County Water District No. 90, King County, Washington, hdreinaiter called District,granting permission "'; to connect a private temporary water line to said property, does hereby 1 • agree as follows ; i 1. USES: Water Service shall be for one single family home: : . A. 2. EASEMENTS: The Owner shall obtain from others at. his sole cost , all easements which may be necessary for the installation of the temporary service line; and if required by the District as part of the consideration for said permission, the undersigned shall grant and convey A to the District easements over, through, under and across the above .r described property for water mains and appurtenances for the implementation of the comprehensive plan or for the improvement of the water suly of the system of the District. pp t 3. COSTS: The undersigned agree to pay the following coats: a) meter and service installation charge7.T.0' • b) general facility charge - $ *I,3)oDi oe '_' : , • c) special temporary service charge $a,7 .o� t J These chargges must be paid prior to the District providing any service. ) (installation of meter, et cetera) d 4. TERM - LENGTH - OF AGREENE'fT: This temporary servi^e agreement, ,, , and the temporary service provided hereby. shall terminate at such time . r; i as the District has permanent water main service available for the property4 ;: here in question; PROVIDED, that the undersigned shall be entitled to ., thirty ( .0) day8' notice of the termination of said agreement. � .e 1 •-;•'';:„::! ►�Do+d t Fier' i'.' f _.,It.. Attorneys at Law j • 3204 Auburn Way North a •..h..... ei..i.t-....- 4 oorV 1.4 t ,,,,- U 1. • 5. PERMANENT WATER MAIN: At such time as the District has ' available to the undersigned's property, water service from a permanent main, the undersigned shall connect to said main; and at such time, pay to the District the prorate cost of said main which is properly allocated to his property and shall further • pay the cost of moving the meter from its original location to connect to the new water main, together with the cost of connec- tion. It is agreed and understood that the cost of such future main shall include the installation and construction expense4 ; said main, the Distric • ts administrative overhead charge of of % the engineering and legal expenses attributed to silluch main con- struction; pursuant to Resolution No. 262, Resolution ! o. 352 .';. and Resolution No. 357. 6. ACKNOWLEDGEMENT OF r ' {� PROTECTION PROVISIONS: That attached hereto is an acknowledgemerit by the owner--applicant that the to the King CouunntyaFireaCodeservice Ordinances iny providing rovidingsadet with flow for fire protection. p g quote water 'f 7. TERMINATION: If this agreement is not fulfilled by the undersigned within ninety (90) days from the date of its exe- cution, then the Agreement shall become null and void and the application fee, to be distinguished from the costs provided for in paragraph 3 above, shall become the property of the District and all rights of the owner and/or undersignedft s' be terminated. shall br._ ' _ t. 8. TITLE - PARTIES BOUND BY THIS AGREEMENT: This agreement _ 'shall be a covenant running witty the land and shall be bindings "upon the undersigned, any and all successors in interest, .heirs, personal representatives, assigns, rentors, and lessorsk:''', •.,.. f ' IN WITNESS REOF the parties have executed this ,agi`e+emer1 v x the ill' day of va: . , r , •4A.., OWNER '„, .. ?,.,,,, ` ; KING COUNTY WATER DISTRICT NO.90 1 •: .. DISTRICT 41 _. ,$ - ': i . :....`.6 . :t:X ,J. • fi• STATE OF WASHINGTON) - ss J`�/ County of King .) .;' t day �erspnally appeared before m i �7 1��i� , to me own o e e ual s described in an who executed the forel�ing 3 instrument and acknowledged thatsigned same as4y„',� free and voluntary act and deed for the s and purpose¢ erein mentioned. f ^ GZ1► H under my Nineand official seal this , • . to.‘ , / i...-,4.1., , -*. '4•-•'.... ..''.- •••' .i the S a - o c`r. , residing at r s : "4 4•-'.•• r''j �1 v. 4 .1;t STATE OP WASHINGTON) County of ss r?...',': King . ) On his y personally appeared before me 3 A.. ' 4/4 �'4"1-- pA.e.[- , to me know to be the President and Secretary respectively of KING COUNTY r1ATER DIS- . Y'1 I�' TRICT 90, and acknowledged that they were authorized to execute 'AWV-7' the within instrument on the District's behalf, that they _ - � ' ' ' '-'' execute same as their free and voluntary �. .act and deed for the uses and purposes therein mentioned. GIVEN under my hand and official seal this 'j dax,•of MIty 1983 oov, 1 5;, 6 N')TF.RY PU LIG #[, nd'To 7re PI;a a •• 10- the State of Washin$tRf�'" 1 gr • 4. ?�at 0` r '�` 'y residing !9S/i' S'� O . -.4 r . s �k . .. �3- �, _y_ TX -id: y5 •4 _= /�; • • • . • •• ,.....h.......v -. - *•., �•" • Ii s m o ,,e A. s3's - .ro tsar A 40!°1a:::A 4 • dV /n o/� s'f ! ��,Sr :4,Se �.(f , •kc 'o•!3-S ::N•-,_o TwtAc r iC mweW. co•o< < At• Am/ yi,r•" .1sss s.a ,o ld•.I • k, •° o x 'i , : . y J {9`'. v 1n u• s 270'p 1 , - ,® 11 L . se..r„v.It r J • ..! . , „ .. , .4 . . s. 0 .1 4.. .4. Cril • .,•'• ' I • .6 A %.• • • in . • 1 , ; '.: • !Z1 o 4- I5c' • r --I— . A!-, Sr a io•:3-.S . • )4 fi '7 n 0,• � O a •4t II -,S I •'••,, I G Map on FHA in Vsalt ,4Ys 31. N W "/7 ,- .2;L,E M.;,'Ems, „0 LEGEND 4' S E 1/4• KING COUNTY of SEC. io TWASHINGTON P.23 N.,RG.141. 5 E.,W.M. 2. +FOUND CONCRETE AgT1UME NT SE 1/4 SEC. 10 is MONUMENT IN CASE • FOUND NUB IN CASE SN•Ity!-[ i{I{.){ • u [At[M[Nf • -� FOUND BRASS PLUG a ID )• CAP ON moo.NW(.10 • -$-FOUND PK NAIL • I DEER IN►ATOM l_♦FOUND HARD NAIL {)1 GO '{FOUND TACK IN LE AD of 1 . W)(2My aIliniI nD FOUND WOOD STAKE ^U XM •D(,AIIN'I01 TO SCALE D FOUND IRON PIPE �O 2 + • SET CAPPED IRON PIN R •�SET TACK IN LEAD a tD R • S b• SET2.x4 WOOD STAKE • SET2•,2'WOOD HUB 1 170$!wOOD FRAM[-S[l RNER MAfi DISC •• NN•b'!1•M 2617.6/ • • IN CORNER Of]'NION DESCRIPTION. / ORNAM[R7AL FENCE TMA7 PORTION OF 7N[ SOU TN[AST § / - Af/NAL1 DRIVE . I DuART[R OF TN[NOR7Mwt ST DYARTER II// ]7!!1 I OF 1N( IUTN[AST OF SECTION - 1O,TOWN fNi►])MDR N,RAM4[![A[T, 'Y �,-��,L•f•01'OE I I 1 t)1.t. N, W [�BT'� \ M��� /'NINI MU PENCE`♦ r•)t.•, 1///��� LING WUTN[R51 OP A IIMC RUMNIMO • _ 1 I. • I NOR/ A POINT 270 FEET SOUIN Of IM[ N ~O~ _-_ .'.. - _ ``•� 2.N�,r.>...-23.34 ` 1{001/ (�-.1{/{/. MORI N[A fT CONIC*O/ 10SA.07 SWDIV If 10 N. Y �O - _J1OIRl IppD�• LAWN I [M — [tC[PT INC IOUTR ]00 PUT 0/1N( - 6�M D /'....DI ROAD/ 0 ••I w[fT ISO F[[T 7M[RE01 AMD10C[►1 1 111.01'OIW / I t7/.t0 `{ TN[wit? )O FEET THEREOF CONY[T[D —1 � -- - nJr ii.Ot 10 RING COUNII FOR ROAD PURPOSES IT RE Cr 1IrNi 1SOO!/^ems` I1 J`I .:'' DEED RECORDED YMD[R AUDITOR'S FILE `an' 1•NI•N WIRE FENCE I M710 NO 10141t3 f •��w'111GN WOOD 1■ -_ I 1 I 1 NI R000 IENC[ 0 fy{.tCT TO FENCE / 1 [ASLM[N/ PROYIf IONS pSCI Of(D S1 \\\ Ilk IAwM I �/I *.. IM ST RV M[M T. W VIRILE I hRPOi[ fLOP[f,CU,i•FILLS "•fL['D[TAII I DICE I IS AFT DJ ECIS PORTION OF TM[PREMISES Z I ADJOINING TN(STREET OR ROAD W RE CORDING NO )D7{){7. L )N + 411111 I01AL PARCEL •1{1,4)0 SO F1. , � , s - [ATlMLNi: )1,{fS SO FI A O.,AC R[t BEARINGS: RCAN - SAS[D ON/N[SOWN LINE OF TM[ ■ • S(114 OF SCC.T0.T2)N.R{I.Wm ,,^11 0 SEARING N0S•20'f!•w —hi— Z , + N I. 0' 'A (i(:;;; ;;,) IN. ^ O E R` ` 0 , �.•NIMI W000 F[Mtt l )p' NEI•20•,R•w - - �_ 1RL1• �, 0 AUDITOR OR RECORDER'S CERTIFICATE SURVEYOR'S CERTIFICATE SURVEY FOR: //)� rasa No MoreM _ Soya __._.-,IR_r_ .-IS 0. 4"'f,a, COMMONWEALTH LAND X [ I w ._.-r EW1w4{• .-_-_ •b 1.OwR1 E1 Tr me mIRIO[Ro M w.survey nude w nC sr WOW WOK ROSo R IS[Ci�L•S INC. &T ay •.n{RIMrs.•1 .1•SRr•S•RnSi(,ma TITLE INSURANCE COM PA N Y SLB P An•Ow��• 9UiN,ROEO i HITCHING!,INC. a•RR DF INN COUNT *UPTON M pWS10M OI RIC0110t•CLICT40NI CDMMON W[' • gyp+n EMI.lt�_ /1 •• /. / CW,LE2+ciINEERSILANOSURVEYORS N.M. 4 -22-198S8061.00 Courtly A.M..el L( JL \- SEATTLE.YWSIIINOTON 323-4144 awed R11 rm. 1:4:41 . t . i planunert a RRlnls Cell i ND ] I S A.H 1'.5d t1 1 • ROAD MAINTENANCE AGREEMENT / 'Ma agreement is to define the access road inprovenent and maintenance Ic respaisibilities of properly owners being served by S.E. 125th Street with ,a private access road which connects 142nd Avemte S.E. The undersigned owners, on behalf of thoreclvcs, their hairs and assigns agree that they will partici]ute equally with each other for uuintenance cencerning One said road. The undersigned owners agree that they will maintain said road in a reasonably good and passable cotxlition at all tiara. Note of the under- signed will camtit the rest of thins or the lands described to any obligation or expenditure concerning said road without the unanimous consent of all the urxlersigttetl, given in writing, prior to incurring obligation. This agrearent shall be binding upon the undersigned and their successor owners of the below described properties anti the rights and obligations herein shall run with said land until the maintenance of said rood is assured by any public agency, at which tine this ayrcunent shall auto- 1/1 xntically teruuna.e. The rights and duties herein shall bind these p parcels of land t+hidh are described below lxside the signatures of each r"1 of the undersigned. Legal Descriptions of all properties involved is attached CDhereto and incorporated herein by this reference thereto. CDDated this 18th day of JUNE . 1988. 2) Signed by the property owners using above said roodi Current Property Owner PARCEL "A": ,RUTH FIPER Current Property Owner PARCEL "8": ,RICHARD & SHIRLEY BRAY i m Current Property Amer PARCE(. "C': ,LESTER & BRENDA PIELE E" Current Property Owner PARCEL "D": BEVERLEE MOPE BACKER \, Current Property Omer PARCEL "E": IBLAINE & JOAN MATKIN l,. , al 1 : Current Property Owner PARCEL "P": ROBERT H. PIELE . .� I Property PARCEL "G": t1-lSfl'• Current P t e�her .HENRY LRf r• •-- 3{- .10 r ShX?tAltJt : l RIICCJt�ARD 7 (C) l —r�fi� z. ^��/ ST P LE VER .MA YE BACK (E . O N IELSEN—W N 4.a. BLAINE (F) RT M. P [ � 7f1/41.110.(,• M"'"441 1 STATE OF 7745.4 � }b. County of // -. + On this /// day of --.4',2 f' 1, A.D. 19, P before me,the undersigned,a Notary Public fit" and for the State of ,���y 4 >G)'z �i duly commissioned and sworn erwnall J / p d �r !&a- r p�S'•p��Ej�E .� �r RUTH FIFER, RICH ARD i AY �'Y "Alcfwwn Go ' d-3 f�'d 6 f E BACKER, BLAINE b JW1N MAir e,, HENRY 6 LAV} . to me F the m nW ua ern to and yr o executed the foregoing instrument• and acknowledged to me that. ..he ,signed and sealed the said instrument as41..r=free and voluntary act and deed for the uses and purposes i therein mentioned WITNESS my hand and official seal hereto affixed the day and ye this certificate abov 'teen. l wary 1>egi.,in /e�(td(,-1y t6<) ute at ' �.(t�yj • ' residing at !/�,J&•{1 . S)4 - . (Acknowledss.<at by Individual. Pioneer National Title Insurance company Fenn L 20) 1 ll Page 1 of 2 ) smasmemmiassiwiffeal M1C':na N.W. 1/4, S.E. 1/4 OF SEC. 10, TWP. 23 N., 5 E., W.M. 0•14.a 1.E 10.1. AIT 0,04r(0tl �a[ M.3•0.R31 W.a. 4.44 4.s.f1 WMRMCZ•0.W�~ •Iq.a14.N.A earl 2.0 r((1 KING COUNTY, WASHINGTON ^/ ...,..a 1.4 na.RAS,C .a SAC Scow. Z L ... l•CL•l NI Salo p°r(11 a M Iffl 1•° borc0. .O t.a*T IN KIT 30 raI MR(°I C0.4(3 to.Y. COLA,?100.0.0 NI.0111 IT MID Il Ca,O(0 wait A,ro1003 rA11L0 30,1143 "w..(1',a..a.0 11`O.c-1..c i wMelu a S 89'04'08n W OlSC•W(0•s ra.C.1 4 wo9C�6 ,� / CO•141 04 AT 1,4 WA0.411 C44 1(1 a SAD 1.4110.14. 1\ I..C,110•1.111/ IS'RSC•R1.••I(tl OAa•C M?O00 'ACT Le( 1440r 10 NC 30,441 Caws.a M RST 1t0M TIT ♦ a 3...0 3.3.1.•31 d.AARA a M'WANK ST ItUMR.a M /( SOU,.(AS1 11(T(A, }( A CO. L•C L•ST 0 ulo•ST C /ITT.•4a10•Non =8� ` BEARINGS [! Imo//\` 1-----..: 00411 UO L.S I A S OAST 300 Calf•Afte.0 M Link CONL0 a 1,4 3..600 1111 a SAO SCUM ASI°UMR. I .- Z a T.(.0.0S,CoAARA a M SalqAST OUAAI(.,AS 7J p• K.C.A.S. BASED ON THE SOUTH LINE OF THE S.E. 1/4 A4•LARD.a•0 T.(AS1 a(.M•Ia.10 T.NaMRr ' .•JLO.c•l4.a•.4(As,lK Or T.11331 N000 rt(1 a OF SEC. 10, T. 23 N., R . 5 E., W.M. BEARING totNar.(AS1 OUAATtI.Cr a.Sw1,0 TIC°u•.RA a s0o • N 88'20'S5"W. I...1..(.sl a.•.R.a KCAL:.11 10 AND T.IAU(.o.,a W I50.05' • iO ra...:t.4.C3 3OU1.C 10.1'Rft•et M .4.•o • GRAPHIC SCALE A Soo.•QOWAI,W 10 fw fwin L.a M 10,MA31 el m (Io ODUR a tot oraR tr ou cAM AA, a fa.MNl ou.ARA OFN N 88'20'19' W x .4 . • l a r T. 03 ..CI MAN N011' ISO.M ITIT MONO HADOUOKS l ON - 818 - 10 1.t•ray.(AS1 C0.40 a M R N 1t 3 300 MT a SAD 0.- _ we(AS,a.. a NC w11N.10 arrARR a 114 1aMAs 11 00A- SET REBAR in I(•Cr StCl,a•10 1.N♦Cl.001..M1113'IASI 1 N ILLY MONO lot .. Y CAP (./Rl)• _ 100 J • . A*masc.,.a 1•(LAST l.[a LAST SAD MYO SLa4 .TO A I 1 M. p a 00 ID a T.C.K."wan•Mr„ As,s,foal M T.1.1t.DENT a Mw.IC,I.or.3 SOU.snow'to,Isom NV 10 NI 1 1 ISO' ry Not POW a ISGA.I.Ic. L\/• n NJr • ..' . 0N•, 04 54 a SAO Sa MAf1 aAARw o O RA a M tOUM Afi OUM rtA MSQMD o AS rRLON. 'f�A 22647'O� �0) CO..[K.0 AT M 101M .C.•ST C01 a SAD .40049.at TNMa N • ..0• t1M11'.31 11 44 MI•L0.0 114 SPATUt Maa 0 TN 8 Illr 10,.(SCOINERIK•S,COINER a Nit WS,18OM MI a Ma SAO lty- loll WMR•a lot Na1..01T 01MR0 a M SOUMASTZ lR - CrUA•I(•; MN t•a SW. •1T MTri•(ASI 30001 T NC.•Lot 2 C01.4C1e0 LAtt SA.0 5O.MA5,COINER A.D M 110MAS1 COMP CV - ; • a tot YOU.100 rttl Or MC 1OUM•SI*AARR a M .O.NRST°U•11R•a M SOUMAS,0,N.RA.AS 1I(•SA1(0 FACING 111 1N(IASI Ur(n(K0.,O hit NaMR••I.* IC O •110N a TA(Alt r al Le(a M 0ST NO03 rttl OF 1.(1441.(•S1 WMIt.a M SANO(sl WAR.Cr SAD 10U1. 411 OUMH•a S(C110.10 meSi COR.,in eV,S.E. 1/4 11.( The PONT Cr 1800..0. 30.13 SOUO,13711'lS'IASI AN N.M. 1/4,S.C. 1/4 N rauSCE DETA*. NONONCK SNO.R0 N OU.OKA1O ,0 SAO I LIC a OKM./TIA3T �+ OUM1(•a Mr.MARS?OUAARA a TNT10UM•ST OUMR.a C,p M .IO 1.4.C(SOU.I170'14'EAST III.34 MT ALONG f.D t .let TO SAC 30UMN1 C0.(A WKLY. N NaN. 150.05' '^ 331.30' S 89'17'26" E 1 Mlrlt'(Ls,too Nil 4L010 T.(AST lot Mlla,4(Na COST.REBAR A CAP oral.111r„•wit,1114 rttl 10 11E TWA Pc./1a 1t0M.IS PLR CDR SIRAT S 88'20'19 E 481.44 10M1.••I.T.Na.01(-11•0 or M mRAO.w°010.f0 (TIP) MO.(•,r,M RST 100 FM OF M 10.0.30 FIT OF T.10,._ (A3,0U• NOTE AREA ARR a T.00IN•ESI ONMT(A a M 10UMAS1°UMRR a SECT..10,100I90R 13 IKON.11.01 1 IASI.am...AAW -. - rC(l1.(•[a.u4....410., Mat NE 0(31 30 rtfli ONATIAV o 10 A.03.1,ICNN SO 30 30 (BOUNDARY CONTROL PERFORM()eV(*R.N.M 1666,AS SHOWN TOTAL PARCEL 2046e2 SO.FT., OAO 1OM A T OM WOOF I(COR •°orlaw.)30N)FM 1.3.0 • ON SURVEY RECORDED N e00r 60 Or SURVEYS AT PAGE 230, 4.61 AGES • S.E. CDR. S.E. 1/4 MP A ..[NL(101.0.•11. RECORDS Or KING COUNTY.WASHNGTON: THIS SURVEY REFLECTS N.W. 1/4, S.E. 1/4 SUBSEQUENT OWNERSHIP CHANGES. • k' Waa.•0AI(Y A• . AOMl11N, i ,8.5' �-QO g �RK OaMIY LC.C.N0/D-3-10°)1`1.. R / - A A A I R u.Y T EWE STAKE w>Y r T2.9' N ••. B .Oa il'11 (TY ) &E1N -L 141 ALVA•CAA(TM. S lot It 1/4..•.1/4.S.C.I/A • (a0 PA01•511TY LAC DETAIL • EMI Led a IA St.I/4 (AST L.•.330' (•S,LAW R ••OT A.t.,/A, , AI ,/A,St I/4.Ut.1/I 1R 1/4,u.1/4 A0 WAIL 1. AUDITOR'S OR RECORDER'S CERTIFICATE SURVEYOR'S CERTIFICATE A.......,..0 , RECDaO or wRVEY roa. rb0 la I•CorO ItO, _ _A. O,16_-_01_--4. iI11.Tfp COITKIIy I.04100I•° 400403 Too•Or,^ % MONTE MOORE 6•••-_ ,S.r.aT1 Peq•___•, lM r•..••1 el .N.,e1. 1ny tA.cten N eenlerrr,onc.•iln In•.•- 1111,1eBUSH,REED 0.NTC/M(GS.NC. wr•rn•nt•of Ue Sonar R1rsr°in9 ACT al tn•r•-COUNTY AIXRTOR G dMS.W a RECORDS It ELECTIONS (Neel of Male Moor•In Matn el 1992. BUSH• ROED It NITCHINGS• INC. DRAWN BY Etc DATE MMCH 1091 JOB 6e061 01 '��"" CIA.ENGNEERS t LAND SURVEYORS W(4441 4. 4•12 12SEATTLE. WASHINGTON (206) 323 4144 •`v//^/'lY/^y,^\\ I:CAJ MA, COUNTY AUOITOR OR SIIPT Cr RECORDS MWAM A.HICNOX Cerurlco(.No. 24737 0•t• CHECKED BY WAH SCALE: l'.50' SHEET I (r I O EN • Filed for Record at Easement No.: 10-23-5-12 the request of KING COUNTY WATER DISTRICT NO. 90 Project: SE 125TH EXTENSION 15606 S.E. 128TH STREET .. 1 RENTON, WASHINGTON 98055 EXCISE TAX NOT REQUIREDKin RUTH L. FIFER °c°aeoord'0N�`On 14325 SE 125th Street BY Devitty Renton, WA 98059 ' _.- AGREEMENT FOR EASEMENT APR 2 0 1995 Kit,' r,El' THIS INDENTURE, made this 4" da of April 95 -- - Y , 19 by and between KING COUNTY WATER DISTRICT NO. 90, a municipal corporation of King County, Washington, hereinafter termed the 'Grantee', and RUTH L. FIFER -end- ., hereinafter termed the 'Grantors"; WITNESSETH That the said Grantors for ONE DOLLAR($1.00)and other valuable consideration,the receipt Cl of which is hereby acknowledged by the Grantees,does by these presents convey,grant and wi warrant unto the Grantee a perpetual easement for water mains and appurtenances under, IP U through,above,and across the foliowing described property situated in King County,Wash- ,et ington, together with all after acquired title of the Grantors therein, and more particularly 0,1 described as follows: r! 113 0 The North 10 feet of the East 180 feet of the South half of the Northeast quarter of the Southwest quarter of the Southeast quarter of Section 10, Township 23 North, Range 5 East, W.M., in King County, Washington; ALSO KNOWN AS Lot 3,King County Short Plat No.776004 Revised,recorded under Recording No. 7904120866, records of King County, Washington; ` TOGETHER WITH any interest in the North 10 feet of the South 30 feet of the North ;�_ 360 feet of the West 160 feet of the Northeast quarter of the Southwest quarter of i the the Southeast quarter of Section 10, Township 23 North, Range 5 East, W.M., in King County, Washington; LESS County Road. The Grantor warrants that their title is free and clear of all encumbrances except: >. XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXY.XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX 111 XXXXXXXX X:,XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX.Y.CXXXXXXXXXX..X:XXXXXXX (These blanks should either be filled in and initialed by the Grantor or X'd out completely.) - �� F:L7tt001tDJC5tFFER TEV J P fS PAGE 1 OF 4 - . .,ppl14 - OilliCIMMPOOMIN D _. .. _.. 0 Easement No.: 10-23-5-12 If the property of the Grantors at the time of granting this easement is unplatted but is platted prior to the recording of this document, then the Grantors do hereby authorize the • Grantee to add to this agreement the designation (volume and page, etc.) of such plat. The Grantor acknowledges that part of the consideration being paid by the Grantee is for any and all damage resulting to or resulting hereafter from the possible interference of the natural flow of surface waters by Grantee's digging of pipe lines which may disturb the soil compo- sition within said easement_ The Grantee shall have the right without prior institution of any • at such time as may be necessary,to enter u suit of proceeding at law, ing,repairing, altering or reconstructing said water mains,nor making ent for eany connections here- with, without incurringanylegal obligation or liabilitytherefor, purpose of construct- ing, g g • provided: (1) The Grantee, Water District No. 90, will restore Grantors property to a condition as good as or better than the premises were prior to entry by the Grantee, Water District No. 90; on (2) The District will exercise its best efforts not to damage any private i C the easement herein,but if it does so,it shall repair and/or replace said imp o emprovemements, el' fra NV (3) Restoration,replacement, and repair shall be completed within 90 days of the date of • C any entry by the District and said restoration,replacement, or repair will be of a quality and/or quantity that is comparable or better than existed prior to the Grantee's, M District's, entry upon the easement. (4) The above set forth conditions shall apply not only to the initial construction but also to any re-entry by the Water District that becomes necessary for repair and mainte- • • nance of the water line on said easement. • (5) Any damage and/or removal of any ornamental tree,shrub, fence,or rockery shall be replaced within the aforementioned 90 day period by the District. I The easement, during its existence, shall be a covenant running with the land and shall be binding on the successors, heirs, and assigns of both of the parties hereto. • IIOW; rr urry WAR? rm. 90 - Roll,n,.y1�' . . , %;9 F.1I two 11D0051crrER.TEP 3.27.96 PAGE 2 OF 4 a f . _. 0 11 -ram • Easement No.: 10-23-5-12 IN WI1NESS WHEREOF, we have set our hands and seals this 4th day of April , 19 95. Rt L. FIFER • / c� a- 1lf O O A 01 STATE OF WASHINGTON)ss COUNTY OF KING ) ON this day personally appeared before me RUTH L.FIFER t3iS t to me known to be the individuals described in and who executed the within and foregoing instrument, and acknowledged that she signed the same as her free and voluntary act and deed,for the uses and purposes mentioned. GIVEN under my hand and official seal this 4th day of April , 1995 NOTARY PUBLI in and for the State of Washington, residing at 19514 SE 134th Renton, WA 98059 My commission expires: 1-1-97 MG COUNTY WATFR LIST. 90 1r--'J', S. E. 1 aI :rr,:t Pr, • . C.:%9 FAMOO OCS FFEa.TE►3.2744 PAGE 3 OF 4 l` I . 0 0 El r1 I. I _ Easement No.: 10-23-5-12 ¢ ®�� _ '! �, p 10'PERM.EASEMENT OD r , , . ., • _ V %.. .as ® i ® I.Of h .teat I —,-m--- ' ' Q. •' LOT 1 1 I LOT 2 LOT 3 Z10 Cl ' KC SP 776 04 RE1! —7904120 66 .4 O LOT 4 i 4041.y �' r, I 1 rye - 67 I O 1 - s° Cr, 1 �° 1IA �P' 1,,W - - —/so• I _ teo N . 3oo..rg .. - 330. .* n • - W 0 U1 N h “ .11' 1!1I ,I ,11t ec. t I•,! I Lai ^4 111 J 2 N 112", s• 1'-100' .. VI KING COUNTY wAmm.P OM. 40 SE 125TH MAIN EXTENSION 15.0. S. E. 1V:1i, ^t EASEMENT NO. 10-23-5-12 1 Rcni,.:i. Vdcst.'1.•:•.•. "JY:9 F:1211661•000S1F9ER.TEP 7.2746 PAGE 4 OF 4 r! i ii CERTICA WHEN RFcoR RETURN .I, the i . rsigned, � er�y Clerk of the E Ut) Office of theca` _'.rk g City of Renton, lAtz:hington, certify that this is a true Renton h(umc,,l buildut `� 200 MilLAvenue South and correct copy of ; - P Reim A 950-181 o - Subscribed and Sea!-.11, • of A' K 992 L7 V /L.. . . 5. f>. -- I ,_ c"cz CITY OF RENTON, WASHINGTON 'o ORD IN?NCE NO. 4 612 S 8 AN ORDINANCE OF THE CITY OF RENTON, WASEINGTQL ESTABLISHING AN ASSESSMENT DISTRICT FOR SANITARY SEWER SERVICE IN A PORTION OF THE SOUTH HIGHLANDS, HEATHER DOMES, AND MAPLEWOOD SUB-BASINS AND ESTABLISHING THE L AMOUNT OF THE CHARGE UPON CONNECTION TO THE FACILITIES. LS t S f THE CITY COUNCIL OF THE CITY OF RENTON, WASHINGTON, DO ORDAIN i t 1 AS FOLLOWS: SECTION I, There is hereby created a Sanitary Sewer Service Special Assessment District for the area served by the East Renton Sanitary Sewer Interceptor in the northeast quadrant of the 3 City of Renton and a portion of its urban growth area within ! unincorporated King County, which area is more particularly l a described in Exhibit "A" attached hereto. A map of the service i tg 1 • area is attached as Exhibit "B." The recording of this document is ito provide notification of potential connection and interest charges. While this connection charge may be paid at any time, the City does not require payment until such time as the parcel is connected to and thus benefiting from the sewer facilities. The 1 jproperty may be sold or in any other way change hands without 1 triggering the requirement, by the City, of payment of the charges i { associated with this district. 1 SECTION II. Persons connecting to the sanitary sewer 1 I facilities in this Special Assessment District and which properties t t _x ORDINANCE 4 612 have not been charged or assessed with all costs of the East Renton Sanitary Sewer Interceptor, as detailed in this ordinance, shall pay, in addition to the payment of the connection permit fee and in addition to the system development charge, the following additional fees : A. per Unit Charge. New connections of residential dwelling units or equivalents shall pay a fee of $224 .52 per dwelling unit and all other uses shall pay a unit charge of $0 .069 per square foot of property. Those properties included within this Special Assessment District and which may be assessed a charge thereunder i 1 40 are included within the boundary legally described in Exhibit "A" 1 and which boundary is shown on the mE.p attached as Exhibit "B." I ' 9,4 SECTION III. In addition to. the aforestated charges, there shall be a charge of 4 .11$ per annum added to the Per Unit Charge. WW CI The interest charge shall accrue for no more than ten (10) years from the date this ordinance becomes effective. Interest charges will be simple interest and not compound interest . SECTION IV. This ordinance shall be effective upon its passage, approval, and thirty (30) days after publication'. 1 PASSED BY THE CITY COUNCIL this 10th day of June 1996 . 1 Maril J etersen; City Clerk 2 4 ORDNANCE 4612 APPROVED BY THE MAYOR this 10th day of June , 1996. Jes Tanner, Mayor Approve as to form: Lawrence J. Warren, City Attorney Date of Publication: 6/14/96 ORD.576:5/20/96:as. to C) '4 CP CAP 01 I 3 • Exhibit A LEGAL DESCRIPTION OF THE SPECIAL ASSESSMENT DISTRICT FOR THE CITY OF RENTON- EAST RENTON INTERCEPTOR Portions of Sections 8, 9, 10, 11, 14, 15, 16, 17, 21 and 22 all in Township 23N, Range 5E WM. in King County, Washington Section 8, Township 23N, Range 5E W.M. All of that portion of Section 8. Township 23N, Range 5E W.M. lying East of the East right-of-way line of SR-405 and South of the following described line: Beginning at the intersection of the East line of said Section 8 with the centerline of NE 7th Street; thence Westerly along said centerline of NE 7th Street to its intersection with the centerline of Sunset Boulevard NE; thence Northerly along the centerline of Sunset Boulevard NE to the North line of the Southeast y1 of said Section 8; thence West along said North line to the East right-of-way line of SR-405 and the terminus of said line. :D 1 0 Section 9,Township 23N, Range 5E W.M. pto Al! of that portion of Section 9, Township 23N, Range 5E W.M. lying South and East of the following described line: ; 41) Pi Beginning on the centerline of NE 7th Street at its intersection with the centerline of Edmonds Avenue NE; thence Easterly along the centerline of NE 7th Street to its intersection with the centerline of Monroe Avenue NE; thence North along said centerline to the South line of the Northeast 1/4 of said Section 9; thence East along said South line to its intersection with the centerline of Redmond Avenue NE; thence Northerly along said centerline to its intersection with the centerline of NE 10th Street; thence East along said centerline to the East line of said Section 9 and the terminus of said line. Section 10,Township 23N, Range 5E W.M. All of that portion of Section 10, Township 23N, Range 5E W.M. lying Southerly and Westerly of the following described line: Beginning on the West line of Section 10 at its intersection with the North line of the South 12 of the North 1 of said Section 10; thence East along said North line to its intersection with the centerline of 142nd Avenue SE; thence Southerly along said centerline to its intersection with the North line of the Southeast V4 of said Section 10; thence East along said North line to its intersection with the East line of said Section 10 and the terminus of said line. I F iDATA1AEM111?-075Y+ VL5EO6AMEGIALboc Legal Description of the Special Assessment District for the City of Renton-East Renton Interceptor Page 2 of 3 Section 11, Township 23N, Range 5E W.M. All of the Southwest V4 of Section 11,Township 23N, Range 5E W.M.. Section 14, Township 23N, Range 5E W.M. All of that portion of Section 14. Township 23N, Range 5E. W.M. described as follows: All of the Northwest V4 of said section, together with the Southwest 34 of said section, except the South 1 of the Southeast 1/4 of said Southwest V4 and except the plat of McIntire Homesites and 1/2 of streets adjacent as recorded in the Book of Plats, Volume 58, Page 82. Records of King County, Washington, and except the South 151.55 feet of the East 2,39.435 feet of Tract 6. Block 1 of Cedar River Five Acre Tracts as recorded in the Book of Plats, Volume 16, Page 52, Records of King County, Washington, less 1 of the street abutting said portion of Tract 6, Block 1, and less Tract 6, Block 2 of said Cedar River Five Acre Tracts, less 2 of ;j, the street adjacent to said Tract 6, Block 2, and except the South 82.785 feet of the East 150 feet of Tract 5, Block 2 of said Cedar River Five Acre Tracts and less 1 the street adjacent to said portion of Tract 5, Block 2. qui CO ' Cup Section 15,Township 23N, Range 5E W_M. All of that portion of Section 15, Township 23N, Range 5E. W.M., except the Southwest V4 of the Southwest 1/4 of the Southwest ya of said section. Section 16,Township 23N, Range 5E W.M. • All of that portion of Section 16, Township 23N, Range 5E W.M.. except that portion of the Southeast 1/4 of the Southeast V4 of the said Section 16 lying East of the East line of the Plat of Maplewood Division No. 2 as recorded in the Book of Plats Volume 39, page 39, Records of King County Washington and Its Northerly extension to the North line of said Southeast V4 of the Southeast V4 of the said Section 16 and except that portion of said section lying Southerly of the Northerly right-of-way line of SR 169 (Maple Valley Highway). Section 17,Township 23N, Range SE W.M. All of that portion of Section 17, Township 23N. Range 5E W.M., lying Northeasterly of the Northeasterly right-of-way of SR-169 (Maple Valley Highway) and Easterly of the East right-of-way line of SR-405 less that portion lying generally West of the East and Southeasterly line of Bronson Way NE lying F10A7AWEM192-0741QTPEYSSEDSADLEGAl.rbc 1 Legal Description of the Special Assessment District far the City of Renton-Fast Renton Interceptor Page 3 of 3 between the South line of the NE 3rd Street and the Northeasterly margin of SR- 405. Section 21, Township 23N, Range 5E W.M. All that portion of Section 21, Township 23N, R 5E W.M. lying Northeasterly of the Northeasterly right-of-way line of SR-169 (Maple Valley Highway) and West of the East line of the Plat of Maplewood Division No. 2 as recorded in the Book of Plats, volume 39, page 39, Records of King County, Washington. Section 22, Township 23N; Range 5E W.M. All of that portion of Section 22, Township 23N, Range 5E W.M. described as follows: All of the Northwest '4 of the Northeast 1V4 of said Section 22 lying Northerly of the Southerly line of the Plat of Maplewood Heights as recorded in the Book of Plats, Cr} 78, pages 1 through 4. Records of King County, Washington. Together with the North 227.11 feet of the West 97.02 of the Northeast 1/4 of the c‘,1 Northeast 'A of said Section 22. I • C, { FipATALIEPAlD2d7910:2•REY4SEDSADIEGAL doc • Exhibit B EAST RENTON INTERCEPTOR • Special Assessment District Boundary , i . ,t yariii _ ti. qlI —� 1 ,- r- __I. Azt! ii.l.' \., ,. ki_ 0 _.. � J irjØt� Tin ma yt ....4; riF..„..L._firei:, ,„,..103.4.—/* ,1,141:**,....1-- r iv ry IF Ir $ ‘Ngir.6*44-tr-Arati: - 'I Pel‘!‘,1elletrLif' 4-A e r 1 1 : got= ‹; orinitflitt/r;-414-4AA,11,11, A I I 1 - i / I AI :•.. — 4 --..w.ii-JA 4/ ... :• 1 4 -1 a 1 4./ A r kr Ar 4, ,ir I r • 1 A 1 I� /,/ "A",V, irirto r irr-Arr-,-- ye 1 , fliPia: - • • .. at** A Or 41 1 -1 011 AI" .. - . F#74)-1, . jr A Al ' ' 4 4*, 1 • - ,.‘ --I Air' --, /A Vg0304,r- i'IF ---r 1 . .,, \:_,..„_, s'MF r 01 --7-4,5eA3r )-- AleArt;fit IPI" _0 id1111111 iii i lb,.T. . • • • V ,-../r4ipi 16A. „A ,. -1/1 441 --iiroVi,k-titii-fAgeert. e, 01 ..:004 ,‘4 fll'it ATI".g.Tri,4 ri 1--- %••. Abik.41.AllafAle • ,A1WiliN 4 A i (-- , ,,e:t , a t.... �o-tt /./Z x vb, • jiai .77 \• \ '.•4...} ?.\• ., ,L I 4- 0 2000 i Pii. -,.a ! J', �`t�1 i :24,000 I - ,- • . SANITARY SEWERS i Piatnip/�Buivang/Pteic W«rics SPe Limits dristaron,AAacOnie.Ytxaski �rf.� Specid Assessment District dye)' 20 May 1996 1 1 Zeeeele5eee5 a 1111111111111111 PAGE 001 OF 005 01 KING COUNTY, WA Filed for Record at the request of KING COUNTY UA 12.N KING COUNTY WATER DISTRICT NO. 90 15606 S.E. 128TH STREET RENTON, WASHINGTON 98059 Easement No.: 10-23-5-10R Project: SE 125T" ST MAIN EXTENSION co Tax Parcel ID#: 102305-9013 0 cp Grantor(s): SCOTT E. HAND a 14225 SE 125Th Street o Renton, WA 98059 0 N Grantee(s): KING COUNTY WATER DISTRICT NO. 90 AGREEMENT FOR EASEMENT THIS INDENTURE, made this _I(, day of b t C?,th , j 9Q'j, by and between KING COUNTY WATER DISTRICT NO. 90, a municipal corporation of King County, Washington, hereinafter termed the "Grantee", and SCOTT E. HAND, hereinafter termed the "Grantor"; WITNESSETH That the said Grantors for ONE DOLLAR ($1.00) and other valuable consideration, the receipt of which is hereby acknowledged by the Grantees, does by these presents convey, grant and warrant unto the Grantee a permanent easement for water mains and appurtenances under, through, above, and across the following described property situated in King County, Washington, together with all after acquired title of the Grantors therein, and more particularly described as follows: 1 211001 100CS\HANOESM.000 Page 1 of 5 I aA/IV jI tiEQUIREr4199 King Co.Records Divi`'.orl t L �_, Depur EASEMENT NO.: 10-23-5-10R The North 10 feet of that portion of the West 345 feet of the Northeast quarter of the Southwest quarter of the Southeast quarter of Section 10, Township 23 North, Range 5 East, W.M., in King County, Washington, lying South of the North 330 feet of said subdivision and North of the South 75 feet of said subdivision; EXCEPT that portion of the West 278 feet of said subdivision lying South of the North 440 feet of said subdivision; AND EXCEPT the West 160 feet of the South 110 feet of the North 440 feet of said subdivision; ALSO KNOWN AS Lot 1, King County Short Plat No. 776004 Revised, recorded under Recording No. 7904120866, records of King County, Washington; TOGETHER WITH any interest in the North 10 feet of the South 30 feet 00 of the North 360 feet of the West 160 feet of the Northeast quarter of o the Southwest quarter of the Southeast quarter of Section 10, Township 23 North, Range 5 East, W.M., King County, Washington; LESS County Road. The Grantor warrants that their title is free and clear of all encumbrances except: (These blanks should be either fitted in and initialed by the Grantor of X'd out cortlpfetefy.) If the property of the Grantors at the time of granting this easement is unplatted but is platted prior to the recording of this document, then the Grantors do hereby authorize the Grantee to add to this agreement the designation (volume and page, etc.) of such plat. The Grantor acknowledges that part of the consideration being paid by the Grantee is for any and all damage resulting to or resulting hereafter from the possible interference of the natural flow of surface waters by Grantee's digging of pipe lines which may disturb the soil composition within said easement. The Grantee shall have the right without prior institution of any suit of proceeding at law, at such time as may be necessary, to enter upon the easement for the purpose of constructing, repairing, altering or reconstructing said water mains, or making any F\21\OO1 DOCS\HANDESM DOC Page 2 of 5 12/14/99 EASEMENT NO.: 10-23-5-10R connections herewith, without incurring any legal obligation or liability therefor, provided: (1) The Grantee, Water District No. 90, will restore Grantors property to a condition as good as or better than the premises were prior to entry by the Grantee, Water District No. 90; (2) The District will exercise its best efforts not to damage any private improvements on the easement herein, but if it does so, it shall repair and/or replace said improvements; (3) Restoration, replacement, and repair shall be completed within 90 days of the date of any entry by the District and said restoration, replacement, or repair will be of a quality and/or quantity that is comparable or better than existed prior to the Grantee's, District's, entry upon the easement. (4) The above set forth conditions shall apply not only to the initial construction o but also to any re-entry by the Water District that becomes necessary for repair and maintenance of the water line on said easement. (5) Any damage and/or removal of any ornamental tree, shrub, fence, or rockery shall be replaced within the aforementioned 90 day period by the District. The Grantor shall retain the right to use the surface easement if such use does not interfere with the installation, repairing, altering or reconstructing of the water main. PROVIDED, the Grantor shall not erect buildings or structures of a permanent nature on the easement during the existence of said easement. The easement, during its existence, shall be a covenant running with the land and shall be binding on the successors, heirs, and assigns of both of the parties hereto. F\2 1 100 1 100CSWANDESM DOC Page 3 of 5 12114l99 EASEMENT NO.: 10-23-5-10R IN WITNESS WHEREOF, we have set h s and seals this ftj day of OTT E. HAN STATE OF WASHINGTON) COUNTY OF KING ) SS On this (O k day //��� of 1/J�eYz44_32_1-; (`ell, before me personally appeared SCOTT o E. HAND to me known to be the individuals described in and who executed the � within and foregoing instrument, and acknowledged said instrument to be the free 0 c, and voluntary act and deed of said Grantors, for the uses and purposes therein mentioned. o GIVEN under my hand and official seal this (t> `day of - QQCz2 (=> • •• ••• •-•;, L-4 •c :: NOTAR UBLIE-ih n or the Sta of Washington Residing at: Y�-�Zn r� (iJA g C My commission expires: ( (Si (0 j • F\21%0011DOCS HANDESM Doc Page 4 of 5 12r1a/99 EASEMENT NO.: 10-23-5-10R 01 ; eii .b e - i. ,, 2, tI h w c ( 10'PERM. EASEMENT `s °ti ' s n io. V ' � [ Its IS0 _ e .c c LOT ! I f I, A�o LOT 2 LOT 3 . KC SP 776004 R , . —7904120 66 o LOT 4 ��pr, I -. 47 CD I o - ..0 - t..f) I'll 0:77— '1. _/se- I — _ st . 100 N CD 3�.-09 330. 4-9 44. O M O . ..- O • c 1 - t1i • N 4,4 n ' I , I, i W 4� 1 Q `•� 1 • « ci - - II f 2 CV yv ;i, SE 125" ST MAIN EXTENSION EASEMENT NO.: 10-23-5-10R F\21\o01\DOCSWANDESM DOC Page 5 of 5 12/14/99 EASEMENT NO.: 10-23-5-1 1 AND that portion of the South 75 feet lying East of the West 210 feet and west of the East 180 feet of subdivision; ALSO KNOWN AS Lot 2, King County Short Plat No. 776004 Revised, recorded under Recording No. 7904120866, records of King County, Washington; The Grantor warrants that their title is free and clear of all encumbrances except: (Mese blanks ahoukl be ethic feed in and nitialed by the Grantor of k'd out completely.) • if the property of the Grantors at the time of granting this easement is unplatted but is platted prior to the recording of this document, then the Grantors do hereby °' authorize the Grantee to add to this agreement the designation (volume and page, o etc.) of such plat. 0 o The Grantor acknowledges that part of the consideration being paid by the Grantee is for any and all damage resulting to or resulting hereafter from the possible o interference of the natural flow of surface waters by Grantee's digging of pipe lines which may disturb the soil composition within said easement. The Grantee shall have the right without prior institution of any suit of proceeding at law, at such time as may be necessary, to enter upon the easement for the purpose of constructing, repairing, altering or reconstructing said water mains, or making any connections herewith, without incurring any legal obligation or liability therefor, provided: (1) The Grantee, Water District No. 90, will restore Grantors property to a condi- tion as good as or better than the premises were prior to entry by the Grantee, Water District No. 90; (2) The District will exercise its best efforts not to damage any private improve- ments on the easement herein, but if it does so, it shall repair and/or replace said improvements; (3) Restoration, replacement, and repair shall be completed within 90 days of the date of any entry by the District and said restoration, replacement, or repair will be of a quality and/or quantity that is comparable or better than existed prior to the Grantee's, District's, entry upon the easement. F:t21Wo1WDOMPE1.ESM2.00C Page 2 of 4 04/13/98 EASEMENT NO.: 10-23-5-11 (4) The above set forth conditions shall apply not only to the initial construction but also to any re-entry by the Water District that becomes necessary for repair and maintenance of the water line on said easement. (5) Any damage and/or removal of any ornamental tree, shrub, fence, or rockery shall be replaced within the aforementioned 90 day period by the District. The Grantor shall retain the right to use the surface easement if such use does not interfere with the installation, repairing, altering or reconstructing of the water main. PROVIDED, the Grantor shall not erect buildings or structures of a permanent nature on the easement during the existence of said easement. The easement, during its existence, shall be a covenant running with the land and shall be binding on the successors, heirs, and assigns of both of the parties hereto. IN WITNESS WHEREOF, a have set our hands and seals this corn.day of April , 19/8 . EO ARD L. PIE 0 c=• STATE OF WASHINGTON) COUNTY OF KING ) SS 0 On this day of i1 Q f�, r1 , 19 , before me personally appeared LEONAR . PIELE to me known to be the individuals described in and who executed the within and foregoing instrument, and acknowledged said instrument to be the free and voluntary act and deed of said Grantors, for the uses and purposes therein mentioned. GIVEN under my hand and official seal this day of Apo ) , 19 9p, . NOT:RY �':LIC in and for the State-ot Washington, resi. . at ?er‘t'.-, � ` D5 . My commission expires: .-n or~ F:1211001WOCSIPIELESM2.DOC Page 3 of 4 04/13/98 EASEMENT NO.: 10-23-5-11 K $ - '„•5� ••_-10'PERM. EASEMENT o so„c-Q It 1 b y1wc 4I 1.y4 ® ` a n ihr u4s i LSO . o rl-- 4 . �� LOT 1 ,„ i, .moo I . LOT 2 LOT 3 Z11A KC SP 776 04 RE,Y. —7904120866 I ryr�r I LOT 4 1 ao 47 00 o 1 Leo- �- - �t� �. cn �- .n f o if 1 ® ' 33 0 cm 1 _ _ . _ .0 a ioo.fy Jso, f9 1: Li-) _ M .— 0 0 CD. W 1J o M .4`� M 4 ' C. kJ1� Ink < %.'elp I, . o - - 0 • I . t .I i . « vl +1 SE 125TH ST MAIN EXTENSION EASEMENT NO.: 10-23-5-11 F:12110011ooc51PtELESM2.000 Page 4 of 4 04/13/98 Return Address: 4 II; City Clerk's City of Renton 20020104002323 1055 S. Grady Way CITY OF RENTON CORO 15 SO aaci< e41_oF ea Renton WA 98055 Kints 7z Please print or type information Document Title(s): ORDINANCE NO. 4924 Reference Number(s)of Documents assigned or released: (on page of document(s)] A—01-001 Grantor(s)(Last name first,then first name and initials) r.1 c.. 1 City of Renton Cr) 2 cv 3. 0 4 0 Additional names on page of document o Grantee(s)(Last name first,then first name and initials). 1. 0 2. Piele Annexation c.. 3. c' 4 0 Additional names on page of document ev Legal Description (abbreviated. i e lot,block,plat or section,township,range) The North half (1/2) of the Southwest quarter of the Southeast quarter. . . )1i Additional legal is on page 4 of document Assessor's Property Tax Parcel/Account Number: 1023059013, 1023059015. . . Additional legal is on page 6 of document The Auditor/Recorder will rely on the information provided on the form The staff will not read the document to verify the accuracy or completeness of the indexing information provided herein CERTIFICATE I.the undersigned City Clerk of the City of Renton, Washington,certify that this is a true and correct copy of P• 49i2 f Subscribed sealed this ,� of/in/ ,20 o! CITY OF RENTON,WASHINGTON i lerk ORDINANCE NO. 4924 AN ORDINANCE OF THE CITY OF RENTON, WASHINGTON ANNEXING CERTAIN TERRITORY OF THE CITY OF RENTON (PIELE ANNEXATION;FILE NO.A-01-001) WHEREAS, under the provisions of RCW 35A.14.120 as amended, a petition in writing requesting that certain territory contiguous to the City of Renton,as described below, be annexed to the City of Renton, was presented and filed with the City Clerk on or about October 18,2000;and WHEREAS, prior to the filing and circulation of said petition for annexation to the City of Renton,the petitioning owners notified the City Council of their intention to commence such proceedings as provided by law,as more particularly specified in RCW 35A14.120,and 0 upon public hearing thereon, it having been determined and the petitioning owners having 0 c., agreed to assume the pro-existing bonded indebtedness of the City of Renton as it pertains to "' the territory petitioned to be annexed and to accept that portion of the City's Comprehensive Plan as it pertains to the territory including the applicable Zoning Code relating thereto;and WHEREAS,the King County Department of Assessments has examined and verified the signatures on the petition for annexation and deteanrnod the assessed valuation of all the properties,the same being in excess of sixty percent(60%)of the area to be annexed,in value, as provided by law, and the petition also setting forth the legal description of the property according to government legal subdivision or plat, and the Economic Development, Neighborhoods and Strategic Planning Department of the City of Renton having considered and recommended the annexing of said property to the City of Renton;and • ORDINANCE NO 4924 WHEREAS, the City Council fixed August 6, 2001, as the time and place for public hearing in the City Council Chambers, City Hall, R:eaton, Washington, upon the petition and notice thereof having been given as provided by law,and WHEREAS, pursuant to said notices public hearings have been held at the time and place specified in the notices,and the Council having considered all matters in connection with the petition and further determined that all legal requirements and procedures of the law applicable to the petition method for annexation have been met;and WHEREAS,the King County Bounrtary Review Board having deemed the "Notice of Intention"approved as of October 23,2001; NOW, THEREFORE, THE CITY COUNCIL OF THE CITY OF RENTON, cr WASHINGTON,DO ORDAIN AS FOLLOWS cam, SECTION L The findings,recitals,and determinations are hereby found'to be 0 true and correct in all respects. All requirements ements of the law in regard to the annexation by 0 petition method, including the provisions of RCW 35A.14.120, 130, 140 and 150, have been met It is further determined that the petition for annexation to the City of Renton of the property and territory described below is hereby approved and granted,the following described property being contiguous to the City limits of the City of Renton is hereby annexed to the City of Renton, and such annexation to be effective on and after the approval, passage, and publication of this Ordinance; and on and after said date the property shall constitute a pert of the City of Renton and shall be subject to all its laws and ordinances then and thereafter in force and effect,the property being described as follows 2 • ORDINANCE NO. 4924 See Exhibit "A" attached hereto and made a part hereof as if fully set forth herein [Saidproperty, approximately 20 acres, is located approximately 600' north of NE 4 Street in two approximately 10-acre tracts located along both sides of 142"Ave SE] and the owners-petitioners of the property shall assume the pre-existing bonded indebtedness of the City of Renton as prescribed in RCW 35A 14.120 as it pertains to the property,and the property to be subject to the City's Comprehensive Plan and Zoning Code SECTION IL This Ordinance shall be effective upon its passage,approval,and five days after its publication. A certified copy of this Ordinance shall be filed with the King County Council, State of Washington,and as otherwise provided by law c., PASSED BY THE CITY COUNCIL this 26th day of November ,2001 v OJA Marilyn J. - .,Z. City Clerk APPROVED BY THE MAYOR this 26th day of November ,2001. J Tanner,Mayor Approved form Lawrence J. Warren,City Attorney Date of publication. 11/30/2001 (Summary) ORD.937.11/20/01:ma 3 a. ORDINANCE NO. 4924 EXHIBIT"A" PIELE ANNEXATION LEGAL DESCRIPTION The North half(1R)of the Southwest quarter of the Southeast quarter of Section 10,Township 23 North, Range 5 East,W M.,in Yang County,Washington, TOGETHER WITh that portion of the Northwest quarter of the Southeast quarter of Section 10, Township 23 North,Range 5 East;W M,in King County,Washington,per Superior Court Cause #90-2-00038-9 N C.') CV 1= G v O N O O cV H 1ECON__DEV18coaoavcDevelopernnllS RA c\L.epl_dsc doe • ORDINA . NO.Proposed Piele Annexation Figure 1 - Vicinity Map SE it , St )--- PI_, I i : a k-.L - cu 41111 . f III am ill r 1/ co v , `V , NE 6th St ; E- .- `-I III., ' CD � OM NI 111. sal • C�G 1, 0 I `//IW11 i-- CV - r+ C' v o N > in C:i r*aft ill .-.-L _ m__ _ iIitfti NI 4:h St -tr ----i — - ' it_ CU II -T1 T i 1 t 0 500 1,000 Proposed annexation boundary 1 Yos.r1 1 Blasting corporate boundary 1:6,000 -•-•-•- Urban Growth Boundary �y�� �.�N o o A PID Acct No 1023059013 102305901302 1023059015 102305901500 1023059025 102305902508 1023059033 102305903308 1023059033 102305903381 1023059036 102305903605 1023059070 102305907002 1023059098 102305909800 1023059123 102305912309 1023059125 102305912507 1023059176 102305917605 1023059177 102305917704 1023059185 102305918504 1023059188 102305918603 1023059190 102305919007 (N. 1023059212 102305921201 1023059217 102305921706 _, 1023059230 102305923009 1023059231 102305923108 1023059254 102305925400 0 1023059258 102305925806 es, 1023059264 102305926408 1023059281 102305928107 v 1023059283 102305928305 1023059290 102305929006 1023059291 102305929105 1023059298 102305929808 1023059306 102305930608 1023059308 102305930806 1023059385 102305938502 1023059403 102305940300 6