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HomeMy WebLinkAboutLUA99-150 • y l \' " ELIZABETH PLACE ' 1 Section 5,Township 23 N,Range 5 E,Willamette Meridian,King County,Washington z "- A n GRdPHIC SCALE 3'•20' 1�f l _� W ... z it W^ ^E I I < �°n �..1� 1 1 Sg', - - - \ 'I I GENERAL NOTES & UTILITIES: E _ -j 9 C e I 3,1 .W30LDT'GDT12Gl 30m .A 30.40 'm 40m\ _ 3om' .1 41a1. f� UTILITIES: 1 as 5VFi6c rii ogs \ \ 3\ POWER5 GE:I WATER CPI TTOOFF TOOK1 I f!; I• � _\__, ` \ \ ` ! \ �\24'�H\ I TELEPHONEUS.XES ENERGY I =A I \ \ \ \ \ I\ ` \ �. \ a I CAB F T.V. VIACn4 d I\ \ \ \ \ GAS: PUGET SOUID ENERGY 1 '��-'a \; oNP�\ r� e 1' son' SITE: 1_ 3 \ \1 \ \. \ 5• \ ZONING: 1.67 ACRES/7P BPP SD FT a RYPI 'V. ZONING R-10 2 P �� 11 1Z\ \ \t '>� 1 1' I PROPOSED 15E: 6INGLE FAMILY DETACHED �4 nrt\ \ \ \ \ Mg 17 Y8 /J16\ 8 +\1 BIII ��m\ \ 1' �� } It�eOR 871n00rort.� 1�RF]f15TING 6IDEYMQK \ / 64k I'''----,! I MINIMUM LOT SIZE: 3,000 S0.FT. b6 0E L. 5i AVERAGE LOT SUE 3,205 SO FT VICINITY MAP t1I \ ^\N \ p\\b f\f\ `! 9 �'1 :1 ROADS PUBLIC 14,131 SO FT/032 ACES gpVpC....GE € f \'$ i P ,8'__-`b \ \ \ \ 1' @\ �i / rMf�tPpLE ' tXll°T e it } 32I P_E \ \ \ \ \ \ _ \ `� A' / I I ',.3�1i�� I OWNER / DEVELOPER: den ,_, �XpppS. EM \ \ '\ 1 ( I § Arcarils Hanes WI x FOR LOT1f II ' ,priTh�Nf i -la. c/o Brad Olschefski \ \ �'---\ MA MUM Z\ \s \ 1,1 �t y I 6947 Coal Creek Rory.0257 e.. G P .ir h emelt Dolschefeaolrnm a 2a • (, 30m' 30.00 1e'.' I \ N �:E2F \ m- \ \ W.\ A j r1D1:11 T- v? , ! \ 8 8 Phone:425.746.5471 li 8$ 3 x 1 ,� I. 1 �1 ���' I�i I J ENGINEER / SURVEYOR: LOT SUMMARY m `^ I ��+ ^' 1 I I �`ix �'✓` _ LeRoy SIa•Yeyas aM"'nee'. Irc. Lor u�,t ISO FT) dwFs •.RE. @@ I •dL�� I 11 8 I k� I I P.O.Box 740 .13 0.07 oe o ;S'a l S \_,____; ____. s% r. I\"--t- W \ ��■-. SHARW6004VEWAY .. Puyallup. i w(2 WA 06)848 8608 3442 0.08 .75 atl� ^� I 5 ` 5 , s e >5 LOLATIOEWA I eo4iL Pat11@lseinc.mm ao03 O.o7 4.f4 souse/.f 11 \ I ALL DRIVEWAYS TO 0j �\- 1____ 1. \ I%�/ I d - I� I --z �_ /j SLOPE To STREET 9 < 000 0.08. 'r-�F,�n' /� \ �/ u' 1 II 1;- • Ara IXOEPTFOR Oo .13 _ 4B• \ �! `; S TS10.11AN FOR I 9. DESCRIPTION 0 -- 30'f :Ts 4 as -- .02: --; Q'Y �- .'}sz.o7..'..-- z1s�• - �, Lars 1O.a AND 12 aiz4i0 0:10 N ____ .,I N' P3 .P E \mR I �q`�$ '`.' i PARCEL A mfz o.or M 14 I qq\� / C z 4 fs 7� \__"�. -v \.,_ TnA- ` \ ' I 5 T1e north half f the Muth half f Lot 211.CD.Hillman's Lake Washington \ \-tl +} \ Garden of Eden AO01tim to the City of Seattle.Oivlslge NXher 4 eoC090tg 3 3154 0.07 4.3° 't , \ \ %^ I•\ \ U i \• I,� 3BYR� oo • `4F ri I Wto the ashingtmt thereof recorded 1n Volune 11 of Plate.page lit>n King Canty. a - 303z 0.07 m$ 1,,,\ /ArtXs PARCII.6 sao 0 fit a 11 \ }�p0omrt pik \ I 1; a., /A'° /90. \ I R.CT. fa°1 U: - fa.24 .y _\ % 097., 2 I Tfe en Of Calf of the south half Of Lot 21L CD.HSlImm9 Lake Mashfngtm _ S.Ta 'q �� X•�ow j �pD I Ga^Om of t t AO01t1m to t1I City f Seattle.Olvfsim NmOer 4,etta•01ng y goo„fY• 1 gg �j/ yS `�rt /m ' \\ I plat thereof remK•0 m VOlure 11 of Plats.page a2.in King Canty. o74L 7zazz 1.67 100.00 4 V rporos TORMl/8E .'Os'4 / !IG//e// o \ to G\'-_______\_ -: q Vt I \ BUILDING SETBACKS: - -- - , 1 \ ��11" k Fr q �� I-4 =J . \ SIDE TO LOT LINE 5'tP 5' LEGEND P�g Ni.' mom' 45m• �:1' S2 TO STREET: 15; -_ __ IXISTDG cwraAR LINES . 1 I' `' / (/ tt flpp- DE.RIQI CiRAOE LONIQA L1N6 X+ • I _\ `] 'S I( ,LL-`0,,• 1 rROr&SEO9510EWAlJ. 1 9l Q I TOPOGRAPHY: ------ Pr 6 \ 111 i \u •'} \ 8 ___F :r T/O \ TOPOGRAPHIC vE ORMATION FROM SITE SURVEY - IXSTIHG PIVT:RfY ure: dj \ 7422' �. 1 cDT fecoi tp ss BY LEROY SURVEYORS 6 ENGINEERS,D'1C. ---.11- EXISTING WATER MAIN I--1 /\ PROP05EOWATER LINE 1.0 ON 1 1 _ ' acmmrt ' 4 2 _ \ OCTOBER 1999 '• ONE EASEMENT I `��'(F11101E S \ a 1'.' X -X X- PRff�m WATER MAIN s `P RECO INGN0.002902O ''0'�t s1.'1' \1 I N.S1i\ 0 I PUBLIC SERVICES: -s s- FRaaa n SANITARY SHIER i AW{ .� L m r,sue\ , asrt RICT:FIRE DUST LITY OF PENiONFi a r. 2`ii'r TEA / t �� �' 1 1 I \A I POLICE: CITY OF RENTON • KRUNG ENVELOPE 1 W \ 4eaeort I , � 'y\ 0��'�-tiT-seEcvepIg IROAD & STORM IMPROVEMENTSa U1 II sI PONFR FJSEMFNT - OT + ' - _t ,. 1I :I � B -x-x-x- EzrsruG FwP (y_ NGNO.,,,���,,$$$��,,,,, _ \ '67 STORM RUNOFF TO BE ROUTED INTO PUBLIC STORM CRAINAGEI � � , 4z_=_ \ \ .' o'C FACILITIES.ROOF RUNOFF TO BE ROUTED TO INDIVIDUAL 0 PR wgD sANRARY Ewe WnN4E I I I • / \ IIl ITSWC '`J9 512" '_ 'b7393j4� ,3. - ;! '\ INFILTRATION SYSTEMS. X PROPOSED IIRIVERAY LOCATION ii \�^- i. I ALL ROADS TO BE PUBLIC. 1 i 1 fI � 1- • •D �A �g-�TS" `�- „' ( t..• ExI5TI1G TREE RAGA.6 TYPE 8 'A rRp `ED'n\ry\ 5\ �\ `•\v\� �•�4 ����`���`�1���� I TREE CUTTING AND LAND CLEARING GRANTER g • -s • - -\ 'i':'\\•\\•• '. �s• ••\ .-• �, •\ o ` s TIE EMIfE SIZE WILL BE CLEARED As REMISED TO ALCMnOATE FIFE T f LIGHT _.\\\ 1 I - THE CONSTRUCTION OF THE RESIDENTIAL OTEILINGB. s PROPOSEp STORM IRAIDI 00130 BASIN��o, J-�-Y_ ---ie e SOME TEES MAY RETAINED ON TIE FERDETFA of'BE SITE. �m _ I p- :a...> y..:.� E1csIDG slmrux a F1p5TING B°WATER LINER I ( I \ I I \ ) I DRAWING I \ I m 1 q, LANDSCAPE BUFFER' 0 ' M. sn1EWAix Si 1 \ �I \ A N. PROMLANDSCAPE BUFFER AND UTILITY'EASEMEENT \ E%BRS IF He F3 FET PO u D PHwae s I HILL BE PROVIDED ALONG ALL STREET FRONTAGES. r\� SHEET-3- OF 3 7 ® LOPMENT PI 9..,� O1NOFRENic,r, AEG .SIGHT 015T, NICE E 1 NT Nov i Q 1. u y • NE 12TH STREET vt-c, The sketch below displays the sight distance available for a vehicle leaving the proposed plat at the proposed intersection with NE12th Street. NE 12th Street is a 25 mph road with stop signs at the intersection with Edmonds Ave. NE. The minimum stopping sight distance for a 25 mph road is 150 feet per AASHTO standards. The distance from the centerline of the proposed street to the centerline of Edmonds Ave. is 186.74'. The limiting factor regarding sight distance is a vertical curve immediately west of the intersection with Edmonds Ave. Assuming a standard 3.5' eye height for a vehicle attempting to enter NE 12th St. and a standard object height of 4.25' for a vehicle on NE 12th Street, there is a sight distance of 197.65 feet. CENTERLINE OF EDMONDS AVE. NEB, CENTERLINE OF PROPOSED STREET ric 186.74' 197.65' - — _ _ _- - C 4.25 FOOT HEIGHT OF OBJECT — ' 197.65 FEET AVAILABLE SIGHT DISTANCE — — — — 3.5 FOOT HEIGHT OF EYE EXISTING PAVING GRADE I�N 2N y& L. t ' S m I'C i I....,. b 19 -" 8 {0• a p _ , F II I..-. ill' I, O t 1n ± 1 al 4. .°, i 13�9 10 l6° ��`f[✓� ' N c I 6., ° 3 I I 7o 76.20N� • 621 Bl.1t 0 70..8 101/9 _56 I tole I [70 1 1413 30,' ee91 ,II °- 1'10 `'$1 f' 16TH ST s m L.12 y-- . :> ":"`.�r�- /°23 i 7t5I�-1 1 75 I �9--6� I S0 96 k435 1185 i 63 I moo/ 9n6 '1�`>' _'>+�'r2n OW ' ti �13'' 21.90� 88.3 ' =t`l57'3 10 I. l9' l jo lam,I , 1 p I(pi I , I,�-�J I 1 w -w Lis Ig , o R �. i1 LJ� JL 21A ® I I =I I'r� `�1J In Z a O�• 1525 a .°21 ��J'• ',1 _ IN J r 16. 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WA,96059 29.848.660$f 3539COA140 tia:anHarm421.746-1/71 Pm www3eemcaom m L[rims - J r .. N ELIZABETH PLACE ��w N Section 5,Township 23 N,Range 5 E,Willamette Meridian,KingCounty,Washington L GRAPHIC SCALE 1..20. O� WI ,..,.. E oi° d_o I I l D \ 2a m0 T G I �� i \ 4- I 1 ,+•'— ',,` i' III ��` , \ I `m 2 11 '"o ' \ 1 \, i .' .:' . . \ \ � ft„ E00006R eo e - , \ DISTING SIDEW ks " i \ �\ X,• LLL'I*IL4 ea. _ I rT___-In G 1,:. i :,..4... ;_,„.... : 41111Faj - ., i \ \ if cg ii 41 8.5'0 I kt I W ` _ LEGEND C7z 300—. IXLSTRIG CWIGF LIIES ,paSq •3��\ Y-) :• JOD DESIGN GRADE CNIQA LIES "�'! qI (11[ �I. I \ M1I \ ' rV `"�I� ` 1N...,_.:5'-,a d l I M� ECOTINi MAATERMIN S 1 � • N/11 MI�4I �'•RI v k4 i 1 'Y� CO \ —X' N— RR't�D WATER XAIIN A �J•J I s \ —s 5— PROPOSED SANITARY SEM31 ffWLL EIDSTDG EDGE CP PAY9ENf 3 \ ,1 II ,A17, .• (I 1 I•, o I • IDTLO O ENVELOPE �D �i ' _�^ R ay ooceeoaea0000co DOMING TOO(NALL a h ' f.sort I �� '. ` '� - I I •`. \A I -%—Xx— E%ISTIIE FEND a R 41- F IS M' I I O PROPOSED SANITARY SEMI NANO-E ••' •`Li \" I ?I. ` B M Ri6R�oRIVEXAY LDu.m,DER H im _ - � EXISTING TREE WOO.6 TYPE III AL w g�/77—_ 1 iTr��, �� l4WAIZ a ti�i��'Y EXISTING UTILITY VAULTS' * PROPOSED SWEET Liao C7 111. pp' ' I PRD EDT*�ST�A�NR \ I I _ 1� I ri ESE NYGYNf [WWW�� 6 2 / t� 114 12 1 T �/EXI5T1tGPA ,"',�`,'�,,�\ § I X m p qu 7W6 FIRE M'DRANf ` r - —S \ s \ 1 s 'r,}IaJ�Y 1---Si I 1 ' I \ II \ ` CI PROPOSED sTON1 DRAIN uiCN BASIN WW .. 1 - s I S �j I I \ j \ ..:4,.,..4:..:. y -, E105TDE 5DEl1AIJ( o 3 T ._�m,�—»` m — o I ® PROPOgD 5DEMALX OUTFALL FROM DEIENIION POND EUNTING WATER ONE I ( I I \ 'I I ` \m 1 e I I [\�� TO DE ROUTED TO USING STORM • 11 ` I / I�\\ E�RDDsff xuF'i�"T wAD Nome. DRAWING ' d DRAIN 1zIH ST. I l \ \ I G S3 I I I I \\ \� \1 ,_ I I - - -SHEET -3- — s OF 3 N ELIZABETH PLACE z , WOE Section 5,Township 23 N,Range 5 E,Willamette Meridian,King County.Washington GRAPHIC SCALE 1'-20' (CO)I ` I ^` /^/ 1I 1 n .4� I I ( I a o \ zo\ Sao m I. `�/ / g 1 'i N 2A•' \>b 30.a0• 00. �''.. .30110' <131' �1` •+ I i 3 17.503 20 O 0T F ^ATm 1 \ 3. 22i H I of arvket FlO,FL:CWIe�1LLIZOfoeyo OTH TO ON KUM � \• \ X30HP�\ 6 tik SOW 11 I cut an Fill voltnca B i \ g Velum limited hum/rvmo 12140 66 G \ \\qqq \. _ ry I .T tel t guloho weerag Sa FT 1 i i Ira a :11 D a --\ art\ •> \� :,. MR31 _. t 8 ,..'2" BI'.F- I a l�liZil 44,0000 ,1 Fill 1moo AE k ',' \ \ ..\ ....Bf1 36 Ill' :. ,� 1 .3T DFS1S G62 E{g 2k L .:1 X4fot �ilWtllim�e Fill FI11�Va1� td€tE TN YRi a s \�'kr 1NUIMI\\%\ il \ \ ..n 1 '1t, ..,.1• E Sod• '1�. .', '1 N56`8 A .Fr. �3GR1 '��1r=r6 n��-I I i 2$ t. l :2:x� \\ ,i ��_ ]m I _ \ I I ✓• NOTES: gem mg \ p� ( �I_ E%ISTING BUILDING TO BE DEMOLI5HED i a 5 5 In I nl I I \ II I PROPERLY AREA=7282550UARE FEET s�-3 - I 1 \t. 11 • _! )I AREAS OF WORK=70A00SQUARE FEET MORE OR LE55 C !I 1 •F' I : v.: W 41tsL I V 7 iL_1 ff .ff I I CATCH BASINS WILL BE LOCATED A MINIMUM OF 250 FEET r-1 !. ,�. F i A_., 62A>' us1• ON CENTER.CATCH BASINS WILL BE CONNECTED WITH 12 1�'i � {." x AG o.�Y �`;L� r �o; +: 1 \� INCH ADS(N 72)STORM LINES ROUTED TO THE STORM .1 `14. ,- A; N„ DRAINAGE.FACILITIES IN TRACE A.SEE STORM DRAINAGE II -�i \r _i: ` IREPORT FOR DETAILS. $x a mj •fI 3aha Q:GF`�< REP MATERIAL TO BE IMPORTED HALL BE PREDOMINANTLY> •�, \ '� ' ��.♦`6,.'``C' \ \ i GRAVEL.PAVING AND CONCRETE ill 1� _ I .W` •y. g \ 1FINISHED FLOOR LIE OF BUS DING PE IMIT AP LL BE ! . � I m 1 7♦- — ..�,.sort \ 5�L I DETERMINED AT TIME OF BUILDING PERMIT APRJCATION. T II I 0. ‘1,---V,577-.\ ''1(y 'lip' " ,•� ... N\ 1^ \ LEGEND w . T' •l:r�( R --300 - EXISTING C4rtM Lab AA s IA A9 �rt r . 1 \ 300— CESION EWE CONTOUR L LDES Q O CCCRJJJ 1Ay` _ \ i EXISTING PaoPenrY Lae ,Y� 9q®d ]I [ fA'- �'• R 1 °� Q I \ _——m N— IXISTBE NAM RAIN v R' $ s., ���7�-.�, '1�F.a� �R> •` {' .t rt S 1 {�' Cil I \ =5 N— Ri0PO5FD WATER MAIN t••I I1 's.,W h,_. ���� I :COT .000 1 0 �: 1e �!b I F„2ys-f g m_ MCKEE°SANITARY SEAM a ril I I II a` I �I� � \. •1+' \�!3 I I �sraG EDGE CF aavErQ+r 4 i w p� � ��� acaT 1 I \A I ===oo=====____= IXSIILG Root XaLL 2 U 3 e 2. .�::,. �,, / / ��\ �r Y:.� C� —%—%—%— EATING FENCE 6 1' •w: / ; \�1 ,.h ..,'.': r p� 1 •�� I p wawa�a SANITARY SOBER NAL,nE a, ♦Y . Ill M:- �i�' Z. -�Ye'e. '\ (1 IXTSTIMa WEE N/ala.6 TYPE r�XX55 R 1 F3 �• L _.3\ Q^t 32aL0ER y � I►gI -,_."+ N & ��aL CSC..'e`ere��;s� r•�.; I \ 0 sEs FIFE Eae_T use ; i1GGG e • 4 � 2 ST I (\A `/\4 if I I ! T 1 a o PROPOSED s oa DRAIN CATCH essa `� 1 ` I - I y I \ I L; t5-... , E.sTaG CIM1YALK a —^ "r' mN—� 'm / / � e 1 e I I ® BPOP®RIDD,ALN DRAWING t ( ( I \ I \ 1 / I \\ EJ0FNI5 OF IWF-SKEET ROAD IRWaFNfS S2 I I I I 11 \�\�8\�. !�1�I \� I — _ _ SHEET 2 'OF 2 �= CITY �F RENTON �e Planning/Building/PublicWorks Department Gregg Zimmerman P.E.,Administrator Jesse Tanner,,Mayor May 20, 2002 Brad Olschefski 6947 Coal Creek Pkwy, #257 New Castle, WA 98059 SUBJECT: Elizabeth Place Tree Removal/Replacement Dear Mr. Olschefski: There are two issues that must be addressed regarding the two trees that were cut down along the western property boundary of Tract A within the Elizabeth Place . Subdivision. First, you will need to contact the property owner immediately west of Tract A (Ms. Scappini) to obtain permission to enter her property and remove the tree stump (originating from your property) that has rolled down the hill onto her property. Second, you will need to plant six Leland Cypress Trees evenly spaced along the western property boundary.of Tract A. The trees should be planted in a manner that would screen Tract A from the neighbor immediately west of the subject tract. • I expect the tree stump to be removed and the Leland Cypress Trees to be planted by June 3, 2002. If you have any questions regarding this letter, please contact Paul Baker at (425) 430-7386 or Jason Jordan at (425) 430-7219. • Sincerely, • • Neil Watts, . Development Services Director cc: Ms. Scappini (Neighbor) Yellow file • H.\DIVISION.S 1055 L SP.S Grady WayN Renton,WsbluffWashington19805 tale bee tetter.due RENTON I�T` __^^ ^^ AHEAD OF THE CURVE anal.o ,io a matarial-fifM oast consumer CITY OF RENTON Planning/Building/Public Works MEMORANDUM DATE: May 16, 2001 • TO: Juliana Sitthidet COPY: Neil Watts, Paul Baker FROM: Elizabeth Higgins • SUBJECT: Elizabeth Place Tree Replacement This memo is a summary of the requirements for tree replacement at the Elizabeth Place Preliminary Plat. It is the understanding of staff that trees, designated for preservation by the Hearing Examiner in his decision on the Preliminary Plat request, were removed by the contractor or ow p er at the Elizabeth Place Plat. First, it is a Renton Municipal Code requirement (RMC 4-2-110F) that all setbacks in the Residential 10 Zone be landscaped. Therefore, the 15' minimum rear setback on the tract abditting Ms. Scappini's lot, where the trees were removed, must be landscaped by the owner/developer, and subsequently maintained by the Homeowners' Association. Second, all areas required to be landscaped in the City of Renton must be irrigated with an automatic, underground sprinkling system (RMC 4-4-070E). The costs of operation and maintenance of this system must be paid by the Homeowners' Association. Third, the landscaping for the area where trees were removed must have replacement trees at a ratio of three replacement trees for each one removed (RMC 4-4-130J4. The requirement is that"the replacement trees will be of sufficient caliper to adequately replace the lost tree(s) or a minimum of three inches (3") in caliper." Staff recommends that the type of trees be selected based on the best ability to provide screening and be located abutting Ms. Scappini's property in a way that best screens new • house construction at Elizabeth Place from her house and property. Due to the tendency for the particular type of tree removed to produce "suckers"from the stumps still in the ground and become more unsightly over time, staff further recommends that the stumps and roots be completely-removed prior to landscaping. The stormwater collection system and groundcover, required as part of the landscaping of the tract, should prevent erosion onto the abutting property that might otherwise result from the removal of tree roots. E1izPlacememo.rtf .. . .. •:. '7,,-.,--..:,: ...;:.LI •e :......;.a,,...^-=.c...%•:::•F:::::•..1,:,:.'7-. '•la'.•,..;T:.:':.::;.:•7, ,•7 '-.6c1;,14*-or,'.:3,- Z".. .••:*a• 1.-: a.•• ••,-! . :.• ••••st...:54`.;.::a,'.-: '.. *Z'- .•:". . ',. •"•.;. '',...s.,;:.%:-',*.-•;•••.'•••••• :!..:;:.•:'1% :!:6.-s•;!...:F:..;".:4-si,`"•"-..:•;::-• *.. ..:••'•:• '.'r *-1-::':':l':..:.4424r.,-0-e?elvtrf.1*.:•'',4 ' ••••::••••?':l'-a-- - .. .4*::•'1••-•e•:` .;• :t-e-*"''••:..,%7::. -, ..,. ''.: ..' ' 'it...--• : , :•-•..'''',t':..:1‘ '..........::: . ..•:.::...:.:•'''':: •-•". :- .... :''••:: c yr OF .RENTON • . -- . tb Li-0:,- -- •.... . .,-.: ) -. . : .. - - ---- .- - .: . :- . ._ .... .,,,' _ . ....-.-. - . ..--. • --. .. .. .... _. . • -Planning/Buildi4/Public Works Department Jesse Tanner,Mayor .' ' ' : • • ... • - 's'Ging Zimmerman P.E.,Adminlstrator . . . • • -. • , .. . . • .. . . . . . . .• . s. • • •••. ,-.-•-• - • ,• -.:-,r• - - .. .t.:• -. •- • • - •_.-', • ', CITY CLERK(2) • •-. . •• • . :-..• .-'. ; • .••!.."... 74-•.1....,7, 1 •.". :e t. :' .:1.i 7 .:,.: : :;, ...'3,..,..........'.7 . "r:: f 1.:.n.?... • ,. - .':...•' '/::•t:1- . .":4'...I.1'...' : 's, .. ..:. ....?'..../,Z,ZIt-...,‘-'.." ..... -•.:..7.s....-..,"'...Z 4:1:..;::•::"71 ; : ....''''."%;.;•:."..':.:.• 'I:'.....:.:?...".14..4.$..;:;;... t..7":"..::: - I-"- .. ' ;".".. ..'"-,'' %- ..i. ..:,•:":-...:.:":::;:s . . 1". -.-. ..' 4'I.:'.. .... .`T'...".."'''.:;:,:. ... -;. : ..';'.;.......:-• '. :c •'.‘:.1}..". ''. .1 . ".•‘, ....' . ".....1. 2.,: CITY OF RENTON . . • . . . . •• _ - - - . • . • . .. . • . . • . .. , ., • • -• - '- • • - • MAY 0 2 2000 . ., . . . . . .• . • . . . • „. . . . , . . • • • • - - " • .. , • . . •• • . : - . FISCEIVED ITY. • • . . • • ; May 1, 2000 - , , • : , - .. . . .••• - • 2C1:ERK'S OFFICE • •. . • .. , • •• , . . . -. . . . . . . . . .. . • . . . . - • • .• . - . . . - . . . • _ . •, . • ' . . • SUBJECT: PLATS RECENTLY ADDRESSED: • . . • . , • - . . TO WHOM IT MAY CONCERN: . _ • . • . • . • . _1 • ' • . Please note the following new.addresses assigned to. recently approved in • • • • preliminary plats, final plats and short plats the.Crty o. f Renton. You • should add these addresses to your databases. • • • • • Attached new preliminary plats and short plats: • . • . . Briere Creek Preliminary Plat PP-clq- 131- Briere Preliminary Plat j -ffi-clq_90-403 Candlewood Short Plat S4iP-oo-031 Chow Short Plat .si. p , City View Short Plat Sif-c1I-113 Clover Creek/Labrador Preliminary Plat VP-M-Iql Conrad Short Plat • .• ializabgth;Flace-Rrelimin_ary:Plat--?_p-q_q-150 Ernst Preliminary Plat -619- Harrington Sfualethort Plat 5111)--61-q- 132- ce14S qg 145Honey Creek Heights II Short Plat Keith Short Plat 514P- ig-I ti/..— 5"P- Kirkland Court Final Plat EP-1.1-152 Manson Short Plat 51-fP-93-Pt% • Miller Short Plat 5 H P- el q 0 - v? • NI-cil..0,IMaplewood Estates Prelim Plat SW 4th Place Short Plat 5JP-'18-aq I Talbor Ridge Final Plat FP- Tr -go Ted Short Plat sRp-c11- I8 Wells Preliminary Plat fp_co.. Dgq • • Sincerely, • /Jan Conklin • . Development Services Representative • • Development Services Division . Telephone: 425-430-7276 . . . . . • • . . . . . • • • : . • . • • . _ . . . .. . - • • - • : . .::: . • • • •• • . • • • • . . .. , . . #1:.utillt;.. _. .. . . . . . . . ,, , . _. . . . . .. .,., .. . . . . .. . .. ...:.,:. ... - • . • • . . . . - •• . • . . • . • .• •. .. . . . . .•• _ • ' ' .:•': - - ' -' '‘ • • ••' 1055 South Grady Way-Renton,•Washiwt0 98055 . .'••. i ' ....•: , . ,_ . .. . ..., .. .:'..)...:-:•;.; „•:..,• .'•••• .:•:';;.•: ..,;;.•:. 4. 0 This PaCw;tciantalf;5 5054 recydad iiter1;11.20%post t;°IIurIle!.,:::.; a•-•,..'..••::...1._'.•'-;'....:;;:••••;::-:' . . .__I,•: , . • . . • . . - . . . . . . . I1n , ... . . . . . . . . • . ; ' N ELIZABETH PLACE . ....) 1 Sittidif 5,Township 23 N;Range 5 WY/Mame:to Meridian,ICIng County,Washington ---- --- - -- -- GRAPHIC SCALE el 1 ,•,,,) ° \ o i ( I S e I I i 1 1 I GENERAL NOTES & UTILITIES: • • . •• 121, 7 ia032,D3. . 30.40\ \ op' , ...r;\ ..:...,„- 1 k-1 T . ' \ \ I 3390 t 4•1121 --, 1 I I Ul'ILIIIES: WATER CITY CF FENTON .. It -1' .7,• .-.C.-,--- \ \A-...... \...N.---1\ . \ • - , -\ . ' . , SEIERAGE: CITY CF FENTON , MIER 1 - "4..,,, TELEROE: -RIGETU.S.IIESaN3ST MRSI \ \i, i \ 2•1,• 1 \ \ CAELE T.Vz VIAC04 ' ' I GLS FLGET SCUM EMMY ' : 4 I 1 '`.... \ , k \ A \ . 1 of IT 1 L t st \I• ; \\ ‘ 1 \ \ ' \sow 7, ... SITE: . , ,_ I g i N \ .* \ , \ \ \ \•ii \xi, , \ .IR r \_ I . ACFEAGE: ZONING: 1.67 ACFES/72322 SO FT R-10 PRPOSED LEE: SINILE MANLY WOOED : • • I I 1 : k me,1 ,...NI...9r I „ oref-Ri.,,,:cf LI" !DEO LOTS PER ACRE MT I _...." I a .,.. Tamarf• \ 1 1 \ t kV\ \ \ ,.. 7jule. ri "4• 7.i.‘1) i a lig.le...--1905111(0600VAr 1". MINUTED COMITY:0 LOTS FER ACFE NET 112424.61 LOT SIZE:3.1:00 SO.FT. AVERAGE LOT SIZE S205 SO FT - • VlaNITY IAN' 1 . _ Ljo c • • L WADS RELIC 1031 SO FT/032 WES 074141641.61M2 1. '..• 1 f. 'Ilkt. 6 _AL ,gr . \ -+Sapp. Iv t,I.• _%.31)).' ':MI)1 OWNER / DEVELOPER: ' ;\ \ w ;_:,-,,a.,- Pikif't • -- A'' 4 Algirlare *: 1 41 Murex Mon .. ,. . . • . ,,.WU! La. • . .\re., ..0..\... UN•9ANZ \_I lir g is ww.--„,4i; I ? c/o Brad Olschaski 6947 Coal Creek Rory.0257 moll:tiolecn•Illaol.ces - . • .." e r t• IIN--- e•... . i . " \ \ \ \ • . . 30.0). ••• . 3700 01:2=-‘,..4,-1 if\ '\ ' ••.\ .. 2.,,,,„;,----.T.1117,--- -,--.:,--,-,-,. ...-,,,,,-,,,, --,--- .. -1- , \ 4 •-• \ i I. 1 ,,.,..--,...--, i. 1 IN I) '44../-N...... ENGINEER / SURVEYOR: , LOT SUMMARY _ Pm. ii ,,, - . • •'•,- ''''' '.-°'.. ...\71. 121F 3. tik,Tilli : loryarmcris se EL11110409.Ire. PU.261213.WA 9E071 • 1.1a WO 150 ATI WO II AR. , MO Oa/ 4.44 3161- LOA 4,111 I. Hil V. .7Ar'F " vr WOW D7J.ENA4) Rua (206)B46-5E03 Am. coo A.23 1.11.1 DM 0.67 4.16 LOCA110IMF. 1 mall: paulalsoirecoo X.03 6.0/ 4.111 IA A ' \ ‘ SIdgijii 1 9's V. t• - rorElAtirlo MO 1 ,j i 1 A t .0........ .,.....•-7,.. ... ,...._ . 3000 6.67 4..3 • 37,SIV-••••". .3,S4--7.2--- -11 -"....• v-G--... • AT21.Excel Fot i i I ..-- ‘ ...1 If . ..„.„.-....,7,,,,i, -:,.._A__tc„...4,..:_it,atI illitoit51 _/,:.,..e!'„...,;•••-;,-7 ;.-vr. -in iw' __ I' 3,,,-_2"r..7"• _'•'.-:1,,,z-aN.,.1.: ,oionoiormnoratmerr DESCRIPTION . 2000 307.1 ' g 11 1 '• ------- -----1 r'T , , 1111-,,t • \--S- ,---- . _ •,v,..t. PAFOX Ai • Tie nirth rol1 of tn•south NU of Lot 21t CD.iiiIhnni•Llail 111.011rGta. : Gordon of Edon Additkn to ye City of sunk.Olvi•Din WSW A.card/fp , 3 1.. CIAO CZ AM 11312 0.47 III N U •.07 4 0 a r ...,) 111 , .‘. ,;,.i 1/4,, .. k • . •- )kk .3Q..i R,243. , ,t., . , •IT 1 R es v.oRt thew rawest in VOluoil 11 Of PIZ&PAW 112.in King Canty. 4 . 5 a 3032 •,0 MO Col MOO pot,4 -ri .N. :. ParCEL Ot A 4000 0.“ \ \ X04026216 1: 1. .. 4 '7\ 1. \ i I so. n.som roII of no Roth MI/of Lot 21L CD.Mika.%Lda•ifteviretal .,,,..,, 13242 0.10 1..94 On, 6.10 an 0 4 11 cid 1 '4: 1 41, ..,, ‘,......,.. -1 4 \ Game of EMI Additiol tO MO City of SRAM 0171.2101 HAW 4.-OCCOrling to tr.Mat them.roxrma in Mum il of Plata Pg•8Z in RIM Garay. ,..... 4 • I malilrotm I 0 ' D''• 1 E MIS 1.0 100.03 . 1 \ X /: / -Zi ..1. ' .,.o ;/kl i \1.1---,__. , _ rrorcets" ..J. '9111.31, :I/ill'ilk 1 . • . .4E1 I 0 likr\ . 1 11.1: .:.// ferf \ t i ''. / ••4':( ' , A \ f ! \ I BUILDING SETBACKS: - - I 11 I ...,.. 1\ J ..74„ N-altizt: R ..,:,. -I soma' t'''‘..c \ • .\___rry. ., I \ SIDE TO LOT LIM. 0 to 5' SIDE TO STFEET: 15 • LEGEND cn g 8 . ::i ,'' 4,F., VII FEAR 15' EXCITER omit UM tie 2 T i 1 1 fe2., #4,7 :.-.. 4rAN.. . . ,,,,, . -ZOO-- WPM 0606 COMM 13495 I 4,,, ill • i s 41 . .4:1 ^4•ft•'th ,..21! 1 ."4" 177! % i 1 ul 1 . \ TOPOGRAPHY: . TOPCGRAPHIC INFCRIIATION MON SITE 951YEY • . (66""ri 1 ' r\I I BY LERIIY SUFI/MFG a MAWS.PC. ---.11--.015TIND MDR NADI . i. 1 ( \ 7•22. • *7.01.00EDINATFEIDIB 1.,11Litli ,,,' tras/1,7 lacNIORIF\ 1 1 ri. ., Ii2 : \ OCTOBEFI 11399 . -1-6-. FRAMED NITBI NADI A fk EA50•51rme020020 f.,t ;-.411,....1. • ,,..,.,...1 ‘i(.r...,,,,?., = . \1 1 zp 0 I PUBLIC SERVICES: . . -ti--ti- PRIPOSIZ EARITAA/SEIM • ,_ ",=---.,-.;'.•1 =Farr „. , - - - - BMW/33Z CR PAY130IT • l-. .1 FIFE OISTRICT: CITY CF RENTER I. A , .....I11,4,. t IX-LA I ) '• • \ I POLICE CITY OF FEt4TCTI RAMO BMWS 1 6 I 2' \ IRAS-•-A d.. 4114 I 44: \‘,4it 4 ,P .44 '4\ 00... r -54111, j 3 ell I ROAD & STORM IMPROVEMENTS • cseecheecqoacoaeata DORM ROI NALL *is 1 1 iN:icao wawa iesserr.-.7 .7 ,.'IX .T/ 1 k s c __ _.'!.....szz -I., ,v Ei . 4 N Cg .: STOIN RJP1CFF TO BE ROUTE0 INTO RELIC SIMI CROUSE -x-x--x- EMT=FE= . • FACD_ITIES.FIXF R1CFF TO BE FICUTE0 TO DEIIVIWAL . ..- .• 0 MIMEO UMW 1422116.60.9 I Ill • ...'1.•'. ‘ii I I\ IIFILIPATIO4 SYSTEIG. X. mimes)Ewalt,=Am. I. .i L OI • I 41,.._< ‘. 4.1. 37,-.. ... ........... ... ..... . ... I 1 ALL ROADS TO BE RELIC. . .. :.-,•,- *'.....M.Tit,i-r_*... ,,,L.-...,,,,,,,,-.Fw,,,,,z-,,,, ,....-T.,---,-....--- •-•-v-,..4,4-a-.., 0 Dome Talz WM.a ns8 n 1 I 11 .11 :.••4•\,..:1.•..:•..••.::::• .s •:•,•:,:-,.-.,.... • ... .,,.:.••.'•'.:.:;..:.\'...-.•..1• : ..',.''.'N':• s.s..A•s.:•-.••.•.s.•..-\..:.c•,.:s. .•.. ..\ ,-,,..,S. ..s, • I1 S TYRE EEENT IRCUTTING LL AEEN D LN D CLEARING t 14 ,si •, iit , ; I T STEW CMEDAOTOAC COCATE ‘ : ‘.. : ..n. . . \ .'"' '•-. '''lt.; ' ‘ '''. •' . 3.•I)1.D*011'1 1 FRIOREM WEOP sMum Lsta IX THE OIGITIZTEIN OF llE IESICONDL CULLOM 0 MERCED 8TOM DIUN 1:41121 Mai '. I a --..... •---••- •....r-,-,>, ' r ----- ..... Sae DEES MT BE FETADEO 04 ne PERDETER OF DE snr. r a ,,,, .,.1-...0 WPM OMR= 1 -17"-"7"--r-,-4"- r r 1 ''T---: .). 1 I - I canny wmutsal 1 1 ) 1 1 \ I, DRAWING i • IDEMIN Ammo UroU, ALANDio SCAPE BUFFERApo' Si t t I . .1 • I I 1 ) \ \ i .k I 4\ LAPOSCAFE OFFER UTILITY EASDENT• 1 II 1 1 I \\ 2\\.‘k I II I NAL BE PFXRIJX0 KEW ALL STFEET FFICNTAGES. , R., mos 0,itaFtrial MO Si ET , 3 , -,,...= . . • . • . . .. . . . . . - -- • ' . . . , . . . • • . . • . , • .. . Board of Public Worksp �j! r , Q A ri125,2001 Page 2; ��.^� Action: Moved by Christensen,seconded by Gray to approve a variance to the Underground Ordinance to install overhead utility lines from the Puget Sound Energy pole to the single-family residence at 1511 Morris Ave. S. MOTION CARRIED. • Off-Site Deferral, Stone Castle,LUA 99-187, 1917 N.E.24th St. - I Applicant requests a deferral for street poles,fencing, final lift of asphalt, and street monuments,to record the plat. Discussion: The streetlights have been installed. The homes are in close • proximity with a 5-foot setback. Prior to construction,fence installation would create a building problem during construction. The street monuments would have to be raised after the final lift of asphalt. Action: Moved by Christensen,seconded by Gray,to approve the deferral, subject to the following conditions: 1) Applicant shall provide a certified letter to the City,by a Licensed Surveyor,stating that installation of the centerline monuments will be done within one year of the recording date of the plat;2)to delete the street lights from the original application; and 3)applicant shall post a letter of credit or other acceptable security device in the amount of$39,835.20 (150%of the cost of the improvements). MOTION CARRIED. • Off-Site Deferral, Stone Lane Plat,LUA 00-082,502 Queen Ave.N.E. Applicant requests a deferral for installation of infiltration drainage system for roof water run-off until the foundations of the homes are installed. Discussion: The necessary trenches would be damaged during construction of the foundations. Each lot will require a storm drainage connection permit to tie it into the public system. Some type of internal tracking needs to be done so that the inspector is aware of this condition of approval at final inspection.. Action: Moved by Christensen,seconded by Gray to approve the deferral for Lots 1-4 and 8-12,subject to the following conditions: 1)Applicant shall post a letter of credit or other acceptable security device in the amount of$15,525.00 (150%of the cost of the improvements; and 2)that the infiltration trenches be installed on Lots 1-4 and 8-12 as the homes are built,or within one year(April 25,2002). MOTION CARRIED. 4. OLD BUSINESS: Q • On-Site Deferral,Elizabeth Place 9f9-15;' , 1221 Edmonds Ave. N.E. - Applicant requests a deferral for final lift of asphalt to complete recording of the plat. Discussion: This item has been removed from the Board's agenda. The inspector reported there were no punch list items. 5. ADJOURNMENT: The meeting adjourned at 9:15 a.m. RFT BOARD OF PUBLIC WORKS 8:30 a.m. Renton Municipal Building Wednesday, April 11, 2001 Conference Room No. 620 Dave Christensen, Acting Chairman IN ATTENDANCE: Jim Gray, Fire Larry Meckling, Building Official Kevin Milosevich,Police Paul Lumbert, Board Coordinator Juliana Sitthidet, Plan Review Steve Taylor, Senior Planner Karl Hamilton,Transportation Bob Mahn, Transportation Mickie Flanagan,Recording Secretary Judy Walter, P/B/PW Administration VISITORS: Eric LaBrie, Rousso Short Plat Marc Rousso MINUTES 1. CALL TO ORDER: Acting Chairman Dave Christensen, called the meeting to order at 8:30 a.m. 2. APPROVAL OF MINUTES: Moved by Meckling, seconded by Gray,to approve meeting minutes dated April 4, 2001 as presented. MOTION CARRIED. 3. REQUESTED ACTION: • Off-Site Deferral,Rousso Short Plat ,LUA 01-036 and LUA 01-037, 1324 Aberdeen Ave.N.E. and 1500 Aberdeen Ave. N.E. - Applicant requests waiver of street improvements for 2 short plats. Discussion: The Board recommended to the applicant, instead of a waiver, they consider a one-year deferral with a cash set aside to participate in future improvements. To ensure impacts are minimized in the ultimate roadway design, the Board preferred to delay off-site improvements at this time. The applicant agreed to this course of action. Action: Moved by Gray,seconded by Milosevich, to approve a deferral for off-site improvements at 1324 and 1500 Aberdeen Ave.N.E. for one year, subject to the following condition: 1) Applicant shall post a letter of credit or other acceptable security device in the amount of$21,562.50 (150% of the cost estimate for improvements). MOTION CARRIED. • On-Site Deferral,Elizabeth Place, LUA 99-15R,_122IfEdmonds Ave. N.E. - Applicant requests a deferral for final lift of asphalt to complete recording of the plat. 111111111 Board of Public Works April 11,2001 Page 2 Action: This item was tabled until the next meeting in order for the inspector's punch list items to be completed. • Excess Right-of-way Use Permit 95 Burnett Apartments,95 Burnett Ave. S. - Applicant requests a right-of-way use permit to allow roof overhangs which would create weather protection and a softer looking structure. Action: Moved by Meckling,seconded by Gray to grant an annual permit to allow roof overhangs into the city right-of-way, subject to the following conditions: 1) Prior to the issuance of a revocable permit,the applicant shall pay an annual nonrefundable permit fee of$90.72; and 2) Prior to the issuance of the revocable permit,the applicant shall provide a Certificate of Insurance for public liability not less than $100,000 per person and$300,000 per accident, and for property damage liability,not less than$50,000. The City of Renton shall be designated as additional insured. MOTION CARRIED. 4. ADJOURNMENT: The meeting adjourned at 9:00 a.m. • a�, CitvofRenton wit ♦ Development Services Division '� _�b< 1055 South Grady Way, 6th Fir �N Renton, WA 98055 Date: February 17, 2000 TO: Brad Olschofski FROM: Elizabeth Higgins, Sr. Planner Arcarius Homes Development Services Div. Development/Planning Phone: (425)746-5471 Phone: (425) 430-7382 Fax Phone: (425)746-5471 Fax Phone: (425) 430-7300 ISUBJECT: Hearing Examiner Letter I Number of pages including cover sheet: 2 REMARKS: ® Original to [ Urgent ❑ As ❑ Please ❑ For your be mailed Requested Comment review The Hearing Examiner has clarified his determination. Please call if you have any questions, but Neil probably is the one to give you advice on this issue. Note that he has extended the appeal period to 14 days from today. .10 104641+1111 i 4AS h1 As Ahead of the curve 4$ 0 CITY i C' RENTON ..LL Hearing Examiner Jesse Tanner,Mayor Fred J.Kaufman February 17, 2000 Ms. Elizabeth Higgins Development Services Division City of Renton 1055 S Grady Way Renton, WA 98055 Re: Reconsideration of Decision re Elizabeth Place Preliminary Plat File No. LUA99-150,PP Dear Ms Higgins: This office has reviewed your memorandum regarding Condition No. 5 which included a condition that the vehicle turnaround should be constructed over an underground storm water detention system. As the text of the report shows,the two systems,the turnaround and detention systems, both vie for the same general area on Proposed Tract A. Allowing each system to be constructed might have either constrained the other moving the detention system closer to property zoned R-8 and developed with a single family home. This might have jeopardized the mature trees intended for preservation and the additional setbacks that were sought to buffer that existing single family home from the more intense R-10, small lot, albeit single family homes, and their detention system. The Recommendation should be altered for clarity to add the following condition: 10. The.detention system shall be located below ground and under the turnaround. If constraints make this impractical,the detention system shall still be located under the turnaround and the turnaround may be graded in a slight uphill fashion to allow a somewhat raised detention system. The western appearance of any detention system shall be moderated and naturally landscaped if it is not underground. This office hopes this adds more clarity to the decision. This change will be considered sufficient enough to extend the appeal and reconsideration periods which shall run for 14 days from this decision. Sincerely, Fred J. Kaufman Hearing Examiner cc: Parties of Record 1055 South Grady Way- Renton, Washington 98055 - (425)430-6515 :: This paper contains 50%recycled material,20%post consumer �$44,`' = CITY JS 1F RENTON 1,` City Clerk Jesse Tanner,Mayor Marilyn J.Petersen March 15, 2000 Mr. Brad Olschelfski Arcarius Homes 6947 Coal Creek Parkway, #257 Newcastle, WA 98059 Re: Elizabeth Place Preliminary Plat; File No. PP-99-150 D'e ar Mr. Olschelfski: , At the regular Council meeting of March 13, 2000, the Renton City Council approved the referenced preliminary plat subject to the conditions outlined in the hearing examiner's- recommendation, dated February 7, 2000 and the reconsideration letter, dated February 17, 2000.: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, Manly . ersen City Clerk/Cable Manager cc: Mayor Jesse Tanner Council President Randy Corman Elizabeth Higgins,Development Services Division Fred Kaufman, Hearing Examiner • 1055 South Grady Way - Renton, Washington 98055 - (425)430-6510 /FAX(425)430-6516 ®This paper contains 50%recycled material,20%post consumer March 13,2000 Renton City Council Minutes Page 86 Removal of Restrictive Trammell Crow Residential for the removal of restrictive covenants on Covenants for Trammell Crow property located at 2100 Lake Washington Blvd. as the site has been rezoned (2100 Lk Wash Blvd) (Lake Terrace Park Associates Rezone,R-90-081), and many of the conditions have either been met or no longer apply to the property. Refer to Planning& Development Committee. Finance: Valley Finance and Information Services Department recommended approval of an Communications Center PDA interlocal agreement creating a Public Development Authority for the purpose of issuing debt to construct a new Valley Communications Center for five south King County jurisdictions. Refer to Finance Committee. Plat: Elizabeth, 1221 Edmonds Hearing Examiner recommended approval,with conditions,,of the Elizabeth Ave NE(PP-99-150) Place preliminary plat; 17 single family lots on 1.67 acres located at 1221 Edmonds Ave.NE(PP-99-150). Council concur. King County: Transit Center Transportation Systems Division recommended approval of a Memorandum of Agreement Agreement with King County for the construction, operation and maintenance of the Renton Transit Center. Refer to Transportation Committee. MOVED BY CORMAN, SECONDED BY PERSSON, COUNCIL APPROVE THE CONSENT AGENDA AS PRESENTED. CARRIED. CORRESPONDENCE Correspondence was read from Andee Jorgensen,2411 Garden Ct.N., 98056, Citizen Comment: Jorgensen— commending the Mayor and Council for building a park for pedestrian activity Naming of Downtown in downtown Renton. She supports naming the park Piazza Renton. MOVED Pedestrian Park BY PARKER, SECONDED BY NELSON, COUNCIL REFER • CORRESPONDENCE TO THE PARK BOARD. CARRIED. OLD BUSINESS Community Services Committee Chair Nelson presented a report regarding Community Services criminal activity at Sunset Court Park. Sunset Court Park was inspected by the Committee Parks Department regarding criminal activity, cleanliness and lighting. With Parks: Sunset Court Park the exception of one lighter,the park was free from litter,broken glass,drug Criminal Activity(Lighting paraphernalia, and prophylactics. Further,there is an area light in the park set Request) with an electronic eye that operates from dusk to dawn seven days per week. Police Department records verify that no calls have been received for the past year regarding illegal activities in Sunset Court Park. It was noted that the gravel area between the asphalt alley and the park fence was fairly clean except for one used prophylactic and broken glass,which park department personnel removed. The alley to the east of the park contained considerable litter including bottles,cans,chairs,bingo cards,leaves and illegal brush dumping. The private property adjacent to and north of the park was extensively overgrown and contained a homeless camp. The Community Services Committee concurred with the staff recommendation that additional lighting is not required for this park as no calls have been received regarding illegal activities and it may negatively impact area residents. The Committee further recommended that the City's Code Compliance Office with the Planning/Building/Public Works Department contact the private property owner adjacent to and north of the park for cleanup and removal of the overgrown vegetation on the site. Further, it was recommended that the Code Compliance Officer coordinate the removal of the homeless camp. MOVED BY NELSON, SECONDED BY PERSSON, COUNCIL CONCUR IN THE COMMITTEE REPORT. CARRIED. Appointment: Municipal Arts Community Services Committee Chair Nelson recommended concurrence in Commission the Mayor's appointment of Nancy Clendaniel to the Municipal Arts 1. CITY OF RENTON COUNCIL AGENDA BILL AI #: C.• SUBMITTING DATA: FOR AGENDA OF: Dept/Div/Board.. HEARING EXAMINER Staff Contact... Fred J. Kaufman, ext. 6515 AGENDA STATUS: Consent XX SUBJECT: Public Hearing.. Elizabeth Place Preliminary Plat Correspondence.. File No. LUA99-150,PP Ordinance Resolution Old Business.... EXHIBITS: New Business.... Study Session... Hearing Examiner's Report and Recommendation Other RECOMMENDED ACTION: APPROVALS: Legal Dept Approval of Hearing Examiner's Recommendation Finance Dept.... Other FISCAL IMPACT: N/A Expenditure Required... Transfer/Amendment.. Amount Budgeted Revenue Generated... SUMMARY OF ACTION: The Hearing Examiner's Report and Recommendation on Elizabeth Place Preliminary Plat was published on February;7, 2000. A request for reconsideration was received and the Examiner added a further condition to his Recommendation. The appeal period ended on March 2, 2000. 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 and the condition added in his reconsideration. 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 the Elizabeth Place Preliminary Plat. a ?. • February 7,2000 OFFICE OF THE HEARING EXAMINER CITY OF RENTON • REPORT AND RECOMMENDATION APPLICANT: Brad Olschelfski Arcarius Homes Elizabeth Place Preliminary Plat File No.: LUA-99-159,PP LOCATION: 1221 Edmonds Avenue NE SUMMARY OF REQUEST: To subdivide 1.67 acre parcel into 17 lots for single family residences SUMMARY OF ACTION: Development Services Recommendation: Approve with conditions DEVELOPMENT SERVICES REPORT: The Development Services Report was received by the Examiner on January 12,2000. 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 January 18,2000 hearing. The legal record is recorded on tape. The hearing opened on Tuesday,January 18,2000,at 9:05a.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: Vicinity map application,proof of posting,proof of publication and other documentation pertinent to this request. Exhibit No.3: Zoning map Exhibit No.4: Preliminary plat site plan Exhibit No.5: Existing and proposed grading plan Exhibit No. 6: Utilities and drainage plan Exhibit No.7: Shared driveway profile for Lots 10, Exhibit No. 8: Elevation drawings 11 and 12 Exhibit No. 9: Slope map Exhibit No. 10: Code interpretation Exhibit No. 11: Proposed Amendment to Staff Conditions The hearing opened with a presentation of the staff report by ELIZABETH HIGGINS,Project Manager, Development Services,City of Renton, 1055 S Grady Way,Renton, Washington 98055. The applicant is proposing to divide a 1.67 acre parcel into 17 lots for detached single family homes.The site is located in `Brad Olschelfski • Elizabeth Place Preliminary Plat File No.: LUA-99-150,PP,V February 7,2000 Page 2 northeast Renton across from the McKnight Middle School in an area that has been heavily developed with single family homes and some multi-family apartments. The site is zoned R-10,but adjacent to the north, east and west it is zoned R-8. A new public road is proposed from Edmonds Avenue NE which would serve all but Lots 1 and 2 which would be accessed directly from Edmonds. The new road would have a slope of about 15% or less. Due to concern about the slope along NE 12th which has up to a 19%slope,the applicant is being required to place a gate across the lower part of the access road to limit access to emergency purposes only. Tract A in the southwest portion of the site will be a storm water pond. Lots 10, 11, and 12 will be accessed via an easement across Lot 11. The applicant is requesting a variance to clear slopes greater than 40%. There is an existing house on the site which will be removed prior to development. The storm water plan is to collect storm water along a swale on the west property boundary into a pond on Tract A where it will be cleaned prior to entry into a storm water conveyance that would be built by the applicant in NE 12th and then connected to an existing facility at the corner of NE 12th'and Dayton. The steep slopes up to 54%are in the area of where the road would be located adjacent to Lots 3 through 6. The geotechnical report recommended removal of approximately 1,500 to 2,000 cubic yards of previously imported fill from this area. The applicant has asked for administrative approval of reduced public street right-of-way from 50 to 42 feet. The applicant may be required to go before the Board of Public Works for modification of driveways sloped greater than 8%. The Environmental Review Committee(ERC)issued a Determination of Non-Significance-Mitigated(DNS- M)with several mitigation measures attached. The measures included several erosion control procedures to be followed prior to and during construction, as well as payment of fire,traffic and parks mitigation fees. The Comprehensive Plan(CP)land designation for this site is Residential Options,and the proposal is consistent with CP policies such as planned residential neighborhoods with infill development. The proposal also provides frontage on streets rather than parking lots, and provides a variety of housing facades. The density of the project is 12.5 dwelling units per acre. The R-10 zone has a maximum density of 10 units per acre; however, if all the units are single family detached,then the density can be increased to 13 dwelling units per acre. The lot sizes range from approximately 3,000 to 4,276 square feet. This project complies with the underlying R-10 zoning designation and its development standards such as lot size, setbacks,and lot arrangement. The storm water system can accommodate the increased runoff from this project. Water and sanitary sewer facilities are also adequate to serve the project. The setback area between the R-8 and R-10 zone requires landscaping by the applicant. That area is along the west property line and along Edmonds Avenue NE. There are two large maple trees located on or near the west property line. Staff would request that the applicant make every effort to preserve these two trees. The Renton School District has indicated there are sufficient resources to accommodate the additional students from this project. Regarding the variance request,the Tree Cutting and Land Clearing regulations prohibit tree cutting and land clearing on parcels where the individual slopes are in excess of 40%. The public road would cross a portion of the sloped area with lots developed on the east side. The imported fill material would present an undue hardship if the applicant was prohibited from removing this material and grading these slopes to a workable percentage. By decreasing these slopes or removing them,the surrounding area would benefit due to decrease in storm water runoff velocity. This activity would be accomplished in the normal course of construction activity on the site and would present a minimal amount of impact. Brad Olschelfski - Elizabeth Place Preliminary Plat File No.: LUA-99-150,PP,V February 7,2000 Page 3 • Staff would recommend approval of the preliminary plat subject to the following conditions: (1)compliance with the ERC mitigation measures; (2) installation of the emergency only gate at the south end of the new public road; (3)maintenance agreement or homeowners association established for the maintenance of Tract A; (4) placing of the following note on the face of the plat prior to recording that"Each primary building permit application submitted to the City of Renton Development Services Department must be accompanied by a geotechnical report. Said report shall include recommendations for building site preparation and building foundation construction for the individual lot for which the building permit has been requested"; (5)placing a note on the face of the plat prior to recording that specifies only single family detached homes would be constructed on these lots. Paul Green, 1103 Shaw Road,Puyallup,Washington 98374,applicant representative herein,concurred with the staff report and proposed conditions of approval. He further explained that the driveway access for Lot 2 is - proposed;from the new public street and not Edmonds Avenue. The steepest portion of the driveway for Lots 10, 11 and 12 is 15%and will require approval from the Board of Public Works. David Halinen, 10500 NE 8th,#1900, Bellevue,Washington 98004, applicant representative herein, addressed the variance request. According to a code interpretation that was rendered on November 3, 1999,by Jana Hanson, Director of Development Services Division,the slope analysis metholodogy from the Green Belt Regulations applies to the regulation of tree cutting and land clearing and slopes exceeding 40%for another ordinance purpose. The applicant was unaware of this and had not done an analysis to determine the average slope and;whether it reached 40%. Under this code interpretation it may not be necessary for a variance to be granted on this project. Different procedures were discussed to resolve this issue. The applicant also submitted an amendment to the staff condition regarding the wording of the maintenance agreement or homeowners association. Terre Scappini,2400 NE 12th,Renton, Washington 98055,whose property is adjacent to the subject site in the southwest corner, stated her concerns regarding Tract A. She asked that the two large maples be retained, both for her privacy and to help prevent soil erosion. Her property is about 3 feet below the project site and she is concerned that her back yard might fill up with mud. After discussion among the parties, it was determined that there is no landscaping setback required in this zone,but staff recommended that it be required between Tract A and the adjacent property to the west. Mr. Green described the proposed wet vault/detention pond. The pond is to be located about four feet below the property to the west,and the top of the wall will be close to the existing grade, or up to 18 inches above grade. The roots!of the existing maple trees extend into this area. Neil Watts,Plan Review Supervisor,Development Services Division, City of Renton, 1055 S Grady Way, Renton, Washington 98055,discussed saving the maple trees,the emergency gate access,putting a turnaround or some type of driveway on Tract A, and the grading issues. 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 10:05 a.m. FINDINGS,CONCLUSIONS&DECISION Having reviewed the record in this matter,the Examiner now makes and enters the following: Brad Olschelfski Elizabeth Place Preliminary Plat File No.: LUA-99-150,PP,V February 7,2000 Page 4 FINDINGS: 1. The applicant,Brad Olschelfski,filed a request for approval of a Preliminary Plat for single family uses together with a variance to allow land clearing on slopes in excess of 50 percent. 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),the City's responsible official, issued a Declaration of Non-Significance-Mitigated(DNS-M)for the subject proposal. 4. The subject proposal was reviewed by all departments with an interest in the matter. 5. The subject site is located at 1221 Edmonds Avenue NE. The site is on the northwest corner of Edmonds Avenue NE and NE 12th Street. 6. The subject site was annexed to the City with the adoption of Ordinance 1567 enacted in September 1956. 7. The subject site is classified R-10(Residential; Single Family or Attached Multiple Family). 8. The map element of the Comprehensive Plan designates the area in which the subject site is located as suitable for the development of multiple option residential uses,but does not mandate such development without consideration of other policies of the Plan. 9. The single family home and accessory buildings located on the subject site would be removed if the plat and variance are approved. 10. The subject site is an approximately 72,622 square foot(1.66 acre)parcel. It is approximately 255 feet wide(east to west)by approximately 285 feet deep. 11. The subject site slopes downward to the west from approximately 330 feet to approximately 290 feet. Fill materials placed on the site in the past also created some local slopes in excess of 50 percent. It is the vegetation on these steeper slopes that necessitated the variance request. 12. The applicant proposes dividing the subject site into 17 lots for detached single family uses plus an additional tract,Tract A,for storm water detention. 13. The R-10 zone permits either attached or detached units. Density for attached units may range up to 10 lots per acre. A density of 13 units per acre may be permitted for a property developed with all detached units. Reducing the acreage by the areas encompassed by roads(approximately .30 acres) results in a developable acreage of approximately 1.36 and a proposed density of 12.5 units per acre. 14. Edmonds rises slowly to the north. NE 12th Street has an approximately 12 to 19 percent slope rising from west to east toward Edmonds. 15. The applicant proposes developing a new"L" shaped road that connect Edmonds on the east to NE 12th on the south. The road will be gated at NE 12th and used for emergency access and pedestrian passage. The City was concerned about vehicular safety due to the slope and sight distances along 12th and Brad Olschelfski Elizabeth Place Preliminary Plat File No.:!LUA-99-150,PP,V February 7,2000 Page 5 called for the restricted access. 16. The applicant has received administrative approval to create a reduced public right-of-way of 42 feet rather than the 50 feet normally required for residential streets. 17. The applicant will be creating a small 6-lot block(Proposed Lots 1 - 6)tucked into the crook of the new "L" shaped road and located in the southeast corner of the site. Tract A will then be located in the extreme southwest corner of the plat. Proposed Lots 7 through 17 will run from the southwest to the northeast and are located west and north of the new roadway. 18. Proposed Lots 10, 11 and 12 will share an access off the new roadway. 19. The R-10 Zone permits lots of 3,000 square feet for detached housing. Interior lots must be a minimum of 30 feet wide and corner lots 40 feet wide. Lots must be at least 55 feet deep. The proposed lots range in size from 3,000 square feet to 4,276 square feet. 20. Proposed Tract A is approximately 4,159 square feet. While it is intended to be used for storm water detention, it is large enough to support a single family lot. Language to prevent housing development will be necessary to avoid any potential misuse of that lot. 21. Similarly,the increased density permitted on this property is based on detached housing being constructed. Language to assure single family detached housing remains the sole use of the lots will be necessary. 22. The proposed lots are generally set at right angles to the street system. As noted,three lots, 10, 11 and 12 will be served by a pipestem type access. 23. The development would generate approximately 162.35 vehicle trips per day. Staff did not find any problems with this traffic load with access restricted to ingress and egress via Edmonds. 24. The site's population will add approximately 7.5 students to the schools of the Renton School District. The district assigns students on a space available basis. 25. The applicant proposes developing a detention system on Tract A. This tract is immediately adjacent to a!single family home in an R-8 Zone. The applicant was not sure about the design or above ground profile of any detention structure. There are some older, large trees located at the western boundary of the subject site between the subject site and the adjacent single•family home. 26. Apparently,there was an administrative interpretation regarding how to measure or ascertain slopes. This interpretation was made on November 3, 1999,by Jana Hanson,Development Services Director. A variance was requested to allow the removal of the imported materials which are overlaid by vegetation. The grading itself would be permitted but the removal of vegetation on the slopes in excess of 40%requires the variance. 27. The steep slopes are located in the south-central area of the subject site. As noted, apparently a previous owner had imported materials and created these steeper slopes. Over time vegetation grew on these areas. Vegetation removal from steep slopes is governed by the City's Land Clearing Ordinance (Section 4-4-130). Brad Olschelfski Elizabeth Place Preliminary Plat File No.: LUA-99-150,PP,V February 7,2000 Page 6 CONCLUSIONS: Preliminary Plat 1. The proposed plat appears to serve the public use and interest. The plat provides additional small lot single family housing opportunities in an area of the City well served by urban services. The detached single family homes blend better with the immediately surrounding single family uses than attached multiple family housing which the Zoning and Comprehensive Plan also permits on this site. 2. The parcels are generally rectangular and even the harder to access northwestern lots are rectangular. Access to these lots will be via a pipestem easement. The plat will have a new roadway that provides reasonable access while avoiding creating an unsafe intersection along NE 12th. The gated road will provide access but might complicate access for larger vehicles that might visit the site including garbage and delivery trucks. 3. The applicant should provide a turnaround on Tract A which is already a commonly maintained storm ;detention parcel. The turnaround can be located on top of an underground detention system. An ,..underground system will not be visible to the single family home to the west. Also an underground system can be located further toward the east thereby sparing the existing larger trees. This would prevent blighting the parcel to the west. The parcel to the west is in a different zoning district,the R-8 district,and should be protected from the more intense uses proposed for the R-10 zoned subject site. Protecting the existing mature trees will serve to buffer the site. 4. The development should not tax either the road system or the existing utility infrastructure. Development of the additional lots will also increase the tax base of the City. 5. The proposed development of this area will also permit infill in an area with services and avoid urban sprawl. 6. As proposed the plat will provide a density of approximately 12.5 dwelling units per acre as permitted if the housing is detached single family uses. A covenant or language on the face of the plat should be used to insure that the lots of this plat can only be developed with detached single family homes. 7. The applicant will need approval of the Board of Public Works for any driveways or roadways which exceed City Standards. 8. In conclusion,the proposed plat appears to meet standards and will add to the tax base of the City without unduly burdening City systems. Variance 9. Variances may be granted when the property generally satisfies all the conditions described in part below: a. The applicant suffers undue hardship caused by special circumstances such as: the size, shape,topography, or location where code enforcement would deprive the owner of rights and privileges enjoyed by others similarly situated; b. The granting of the variance would not materially harm either the public welfare or Brad Olschelfski __ Elizabeth Place Preliminary Plat File No.:ILUA-99-15 0,PP,V February 7,2000 Page 7 other property in the vicinity; c. The approval will not constitute a special privilege inconsistent with the limitations on other property in the vicinity; and d. The variance is the minimum variance necessary to allow reasonable development of the subject site. The applicant's property appears ripe for the variance requested. 10. , The steep slope conditions found on the subject site are not natural. They were created by depositing materials on the site from construction operations of a prior owner. The materials are not particularly stable, although they have become covered with vegetation over the years. These depositions have - created a unique and artificial slope that is not conducive to appropriate redevelopment of the site as envisioned in the Comprehensive Plan. 11. Approval of the variance will not materially harm either the subject site or other property. Drainage has been accounted for in a proposed detention system. The steep slopes are not natural and the grading will create a more moderate terrain. The only way to create moderate terrain is to remove the vegetation. 12. Approval of the variance should not create any special privilege. There are few sites where the slopes were artificially altered to create extremely steep slopes. Therefore,approval of the variance will not create any undue precedent. 13. The variance appears to be the minimum necessary to allow reasonable redevelopment of the subject site. The steep sloped areas are fairly well confined, although vegetation will be removed from a majority of the site including those areas not constrained by the steeper slopes. 14. In conclusion,the proposed plat and variances as conditioned appear to provide a reasonable opportunity to develop the subject site and not unduly affect neighboring property. RECOMMENDATION: The Preliminary Plat and Variance are approved subject to the following conditions: 1. The applicant shall comply with the ERC's mitigation measures;: 2. Due to restrictions on vertical sight distance at the intersection of Edmonds Ave NE and NE 12th Street, applicant shall install an "emergency use only" gate at the south end of the new public road where it intersects with NE 12th Street; 3. A maintenance agreement shall be drafted and recorded,or a homeowners association be established, for the maintenance of all common stormwater and private access improvements, including Tract A; 4. The following note shall be included on the face of the plat prior to recording: "Each primary building permit application submitted to the City of Renton Development Services Department must be accompanied by a geotechnical report. • Brad Olschelfski Elizabeth Place Preliminary Plat File No.: LUA-99-150,PP,V February 7,2000 Page 8 Said report shall include recommendations for building site preparation and building foundation construction for the individual lot for which the building permit has been requested." 5. The applicant shall provide a turnaround on Tract A which shall be constructed over an underground detention system. 6. The detention system shall be located as far as practical from the western property line. 7. The applicant shall preserve the mature trees located along the western boundary if at all practical. 8. The applicant shall include a covenant for language on the face of the plat to insure that the lots of this plat can only be developed with detached single family homes. 9. The applicant shall include a covenant for language on the face of the plat to insure that Tract A shall be restricted for use solely as storm water detention system. ORDERED THIS 7th day of February 2000. FRED J.KA AN HEARING E INER TRANSMITTED THIS 7th day of February,2000 to the parties of record: Elizabeth Higgins Paul Green David Halinen 1055 S Grady Way 1103 Shaw Road 10500 NE 8th,#1900 Renton,WA 98055 Puyallup, WA 98374 Bellevue, WA 98004 Neil Watts Terre Scappini 1055 S Grady Way 2400 NE 12th Renton,WA 98055 Renton,WA 98056 TRANSMITTED THIS 7th day of February,2000 to the following: Mayor Jesse Tanner Gregg Zimmerman,Plan/Bldg/PW Admin. Members,Renton Planning Commission Jana Hanson,Development Services Director Chuck Duffy, 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 Betty Nokes,Economic Development Director. Pursuant to Title IV,Chapter 8, Section 15 of the City's Code, request for reconsideration must be filed in writing on or before 5:00 p.m., February 22,2000. 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 ' Brad Qlschelfski Elizabeth Place Preliminary Plat File No.: LUA-99-150,PP,V February 7,2000 Page 91 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 16,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. 44.,-rr' 7 CI 'OF RENTON a 'w,h Hearing Examiner Jesse Tanner,Mayor Fred J.Kaufman • February 17,2000 Ms.Elizabeth Higgins Development Services Division City of Renton '1055 S Grady Way 'Renton, WA 98055 • ,Re: Reconsideration of Decision re Elizabeth Place Preliminary Plat File No.LUA99-150,PP • Dear Ms Higgins: This office has reviewed your memorandum regarding Condition No. 5 which included a (condition that the vehicle turnaround should be constructed over an underground storm water detention system. • As the text of the report shows,the two systems,the turnaround and detention systems, both vie for the same general area on Proposed Tract A. Allowing each system to be constructed might have either constrained the other moving the detention system closer to property zoned R-8 and developed with a single family home. This might have jeopardized the mature trees intended for preservation and the additional setbacks that were sought to buffer that existing single family home from the more intense R-10,small lot,albeit single family homes,and their detention system. The Recommendation should be altered for clarity to add the following condition: 10. The detention system shall be located below ground and under the turnaround. If constraints make this impractical,the detention system shall still be located under the turnaround and the turnaround may be graded in a slight • uphill fashion to allow a somewhat raised detention system. The western appearance of any detention system shall be moderated and naturally landscaped if it is not underground. This office hopes this adds more clarity to the decision. This change will be considered sufficient enough to extend theappeal and reconsideration periods which shall run for 14 days from this decision. Sincerely, • Fred J.Kaufman Hearing Examiner cc: Parties of Record 1 floc Qroith craw Way- RPntnn Wachinatnn 9Rf55 - (495141n-6515 • " ELIZABETH PLACE • Section 5,Township 23 N.Range 5 E.Willamette Meridian,King County,Washington i• .3,. : y GRAPHIC SCALE • t•.an• W E rilD1ti% 'l� g I1 ) I s zo s--:1 1 \� 1 • ` I ��o� �p� I r�° \ a t I �1 ! I I R I ` I GENERAL NOTES & UTILITIES: I '�, ,: I .0�'q`,T itcsf ' ryaoae w.u\ Wro \Sw m,J - Ion .ut• ,1 i UTILITIES: i.:.• • .. NaaC4T \I711 I \ .�° , ,� _ 1 1I NATER CITY CF iENTON 1 1 ;; : —.\ SEWEMSE: r,7. N. CAEtE •` V.• I! IF$i 17 , oIlli 6T § +aw • O�fla EIC9TW0INVE! K Y. ►� .+' I \ \ ^\ 1 , \ 5t p ? r'1 1 IN1}7+i I i EGOS W7 SIZE:RELI32E6C 501.11 VICINITYIIMP L ; 1 ROARS f181C 14131 SO FT/032 Af3E5 TfE, }( WALE��WAlE I 1 ` \ \ / Twirl?1PpLE /z1-' E. I C /\ ; ._ a / . 1 I i - �` 0 OWNER DEVELOPER: •.t 1 -.�3 , ! ii I I. APCMaa Hlsch FOREST ,11 12 \ C/a Brad Olstilefskl �.._--\_ It4.. 1M +t,. t ,s \ \ 1 .( i ,yf/ I 6947 Coal Creek PkNY./257 } \ \ - 2t.°1.• 4 \ s��s 0om• R' rl >< mall:bslamef@OOltta ASP l -.. --- 1 • \ \' \ I,.\ at, •" ? tiFFff;u7Y'Y* E Ne>w11'vat*"� 1' Fiona�zs.7a6st71 q o I \\x - _ \ ffi I -,��.�f -ir,•--------- -- ----� 11' \ • I l ENGINEER / SURVEYOR: • LOT SUMMARY f f'!L! 9 :(( t I ,t,./' / eRoy ma Erntree%Ire _LT—te,fso:V en •Ear: L e' Y+.� 1 �I l e �_ L r1- a 4 •.IL I1 y1 T1 I�11 8 1 I L PD.floe 7t .. T.: g_o to ,gi I �"' .... Lyr sq. 5i 1 1 1 I-I r , yI K--{—ter, _ r gryellw NA 99371 aj�]�a o.oi z 9 f n dE f 1 aJ { I l I \ —61WtERDRhEWA Pnnta: (2C6)aAs-6600 • y_a Ma_�» 0 I !' Tp-7-1—i—.... ; aT,__o / oµ WAl`310 I aooa- Paulalssfrcma xoi n.oi .... ✓✓✓ ` a Gout o of ..t. A I`.- eeraa ,, .. _ K•�...._ 7 �j 'sLOTto stKEEF t ro' e;or t. U <'! t Sp rS a' -F. ATIS OfCEIf FOR I _ t �\ -��� "� \ tad!' `y8z.,_ 3tF±ttr .;st.,'3:. _ sNAREUDwvEFOR I ; DHSCRIP770N • torn—o.oi t.t)- ..rl••.. ,.a---.s ••CIF 1 •:V• ,I��r3Ei• ..,- `• =WAR um¢ Pum A ma e.ot ..tc y(/1 y 'f x N Atli U.W .09. MM }c� ' ��7;t•� t'J \ _ 1. l i. Dr meth HMI of t6.south Half of Lot ztL CD.x111tm1 LrM Wd,Lgtm - am _oT t1 fl t. \ T _$(!�F a \ .• tQ' ` ,-- \ Gordon of Earn IAfnlon to Ito City f Seattle.olel.lm tLl6n-4 orm'olrp _ Ana—b.or tat. \ Q \' \ •d 1 \ V � \ •. ) +l 3)� ` $ .,� I vlet Ural maned N Dorm 11 of Plato.POW a2 In:um Canty. __ tots oce9 A.IS •� 8 11�� \1 \ r s Yctm t30,00 000 o et t.tl I 1 l rrt ---- . \ PIXEL It lobo o.os e I �amaatr 1 .. ti, ' '_°` l,tC.. '/---`•--- n g tt:a o.i'o,._ \ r� T / i9007•' ---\ \ G I Tf qN1 Wlf of the smith Pelf of Lot GIL CD.NULen%DM Ne hlrot ti 1 I / Y e°tY t. j �•sT• .lea o.to S.n �gI.• x L 1\ ! WØTI'*J / �= Fj 'i DUDINI S�ETB CA f rocerned to vaic.1f of vuett ez m K mntY. Tofu rxaa Iu ,0000T` �� \ \ tt>m �iiirrr \ �m 1 C I FRON,• zd LEGEND in 1 NPR tf / `/•� • I 90Str \ I' SIDE TO LOT CEE TO STfEET: 15' 5 64.137241 DaOen IDES 9 1 \1. ' �T L I�F FO�E,DBODEWAIK --\- 1 )k •' I ` S FEAROGRAPIIY: --- — oe oti aN¢Eaann LPEan ~ `-_ 1 FNo LDS g 14 1 I `t ttte• �'tt• J F l l T fI T 5 $ ___t 1 a.I En I Y L SURVEYORS 6TOPCGRARDC I EIGUEERS. —Y-..M= EIRSTDO W�DI __...- c I. NROPWEDWAIER WE �' .�.� l �v\ eom.aR l :I t.• ri :I' a \ OCTOSEN 1909 �IA q� �.. .' N 8 ERGLNLYYEf11GS 9f 55 \ a _ • RIQ+7lID YAM WIN t 44 TD, 1, I ' 1 e \ �0 •. I PUBLIC SERVICES: —a a— mmosEn avmun�7o. zlN \ �� � eCOi/• t r yl \r"'try e�ItmR •r Fi FIRE DISTRICT: CITY CF FORM - - PAvOo/f t �\�\ , z \ 1 :l 1 I .\Q . I FELICE: CITY OF OENTCN i il ji \ I .. '.1 / AA`\\•q' \\ \7-..,ep j g t 1- I I I ROAD & STORM IMPROVEMENTS. exoran foe Neu • I ,:gmKelcmama , .Y! 1 `k. tb'•` °°!p\;\\r;•�\ I 5 I '� ���1 srrnt at+ffF To BE]n]TEn INro Ftasc s7arH oRA7NArE. —K—x—x— t�ssr]rePna b.aa, g: I I A'.• f-•.----- \a ., .t A s. FACILITIES.N W RNOFF 7O IX HOJTED TO Itn1VDU L 0 R POnla seauirf EDER Kranz _ —�� ( ��•• \ \ •\ �- ...1....1 INFILTRATS01 SYSTEMS. x, gi(Pega crowd LOCJitDI fEr' ^��C '"^—,'vanT — ALL NODS TO EE RELIC. �lr..lniIrL'/faFi$£%NI—. • 4, ,v. '�' ' •!`4f'it,4'�nt"n, .•s� I t 0 EKISIDO IRE!walk L 1T14 .I' DA1AT BeriE '•.•.+ a --t-Y r-- `-- "'y`-1 `"..:'. Q I TREE CUTTING AND LAND CLEARING • azuaN .•.,`;;::1�'•'�;:,,L•:• .� �,:�gayT�tlo'r 1•�7 •:-":-.,.5, • 5:�:': • :•�: I � ` • � moasFn STREET Lion —a .-..•�... e'.•...\;-:N :``•7' .° '"3. 1,-ii0 '. •':,.: rDE mow • .. •\ .. •� `:':•: ti I TIE CONST SITE WILL BE FEWEN U PEaDm T. ADD00AlE • •.. ...':<: •,:f/...�:� I \ TIE @SIR1Cla7i OF TIE NFSDENTIAL nF11aL5. r— ' _/ r� —�'—� I I s 1 I I I MOE BEES MAY I£IETAItED ON THE PERDETER IT TIE SITE. O STON nrTW uia MIN ESSTNISb•WATERLNEI I l I I \ ` _':a •''`__I ____ SIlfTULK r I I ii I I `l \ w` ` Ifs re. I LANDSCAPE BUFFER QSI N� 11 R6aLYn Slsswx I \ \ \ s A 10'LAN,SCJFE OFFER MO UTILITY EASEMENT . ,'•.....' FARMS R H V-SDEET Ida DEse.Flf111S I s \ `. • I I I WILL BE PROVIDED ALCtG ALL STIEET FRONTAGES. SHEET 1 — OF 3 SCHEDULE A The land referred to in this certificate is situated in the county of King, state of Washington, and described as follows : PARCEL A: The north half of the south half of Lot 211, C .D. Hillman' s Lake • Washington Garden of Eden Addition to the City of Seattle, Division Number 4, according to the plat thereof recorded in Volume 11 of Plats, page 82, in King County, Washington. PARCEL B: The south half of the south half of Lot 211, C.D. Hillman' s Lake Washington Garden of Eden Addition to the City of Seattle, Division Number 4 , according to the plat thereof recorded in Volume 11 of Plats, page 82 , in King County, •Washington. • All situate in the Southeast quarter of Section 5, Township 23 north, Range 5 East, W.M. , City of Renton, King County Washington ��r�;��j CIT' OF RENTON ‘orsalL. - Hearing Examiner Jesse Tanner,Mayor Fred J.Kaufman March 6, 2000 • • �i . Mr. Brad Olschelfski Arcarius Homes 6947 Coal Creek Parkway,#257 Newcastle, WA 98059 Re: ELIZABETH PLACE PRELIMINARY PLAT FILE No. LUA-99-150,PP Dear'Mr. Olschelfski: The Hearing Examiner's Report and Recommendation and his further Reconsideration regarding the referenced request have 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, r Fred J. Kaufman Hearing Examiner - FJK/rnm cc: Elizabeth Higgins Sandi Seeger 1055 South Grady Way- Renton, Washington 98055 - (425)430-6515 al This oaoer contains 50%recycled material.20%post consumer • CITY OF RENTON COUNCIL AGENDA BILL AI #: SUBMITTING DATA: FOR AGENDA OF: Dept/Div/Board.. HEARING EXAMINER Staff Contact... Fred J. Kaufman, ext. 6515 AGENDA STATUS: Consent XX SUBJECT: , Public Hearing.. Elizabeth Place Preliminary Plat Correspondence.. File No. LUA99-150,PP Ordinance Resolution Old Business.... EXHIBITS: New Business.... Study Session... Hearing Examiner's Report and Recommendation Other RECOMMENDED ACTION: APPROVALS: Legal Dept Approval of Hearing Examiner's Recommendation Finance Dept.... Other FISCAL IMPACT: N/A Expenditure Required... Transfer/Amendment.. Amount Budgeted Revenue Generated... SUMMARY OF ACTION: The Hearing Examiner's Report and Recommendation on Elizabeth Place Preliminary Plat was published on February 7,2000. A request for reconsideration was received and the Examiner added a further condition to his Recommendation. The appeal period ended on March 2, 2000. 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 and the condition added in his reconsideration. 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 the Elizabeth Place Preliminary Plat. CITY OF RENTON • PLANNINGBUILDING/PUBLIC WORKS MEMORANDUM • DATE: February 26,2000 TO: Marilyn Moses FROM: Sonja J.Fesser SUBJECT: Elizabeth Place Preliminary Plat Format and Legal Description Review I have reviewed the above referenced legal description and find it to be satisfactory, except the following indexing information(quarter-section, section,township and range) should be added to the end of said legal description as: • • All situate in the Southeast quarter of Section 5,Township 23 North,Range 5 East, W.M., •City of Renton,King County, Washington. • \\TS SERVER\SYS2\COMMON\\\CENTRAL\SYS2\DEPTS\PBPW\FILE.SYS\LND\10\0348\RV000225.doc SCHEDULE A The land referred to in this certificate is situated in the county of King, state of Washington, and described as follows : PARCEL A: The north half of the south half of Lot 211, C.D. Hillman's Lake • Washington Garden of Eden Addition to the City of Seattle, Division Number 4, according to the plat thereof recorded in Volume 11 of Plats, page 82, in King County, Washington. PARCEL B: The south half of the south half of Lot 211, C.D. Hillman' s Lake Washington Garden of Eden Addition to the City of Seattle, Division Number 4 , according to the plat thereof recorded in Volume 11 of Plats, page 82 , in King County, .Washington. All situate in the Southeast quarter of Section 5, Township 23 north, Range 5 East, W.M. , City of Renton, King County Washington " CIT x--'OF RENTON .�a Hearing Examiner _ f Jesse Tanner,Mayor Fred J.Kaufman • February 17, 2000 • Ms.Elizabeth Higgins Development Services Division City of Renton 1055 S'Grady Way Renton,WA 98055 Pie: Reconsideration of Decision re Elizabeth Place Preliminary Plat File No.LUA99-150,PP Dear Ms Higgins: This office has reviewed your memorandum regarding Condition No. 5 which included a condition that the vehicle turnaround should be constructed over an underground storm water detention system. As the text of the report shows,the two systems,the turnaround and detention systems, both vie for the same general area on Proposed Tract A. Allowing each system to be constructed might have either constrained the other moving the detention system closer to property zoned R-8 and developed with a single family home. This might have jeopardized the mature trees intended for preservation and the additional setbacks that were sought to buffer that existing single family home from the more intense R-10,small lot,albeit single family homes,and their detention system. The Recommendation should be altered for clarity to add the following condition: 10. The detention system shall be located below ground and under the turnaround. If constraints make this impractical,the detention system shall still be located under the turnaround and the turnaround may be graded in a slight uphill fashion to allow a somewhat raised detention system. The western appearance of any detention system shall be moderated and naturally landscaped if it is not underground. This office hopes this adds.more clarity to the decision. This change will be considered sufficient enough to extend theli•ppeal and reconsideration periods which shall run for 14 days from this decision. Sincerely, Fred J.Kaufman Hearing Examiner cc: Parties of Record 1055 South Grady Way- Renton, Washington 98055 - (425)430-6515 FEB 14 �u-:I ' CITY OF RENTON HEARING EXAMINER CITY OF RENTON Planning/Building/Public Works MEMORANDUM DATE: February 11, 2000 TO: Mr. Fred Kaufman, Hearing Examiner FROM: Elizabeth Higgins, Senior Planner, (425)430-7382 SUBJECT: Elizabeth Place (LUA99-150, PP, ECF Question about Condition Included with this memorandum is page 8 of the Report and Recommendation for the Elizabeth Place Preliminary Plat. I have a question regarding condition no. 5, "The applicant shall provide a turnaround on Tract A which shall be constructed over an underground detention system." The applicant was not intending to put the detention system on Tract A underground. Is part of this condition that it should be designed to be located underground? If so, should this be an additional condition? Thank you. Copy: Neil Watts File HEXmemo02.rtfl -17-11Thll [E FEB 14 . uuU Li CITY OF RENTON CITY OF RENTON HEARING EXAMINER Planning/Building/Public Works MEMORANDUM DATE: February 11, 2000 TO: Mr. Fred Kaufman, Hearing Examiner FROM: Elizabeth Higgins, Senior Planner, (425)430-7382 SUBJECT: Elizabeth Place (LUA99-150, PP, ECF Question about Condition Included with this memorandum is page 8 of the Report and Recommendation for the Elizabeth Place Preliminary Plat. I have a question regarding condition no. 5, "The applicant shall provide a turnaround on Tract A which shall be constructed over an underground detention system." The applicant was not intending to put the detention system on Tract A underground. Is part of this condition that it should be designed to be located underground? If so, should this be an additional condition? Thank you. Copy: Neil Watts File • HEXmemo02.rtf\ f Brad Olschelfski Elizabeth Place Preliminary Plat File No.: LUA-99-150,PP,V February 7,2000 Page 8 Said report shall include recommendations for building site preparation and building foundation construction for the individual lot for which the building permit has been requested." The applicant shall provide a turnaround on Tract A which shall be constructed over an underground detention system. 6. The detention system shall be located as far as practical from the western property line. II 7. The applicant shall preserve the mature trees located along the western boundary if at all practical. 8. The applicant shall include a covenant for language on the face of the plat to insure that the lots of this plat can only be developed with detached single family homes. 9. The applicant shall include a covenant for language on the face of the plat to insure that Tract A shall be restricted for use solely as storm water detention system. ORDERED THIS 7th day of February 2000. . -11-'t--—,.Q VI 1"-"". - .JFRED J. KA AN HEARING E INER 1 TRANSMITTED THIS 7th day of February,2000 to the parties of record: Elizabeth Higgins Paul Green David Halinen 1055 S Grady Way 1103 Shaw Road 10500 NE 8th,#1900 Renton,WA 98055 Puyallup, WA 98374 Bellevue, WA 98004 Neil Watts Terre Scappini 1055 S Grady Way 2400 NE 12th Renton,WA 98055 Renton,WA 98056 I TRANSMITTED THIS 7th day of February,2000 to the following: Mayor1Jesse Tanner Gregg Zimmerman,PlanBldg/PW Admin. Members,Renton Planning Commission Jana Hanson,Development Services Director Chuck Duffy,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 Betty Nokes,Economic Development Director Pursuant to Title IV,Chapter 8, Section 15 of the City's Code, request for reconsideration must be filed in writing on or before 5:00 p.m., February 22,2000. 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 AFFIDAVIT OF PUBLICATION Charlotte Ann Kassens first duly sworn on oath states that he/she is the Legal Clerk of the NOTICE of ENVIRONMENTAL ., ENVIRONMENTALR VIEW COMMITTEE I!' SOUTH COUNTY JOURNAL RENTON,WASHINGTONThe )EnvironmentalReviewCommittee600 S. Washington Avenue, Kent, Washington 98032 Nonsi nasicanced aDeterminationof. lowing project underNthe authority d for tof he the a daily newspaper published seven (7)times a week. Said newspaper is a legal Renton Municipal Code. newspaper of general publication and is now and has been for more than six months PLC BETH PLACE PRELIMINARY! prior to the date of publication, referred to, printed and published in the English language LUA-9s-15o,PPECF continually as a daily newspaper in Kent, King County, Washington. The South County En ironmental review for proposed subdi- Joumal has been approved as a legal newspaper by order of the Superior Court of the , vision of property into 17 lots suitable for single family homes. Location:' 1221 State of Washington for King County.. 1 Edmonds Ave.NE. i The notice in the exact form attached, was published in the South County ,Appeals of the environmental,"determina-; tion must be filed in •writing •on'or'before Journal (and not in supplemental form)which was regularly distributed to the subscribers '5:00 PM January 10,.2000.Appeals must: during the below stated period. The annexed notice, a fbe filed in.Writing together with the required I !Examiner,aCityatofnRenton, with: Hearing Elizabeth Place Preliminary Plat Grady Way,Renton,WA 98055.Appea1055 ls to• the Examiner are governed by City of'Renton Municipal Code Section 4-8-11 B. as published on: 12/27/99 ,Additional information regarding the.appeal process may be obtained from the Renton i The full amount of the fee a ed for said foregoing n is urn of$54.63, City Clerk's Office,(425)430-6510. A Public Hearing will be held b charged to Acct. No. 80 067. Renton Hearing Examiner at his regulae meeting in the Council Chambers on the —� seventh_floor of City Hall, on January 18 1' Legal Number 7024 2000 at 9:00 AM to consider. the' I Preliminary Plat. If the Environmental :, Determination is appealed, the appeal will Legal Clerk, S un ournal be heard as_ .part of--this - 5 Interested parties are invited toliattendt hearing. • u r� • public hearing. Subscribed and sworn before me on this 3� day of�O.A - , 19 Publ(cation Date: December'27,1999 Published in the'South County Journal i December 27, 1999.7024 :-Fd6.12 CCQ�C9AVBUOBBVppo�Q - -- ---• vo4." N,•�_-,5-,',)i'l ,z..• e,`oo Notary Public of the State of Washington ;.;..` _ residing in Renton 7 4- ��c"�n i v)m King County, Washington �,r� m o L 7::, AFFIDAVIT OF SERVICE BY MAILING STATE OF WASHINGTON ) ss. County of King ) MARILYN MOSES , being first duly sworn, upon oath, deposes and states: That on the 7th day of February ,2000, 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. Signature: `" l/ / C52.0) SUBSCRIBED AND SWORN to before me this day of f4'1',, 2000. "(ii'W� Notary Public in and for the State of Washington, residing at j - Vx., ,therein. Application, Petition, or Case No.: Elizabeth Place Preliminary Plat LUA99-1 5 0,PP,V The Decision or Recommendation contains a complete list of the Parties of Record. February 7,2000 OFFICE OF THE HEARING EXAMINER CITY OF RENTON REPORT AND RECOMMENDATION APPLICANT: Brad Olschelfski Arcarius Homes Elizabeth Place Preliminary Plat File No.: LUA-99-159,PP LOCATION: 1221 Edmonds Avenue NE SUMMARY OF REQUEST: To subdivide 1.67 acre parcel into 17 lots for single family residences SUMMARY OF ACTION: Development Services Recommendation: Approve with conditions DEVELOPMENT SERVICES REPORT: The Development Services Report was received by the Examiner on January 12,2000. 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 January 18,2000 hearing. The legal record is recorded on tape. The hearing opened on Tuesday,January 18,2000,at 9:05a.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: Vicinity map application,proof of posting,proof of publication and other documentation pertinent to this request. Exhibit No.3: Zoning map Exhibit No.4: Preliminary plat site plan Exhibit No. 5: Existing and proposed grading plan Exhibit No. 6: Utilities and drainage plan Exhibit No. 7: Shared driveway profile for Lots 10, Exhibit No. 8: Elevation drawings 11 and 12 Exhibit No.9: Slope map Exhibit No. 10: Code interpretation Exhibit No. 11: Proposed Amendment to Staff Conditions The hearing opened with a presentation of the staff report by ELIZABETH HIGGINS,Project Manager, Development Services,City of Renton, 1055 S Grady Way,Renton,Washington 98055. The applicant is proposing to divide a 1.67 acre parcel into 17 lots for detached single family homes. The site is located in Brad Olschelfski • Elizabeth Place Preliminary Plat File No.: LUA-99-150,PP,V February 7,2000 Page 2 northeast Renton across from the McKnight Middle School in an area that has been heavily developed with single family homes and some multi-family apartments. The site is zoned R-10,but adjacent to the north, east and west it is zoned R-8. A new public road is proposed from Edmonds Avenue NE which would serve all but Lots 1 and 2 which would be accessed directly from Edmonds. The new road would have a slope of about 15% or less. Due to concern about the slope along NE 12th which has up to a 19%slope,the applicant is being required to place a gate across the lower part of the access road to limit access to emergency purposes only. Tract A in the southwest portion of the site will be a storm water pond. Lots 10, 11, and 12 will be accessed via an easement across Lot 11. The applicant is requesting a variance to clear slopes greater than 40%. There is an existing house on the site which will be removed prior to development. The storm water plan is to collect storm water along a swale on the west property boundary into a pond on Tract A where it will be cleaned prior to entry into a storm water conveyance that would be built by the applicant in NE 12th and then connected to an existing facility at the corner of NE 12th and Dayton. The steep slopes up to 54%are in the area of where the road would be located adjacent to Lots 3 through 6. The geotechnical report recommended removal of approximately 1,500 to 2,000 cubic yards of previously imported fill from this area. The applicant has asked for administrative approval of reduced public street right-of-way from 50 to 42 feet. The applicant may be required to go before the Board of Public Works for modification of driveways sloped greater than 8%. The Environmental Review Committee(ERC) issued a Determination of Non-Significance-Mitigated(DNS- M)with several mitigation measures attached. The measures included several erosion control procedures to be followed prior to and during construction, as well as payment of fire,traffic and parks mitigation fees. The Comprehensive Plan(CP) land designation for this site is Residential Options,and the proposal is consistent with CP policies such as planned residential neighborhoods with infill development. The proposal also provides frontage on streets rather than parking lots, and provides a variety of housing facades. The density of the project is 12.5 dwelling units per acre. The R-10 zone has a maximum density of 10 units per acre; however, if all the units are single family detached,then the density can be increased to 13 dwelling units per acre. The lot sizes range from approximately 3,000 to 4,276 square feet. This project complies with the underlying R-10 zoning designation and its development standards such as lot size, setbacks,and lot arrangement. The storm water system can accommodate the increased runoff from this project. Water and sanitary sewer facilities are also adequate to serve the project. The setback area between the R-8 and R-10 zone requires landscaping by the applicant. That area is along the west property line and along Edmonds Avenue NE. There are two large maple trees located on or near the west property line. Staff would request that the applicant make every effort to preserve these two trees. The Renton School District has indicated there are sufficient resources to accommodate the additional students from this project. Regarding the variance request,the Tree Cutting and Land Clearing regulations prohibit tree cutting and land clearing on parcels where the individual slopes are in excess of 40%. The public road would cross a portion of the sloped area with lots developed on the east side. The imported fill material would present an undue hardship if the applicant was prohibited from removing this material and grading these slopes to a workable percentage. By decreasing these slopes or removing them,the surrounding area would benefit due to decrease in storm water runoff velocity. This activity would be accomplished in the normal course of construction activity on the site and would present a minimal amount of impact. Brad Olschelfski Elizabeth Place Preliminary Plat File No.: LUA-99-150,PP,V February 7,2000 Page 3 Staff would recommend approval of the preliminary plat subject to the following conditions: (1) compliance with the ERC mitigation measures; (2) installation of the emergency only gate at the south end of the new public road; (3)maintenance agreement or homeowners association established for the maintenance of Tract A; (4) placing of the following note on the face of the plat prior to recording that"Each primary building permit application submitted to the City of Renton Development Services Department must be accompanied by a geotechnical report. Said report shall include recommendations for building site preparation and building foundation construction for the individual lot for which the building permit has been requested"; (5)placing a note on the face of the plat prior to recording that specifies only single family detached homes would be constructed on these lots. Paul Green, 1103 Shaw Road,Puyallup, Washington 98374,applicant representative herein, concurred with the staff report and proposed conditions of approval. He further explained that the driveway access for Lot 2 is proposed from the new public street and not Edmonds Avenue. The steepest portion of the driveway for Lots 10, 11 and 12 is 15% and will require approval from the Board of Public Works. David Halinen, 10500 NE 8th,#1900,Bellevue,Washington 98004, applicant representative herein,addressed the variance request. According to a code interpretation that was rendered on November 3, 1999,by Jana Hanson,Director of Development Services Division,the slope analysis metholodogy from the Green Belt Regulations applies to the regulation of tree cutting and land clearing and slopes exceeding 40%for another ordinance purpose. The applicant was unaware of this and had not done an analysis to determine the average slope and whether it reached 40%. Under this code interpretation it may not be necessary for a variance to be granted on this project. Different procedures were discussed to resolve this issue. The applicant also submitted an amendment to the staff condition regarding the wording of the maintenance agreement or homeowners association. Terre Scappini, 2400 NE 12th,Renton,Washington 98055,whose property is adjacent to the subject site in the southwest corner, stated her concerns regarding Tract A. She asked that the two large maples be retained,both for her privacy and to help prevent soil erosion. Her property is about 3 feet below the project site and she is concerned that her back yard might fill up with mud. After discussion among the parties, it was determined that there is no landscaping setback required in this zone,but staff recommended that it be required between Tract A and the adjacent property to the west. Mr. Green described the proposed wet vault/detention pond. The pond is to be located about four feet below the property to the west,and the top of the wall will be close to the existing grade, or up to 18 inches above grade. The roots of the existing maple trees extend into this area. Neil Watts,Plan Review Supervisor,Development Services Division, City of Renton, 1055 S Grady Way, Renton, Washington 98055,discussed saving the maple trees,the emergency gate access, putting a turnaround or some type of driveway on Tract A, and the grading issues. 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 10:05 a.m. FINDINGS,CONCLUSIONS&DECISION Having reviewed the record in this matter,the Examiner now makes and enters the following: Brad Olschelfski Elizabeth Place Preliminary Plat File No.: LUA-99-150,PP,V February 7,2000 Page 4 FINDINGS: 1. The applicant,Brad Olschelfski,filed a request for approval of a Preliminary Plat for single family uses together with a variance to allow land clearing on slopes in excess of 50 percent. 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),the City's responsible official,issued a Declaration of Non-Significance-Mitigated(DNS-M)for the subject proposal. 4. The subject proposal was reviewed by all departments with an interest in the matter. 5. The subject site is located at 1221 Edmonds Avenue NE. The site is on the northwest corner of Edmonds Avenue NE and NE 12th Street. 6. The subject site was annexed to the City with the adoption of Ordinance 1567 enacted in September 1956. 7. The subject site is classified R-10(Residential; Single Family or Attached Multiple Family). 8. The map element of the Comprehensive Plan designates the area in which the subject site is located as suitable for the development of multiple option residential uses,but does not mandate such development without consideration of other policies of the Plan. 9. The single family home and accessory buildings located on the subject site would be removed if the plat and variance are approved. 10. The subject site is an approximately 72,622 square foot(1.66 acre)parcel. It is approximately 255 feet wide(east to west)by approximately 285 feet deep. 11. The subject site slopes downward to the west from approximately 330 feet to approximately 290 feet. Fill materials placed on the site in the past also created some local slopes in excess of 50 percent. It is the vegetation on these steeper slopes that necessitated the variance request. 12. The applicant proposes dividing the subject site into 17 lots for detached single family uses plus an additional tract, Tract A,for storm water detention. 13. The R-10 zone permits either attached or detached units. Density for attached units may range up to 10 lots per acre. A density of 13 units per acre may be permitted for a property developed with all detached units. Reducing the acreage by the areas encompassed by roads (approximately .30 acres) results in a developable acreage of approximately 1.36 and a proposed density of 12.5 units per acre. 14. Edmonds rises slowly to the north. NE 12th Street has an approximately 12 to 19 percent slope rising from west to east toward Edmonds. 15. The applicant proposes developing a new"L" shaped road that connect Edmonds on the east to NE 12th on the south. The road will be gated at NE 12th and used for emergency access and pedestrian passage. The City was concerned about vehicular safety due to the slope and sight distances along 12th and Brad Olschelfski Elizabeth Place Preliminary Plat File No.: LUA-99-150,PP,V February 7,2000 Page 5 called for the restricted access. 16. The applicant has received administrative approval to create a reduced public right-of-way of 42 feet rather than the 50 feet normally required for residential streets. 17. The applicant will be creating a small 6-lot block(Proposed Lots 1 - 6)tucked into the crook of the new "L" shaped road and located in the southeast corner of the site. Tract A will then be located in the extreme southwest corner of the plat. Proposed Lots 7 through 17 will run from the southwest to the northeast and are located west and north of the new roadway. 18. Proposed Lots 10, 11 and 12 will share an access off the new roadway. 19. The R-10 Zone permits lots of 3,000 square feet for detached housing. Interior lots must be a minimum of 30 feet wide and corner lots 40 feet wide. Lots must be at least 55 feet deep. The proposed lots range in size from 3,000 square feet to 4,276 square feet. 20. Proposed Tract A is approximately 4,159 square feet. While it is intended to be used for storm water detention, it is large enough to support a single family lot. Language to prevent housing development will be necessary to avoid any potential misuse of that lot. 21. Similarly,the increased density permitted on this property is based on detached housing being constructed. Language to assure single family detached housing remains the sole use of the lots will be necessary. 22. The proposed lots are generally set at right angles to the street system. As noted,three lots, 10, 11 and 12 will be served by a pipestem type access. 23. The development would generate approximately 162.35 vehicle trips per day. Staff did not find any problems with this traffic load with access restricted to ingress and egress via Edmonds. 24. The site's population will add approximately 7.5 students to the schools of the Renton School District. The district assigns students on a space available basis. 25. The applicant proposes developing a detention system on Tract A. This tract is immediately adjacent to a single family home in an R-8 Zone. The applicant was not sure about the design or above ground profile of any detention structure. There are some older, large trees located at the western boundary of the subject site between the subject site and the adjacent single family home. 26. Apparently,there was an administrative interpretation regarding how to measure or ascertain slopes. This interpretation was made on November 3, 1999,by Jana Hanson,Development Services Director. A variance was requested to allow the removal of the imported materials which are overlaid by vegetation. The grading itself would be permitted but the removal of vegetation on the slopes in excess of 40%requires the variance. 27. The steep slopes are located in the south-central area of the subject site. As noted, apparently a previous owner had imported materials and created these steeper slopes. Over time vegetation grew on these areas. Vegetation removal from steep slopes is governed by the City's Land Clearing Ordinance (Section 4-4-130). r - Brad Olschelfski Elizabeth Place Preliminary Plat File No.: LUA-99-150,PP,V February 7,2000 Page 6 CONCLUSIONS: Preliminary Plat 1. The proposed plat appears to serve the public use and interest. The plat provides additional small lot single family housing opportunities in an area of the City well served by urban services. The detached single family homes blend better with the immediately surrounding single family uses than attached multiple family housing which the Zoning and Comprehensive Plan also permits on this site. 2. The parcels are generally rectangular and even the harder to access northwestern lots are rectangular. Access to these lots will be via a pipestem easement. The plat will have a new roadway that provides reasonable access while avoiding creating an unsafe intersection along NE 12th. The gated road will provide access but might complicate access for larger vehicles that might visit the site including garbage and delivery trucks. 3. The applicant should provide a turnaround on Tract A which is already a commonly maintained storm detention parcel. The turnaround can be located on top of an underground detention system. An underground system will not be visible to the single family home to the west. Also an underground system can be located further toward the east thereby sparing the existing larger trees. This would prevent blighting the parcel to the west. The parcel to the west is in a different zoning district,the R-8 district, and should be protected from the more intense uses proposed for the R-10 zoned subject site. Protecting the existing mature trees will serve to buffer the site. 4. The development should not tax either the road system or the existing utility infrastructure. Development of the additional lots will also increase the tax base of the City. 5. The proposed development of this area will also permit infill in an area with services and avoid urban sprawl. 6. As proposed the plat will provide a density of approximately 12.5 dwelling units per acre as permitted if the housing is detached single family uses. A covenant or language on the face of the plat should be used to insure that the lots of this plat can only be developed with detached single family homes. 7. The applicant will need approval of the Board of Public Works for any driveways or roadways which exceed City Standards. • 8. In conclusion,the proposed plat appears to meet standards and will add to the tax base of the City without unduly burdening City systems. Variance 9. Variances may be granted when the property generally satisfies all the conditions described in part below: a. The applicant suffers undue hardship caused by special circumstances such as: the size, shape,topography, or location where code enforcement would deprive the owner of rights and privileges enjoyed by others similarly situated; b. The granting of the variance would not materially harm either the public welfare or Brad Olschelfski Elizabeth Place Preliminary Plat File No.: LUA-99-150,PP,V February 7,2000 Page 7 other property in the vicinity; c. The approval will not constitute a special privilege inconsistent with the limitations on other property in the vicinity; and d. The variance is the minimum variance necessary to allow reasonable development of the subject site. The applicant's property appears ripe for the variance requested. 10. The steep slope conditions found on the subject site are not natural. They were created by depositing materials on the site from construction operations of a prior owner. The materials are not particularly stable,although they have become covered with vegetation over the years. These depositions have created a unique and artificial slope that is not conducive to appropriate redevelopment of the site as envisioned in the Comprehensive Plan. 11. Approval of the variance will not materially harm either the subject site or other property. Drainage has been accounted for in a proposed detention system. The steep slopes are not natural and the grading will create a more moderate terrain. The only way to create moderate terrain is to remove the vegetation. 12. Approval of the variance should not create any special privilege. There are few sites where the slopes were artificially altered to create extremely steep slopes. Therefore, approval of the variance will not create any undue precedent. 13. The variance appears to be the minimum necessary to allow reasonable redevelopment of the subject site. The steep sloped areas are fairly well confined, although vegetation will be removed from a majority of the site including those areas not constrained by the steeper slopes. 14. In conclusion,the proposed plat and variances as conditioned appear to provide a reasonable opportunity to develop the subject site and not unduly affect neighboring property. RECOMMENDATION: The Preliminary Plat and Variance are approved subject to the following conditions: 1. The applicant shall comply with the ERC's mitigation measures; 2. Due to restrictions on vertical sight distance at the intersection of Edmonds Ave NE and NE 12th Street, applicant shall install an "emergency use only" gate at the south end of the new public road where it intersects with NE 12th Street; 3. A maintenance agreement shall be drafted and recorded,or a homeowners association be established, for the maintenance of all common stormwater and private access improvements, including Tract A; 4. The following note shall be included on the face of the plat prior to recording: "Each primary building permit application submitted to the City of Renton Development Services Department must be accompanied by a geotechnical report. Brad Olschelfski - Elizabeth Place Preliminary Plat File No.: LUA-99-150,PP,V February 7,2000 Page 8 Said report shall include recommendations for building site preparation and building foundation construction for the individual lot for which the building permit has been requested." 5. The applicant shall provide a turnaround on Tract A which shall be constructed over an underground detention system. 6. The detention system shall be located as far as practical from the western property line. 7. The applicant shall preserve the mature trees located along the western boundary if at all practical. 8. The applicant shall include a covenant for language on the face of the plat to insure that the lots of this plat can only be developed with detached single family homes. 9. The applicant shall include a covenant for language on the face of the plat to insure that Tract A shall be restricted for use solely as storm water detention system. ORDERED THIS 7th day of February 2000. LA47•24- J FRED J. KA AN HEARING E INER TRANSMITTED THIS 7th day of February,2000 to the parties of record: Elizabeth Higgins Paul Green David Halinen 1055 S Grady Way 1103 Shaw Road 10500 NE 8th,#1900 Renton,WA 98055 Puyallup,WA 98374 Bellevue, WA 98004 • Neil Watts Terre Scappini 1055 S Grady Way 2400 NE 12th Renton,WA 98055 Renton,WA 98056 TRANSMITTED THIS 7th day of February, 2000 to the following: Mayor Jesse Tanner Gregg Zimmerman,Plan/Bldg/PW Admin. Members,Renton Planning Commission Jana Hanson,Development Services Director Chuck Duffy,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 Betty Nokes,Economic Development Director Pursuant to Title IV, Chapter 8, Section 15 of the City's Code, request for reconsideration must be filed in writing on or before 5:00 p.m., February 22,2000. 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 Brad Olschelfski Elizabeth Place Preliminary Plat File No.: LUA-99-150,PP,V February 7,2000 Page 9 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 16,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. ..• , . . ll, . . . ... . N . ELIZABETH PLACE . • . ,, • • Section 5,Township 23 N,Range 5 5,Willamette Meridian,King County,Washington . . , GRAMIC SCALE • 1--20. Pei pi?jib:III-I w vif)EI • • 1 1111. - 1 %.:-..,,_ •.*,I i• , . r , r i ' "I 0 20 \ to :,t . I i I \ / GENERAL NOTES & UTILITIES: • . • , 1 .5rT ) 7 (,. I , ,, a 14111114111 e-s_ . I A, ,11.1.a.:Triagg3.- 4 'AA \ \"'"\ \•1°.°N .4a"-ri --I 30.00. ...1 4131' L:., , I UTILITIES: WATER CITY OF RENTON .• • .. . '• 0 2- . --\--, \,. \ • --- .__.\ \__-.\--4€1161 A. - \ \ '..1\ . • I SEWERAGE: POWER CITY OF-AEON:1J PUGET SOME ENERGY • • pilligfj. • Al \' ''s \ 1\ ,!, .. \ •\•. \ 1 \ \ I \24. :I I IELER1ONE: CABLE T.V: GAS: US.WEST VIACOM REET SONO ENERGY . • • • I 't, ''Fw N va-\• ..` A 1 • \ \ \, .4... \ Etti \ 6000'• 71 .- SITE: •. k LMII 1%111 \ \\., I ACREAGE: 1E7 ACRES/72.622 SO FT I 116 N '' ‘'' ‘1••••12\ '''. \ \ \ \,u *NMI.' PRCPOSED LEE: SDELE FAMILY CETAOED • erfilliVill ! . t.Z •HON 1\1'4'r\ :\''''14-A, li..'sk \§.\ `.. Bat hEN \ • 17 . I BUEER CF LOTS: 17 DENSITY: 12.52 LOTS PER ACRE NET . • . 8 \44 ' 1 •V 16 ; +.ff. . - MENG SiDEVIK ,.., PERMITTED DENSITY:13 LOTS PER ACFE NET '. * L ...,........ ,,....:. ..... . A MINDEN LOT SIZE: 3.000 SO.FT. AVERAGE LOT SIZE:3.205 SO FT ROADS PLFLIC 1031 SO FT/032 ACRES VICINITY MAP 6CALE r.we eau 111 1 "t•-•••••..t.., ‘ \ . \ L .,. \ / IwtiPplztE 12/...!• \ \ XI \ l'illitTif/E .-rr".4 . 0 I 0 OWNER / DEVELOPER: • . . • ..!, A :: \ 1 IF g • . 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P 6051131611,61. 15 XLX_I_____0.07 4,13 4 11 1 \\S..„ \ \ ..1 • Q 01-.. 2.1,?„_z_,.../...._r___________i i 1 PARCEL& • • 16 17 3000 0.07 4.13 4000 0.09 9.51. A\_2 ‘;\ . 1 .303 13247 0.90 16.24,\. \ I, ag, - • R.. N; \ •:.„--,/,.„.. \ ti 1.: Me smith half of tme couth half of Lot 21I.CD.MIllmantv Leo Waselnotan .7. 1• 4153 o.fe 5.73 , .43 , f ‘1 GU M \ \' \A//1(-/// -v-13 \1F0 M - 4.7 7///:/ 1). \Ni4 avocarr ). I, \ : 1 \-49_, 1_, \ -4;1 1 \ Garoen of Ecen AddltiOn ta the City of Seattlp.1310131on Rueter 4 acccrwIn9 to Ma plat thereof reaction in Yob=11 of Plata.MO 112.1:1 ION Cw-mtY. -B5,.. Iteaungto, .• 72522 1.6, 100.00 0 >1 I: 0 h a, 1\I rams •iondirgis\\• 1 k. \...)14.11,7///44? tk,.\-1.;.,:,., 3 Ni ,\L---------- --- .1 BUILDING SETBACKS: . , la e.i •i • FRONT: 20' . • ' • . SIOE TO LOT LDE: . 0 to 5' LEGEND En 4. 9 \,..74,,, \i! .1)...? ,N ‘,..'4 6099. 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I POLICE: CITY OF FENTON . • BuILODE ENNELCPE I 1 li 32 I I '4 / t 0,1'\\.i.. ,a--'*b .*11 j i \. • i . 1 ROAD Se STORM IMPROVEMENTS. ;.• • ...o.c.e.coo.oe.......e. EX/STDO MO( L'; Li. 1-42EK.Enavairnsro.„.....,..g DT/ : 4\______. 1 SION RJNOFF TO BE ROUTED INGO RELIC mot(COINAGE. -x-x-x- ExISTD43 MEE >4 i ---j-'- ,,,."`;'-'''N'b\ ‘, fa" 1 s#1 L. FACILITIES.ROOF RUOFF 10 BE ROUTED 70 INDIVIDUAL 0 PrEFOGEO SANITARY SE101314703X , 2 WI'• ''..,:.itd;_.„( • . 4_1'N'. ' - ''''..b`t'..' z3'• :_l 1 . I\ . 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' DRAWING I ' 1 1 I ) • I ' . _ . , j \ ,Ii ,___ _ LANDSCAPE BUFFER EMEMEMEEKENI esePssms WCIDOLK . ,t..\ \ .t1 •4\\ I 4 . ' SI. . Lis'BELA1CAPEFRoviceD8UFJEnass Neal.UTsTImErLITY FrENTEASEIEAGEsNT.:•• ",.. 1-:•:,,,:l caws U aus-sirer roup amyroorts ••. r........1 SHEET 1 _____._ ... _ , OF 3 • . • • . • , . . • . . . . • . , • ' • - • . . . • . ' • . . • • • . .. • .. • • . . • . • . . :. . . .. .. 4 N ELIZABETH PLACE . Section S,Township 23 N.Range S E,Willamette Meridian,King County.Washington a r�i,, 3 A GRAPHIC SCALE 1..2.. WOE � . ,:..T • I'• E L�a�...�v.awvAw K. n a' I .P. T"mm ri� Ail I roaaA¢mo' _a E 2A... I I , ■. a' ••,i'. \Eam' I '9�i��'Rd i�7.5::L i �.in '+� r _'r.._. 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I F•I f2„ • I iCaT �t13 \ Iri\ • re, Jmg : ;i ...:•° _ .0 I II C. NE 2 ST / I II \ j - �- -- " - ly i ( (�I 4� l i\ \A I i v DRAWING I I CITY F" RENTON sal i. '. Planning/Building/Public Works Department Jesse Tanner,Mayor Gregg Zimmerman P.E.,Administrator January 12, 2000 • RECEIVED JA61 14 'o Superintendent's Office " OFFICE „' I I. Renton School District#403 ' SUPERINTENDEN, 300'SW 7th Street ' Renton, WA 98055-2307 Subject Elizabeth Place Preliminary Plat, LUA99-150 • The City of Renton Development Services Division has received an application for a 17-lot single family subdivision'to"be located on a 1.67 acre property that has one single family residence on it at the present time. The property is located in a,Residential 10 Zone in northeast Renton at 1221 Edmonds,Avenue NE: • 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: Kennydale Middle School McKnighti High School: , Hazen • Will the schools you have indicated be able to handle the impact of the additional students estimated to come from the proposed development? Yes XX 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, • • - Elizabeth River Higgins, AICP , ' ' ' Senior Planner' • school/ /kac 1055 South Grady Way.-Renton,Washington 98055 . ®This'paper.contains 50%recycled material,20%post consumer ' _ • 2000 On the II — day of Jkv\v.ak-I , 1-999; I deposited in the mails of the United States, a sealed_ . envelope containing R-eFort kt Ex alnnlvddcuments. This information was sent to: Name Representing • B4(0-cL. s cV)�I s ki rlvc air tits kkovv s a-km-es 'ele lwvohdo LO A1 veun vvtwulb SLaptV\ • Pau v'ee v-) -�o-t SU rv-e)._v vS (Signature of Sender) 0,,inoLIA,. -- STATE OF WASHINGTON ) ) SS COUNTY OF KING ) I certify that I know or have satisfactory evidence that ,r Aim. Lt, signed this instrument and acknowledged it to be his/her/their free and voluntary act for tat uses and purposes mentioned in the instrument. Dated: /4. 1,0610 Notary Public i and for the State of ington Notary (Print) MAftIIYPI KAMICHEFF My appointment expires:wiT APPOINTMENT FXPIRES:6-29-03 Project Name: El(La-be_M Pick-e (pvej if\A�v MARILYN MMCHEFF Project Number: NOTARY PUBLIC c716.1!7 P5-10 . Ll. STATE OF WASHINGTON WMMVIISSION EXPIRES JUNE 29,2003 NOTARY.DOC 5 NOTICE OF ENVIRONMENTAL DETERMINATION ENVIRONMENTAL REVIEW COMMITTEE RENTON, WASHINGTON The Environmental Review Committee (ERC) has issued a Determination of Non-Significance - Mitigated for the following project under the authority of the Renton Municipal Code. ELIZABETH PLACE PRELIMINARY PLAT LUA-99-150,PP,ECF Environmental review for proposed subdivision of property into 17 lots suitable for single family homes. Location: 1221 Edmonds Ave. NE. Appeals of the environmental determination must be filed in writing on or before 5:00 PM January 10, 2000.1 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 4-8-11 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 at his regular meeting in the Council Chambers on the seventh floor of City Hall, on January 18, 2000 at 9:00 AM to consider the Preliminary Plat and variance. 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: December 27, 1999 Account No. 51067 dnsmpub.dot Development Regulations Used For Project Mitigation: tiCY o The proposal Is subject to the City s Environmental Review(SEPA)Ordinance,Zoning Code,Land Clearing and Tree o r{y Cutting Ordinance,Subdivision Regulations,Street Standards,Wetlands Ordinance,Public Works Standards,Uniform * Building Code,Uniform Fire Code,and other applicable building and construction standards.These adopted codes and standards will function to mitigate project impacts. '4'1\iT0 Proposed Mitigation Measures: NOTICE OF APPLICATION The following mitigation measures will likely be imposed on the proposed project.Other mitigation may be required following further review of the project proposal.These recommended mitigation measures address project impacts not AND PROPOSED DETERMINATION OF NON- covered by existing codes and regulations as cited above: SIGNIFICANCE-MITIGATED(DNS-M) 1. Fire Mitigation Fee:Fire Mitigation Fee is$488.00 per new single family residential parcel. 2. Parks Mitigation Fee:Parks Mitigation Fee Is$530.76 per new single family residential parcel. 3. Transportation Mitigation Fee:Transportation Mitigation Fee is$75.00 per new single family residential parcel. DATE: eqe bar 1,1999 4. Erosion Control:install and maintain temporary erosion control measures for all stockpiled or disturbed areas.The LAND USE NUMBER: LUA-99-150,PP) C;V Temporary Erosion Control Measures must be Installed and maintained throughout the duration of the project. APPLICATION NAME: ELIZABETH PLACE PRELIMINARY PLAT Comments on the above application must be submitted in writing to Elizabeth Higgins,AICP,Senior Planner,Development PROJECT DESCRIPTION: The applicant,LeRoy Surveyors&Engineers,has proposed subdivision of a Services Division,1055 South Grady Way,Renton,WA 98055,by 5:00 PM on December 15,1999.This matter is also 72,828 s.f.(1.67 A)property into 17 lots suitable for detached,single famtiy houses. The property is located at 1221 scheduled fore public hearing on January 18,2000,at 9:00 AM,Council Chambers,Seventh Floor,Renton City Hat, Edmonds Avenue NE,in a Residential 10(R.10)zone,which requires between 7 and 10 dwelling units per net acre(du/a), 1055 South Grady Way,Renton.If you are interested in attending the hearing,please contact the Development Services end allows up to 13 du/a if all are detached units. Existing structures on the site would be removed. The project would Division,(425)430-7282,to ensure that the hearing has not been rescheduled.If Comments cannot be submitted in require Environmental Review,Preliminary Plat approval,administrative approval of a reduced public street right.of-way writing by the date indicated above,you may still appear at the hearing end present your comments on the proposal before . (from 50 to 42 feet wide),and a variance of the Tree Cutting and Land Clearing regulations to allow grading of slopes in the Hearing Examiner.If you have questions about this proposal,or wish to be made a party of record and receive excess of 40%. 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 projecL PROJECT LOCATION: 1221 Edmonds Avenue NE OPTIONAL DETERMINATION OF NON-SIGNIFICANCE,MITIGATED(DNS,M):As the Lead Agency,the City of CONTACT PERSON: Elizabeth Higgins,AICP,Senior Planner(425)430-7382 Renton has determined that significant environmental impacts are unlikely to result from the proposed project.Therefore, as permitted under the RCW 43.21 C.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• PLEASE INCLUDE THE PROJECT NUMBER WHEN CALLING FOR PROPER FILE IDENTIFICATION 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: October 27,1999 NOTICE OF COMPLETE APPLICATION: October 29,1999 DATE OF RENOTIFICATION: December 1,1999 APPLICANT: LeRoy Surveyors 8 Engineers;P.O.Box 740;Puyallup,WA 98372fz OWNER: James Belmondo;1221 Edmonds Avenue NE;Renton,WA 98056 a•v,p,id • -•jp ��. a o'I B! Ig&� �'1. -. Permits/Review Requested: Environmental(SEPA)Review,Preliminary Plat,Reduced right-of-way t� 9 4 j� a ;t , dedication,Hearing Examiner Variance t.t, f d c r . Other Permits which may be required: Construction and Building Permits Sr - .1yyryyY--� i•. 0 O ._' Requested Studies: Drainage Report,Limited Geotechnical Report "'e:,-. . is >,E"�' Location where application may t�'- . ,- :•• e ' Mo �, be reviewed: Planning/Building/Public Works Division,Development Services Department,8c rod 4 Floor,1055 South Grady Way,Renton,WA 98055 i ,�-:,m ••mot- PUBLIC HEARING: Public hearing scheduled for January 18,2000,before the Renton Hearing ".JI^-•:e 1 - -$ � ;L--.,�p -• 4. 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. // � t e•1_)B-',1, r CONSISTENCY OVERVIEW: ~"-8�K-;+r 7 \� 6^ '1.:'0 ,eo_er,n O III-perD 11, 't 2-.. - t Land Use/Zoning: A. ''�� -• R • !� The current use of the land in the vicinity of the proposed project is single family residential.The property is zoned _ ^. .Q - ��gg�.• i Residential 10(R-10),which requires density at between 7.0 and 10.0 dwelling units per net acre(du/a),and allows up to 13.0 du/a.The Comprehensive Plan land use designation is Single Family Residential.The proposed project,with a . single family density of 12.62 du/a,would be consistent with the current land use,zoning,and Comprehensive Plan designation. Environmental Documents that - — Evaluate the Proposed Project: M environmental checklist,drainage report,and limited geotechnical report have been submitted by the applicant for review. NOTICE OF APPLICATIONO2 NOTICE OF APPLica1iONO2 — CERTIFICATION I, `fecs .,p, 0 oruk , hereby certify that 3 copies of the above document were posted by me in 3 • conspicuous places on or nearby I the described property on t 601/1l3ae-- i� M . Signed: _ ATTEST: Subcribed and sworn before me, a Nortary Pubic, ' an r the State of Washington residing in ,n , on the 22o, a day of 1.9nfi, > 1ggq M�l�yid KAMCHEFF i��TARY PUBLIC • ��1Yl a,L STATE(aF l�il�SH��fGroN k /ëo8— MARILYN KAMCHEFF _ JUNE 29,2003 MY APPOINTMENT EXPIRES:6-29-03 . ..............:::.:........................................................................ ytek On the 1 2 day of tec evvklcur , 1999, I deposited in the mails of the United States, a sealed envelope containing Pic cu eWv1 t oaL-1 ova documents. This information was sent to: Name Representing Department of Ecology • Don Hurter WSDOT KC Wastewater Treatment Division Larry Fisher Washington Department of Fisheries ' J David F. Dietzman Department of Natural Resources A Shirley Lukhang Seattle Public Utilities Duwamish Indian Tribe • Rod Malcom Muckleshoot Indian Tribe Joe Jainga Puget Sound Energy (Signature of Sender) (ineilit..i@_'OJ2 .-4j . STATE OF WASHINGTON ) . ) SS . COUNTY OF KING ) I certify that I know or have satisfactory evidence that signed this instrument and acknowledged it to be his/her/their free and voluntary act fki the uses and purposes mentioned in the instrument. • MARILYN KAMC Ef F / Notary Public in nd for the State Was on NOTARY PUBLIC . _ 4. STATE OF WA$HINGTON Notary (Print) MARILYN KAMCHEFF • COMMISSION EXPIRES My appointment c0MINTMENT EXPIRES:6-2 i JUNE 29,2003 Project Name: I7-43oe P Project Number: or , NOTARY.DOC - :i}M t N. Y .,F.n ,,rram� � TO ITY F•��RE 'PlanningBuilding%Public Works Department • J e Tanner,Mayor - Gregg Zimmerman P.E.;Administrator January 12, 2000 Superintendent's Office • Renton School District#403 300 SW 7th Street Renton, WA 98055-2307 Subject: Elizabeth - - Erfelimina ola .OA99-1� The City of Renton Development Services Division'has received an application for a 17-lot ' single family subdivision to be located on a 1.67 acre property that has one single family residence on it.at the present time. The property is located in a Residential 10 Zone in northeast Renton at 1221 Edmonds Avenue NE. . 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, - Elizabeth River Higgins, AICP . Senior Planner .- • sohecv_/lceo =1055 South Grady Way:-'Renton,.Washington 98055 o reef led a anal'20/post co s mer:` This'a er contains 50% c m t n / - - -. �:C . � TY OF.RENTO HEARING"EXAMINER PO BLIC-HEARING JANUARY 18, 2000 :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: Elizabeth Preliminary Plat PROJECT NUMBER: LUA-99-150,PP,ECF PROJECT DESCRIPTION: Brad Olschelfski of Arcarius Homes, has proposed subdivision of a 72,621 s.f. (1.67 A)property into 17 lots suitable for detached, single family houses. Lots would range in size from 3000 s.f.to 4276 s.f. The property is located at 1221 Edmonds Avenue NE, in a Residential 10 Dwelling Units per Net Acre(R-10)Zone,which requires between 7.0 and 10.0 dwelling units per net acre (du/a), and allows up to 13 du/a if all are detached units. Approximately 13,247 s.f. (0.30 acre)of the site would be dedicated public right-of-way and therefore is deducted from the gross square footage of the site for density calculations. The net site area is 59,375 s.f. (1.36 acre), therefore the density is 12.5 du/a. Access would be from a new public street from Edmonds Avenue NE. An emergency-only access would be available at NE 12th Street. NE 12th is an unimproved road with an approximate slope of 19 percent. The project requires Environmental Review, Preliminary Plat approval, administrative approval of a reduced public street right-of-way(from 50 to 42 feet wide), a variance to clear slopes greater than 40 percent and, if necessary following construction design, Board of Public Works approval for driveways sloped greater than 8 percent. Location: 1221 Edmonds Ave NE • Agnda • 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: January 18, 2000 Project Name: Elizabeth Place Preliminary Plat Applicant/ Brad Olschelfski Address: Arcarius Homes • 6947 Coal Creek Pkwy,#257 Newcastle, WA 98059 Owner/ James Belmondo Address: 1221 Edmonds Ave NE Renton, WA 98056 File Number: LUA-099-150, PP, ECF • • ' Project Manager: Elizabeth Higgins, AICP • • ISTH sr � ► u•r''•�r-- ,;Li' LT 22,3 !Wilma y�� of.v'11 y,� a--�',-gym'---�IjJ 1%, t .,ii t,! 'Y ►", i •R 248 - 1123,�e 4 KI l �: i air Hei k NE 13TH PL 1- '�°'�21� k1 c O ' .a• m -u,-- aril . JpJj�9+�� r0b13 CPI ,f-'. l S' 0i Gi it yam' 1 r-.S. • i� �: f i. 8 .. -'' - a} 'C.4 ' •aui i ,qa t, �3 e':Eni 19 oe„ . ]I of �� NE b 7 al • g®• f:y•jlr `�c' • ,lG'� >.wino EL:NEI S-'; . '9 �` Y•'o 011OriCAiJ'EL iiiEp Li I "„ ' 01 • • • City of Renton P/B/PW Department Preliminary Report to the Hearing Examiner ELIZABETH PLACE PRELIMINARY PLAT • LUA-99-150,PP,ECF PUBLIC HEARING DATE: January 18,2000 Page 2 of 9 Hearing Exhibits: Exhibit 1: Project File (no date) Exhibit 2: Vicinity Map (no date) Exhibit 3: Zoning Map (12/14/98) Exhibit 4: Preliminary Plat [Site Plan] (01/05/00) Exhibit 5: Existing and Proposed Grades (01/05/00) Exhibit 6: Proposed Utilities-and Drainage (01/05/00) Exhibit 7: Shared Driveway Profile for Lots 10, 11, and 12 (01/05/00) Exhibit 8: Building Elevations (no date) Project Description: Brad Olschelfski of Arcarius'Homes, has proposed subdivision of a 72,621 s.f. (1.67 A) property into 17 lots suitable for detached, single family houses. Lots would range in size from 3,000 s.f. to 4,276 s.f. The property is located at 1221 Edmonds Avenue NE, in a Residential 10 Dwelling Units per Net Acre (R-10) Zone, which requires between 7.0 and 10.0 dwelling units per net acre (du/a), and allows up to 13.0 du/a if all are detached units. Approximately 13,247 s.f. (0.30 acre) of the site would be dedicated public right-of- way and therefore is deducted from the gross square footage of the site for density calculations. The net site area is 59,375 s.f. (1.36 acre),therefore the density is 12.5 du/a. Access would be from a new public street from Edmonds Avenue NE. An emergency-only access would be available at NE 12th Street. NE 12th is a paved road, without curbs, gutters or sidewalks, with an approximate slope of 19 percent. Existing structures on the site would be removed. Approximately 1,500 to 2,000 cubic yards of previously imported fill will be removed. Total excavation on site would be approximately 4,600 cubic yards of cut and 5,500 cubic yards of fill. A variance from the Tree Cutting and Land Clearing regulations has been requested in order to allow clearing of slopes greater than 40 percent. Slopes in excess of 50 percent will be cleared to create roads and building areas. The project requires Environmental Review, Preliminary Plat approval, administrative approval of a reduced public street right-of-way (from 50 to 42 feet wide), a variance to clear slopes greater than 40 percent and, if necessary following construction design, Board of Public Works approval for driveways sloped greater than 8 percent. ; Project Location: The address is 1221 Edmonds Ave NE. The project is located in Northeast Renton, in the northwest quadrant of the intersection of Edmonds Ave NE and NE 12th Street. hexrpt.doc City of Renton P/B/PW Department 'Preliminary Report to the Hearing Examiner ELIZABETH PLACE PRELIMINARY PLAT LUA-99-150, PP,ECF PUBLIC HEARING DATE: January 18, 2000 Page 3 of 9 B. GENERAL INFORMATION: 1. Owner of Record: James Belmondo 2. Zoning Designation: Residential 10 Dwelling Units per Net Acre (R-10) 3. Comprehensive Plan Residential Options Land Use Designation: 4. Existing Site Use: Single family residence (1) 5. Neighborhood Characteristics: North: Single and multi-family residential (Residential 8 and Residential 10) East: McKnight Middle School South: Vacant, Puget Sound Energy substation, single family residential West: Single family residential (Residential 8) 6. Access: Edmonds Avenue NE (emergency only from NE 12th Street) 7. Site Area: 72,622 sf(1.66 acre) 8. Project Data: area comments Existing Building Area: N/A ' ' Existing structures to be demolished New Building Area: N/A Total Building Area: N/A C. HISTORICAL/BACKGROUND: Action Land Use File No. Ordinance No. Date Annexation 1567 09-25-56 Comprehensive Plan 4498 02-20-95 Zoning Code 4404 06-07-93 D. APPLICABLE SECTIONS OF THE RENTON MUNICIPAL CODE: 1. Residential 10 du/ac(R-10) Zone Standards, Development Regulations 4-2-110F 2. Street Standards, Development Regulations 4-6-060 3. Subdivision Standards, Development Regulations 4-7 4. Tree cutting and Land Clearing Regulations, Development Regulations 4-4-130 hexrpt.doc City of Renton P/B/PW Department Preliminary Report to the Hearing Examiner ELIZABETH PLACE PRELIMINARY PLAT LUA-99-150,PP,ECF PUBLIC HEARING DATE: January 18,2000 Page 4 of 9 E. APPLICABLE SECTIONS OF THE COMPREHENSIVE PLAN: 1. Land Use Element—Residential Options 2. Housing Element F. DEPARTMENT ANALYSIS: 1. PROJECT DESCRIPTION/BACKGROUND The project applicant, Brad Olschelfski of Arcarius Homes,will own and would build the proposed project. The project would consist of subdivision, by means of the Preliminary Plat process, of a 72,621 s.f. (1.67 A) property (tax parcels 334390 0322 and 334390 0324) into 17 lots suitable for detached, single family houses. Lots would range in size from 3,000 s.f. to 4,276 s.f. The property is located at 1221 Edmonds Avenue NE, in a Residential 10 Dwelling Units per Net Acre (R-10) Zone, which requires between 7.0 and 10.0 dwelling units per net acre (du/a), and allows up to 13 du/a, if all are detached units. Approximately 13,247 s.f. (0.30 acre) of the site would be dedicated public right-of-way and therefore is deducted from the gross square footage of the site for density calculations. The net site area is 59,375 s.f. (1.36 acre), therefore the density is 12.5 du/a. Access would be from a new public street from Edmonds Avenue NE. An emergency-only access would be available at NE 12th Street. NE 12th is an unimproved road with an approximate slope of 19 percent. Due to concerns related to vertical sight distance at Edmonds and 12th, the entry at 12t will be blocked by a gate and available for emergency access only. Half street improvements would, however, be , required along 12th Street. Existing structures on the site, consisting of a single family residence and outbuildings, would be removed. Approximately 1,500 to 2,000 cubic yards of previously imported fill will be removed. Total excavation on site would be approximately 4,600 cubic yards of cut and 5,500 cubic yards of fill. A variance from the Tree Cutting and Land Clearing regulations has been requested in order to allow clearing of slopes greater than 40 percent. Slopes in excess of 50 percent would be cleared to create roads and building areas. Stormwater would be collected via either an underground pipe system or open swales, dependent on location, and directed to a dry pond located on Tract 'A'. Following onsite filtration, stormwater will be directed via an underground system to be installed in NE 12th Street by the proponent, to the existing City of Renton system at 12th and Dayton. Roofs would be drained into individual dry wells. The project requires Environmental Review, Preliminary Plat approval, administrative approval of a reduced public street right-of-way (from 50 to 42 feet wide), a variance to clear slopes greater than 40 percent and, if necessary following construction design, Board of Public Works approval for driveways sloped greater than 8 percent. , 2. ENVIRONMENTAL REVIEW Pursuant to the City of Renton's Environmental-Ordinance and SEPA (RCW 43.21 C, 1971 as amended), on December 21, 1999,the Environmental Review Committee issued a Determination of Non- Significance—Mitigated (MDNS). The appeal period for the MDNS ended on January 10, 2000. No appeals were received. The applicant will be required to comply with the adopted mitigation measures. hexrptl:doc • City of Renton P/B/PW Department Preliminary Report to the Hearing Examiner ELIZABETH PLACE PRELIMINARY PLAT LUA-99-150,PP,ECF PUBLIC HEARING DATE: January 18,2000 Page 5 of 9 3. COMPLIANCE WITH ERC MITIGATION MEASURES 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 Section D.4.3.1 of the King County Surface Water Design Manual (KCSWDM),Appendix D. This will be required during the construction of both off-site and on-site improvements, as well as building construction. 2. The applicant shall construct shallow drainage swales 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 Section 4.4.1 of 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. 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 for change or revision to maintenance schedules or installation shall be submitted by the project Engineer of record to the public works inspector for the preliminary plat construction. Certification of the installation, maintenance and proper removal of the erosion control facilities shall be required prior to recording of the plat. The applicant shall designate staging areas for temporary stockpiles of excavated soil prior to the initiation of project construction. Excavated soils shall not be placed on or adjacent to site slopes. 5. The applicant shall provide cover for temporary cut slopes and soil stockpiles during periods of inactivity. Temporary cover may consist of durable plastic sheeting that is securely anchored to the ground surface or straw mulch. Plastic sheeting Should be placed and anchored as specified in Section D.4.2.3 of the King County Surface Water Design Manual (KCSWDM)—Appendix D. Mulch application shall conform to guidelines outlined in Section D,4.2.1 of the KCSWDM, Appendix D. 6. The applicant shall establish permanent cover over exposed areas that will not be worked for a period of 30 days or more by seeding in conjunction with a mulch cover or appropriate hydroseeding. Site seeding should conform to the specifications presented in Section D.4.2.4 of the KCSWDM, Appendix D. 7. The applicant shall provide stabilized construction entrances as specified in Section D.4.4.1 of the KCSWDM, Appendix D, prior to the initiation of site clearing. 8. The applicant shall pay the applicable Transportation Mitigation Fee at the rate of$75.00 per each new average weekday trip attributable to the project, estimated to be 9.55 average weekday trips per new residence. The Transportation Mitigation Fee is due prior to the recording of the plat. 9. The applicant shall pay the appropriate Fire Mitigation Fee at a rate of$488.00 per each new single family residential lot created by the proposed plat. The fee is due prior to the recording of the plat. 10. The applicant shall pay the appropriate Parks Mitigation Fee at the rate of$530.76 per each new single family residential lot. The fee is due prior to the recording of the plat. hexrpt.doc City of Renton P/B/PW Department " Preliminary Report to the Hearing Examiner ELIZABETH PLACE PRELIMINARY PLAT LUA-99-150, PP, ECF PUBLIC HEARING DATE: January 18,2000 Page 6 of 9 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 plat: (a) Compliance with the Comprehensive Plan Designation and Elements. The proposal is consistent with the following objectives and policies of the Comprehensive Plan designation of Land Use Element-Residential Options: Objective LU-K—Create new planned residential neighborhoods in areas mapped as Residential Options (RO)...which include a variety of unit types designed to incorporate features from both single family and multi-family developments, and to support cost efficient housing, infill development, transit service, and the efficient use'of urban-services and infrastructure. The proposed project supports this objective in that it is an infill project in a developed neighborhood, it will have small lots and affordable homes, it is near existing transit services, and it will efficiently use existing urban services and infrastructure. Some developer-financed improvements to public infrastructure will be made, such as new sidewalks. Policy LU-48 - Buildings should front the street rather than be organized around interior courtyards or parking areas. Most buildings will front streets, with the exception of those on Lots 10, 11, and 12. Policy LU-51 -The net development densities should be 10 dwelling units per acre. If 100 percent of the dwelling units are detached, a density,bonus may be allowed to a maximum of 13 dwelling units per acre. All 17 dwellings will be single family, detached. The proposed density of this project is 12.5 du/a. Policy LU-52—Minimum net development densities should be 7 dwelling units per acre. v . The proposed density of this project is 12.5du/a. Policy LU-53—Detached single family housing, townhouses, and small scale multi-family units should be allowed in Residential Options. All 17 dwellings will be single family, detached. Policy LU-55—Development in Residential Options should be compatible with existing development patterns and be sensitive to unique features and differences among established neighborhoods. Development standards should reflect single,family neighborhood characteristics such as ground related orientation, coordinated structural design, and private yards. All units will have ground-related orientation and private yards. The owner-developer will construct the homes so their design will be coordinated and internally compatible. hexrpt.doc City of Renton P/B/PW Department - — Preliminary Report to the Hearing Examiner ELIZABETH PLACE PRELIMINARY PLAT LUA-99-150,PP,ECF PUBLIC HEARING DATE: January 18,2000 Page 7 of 9 The proposal furthers the following objectives and policies of the Comprehensive Plan Housing Element: Objective H-A—Provide an adequate amount of land appropriately zoned for residential uses in the City. The proposed project will eliminate one home (built 1930), and add 17 new single family homes. Policy H-4—Encourage infill development as a means to increase capacity. The proposed project is an infill project on under-utilized land in an established neighborhood. Objective H-C—Establish minimum density requirements to help achieve multiple planning goals. The proposed project exceeds the minimum density requirements. Objective H-N—Increase the percentage of homeownership in Renton's neighborhoods. The purpose of the R-10 Zone development standards is to allow smaller lot sizes, thereby increasing the homeownership opportunities of Renton citizens. The proposed project should further this objective. (b) Compliance with the Underlying Zoning Designation. The proposal site is designated Residential 10 dwelling units per acre (R-10) Zone on the City of Renton Zoning Map. The proposed development would allow for future construction of up to 17 new dwelling units. Minimum lot size permitted in the R-10 zone is 3,000 sf. The proposed plat would provide 17 lots ranging in size from 3,000 sf to 4,276 sf. (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 street per the requirements of the Street Improvement Ordinance (Code Section 4-34). The proposed lot arrangement generally adheres to this requirement. 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. In the R-10 Zone, minimum lot widths are 30 feet for interior lots and 40 feet for corner lots. Minimum lot depth in the R-10 Zone is 55 feet. The proposed lot sizes, shapes, and orientation meet or exceed the minimum area and width requirements. 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 minimum radii will be met by the engineered plan. (d) Reasonableness of Proposed Boundaries The property and lot boundaries, as proposed, are logical and reasonable for an R-10 Zone. Access and Street Improvements The proposed project would be accessed from Edmonds Ave NE on the east side of the project site. A secondary access would be available at the south side on NE 12th St. Due to the fact that NE 12th Ave is not a through street, and because of concerns related to the limited vertical sight distance at the intersection of Edmonds Ave NE and NE 12th St, staff has requested that the new public road be gated hexrpt.doc City of Renton P/B/PW DepartmentPreliminary Report to the Hearing Examiner ELIZABETH PLACE PRELIMINARY PLAT LUA-99-150,PP,ECF PUBLIC HEARING DATE: January 18,2000 Page 8 of 9 so that it is available for emergency use only, thereby preventing traffic from the project from exiting to NE 12th Ave. Edmonds Ave NE is a Minor Arterial that connects NE 27th (north)with N Park Drive (south). NE 12th St, an unimproved two-lane asphalt road at the property, becomes a Collector St at its intersection with Edmonds. The 17-lot proposal is anticipated to generate approximately 162.35 average daily (weekday) vehicle trips. A modification of street standards has been requested to reduce the public road right-of-way from 50'to 42'. Edmonds Ave NE has sidewalk, curb, and gutter improvements, but these are required to be constructed in NE 12th Ave. Topography The site is sloped from east to west with an approximate fall of about 15 percent along the north property line. Other areas of the property have been altered by the import of fill material over a period of time. This fill would be removed during construction. Relationship to Existing Uses The land uses in the vicinity of the property are somewhat mixed. A school is across the street to the east, a conditional use permit has been approved for a church (not built)south of the site, and both single, and multi-family homes are to the north and southeast of the property. (e) Availability and Impact on Public Services (Timeliness) Police and Fire Police and Fire Prevention Bureau 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. Fire hydrants will be required to current City standards within 300 feet of all proposed building sites for the new parcels. Recreation There are no parks in the near vicinity, although the playfields of McKnight Middle School may be available at certain times of the day for recreational use by residents of this plat. No onsite recreation facilities are proposed. The applicant is required to pay the applicable Park and Recreation Mitigation Fee as per the ERC conditions of approval. Schools McKnight Middle School is located across Edmonds Ave NE from the proposed plat and Hillcrest Elementary School is a few blocks farther to the east. The anticipated increase in school-age children resulting from this proposed,project is 7.5. Storm water Stormwater would be collected via either an underground pipe system or open swales, dependent on site location, and directed to a dry pond located on Tract'A'. Following on site filtration, stormwater will be directed via an underground system to be installed in NE 12th Street by the proponent, to the existing City of Renton system at 12th and Dayton. Roofs would be drained into individual dry wells. Water and Sanitary Sewer Utilities The project is located in Aquifer Protection Ar.ea Zone 2. This will not impact the property because it will be provided with sanitary sewer service from the,City of Renton. Sanitary sewer service would be from hexrpt.doc • City of Renton P/B/PW Department Preliminary Report to the Hearing Examiner ELIZABETH PLACE PRELIMINARY PLAT LUA-99-150,PP,ECF PUBLIC HEARING DATE: January 18,2000 Page 9 of 9 an existing 8"sanitary sewer main adjacent to the site in Edmonds Avenue NE. Separate side sewers will be required for each parcel (no dual sewers). Side sewer lines must have a 2 percent slope. The proposed plat is located in the Highlands 435 water pressure zone. There is an existing 8"water main adjacent to the site in Edmonds Avenue NE that will serve the property.An 8"water main extension through the site will be required. G. RECOMMENDATION: Staff recommends approval of the ELIZABETH PLACE PRELIMINARY PLAT, Project File No. LUA- 99-150, PP, ECF subject to the following conditions: (1) Compliance with ERC Mitigation Measures: The applicant is required to comply with the Mitigation Measures which were required by the Environmental Review Committee Threshold Determination. (2) Due to restrictions on vertical sight distance at the intersection of Edmonds Ave NE and NE 12th St, staff has requested that an "emergency use-only"gate be installed at the south end of the new public road where it intersects with NE 12th St. (3) A maintenance agreement shall be drafted and recorded, or a Homeowner's Association be established, for the maintenance of all common stormwater and access improvements, including Tract 'A'. (4) The following note shall be included on the face of the plat prior to recording: "Each primary building permit application submitted to the City of Renton Development Services Department must be accompanied by a geotechnical report. Said report shall include recommendations for building site preparation and building foundation construction for the individual lot for which the building permit has been requested." EXPIRATION PERIODS: The expiration period for Preliminary Plats (PP) is five (5)years from final approval (signature) date. hexrpt.doc •Z^ _ CITY OF RENTON DETERMINATION OF NON-SIGNIFICANCE (MITIGATED) : • MITIGATION MEASURES : ' • APPLICATION NO(S): LUA-99-150,PP,ECF APPLICANT: Brad Olschelfski/Arcarius Homes PROJECT NAME: Elizabeth Place Preliminary Plat DESCRIPTION OF PROPOSAL: The applicant,Arcarius Homes, has proposed subdivision of a 72,826 s.f. (1.67 A)property into 17 lots suitable for detached, single family houses. The property is " located at 1221 Edmonds Avenue NE, in a Residential 10 (R-10)zone,which requires between 7 and 10 dwelling units per net acre (du/a), and allows up to 13 du/a if all are detached units. Existing structures on the site would be removed. The project would require Environmental Review, Preliminary Plat approval, administrative approval of a reduced public street right-of-way(from 50 to 42 feet wide), and a variance of the Tree Cutting and Land Clearing regulations to allow grading of,slopes in excess of 40%. LOCATION OF PROPOSAL: The project is located in Northeast Renton, in the northwest ; quadrant of the intersection of Edmonds Avenue NE and NE 12th Street MITIGATION • MEASURES: .. . . - 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 grading0 is initiated, and shall be • constructed in conformance with the specifications presented in,Section D.4.3.1 of the King County Surface Water Design Manual (KCSWDM),Appendix D. This will be required during the construction of both off-site and on-site improvements, as well as building construction. 2. The applicant shall construct shallow drainage swales 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 Section 4.4.1 of 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. . 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 for change or revision to maintenance schedules or installation shall be submitted by the project Engineer Of record to the public works inspector for the preliminary plat construction. Certification of the installation, maintenance and proper removal of the erosion control facilities shall be required prior to recording of the plat.The applicant shall designate staging areas for temporary stockpiles of • excavated soil prior to the initiation of project construction. Excavated soils shall not be placed on or . • adjacent to site slopes. : i Y :r - .4. • Elizabeth Place Preliminary Plat • LUA-99-150,PP,ECF Mitigation Measures (continued) Page2of2 , • 5. The applicant shall provide cover for temporary cut slopes and soil stockpiles during periods of inactivity. Temporary cover may consist of durable plastic sheeting that is securely anchored to the ground surface or straw mulch. Plastic sheeting should be placed and anchored as specified in Section D.4.2.3 of the King County Surface Water Design Manual (KCSWDM)-Appendix D. Mulch application shall conform to guidelines outlined in Section D.4.2.1 of the KCSWDM,Appendix D. 6. The applicant shall establish permanent cover over exposed areas,that will not be worked for a period of 30 days or more'by seeding in conjunction with'a mulch cover or appropriate hydroseeding. Site seeding should conform to the specifications presented in Section D.4.2.4 of the KCSWDM,Appendix D. ' 7. The applicant shall provide stabilized construction entrances as specified in Section D.4.4.1 of the , KCSWDM,Appendix D,prior to the initiation of site clearing. 8. The applicant shall pay the applicable.Transportation Mitigation Fee at the rate of$75.00 per each new average weekday trip attributable to the project,estimated to be 9.55 average weekday trips per new residence.The Transportation Mitigation Fee is due priorto the recording of the plat.;• 9. The applicant shall pay the appropriate Fire Mitigation Fee at a rate of$488.00 per each new single family residential lot created by the proposed plat.',The fee is due prior to;the recording of the plat. 10. The applicant shall pay the appropriate Parks Mitigation Fee at the rate of$530.76 per each new single family residential lot. The fee is due prior to the recording of the plat. • •1. - _ ir: q, : f• • :` DETERMINATION OF NON-SIGNIFICANCE • (MITIGATED) ADVISORY NOTES • APPLICATION NO(S): LUA-99-150,PP,ECF• APPLICANT: Brad Olschelfski/Arcarius Homes • PROJECT NAME: Elizabeth Place Preliminary Plat DESCRIPTION OF PROPOSAL: The applicant, LeRoy Surveyors & Engineers, has proposed subdivision of a 72,826 s.f. (1.67 A) property into 17 lots suitable for detached, single family houses. The property is located at 1221 Edmonds Avenue NE, in a Residential 10 (R-10)zone,which requires between 7 and 10 dwelling units per net acre (du/a), and allows up to 13 du/a if all are detached units. Existing structures on the site would be removed. The project would require Environmental Review, Preliminary Plat approval, administrative approval of a reduced public street right-of-way(from 50 to 42 feet wide), and a variance of the Tree Cutting and Land Clearing regulations to allow grading of slopes in excess of 40%. LOCATION OF PROPOSAL: :'The project is located in Northeast Renton, in the northwest quadrant of the intersection of Edmonds Avenue NE and NE 12th • Street • 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., Plan Review—Sanitary Sewer 1. There is an existing 8"sanitary sewer main adjacent to the site in Edmonds Avenue NE. The nearest sewer main on NE 12th St is close to the intersection of Dayton Ave NE. The 8"sewer main in NE 12th can be extended to the site as shown on the conceptual utility plan. 2. Separate side sewers will be required for each parcel (no dual sewers). Side sewer lines must have a 2 percent slope. 3. The project is located in Aquifer Protection Area Zone 2. 4. Any new sewer mains are to be separated from water lines by a minimum of 10 feet. 5. Sewer Development Charges of$585.00 per single family residence will be required for this plat. This fee must be paid prior to issuance of the construction permit for the preliminary plat. Plan Review—Water 1. There is an existing 8"water main adjacent to the site in Edmonds Avenue NE and NE 12th St. 2. The proposed plat is located in the Highlands 435 water pressure zone. 3. An 8"water main extension through the site will be required, as shown on the conceptual utility plan. 4. Fire hydrants will be required to current City standards within 300 feet of all proposed building sites for the new parcels. • • 5. Water System Development charges of$850,00 per new single family residence will be required for -' this plat. This fee must be paid prior to issuance of the construction permit for the preliminary plat. — ti+^ - Elizabeth Place Preliminary Plat ' • LUA-99-150,PP,ECF • Advisory Notes(continued) Page 2of4 ' • Plan Review—Stormwater Drainage 1. The drainage control plan for this project includes separate infiltration pits or trenches for the new individual houses, and separate water quality and detention ponds for the runoff from the street. This detention pond is also proposed as an infiltration system. The soil logs provided for the site indicate suitable conditions for infiltration, and we recommend approval of the use of separate infiltration - systems for the individual houses,which will be dispersed throughout the site. This infiltration will help - recharge the aquifer. 2. We recommend against using infiltration for the larger pond in the southwest corner of the site. We - are concerned that concentration of infiltration of runoff from the entire street system at this location could result in an increase in dampness or drainage problems in the adjacent downstream property. - 3. There is a storm drainage system west of the site at Dayton Ave NE with capacity for the discharge from this detention pond. We recommend that the preliminary plat improvements include a catch basin at the westerly end of the new street improvements along NE 12th St. This catch basin is to be tightlined to the storm drainage system at,Dayton Ave NE:.The discharge from the detention pond can be directed to this new catch basin,=and thereby connected to the city storm drainage system. • 4. A permanent collection swale must also be constructed along the lower rear portions of proposed• . westerly lots to collect runoff from the new yards, preventing additional flow onto the adjacent lower - properties. 5. Surface Water System Development charges of$385 per new single family residence will be required for this plat.This fee must be paid prior to issuance of the construction permit for the preliminary plat. 6. Before any construction or development activity occurs, a pre-construction meeting must be held with the City of Renton Development Services Division, Construction Services (425-277-5570). • 7: The City of Renton retains the right to restrict the timing of land clearing and tree cutting activities to specific dates and/or seasons when such restrictions may be necessary for the public health, safety, and welfare, or for the protection of the environment. • Plan'Review—Street Improvements . , 1. Edmonds Ave NE adjacent to the site is fully improved with curbs, gutters, sidewalks, and lighting. No additional improvements are required along Edmonds Ave NE. 2. NE 12th St adjacent to the site is improved with only pavement. Street improvements are required along this frontage, including concrete curbs, gutters, and sidewalks. Street lighting to City standards Will also be required along this frontage. 3. NE 12th St adjacent to the site is steep, creating a potential sight distance problem for traffic coming down from Edmonds Ave NE. We recommend conditioning the project to chain off the new street onto NE 12th St restricting its use to emergency secondary access only. The street should be fully improved to City standards, allowing for use by emergency vehicles if needed. 4. Staff also recommends that a condition be placed on the plat prohibiting driveway access to NE 12th St for Tract A, and Lots 1 and 6. 5. The new street interior to the plat is proposed to be modified to 42 feet in right-of-way width. The Street Improvement Ordinance permits this modification, and is acceptable as proposed. Additional easements outside of this right-of-way will be required for street lights and fire hydrants. : .y: • Elizabeth Place Preliminary Plat _ '' • • LUA 99-150,PP,ECF Advisory Notes(continued) Page 3 of 4 _ ; 6. With the exception of the street width,the new street interior to the plat must be developed to City standards, including new pavement, curbs,gutters, sidewalks, and street lighting. 7. In'order to maximize the amount of available on-street parking,we recommend that the project include joint-use driveways for adjacent lots throughout the plat. This should be clearly noted on the final recorded plat, including which parcels are to share access, and associated joint access easements. 8. ' The proposed right-of-way that is northwest of the turn in the new street system (adjacent to Lots 9, 12, and 13)should be revised. The area behind the sidewalk should be included in the adjacent parcels,with an access easement to Lots 10, 11, and 12. ' 9. All new electrical, phone, and cable services to the preliminary plat must be underground. Construction of these franchise utilities must be inspected and approved by a City of Renton public• works inspector prior to recording of the plat. 10. The new street interior to the plat,and individual driveways, cannot exceed 15 percent slope, nor can driveways exceed 8 percent slope without Board of Public Works approval. 11. Payment of a Traffic Mitigation fee of$75 per new average weekday trip, estimated at 9.55 new trips • pier single family residence,will be-required prior 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,registered Civil Engineer. 2. The construction permit application(s)must include an itemized Jcost estimate for these improvements. 3. The fee for review and inspection of these improvements is 5 percent of the first$100,000 of the estimated construction costs;4 percent of anything over$100,000, but less than $200,000, and 3 percent of anything over$200,000. Half of this fee must be paid upon application for construction permits (preliminary plat improvements), and the remainder when the construction permit is issued. There may be additional fees for water service related expenses. Parks Department Review • 1. Payment of a Parks Mitigation fee of$530.76 for each single family residence will be required prior to recording of the plat. Building Department Review 1. A demolition permit will be required. 2. The recommendations of the geotechnical engineer and the geotechnical report dated October 19, 1999, shall be implemented regarding removal of fill material from the property, replacement structural fill, compaction, and foundations/footings. Fire'Prevention Department Review • ' 1. A fire hydrant with 1000 GPM fire flow is required within 300 feet of all new single family structures. If the building square footage exceeds 3600 square feet in area,the minimum fire flow increases to 1500 GPM and requires two hydrants within 300 feet of the structure. 2. A Fire Mitigation fee of$488 is required for all new single family structures. Payment is required prior to recording of the plat.. - - _ •I Elizabeth Place Preliminary Plat • • LUA-99-150,PP,ECF Advisory Notes (continued) Page 4 of 4 Property Services Department Review 1. Indexing information at the top of the Preliminary Plat drawings needs to be corrected to Section 5. 2. The City of Renton will assign a street name that conforms to city standards to the interior street shown as"Elizabeth Place"on the Preliminary Plat drawings. 3. Comments regarding information needed for Final Plat approval have been forwarded separately to. the applicant. ' Development Services Department Review 1. The site is designated Residential Options in the Comprehensive Plan. 2. The property is zoned Residential 10 (R-10). • 3. Densities allowed in the R-10 Zone are 7.0 dwelling units per net acre (du/a)minimum and 10 du/a maximum,with a density bonus of an additional 3 du/a if all units in the project are detached. 4. Minimum lot size in the R-10 Zone is 3000 sf(when property being subdivided is larger than 0.5 acre), with minimum width of 30 for interior lots and 40 for corner lots. The minimum permitted lot depth is 55 feet. Staff requests that property lines be adjusted so that all lots meet these minimums. - 5.. Heights of buildings in the R-10 Zone are limited to 2 stories, or 30 feet. Accessory structures are limited to 1 story, or 15 feet in height...> ' 6. Required setbacks in the R-10 Zone are 20 feet for:front yards facing NE 12th St and Edmonds Ave NE; 10 foot front yard for a primary structure fronting-public streets developed after September 1,, , 1995; 20 feet for attached garages which access from the front; 15 foot rear yard setbacks,unless the lot abuts a lot zoned RC, R-1, R-5, or R-8,'in such cases, a 25 foot setback is required for all attached dwelling units (none are proposed); side.yard setbacks along the street of a corner lot is 10 feet, and 20 feet for attached garages which access from the side yard street; and interior lot sideyard setbacks • are 5 feet. All setbacks ar'e minimums. 7. A 10 foot wide landscaped buffer is required along Edmonds Ave NE. All setback areas shall be landscaped, except driveways and walkways: 8. The maximum building coverage allowed in the R-10 Zone is 7.0 percent of the lot, and the maximum amount of impervious surface permitted is 75 percent of the total lot area. 9. The geotechnical report states some slopes exceed 50 percent, a variance is required, and has been requested,to clear slopes in excess of 40 percent slopes. 10. The project proponent shall draft and record a maintenance agreement to establish a Homeowners' Association for the maintenance of all common improvements (access and utility easements, rights- of-way, and stormwater facilities, including Tract'A'). A draft of the document shall be submitted to the City of Renton for review and approval by the City Attorney prior to the recording of the preliminary plat. • City of Wig, ,� Department of Planning/Building/Public ENVIRONMENT L & DEVELOPMENT APPLICATION ,R VIEW SHEET REVIEWING DEPARTMENT: pok( COMMENTS DUE: 11/12/99 APPLICATION NO: LUA-99- 0,PP,ECF DATE CIRCULATED: OCTOBER 29, 1999 APPLICANT: James &William elmondo PROJECT MANAGER: ElizAeth Higgins PROJECT TITLE:, Elizabeth Plac Preliminary Plat WORK ORDER NO:•y78596 LOCATION: 1221 Edmonds Avenue`N� SITE AREA: 72,826 s.f. (1.67 A) BUILDING AREA(gross): SUMMARY OF PROPOSAL: The applicant, LeRoy Surveyors&Engineers, has proposed subdivision of a 72,826 s.f. (1.67 A) property into 17 lots suitable for detached, single family houses. The property is located at 1221 Edmonds Avenue NE, in a Residential 10(R-10)zone,which requires between 7 and 10 dwelling units per net acre(du-a), and allow up,to 13 du/a if all are detached units. Existing structures on the site would be removed. The project would require Environmental Review, Preliminary Plat approval, and administrative approval of a reduced public street right-of-way(from 50 to 42 feet wide). 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 1/1-M0 Qd Lrn, zC polio, „ovwaciz,v R h .5 ((fb p c-ed) 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 Directorior Authorized Representative - . - Date routing — Rev.10/93 • ,� Y O • Gna . .y.:...rN��'�` ��.`�::. ♦• }`tea ♦ _411111:' 11116 Y.v.,. ✓•/.<r..:4�.., .•,'>Y »!a�G w,w<;•slz�,Ma—�.w:aJ.cr.4o..»•y,f..+.!�.., an�nf..ro.....rl ,....-;.,ply. .. .. V M t R ry.<yfvw�s.•rrRw.r,;.:.w..wcw+-wc�.arrxes.r.:vi►tir.:ia..ra.R..wie.R :.+s.s�!rcDwoc•aw.rwwrRRi S';a�w • Project Name E l l zu et>i Place f/ Project rAddress 12-21 E d 144 Ovid 5 ir✓e._ LL Contact Person 13 fct d D i Gt1€[f 5 k Address Phone Number Z5 - 7u6 - 5147 I • Permit Number 1-U.4 - clef - 150 Project Description 1 - 10C 5 fil/T faw,11,/ plea ( R.-16 zU 4 Land Use Type: Method,�off Calculation: Residential ITE Trip Generation Manual Retail 0 Traffic Study Non-retail 0 Other Calculation: . vtzvevau� «,I iv,PS 07)(ci.6 ) _ 16z . 35 z ✓cs At $ 75 11.v) t v;r' • (.1cZ. 35 75) = f2176 - aS • Transportation Mitigation Fee: 1 J2) 17 6- ZS Calculated by: 1V6(1 Ogti- Date: A)v✓ / °gcl Account Number: 105. 5RR. 'MO, 70. 00. Date of Payment • CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS DEPARTMENT MEMORANDUM DATE: NOVEMBER 2, 1999 TO: ELIZABETH HIGGINS FROM: NEIL WATTS SUBJECT: ELIZABETH PLACE PRELIMINARY PLAT PRELIMINARY PLAT REVIEW I have reviewed the project submittal for the above listed project, and have the following comments at this time: SEWER • There is an existing 8" sewer main in Edmonds Ave NE adjacent to the proposed plat. There is;also an existing 8" sewer main in NE 12th St west of the site. The new parcel can be served by extending an 8"sewer main in NE 12th St to the site as shown on the conceptual utility plan. • Separate side sewers will be required for each parcel (no dual side sewers). The minimum slope for the side sewers shall be 2%. • Sewer System Development Charges of$585 per new single family parcel will be required for this plat. This fee must be paid prior to issuance of the construction permit for the preliminary plat. WATER • The existing water main system in Edmonds Ave NE and NE 12th St adjacent to the site consists of 8" water mains. The proposed plat is located in the Highlands 435 water pressure zone, and is within Aquifer Protection Zone 2. • An 8" water main extension through the site will be required, as shown on the conceptual utility plan. • Fire hydrants will be required to current City standards within 300 feet of all proposed building sites for the new parcels. _ t NOVEMBER 3, 1999 PAGE 2 1 • Water System Development Charges of$850 per new single family parcel will be required for this plat. This fee must be paid prior to issuance of the construction permit for the preliminary plat. DRAINAGE • A conceptual drainage plan and drainage report has been submitted with the preliminary plat application for this project. The conceptual drainage plan includes detention and water quality treatment for plat, and is approved as submitted. • Surface Water System Development Charges of $385 per new single family parcel will be required for this plat. This fee must be paid prior to issuance of the construction permit for the preliminary plat. EROSION CONTROL MEASURES • Due to the steep nature of this site, and our concerns for possible erosion and sedimentation problems from further construction activities on the site, we recommend the following conditions for this short plat (for both preliminary plat development and future building permits 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 Section D.4.3.1 of the King County Surface Water Design Manual, Appendix D. This will be required during the construction of both off-site and on-site improvements as 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 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 or drainage swales shall conform to the specifications presented in Section 4.4.1 of 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 or record to the public works inspector for the preliminary short plat construction. Certification of the installation, maintenance and proper removal of the erosion control facilities shall be required prior to recording of the short plat. NOVEMBER 3, 1999 PAGE 3 STREET IMPROVEMENTS • • Edmonds Ave NE adjacent to the site is fully improved with curbs, gutters, sidewalks and lighting. No additional improvements are required along Edmonds Ave NE. • NE 12th St adjacent to the site is improved with only pavement. Street improvements are required along this frontage, including concrete curbs, gutters and sidewalks. Street lighting to City standards will also be required along this frontage. • The new street interior to the plat is proposed to be modified to 42 feet in right-of-way width. The Street Improvement Ordinance permits this modification, and is acceptable as proposed. Additional easements outside of this right-of-way will be required for street lights and fire hydrants. • The new street interior to the plat must be developed to City standards, including new pavement, curbs, gutters, sidewalks and street lighting. • All new electrical, phone and cable services to the short plat must be undergrounded. Construction of these franchise utilities must be inspected and approved by a City of Renton public works inspector prior to recording of the plat. • Traffic mitigation fees of$75 per net new average daily trip ($716.25 per lot) will be required prior to recording of the plat (total of$12,176.25). Fire mitigation and Parks mitigation fees must also be paid prior to recording of the plat. GENERAL • All required utility, drainage and street improvements will require separate plan submittals prepared according to City of Renton drafting standards by a registered Civil Engineer. The construction permit application must include a itemized cost estimate for these improvements. The fee for review and inspection of these improvements is 5% of the first $100,000 of the estimated construction costs; 4% of anything over $100,00 but less than $200,000, and 3% of anything over $200,000. Half of this fee must be paid upon application for construction permits (preliminary plat improvements), and the remainder when the construction permit is issued. There may be additional fees for water service related expenses. • • City of hrn Department of Planning/Building/Public, ,vvi S ENVIRONMENTAL 8 DEVELOPMENT APPLICATION REVIEW SHEET REVIEWING DEPARTMENT: ecovNom tL v MENTS DUE: 11/12/99 - - APPLICATION NO: LUA-99-150,PP,ECF DATE CIRCULATED: OCTOBER 29, 1 99' t. ,.0.b N' APPLICANT: James&William Belmondo PROJECT MANAGER: Elizabeth Hig ns OC PROJECT TITLE: Elizabeth Place Preliminary Plat WORK ORDER NO: 78596 F.._ 2 11999 LOCATION: 1221 Edmonds Avenue NE A'Y`sr 'r.:'��`;`'•'`=r,� SITE AREA: 72,826 s.f. (1.67 A) I BUILDING AREA(gross): SUMMARY OF PROPOSAL: The applicant, LeRoy Surveyors&Engineers, has proposed subdivision of a 72,826 s.f. (1.67 A) property into 17 lots suitable for detached, single family houses. The property is located at 1221 Edmonds Avenue NE, in a Residential 10(R--10)zone,which requires between 7 and 10 dwelling units per net acre(du-a), and allow up to 13 du/a if all are detached units. Existing structures on the site would be removed. The project would require Environmental Review, Preliminary Plat approval, and administrative approval of a reduced public street right-of-way(from 50 to 42 feet wide). • 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 LighUGlare 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 „Sri•C 0 E3k cs.J\I f71`•'O (Lc 310[fh5'r'rrL- (De rIc.3-", t N Tt-}z- GUti^ (?SAC t jZ 7u_5- PC f ouc i" ST(49"72Z.1 L Pc,a3-rrn: 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 a one!informa needed to properly assess this proposal. =_ - Signature Vector or thorized Representative _ Date routing — _ Rev.10/93 CITY OF RENTON PLANNINGBUILDING/PUBLIC WORKS MEMORANDUM DATE`. November 19, 1999 TO: Elizabeth Higgins FROM: Sonja J. Fesser 13 SUBJECT: Elizabeth Place,LUA-99-150,PP Format and Legal Description Review Bob Mac Onie and I have reviewed the above referenced preliminary plat submittal and have the following comments: Comments for the Applicant: The indexing information at the top of the drawing sheet is incorrect as shown. The section is 5, not 4. The street name shown"Elizabeth Place"does not conform to city standards and will have to be renamed as necessary. Information needed for final plat approval includes the following: Note the City of Renton land use action number(LUA-XX-XXXX-FP) and the city's land record number(LND-10-0348) on the drawing. 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. Tie to the City of Renton Survey Control Network. The geometry will be checked when the ties are provided. Provide plat and lot closure calculations. Complete City of Renton Monument Cards,with reference points for all new right-of-way monuments set as part of the plat. Include a statement of equipment and procedures used, per WAC 332-130-100. \\TS SERVER\SYS2\COMMON\\\CENTRAL\SYS2\DEPTS\PBPW\FILE.SYS\LND\10\0348\RV991115.DOC • November 16, 1999 Page 2 • • Include the basis of bearing, per WAC 332-130-050 1.b.iii. Indicate what has been, or is to be, set at the new corners of the proposed lots. Note the date the existing monuments were visited, per WAC 332-130-150-1.f.iv., and what was • found. • Note the plat names and lot numbers of the properties to the north and west of the subject property. Note all easements, agreements and covenants of record on the drawing. Note discrepancies between bearings and distances of record and those measured or calculated, if any. Note to whom new easements, if any, are to be granted(private or city-held). The city will provide addresses for the proposed lots after the preliminary review. The addresses will need to be noted on the drawing. 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. Required City of Renton signatures (for approval of the plat) 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. The owners of the subject property need to sign the final plat document(include notary blocks as needed). Include a dedication/certification block on the drawing. Because the subject property falls within Zone 2 of the City of Renton Aquifer Protection Area, the Aquifer Protection Notice needs to be noted on the drawing. See the attachment. An updated Plat Certificate will be required, dated within 45 days of Council action on approval of the plat. Note that if there are restrictive covenants 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)will be referenced on the plat in the appropriate locations. Comments for the Project Manager: f; • November 16, 1999 Page 3 The Project Narrative states that proposed"Tract A" is to be dedicated to the city for storm drainage purposes. Is this acceptable to the city? Lots 3 & 6 do not meet the 40' minimum lot width for corner lots in an R-10 zone. Fee Review Comments: The Fee Review Sheet for this preliminary review is provided for your use and information. PROPERTY SERVICES FEE REVIEW FOR SUBDIVISIONS No. 99 - 050 . APPLICANT:- '1 h Ij,'1ri r (,6,I=N 1IJ5 4-1011 -c,-,) RECEIVED FROM (date) JOB ADDRESS: 122J t-----tr' 1f76--,. AVE 1 I WO# 7854� NATURE OF WORK: I7 I-r__,-; - i,fir � 7 I7A'13 }-I pLAr� LND# IC) -034F3 ❑ PRELIMINARY REVIEW O SUBDIVISION B L NG PLAT, NEED MO INFORMATION: 0 LEGAL DESCRIPTION SHORT PLAT,BINDING SITE PLAN,ETC. 0 P1D#'s 0 VICINITY MAP , ❑ FINAL REVIEW OF SUBDIVISION,THIS REVIEW REPLACES 0 SQUARE FOOTAGE 0 OTHER PRELIMINARY FEE REVIEW DATED 0 FRONT FOOTAGE. . ❑ SUBJECT PROPERTY PARENT PID#5,. 4?A0-n.9Z.Z., X NEW KING CO.TAX ACCT.#(s)are required when -O3a4- 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 ire 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 followingiquoted 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 -O- Latecomer Agreement(pvt)WASTEWATER -q Latecomer Agreement(pvt)OTHER -0- • -O- Special Assessment District/WATER -p- -0- Special Assessment District/WASTEWATER -0- Joint Use Agreement(METRO) • -0- Local Improvement District * -p- Traffic Benefit Zones $75.00 PER TRIP, CALCULATED BY TRANSPORTATION -0- FUTURE OBLIGATIONS -O- SYSTEM DEVELOPMENT CHARGE-WATER 0 Estimated #OF UNITS/ . SDC FEE ❑Pd Prey. ❑Partially Pd(Ltd Exemption) 0 Never Pd SQ.FTG. Single family residential$850/unit x la $1 3,600.0 0 Mobile home dwelling unit$680/unit in park Apartment,Condo$510/unit not in CD or COR zones x ' Commercial/Industrial, $0.113/sq.ft.of property(not less than$850.00)x Boeing,by Special Agreement/Footprint of Bldg plus 15 ft perimeter(2,800 GPM threshold) SYSTEM DEVELOPMENT CHARGE-WASTEWATER 0 Estimated ❑Pd Prey. 0 Partially Pd(Ltd Exemption) 0 Never Pd ' • Single family residential$585/unit x . 1 . es C 360.00 Mobile home dwelling unit$468/unit x Apartment,Condo$350/unit not in CD or COR zones x Commercial/Industrial$0.078/sq.ft.of property x(not less than$585.00) ' 11,0 SYSTEM DEVELOPMENT CHARGE-SURFACEWATER ❑ Estimated 0 Pd Prey. 0 Partially Pd(Ltd Exemption) 0 Never Pd i Single family residential and mobile home dwelling unit$385/unit x 17 a tic)545.00 �f All other properties$0.129sq ft of new impervious area of property x -f p,_ - (not less than$385.00) ' i PRELIMINARY TOTAL $ ect,505.00 •L\J(J��(.�tt) ielcv1ML) 11/Iq/qcj '< Sign�tjre of ewtng Authority' . DATE a tD ❑ *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. 0 • ❑ Current City SDC fee charges apply to . 0 jiA ' • 'di,, � ' • c:/tem Late/feeaPP1/igb =EFFECTIVEJuIY16r 1995/Ord.Nos.4506r`4507r 4508r4525�arid4526`.,. - a' - - ,ly r';a • (^ ni.ekr"..'�li ` ".' ,t:.,• .; , -rAc}-irnm. JT "' • :ryC _ z„ - -'F-tm Lo-rs cR .6.��t� I- .} .J I-1 FAI..I. - (AQUIFER PROTECTION NOTICE ' TIIIS NOTICE SIIALL SERVO AS NOTICE TO ALL HOMEOWNERS OF WARREN'S , WITHIN ZONE 2 OF RENTON'S AQUIFER PROTECTION AREA AND ARE SUBJECT TO THE REQUIREMENTS OF THE CITY OF RENTON ORDINANCE • L #43673'THIS CITY'S SOLE SOURCE OF DRINKING WATER IS SUPPUED FRGMM AJD'°`s'U A SHALLOW ACQUIFER UNDER THE CITY SURFACE. THERE IS NO NATURAL - tsY f'-iAu. ' BARRIER BETWEEN THE WATER TABLE AND GROUND SURFACE. EXTREML • I.4T4o. CARE SHOULD BE EXERCISED WHEN HANDLING OF ANY LIQUID SUBSTANCE OTHER THAN WATER TO PROTECT FROM CONTACT WITH THE GROUND SURFACE. IT IS THE •HOMEOWNERS RESPONSIBIUTY TO PROTECT THE CITYS I DRINKING WATER. • r r 1 Oti�Y O es � CITY OF RENTON "PL'NTO FIRE PREVENTION BUREAU MEMORANDUM DATE: November 1, 1999 TO: Elizabeth Higgins, Planner FROM: Jim Gray, Assistant Fire Marshal (Y SUBJECT: Elizabeth Place Development, 1221 Edmonds Av. NE Fire Department Comments: 1. A fire hydrant with 1000 GPM fire flow is required within 300 feet of all new single family structures. If the building square footage exceeds 3600 square feet in area, the minimum fire flow increases to 1500 GPM and requires two hydrants within 300 feet of the structure. 2. A fire mitigation fee of$488.00 is required for all new single family structures. Please feel free to contact me if you have any questions. • City of r.E:.:;:I Department of Planning/Building/Puba s�,s ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET REVIEWING DEPARTMENT:C c wcnc \' cO COMMENTS DUE: 11/12/99 APPLICATION NO: LUA-99-150,PP,ECF DATE CIRCULATED: OCTOBER 2idatopmEt4T SERWcES APPLICANT: James&William Belmondo PROJECT MANAGER: Elizabeth HigginsCITY OF RENTON PROJECT TITLE: Elizabeth Place Preliminary Plat WORK ORDER NO: 78596 OCT 2 9 1999 LOCATION: 1221 Edmonds Avenue NE SITE AREA: 72,826 s.f. (1.67 A) I BUILDING AREA(gross): 1 u�Ee•hIVED SUMMARY OF PROPOSAL: The applicant, LeRoy Surveyors&Engineers, has proposed subdivision of a 72,826 s.f. (1.67 A) property into 17 lots suitable for detached, single family houses. The property is located at 1221 Edmonds Avenue NE, in a Residential 10(R-10)zone,which requires between 7 and 10 dwelling units per net acre(du-a), and allow up to 13 du/a if all are detached units. Existing structures on the site would be removed. The project would require Environmental Review, Preliminary Plat approval, and administrative approval of a reduced public street right-of-way(from 50 to 42 feet wide). 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 //6W • • C. CODE-RELATED COMMENTS ab6;141a--17-1011/ 40,y,th-j) • 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 additi al information is needed to properly assess this proposal. - -- " ure o Direc or Authorize ReRe re - — Date ' Sig _ f p Rev.10/93 routing — — _ . r_ #; ,, (-^, • City of ke:...::. Department of Planning/Bur7ding/Public _.;:s ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET REVIEWING DEPARTMENT: Pof COMMENTS DUE: 11/12/99 APPLICATION NO: LUA-99-150,PP,ECF DATE CIRCULATED: OCTOBER 29, 1999 APPLICANT: James&William Belmondo PROJECT MANAGER: Elizabeth Higgins PROJECT TITLE: Elizabeth Place Preliminary Plat WORK ORDER NO: 78596 LOCATION:, 1221 Edmonds Avenue NE SITE AREA: 72,826 s.f. (1.67 A) I BUILDING AREA(gross): SUMMARY OF PROPOSAL: The applicant, LeRoy Surveyors.&Engineers, has proposed subdivision of a 72,826 s.f. (1.67 A) property into 17 lots suitable for detached, single family houses. The property is located at 1221 Edmonds Avenue NE, in a Residential 10(R-10)zone, which requires between 7 and 10 dwelling units per net acre(du-a), and allow up to 13 du/a if all are detached units. Existing structures on the site would be removed. The project would require Environmental Review, Preliminary Plat approval, and administrative approval of a reduced public street right-of-way(from 50 to 42 feet wide). 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 1 Aesthetics Water - Light/Glare Plants 1 Recreation Land/Shoreline Use i Utilities Animals I Transportation Environmental Health Public Services Energy/ Historic/Cultural Natural Resources I Preservation I Airport Environment 10,000 Feet 14,000 Feet 4:1411"/j/Le/2-Ca/Z-E__/26,. e '-7-2./0a . r a;>2 ltk4--i 11 • B. POLICY-RELATED COMMENTS zlz,Vez,-/-74- 1, -2d q ta /(..)- Li/ 530. 7Ce . -e4 ,..-tl• (-1/4- /-7;64 • C. CODE-RELATED COMMENTS i,e/a. cztztt._ /71-(_) (4y ,a-- o' /9-i / 2--, 1 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. .-._,Mil-p3eY1-7 ..--." -;. / V//ri ignature of Director or Authorized Representative Date _ routing _ — - Rev.10/93 • 'ZOI II1G MAP BOO . • • • friP 93 _ .1 I _ tn e� ri1 !I\� - •.�:z�.•.- ��,,�•` • ii"�\�tll• \�'��' E'" 26 T24N R5E I .„..,r;..,,, a Neg. 64 i r 4 �J ��� �' .I zi i f �4` ` 4 , _ / H_r •• 9Yf� }r T1' . F' _t ,l:��,..: tiM1.�:`-lf:\�j:-�tii�BANNS ON �• rriIII, - -- t. : ` .., ,-. 1 f 24N R5E - 4 sd.W �l �r 1llyili=aillti 11�_�._�;,- - ;_:"��.,-=:::;a:-:'--:±.�� �•4:a"% . -•" „� �T � �•f� f�� ■II ill III,:I�ij.'.'- '�\:: -. :4 .N r-��j' '� L�_JA�- •in � �. 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' .5- T23N R5E E 1/2 I , •,.,: - .. .; . .•.:: :-:.. . -_-. , - _. - ... • _ _ _ . . _ CITY ,F RENTON ._ Planning/Building/Public Works Department Jesse Tanner,Mayor Gregg Zimmerman P.E.,Administrator January 11,2000 Mr. Brad Olschelfski Arcarius Homes 6947 Coal Creek parkway#257 New Castle,WA 98059 SUBJECT: Elizabeth Place Preliminary Plat Project No. LUA-99-150,PP,ECF Dear Mr. Olschelfski: This letter is to inform you that the comment and appeal periods have 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. As you know, a Public Hearing will be held by the Renton Hearing Examiner at his regular meeting in the Council Chambers on the seventh floor of City Hall, 1055 South Grady Way, Renton, Washington, on January 18, 2000, at 9:00 AM to consider the proposed Preliminary Plat. If you have any questions, please feel free to contact me at(425)430-7382. For the Environmental Review Committee, Elizabeth Higgins,AICP Project Manager cc: Mr. James Belmondo/Property Owner Mr. William Belmondo/Property Owner Ms. Terre Scappini FINAL, 1055 South Grady Way-Renton, Washington 98055 ®This paper contains 50%recycled material,20%post consumer - ."-s; :' : ' , - •• 4'1.t'-;;"' 'k• ' •" 1 • ; ": r',! • ;frib":%. ' ' - • CITY Planning/Building/Public Works Department • • Jesse Tanner,Mayor Gregg Zimmerman P.E.,Administrator December 22, 1999 • - . • :Washington State Department of Ecology • Environmental Review Section PO Box 47703 Olympia,WAS 98504-7703 Subject: Environmental Determinations Transmitted herewith is a copy of the Environmental Determination for the following project reviewed by the Environmental Review Committee (ERG)on December 21, 1999: - • DETERMINATION OF NON-SIGNIFICANCE-MITIGATED - ELIZABETH PLACE PRELIMINARY PLAT LUAL99-150,PP,ECF •, , ._ The applicant,Arcarius Homes, has proposed subdivision of a 72,826 s.f. (1.67 A)property into 17 lots suitable : for detaChed, single family houses. The property is located at 1221 Edmonds Avenue NE, in a Residential 10 (13- .10)zone, which requires between 7 and 10 dwelling units per net acre(dy/e), and allows up to 13 du/a if all are detached Units: Existing structures on the site would be removed. The project would require Environmental • • Review, Preliminary Plat approval, administrative approval of a reduced public street right-of-way(from 50 to 42 feet Wide), and a variance of the Tree Cutting and Land Clearing regulations to allow grading of slopes in excess , of 40%. Location: NE Renton, NW quadrant of the intersection of Edmonds Ave. NE and NE 12th,Street. • Appeals of the environmental determination must be filed in writing on or before 5:00 PM January 10, 2000. 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 4-8-11B. 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, 6e0/4 jle'ortg Elizabeth Higgins, AICP Project Manager cc: King County Wastewater Treatment Division Larry Fisher, Department of Fisheries David F. Dietzman, Department of Natural Resources Don Hurter, Department of Transportation Shieley Lukhang, Seattle Public Utilities DUwarnish Tribal Office , • • : Rod Malcom, Fisheries, Muckleshoot Indian Tribe (Ordinance) • • Joe Jainga, Puget Sound Energy • : • - , • ' • 1055 South Grady.Way 7-Rentop,%Waslii4gton 98055 • • r:xr , i, •- CITYtF RENTON Planning/Building/Public Works Department • Jesse Tanner,Mayor Gregg Zimmerman P.E.,Administrator December 22, 1999 • Mr: Brad Olschelfski Arcarius Homes V 6947 Coal Creek parkway#257 New Castle,WA.98059 SUBJECT: Elizabeth Place Preliminary Plat . Project No. LUA-99-150,PP,ECF - Dear Mr. Olschelfski: • - • 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 ERG, on December 21, 1999, issued a threshold Determination of Non- Significance-Mitigated with Mitigation Measures. See the enclosed Mitigation Measures document. Appeals of the environmental determination must be filed in writing on or before 5:00 PM January 10, 2000. 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 4-8-11 B. Additional information regarding the appeal process maybe obtained from the Renton City Clerk's Office, (425)- 430-6510. • A Public Hea'ring will be held by the Renton Hearing Examiner at his regular meeting in the Council Chambers on the seventh floor;of City Hall, 1055 South Grady Way, Renton,Washington, on January 18,2000, 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, • Elizabeth Higgins,AICP Project Manager ' cc: Mr.James Belmondo/Property Owner Mr.William Belmondo/Property Owner Ms.-Terre Scappini '• Enclosure dnsmltr... 1055 South Grady Way-Renton,Washington 98055. Y .T�.. • ' • - : ..? .•' :. '•:'C'`•`•"',�.i} ^''. .-.'_ .. ,..'�'r'-•.�ThIs riariwr nnnfainc��.0%rnnvclarf mafbrial 90%noel i•nneumwr f ' r aw i NO ' ENVIRONMENTAL DETERMINATION POSTED TO NOTIFY INTERESTED PERSONS OF AN ENVIRONMENTAL ACTION PROJECT NAME: ELIZABETH PLACE PRELIMINARY PLAT PROJECT NUMBER: LUA-99-150,PP,ECF The applicant;Arcarius Homes, has proposed subdivision of a 72,826 s.f. (1.67 A)property into 17 lots suitable for detached,single family houses. The property is located at 1221 Edmonds Avenue NE, in a Residential 10 (R-10) zone, which requires between 7 and 10 dwelling units per net acre (du/a), and allows up to 13 du/a if all are detached units. Existing structures on the site would be removed. The project would require Environmental Review, Preliminary Plat approval, administrative approval of a reduced public street right-of-way(from 50 to 42 feet wide),and a variance of the Tree Cutting and Land "� Clearing regulations to allow grading of slopes in excess of 40%. Location: The project is located in Northeast Renton, in the northwest quadrant of the intersection of Edmonds Avenue NE and NE 12th Street. 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 January 10, 2000. ' 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 4-8-11B. 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 at his regular meeting in the Council Chambers on the seventh floor of City Hall, on January 18, 2000 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. .1P0•'n•R S -; .pr 16TN yT + • i, ' e �:pinrI p, ti far-J y®a bPiG t t .-.t °- r ;ZE � NI 4 pi � awa a4,p. i iNe Nir El_24_4 .la re• �p E 00- •/ p0 ` y ct�\ ,,,,,Hs ' J • _ �;; eK P. ° • J � P. r_., �-�, i _i . i\ u/A •Sl;.4 ,;: , 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 (ERC) has issued a Determination of Non-Significance - Mitigated for the following project under the authority of the Renton Municipal Code. ELIZABETH PLACE PRELIMINARY PLAT LUA-99-150,PP,ECF Environmental review for proposed subdivision of property into 17 lots suitable for single family homes. Location: 1221 Edmonds Ave. NE. Appeals of the environmental determination must be filed in writing on or before 5:00 PM January 10, 2000. 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 4-8-11 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 at his regular meeting in the Council Chambers on the seventh floor of City Hall, on January 18, 2000 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: December 27, 1999 Account No. 51067 dnsmpub.dot `----' CITY OF RENTON - - DETERMINATION OF NON-SIGNIFICANCE (MITIGATED) APPLICATION NO(S): LUA-99-150,PP,ECF APPLICANT: Brad Olschelfski/Arcarius Homes PROJECT NAME: Elizabeth Place Preliminary Plat DESCRIPTION!OF PROPOSAL: The applicant,Arcarius Homes, has proposed subdivision of a 72,826 s.f. (1.67 A) property into, 17 lots suitable for detached, single family houses. The property is located at 1221 Edmonds Avenue NE, in a Residential 10 (R-10)zone, which requires between 7 and 10 dwelling units per net acre (du/a), and allows up to 13 du/a if all are detached units. Existing structures on the site would be removed. The project would require Environmental Review, Preliminary Plat approval, administrative approval of a reduced public street right-of-way (from 50 to 42 feet wide), and a variance of the Tree Cutting and Land Clearing regulations to allow grading of slopes in excess of 40%. LOCATION OF PROPOSAL: The project is located in Northeast Renton, in the northwest quadrant of the intersection of Edmonds Avenue NE and NE 12t Street 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 January 10, 2000. 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 4-8-11 B. Additional information regarding the appeal process may be obtained from the Renton City Clerk's Office, (425)- 430-6510. PUBLICATION DATE: December 27, 1999 DATE OF DECISION: December 21, 1999 SIGNATURES: • Y `,6�1 / ( T Gregg Zit Zim rma dministrator DATE } i Department f Planning/Building/Public Works -G ,� o /, ./-1 7 S or DATEr op Shepherd, Adrrf�f�istra ormmunity Se s • _ 1Z9--J/— ??-. ee ee er,'iFire Chief DATE R to Fire Department ercsignature t..v.. ._ ...:. ..^':. -.•':!..,:: ..�:..._. ice CITY OF RENTON DETERMINATION OF. NON-SIGNIFICANCE (MITIGATED) . • MITIGATION MEASURES APPLICATION NO(S): LUA-99-150,PP,ECF •• APPLICANT: Brad Olschelfski/Arcarius Homes PROJECT NAME: Elizabeth Place Preliminary Plat DESCRIPTION OF PROPOSAL: . . The applicant,Arcarius Homes, has proposed subdivision of a 72,826 s.f. (1.67 A)property into 17 lots suitable for detached, single family houses. The property is located at 1221 Edmonds Avenue NE, in a Residential 10 (R-10)zone,which requires between 7 and 10 dwelling units per net acre(du/a), and allows up to 13 du/a if all are detached units. Existing structures on the site would be removed. The project would require Environmental Review, Preliminary Plat approval, administrative approval of a reduced public street right-of-way(from 50 to 42 feet wide), and a variance of • the Tree Cutting and Land Clearing regulations to allow grading of slopes in excess of 40%. : LOCATION OF PROPOSAL: The project is located in Northeast Renton, in the northwest -:quadrant of the intersection of Edmonds Avenue NE and NE 12th _` Street MITIGATION MEASURES: • 1. The applicant shall install la silt fence along the downslope perimeter,of the area that is to be disturbed. The silt fence shall be in place b•efore clearing and grading is initiated, and shall be •constructed in conformance with the specifications presented in Section 12.4.3.1 of the King County Surface Water Design Manual (KCSWDM),Appendix D.'This will be required during the construction of both off-site and on-site improvements, as well as building.construction. 2. The applicant shall construct shallow drainage swales 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 Section 4.4.1 of 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. - 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 for change or revision to maintenance schedules or installation shall be submitted by the project Engineer of record to the public works inspector for the preliminary plat construction. Certification of the installation, maintenance and proper removal of the erosion control facilities shall be required prior to recording of the plat. The applicant shall designate staging areas for temporary stockpiles of • excavated soil prior to the initiation of project construction. Excavated_soils shall not be placed on or adjacent to site slopes: = • is .a', �•"lr:rlV.i Elizabeth Place Preliminary Plat LUA-99-150,PP,ECF' • . ' Mitigation Measures (continued) Page 2 of 2 • • 5. The applicant shall provide cover for temporary cut slopes and soil stockpiles during periods of ' inactivity. Temporary cover may consist of durable plastic sheeting that is securely anchored to the ground surface or straw mulch. Plastic sheeting should be placed and anchored as specified in Section D.4.2.3 of the King County Surface Water Design Manual (KCSWDM)—Appendix D. Mulch - application shall conform to guidelines outlined in Section D.4.2.1 of the KCSWDM,Appendix D. 6. The applicant shall establish permanent cover over exposed areas that will not be worked for a period _ of 30 days or more by seeding in conjunction with a mulch cover or appropriate hydroseeding. Site seeding should conform to the specifications presented in Section D.4.2.4 of the KCSWDM,Appendix D, • 7. The applicant shall provide stabilized construction entrances as specified in Section D.4.4.1 of the - - KCSWDM,Appendix D, prior to the initiation of site clearing.,. 8. The applicant shall pay the applicable`Transportation Mitigation Fee-at the rate of$75.00 per each new average weekday trip attributable to the project,"estimated to 06,9.55 average weekday trips per new residence. The Transportation Mitigation Fee is due prior to the recording of the plat. • ` 9. The applicant shall pay the appropriate Fire Mitigation Fee at a rate of$488.00 per each new single family residential lot created by the proposed plat.„The fee is due prior to the recording of the plat. " 10. The applicant shall pay the appropriate Parks Mitigation Fee at the rate of$530.76 per each new single family residential lot. The fee is due prior to the recording'of the plat. n,. DETERMINATION OF NON-SIGNIFICANCE (MITIGATED) ADVISORY NOTES APPLICATION NO(S): LUA-99-150,PP,ECF APPLICANT: Brad Olschelfski/Arcarius Homes • PROJECT NAME: Elizabeth'Place Preliminary Plat DESCRIPTION OF PROPOSAL: The applicant, LeRoy Surveyors & Engineers, has proposed subdivision of a 72,826 s.f. (1.67 A)property into 17 lots suitable for detached, single family houses. The ; property is located at 1221 Edmonds Avenue NE, in a Residential 10 (R-10)zone,which requires between 7 and 10 dwelling units per net acre(du/a), and allows up to 13 du/a if all are detached units. Existing structures on the site would be removed. The project would require Environmental Review, Preliminary Plat approval, administrative approval of a reduced public street right-of-way(from 50 to 42 feet wide), and a variance of the Tree Cutting and Land Clearing regulations to allow grading of slopes in excess of 40%. LOCATION OF PROPOSAL: The project is located in Northeast Renton, in the northwest quadrant of the intersection of Edmonds Avenue NE and.NE 12th Street - 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. .,' ,,. Plan Review—Sanitary Sewer • 1. There is an existing 8"sanitary sewer main adjacent to the site in Edmonds Avenue NE. The nearest sewer main on NE 12th St is close to the intersection of Dayton Ave NE. The 8"sewer main in NE 12th can be extended to the site as shown on the conceptual utility plan., 2. Separate side sewers will be required for each parcel (no dual sewers). Side sewer lines must have a 2 percent slope. 3. The project is located in Aquifer Protection Area Zone 2. 4. Any new sewer mains are to be separated from water lines by a minimum of 10 feet. 5. Sewer Development Charges of$585.00 per single family residence will be required for this plat. This fee must be paid prior to issuance of the construction permit for the preliminary plat. Plan Review—Water 1. There is an existing 8"water main adjacent to the site in Edmonds Avenue NE and NE 12th St. 2. The proposed plat is located in the Highlands 435 water pressure zone. 3. An 8"water main extension through the site will be required, as shown on the conceptual utility plan. 4. Fire hydrants will be required to current City standards within 300 feet of all proposed building sites for the new parcels. 5. Water System Development charges of$850.00 per new single family residence will be required for this plat. This fee must be paid prior to issuance of the construction permit for the preliminary plat. Elizabeth Place Preliminary Plat • LUA-99-150,PP,ECF .Advisory Notes (continued) Page2of4 • Plan Review-Stormwater Drainage, • 1. The drainage control plan for this project includes separate infiltration pits or trenches for the new individual houses, and separate water quality and detention ponds for the runoff from the street. This detention pond is also proposed as an infiltration system. The soil logs provided for the site indicate suitable conditions for infiltration,and we recommend approval of the use of separate infiltration systems for the individual houses,which will be dispersed throughout the site. This infiltration will help recharge the aquifer. 2. We recommend against using infiltration for the larger pond in the southwest corner of the site.'We are concerned that concentration of infiltration of runoff from the entire street system at this location could result in an increase in dampness or drainage problems in the adjacent downstream'property. • 3. There is a storm drainage system west of the site at Dayton Ave NE with capacity for the discharge from this detention pond. We recommend that the preliminary plat improvements include a catch basin at the westerly end of the new street.improvements along NE 12th.St. This catch basin is to be , tightlined to the storm drainage system at Dayton Ave NE:'The discharge from the detention pond can be directed to this new catchbasin,end thereby connected to the city storm drainage system. • - 4. Ajpermanent collection swale'must also be constructed along the lower rear portions of proposed - westerly lots to collect runoff from the new yards; preventing additional flow onto the adjacent lower • properties. . 5. . Surface Water System Development charges,of$385.pernewsingle family residence will be required for this plat.This fee must be paid prior to,issuance of the construction permit for the preliminary plat. 6. Before any construction or development activity occurs, a pre-construction meeting must be held with the City of Renton Development Services Division, Construction"Services (425-277-5570). 7. The City of Renton retains the right to restrict the timing of land clearing and tree cutting activities to , specific dates and/or seasons when such restrictions may be necessary for the public health, safety, and welfare, or for the protection of the environment., Plan Review-Street Improvements ,` -. 1. Edmonds Ave NE adjacent to the site is fully improved with curbs, gutters, sidewalks, and lighting. No additional improvements are required along Edmonds Ave NE. 2. NE 12th St adjacent to the site is improved with only pavement. Street improvements are required along this frontage, including concrete curbs, gutters, and sidewalks. Street lighting to City standards will also be required along this frontage. 3. NE 12th St adjacent to the site is steep, creating a potential sight distance problem for traffic coming down from Edmonds Ave NE. We recommend conditioning the project to chain off the new street onto NE 12th St restricting its use to emergency secondary access Only. The street should be fully improved to City standards, allowing for use by emergency vehicles if needed. 4. Staff also recommends that a condition be placed on the plat prohibiting driveway access to NE 12th St for Tract A, and Lots 1 and 6. 5. The new street interior to the plat is proposed to be modified to 42 feet in right-of-way width. The Street Improvement Ordinance permits this modification, and is acceptable as proposed. Additional ea sements outside of this right-of-way will be required for street lights and fire hydrants. • :s`. r•'4'i • Elizabeth Place Preliminary Plat LUA-99-150,PP,ECF Advisory Notes (continued) • Page 3 of 4 r. 6: With the exception of the street width,the new street interior to the plat must be developed to City standards, including new pavement, curbs, gutters, sidewalks, and street lighting. 7. In'order to maximize the amount of available on-street parking,we recommend that the project include joint-use driveways for adjacent lots throughout the plat. This should be clearly noted on the final recorded plat, including which parcels are to share access, and associated joint access easements. 8. The proposed right-of-way that is northwest of the turn in the new street system (adjacent to Lots 9, 12, and 13)should be revised. The area behind the sidewalk should be included in the adjacent • parcels,with an access easement to Lots 10, 11, and 12. . 9. All new electrical, phone, and cable services to the preliminary plat must be underground. Construction of these franchise utilities must be inspected and approved by a City of Renton public works inspector prior to recording of the plat. 10. The new street interior to the plat, and individual driveways, cannot exceed 15 percent slope, nor can driveways exceed 8 percent slope without Board of Public Works approval. " : 11. Payment of a Traffic Mitigation fee of$75 per new average weekday trip, estimated at 9.55 new trips per single family residence,will be required prior to 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 registered Civil Engineer: - 2. The construction permit application(s)must include an itemized cost estimate for these improvements. :: . 3. The fee for review and inspection of these improvements is 5 percent of the first$100,000 of the estimated construction costs;4 percent of anything over$100,000, but less than $200,000, and 3 percent of anything over$200,000. Half of this fee must be paid upon application for construction permits (preliminary plat improvements), and the remainder:when,the`construction permit is issued. There may be additional fees for water service related expenses. Parks Department Review 1. Payment of a Parks Mitigation fee of$530.76 for each single family residence will be required prior to recording of the plat. Building Department Review • 1. A demolition permit will be required. 2. The recommendations of the geotechnical engineer and the geotechnical report dated October 19, 1999, shall be implemented regarding removal of fill material from the property, replacement structural fill, compaction, and foundations/footings. - Fire Prevention Department Review 1. A fire hydrant with 1000 GPM fire flow is required within 300 feet of all new single family structures. If the building square footage exceeds 3600 square feet in area,the minimum fire flow increases to 1500 GPM and requires two hydrants within.300 feet of the structure. " 2. A Fire Mitigation fee of$488 is required for all new single family structures. Payment is required prior to recording of the plat. . "f' £i ,t: 'S r • rf • - ..l y n�a Elizabeth Place PreliminaryPlat I LUA-99-150,PP,ECF Advisory Notes (continued) Page!4 of 4 Property Services Department Review 1. Indexing information at the top of the Preliminary Plat drawings needs to be corrected to Section 5. 2. The City of Renton will assign a street name that conforms to city standards to the interior street shown as"Elizabeth Place"on the Preliminary Plat drawings. 3. Comments regarding information needed for Final Plat approval have been forwarded separately to the applicant. Development Services Department Review 1. The site is designated Residential Options in the Comprehensive Plan. 2. The property is,zoned Residential 10 (R-10). 3. Densities allowed in the R710 Zone are 7.0 dwelling units per net acre (du/a)minimum and 10 du/a maximum,with a density bonus of an additional 3 du/a if all units in the project are detached. '4. Minimum lot size in the R-10 Zone is 3000 sf( hen property being subdivided is larger than 0.5 acre), with minimum width of 30 for interior lots and 40 for corner lots.;.The minimum permitted lot depth is 55 feet Staff requests that property fines be adjusted so that all lots meet these minimums. 5. Heights of buildings in the R-10 Zone are limited to 2 stories, or 30 feet. Accessory structures are limited to 1story, or 15 feet_in height,-' a ' 6. ' Required setbacks in the R-10Zone are 20 feet for front yards facing NE 12th St and Edmonds Ave NE; 10 foot front yard fora primary structure fronting public streets developed after September 1, 1995; 20 feet for attached garages which„access from the'front;'.15 foot rear yard setbacks, unless the lot abuts a lot zoned RC, R-1,R-5, or R-8,'in such-cases, a 25 foot setback is required for all attached ' dwelling units (none are proposed); side yard setbacks along the street of a corner lot is 10 feet, and 20 feet for attached garages which access from the side yard street; and interior lot sideyard setbacks are 5 feet. All setbacks are minimums. 7. A 10 foot wide landscaped buffer'isrequired along Edmonds Ave NE. All setback areas shall be landscaped, except driveways and walkways. • • 8. The maximum building coverage allowed in the R-10 Zone is 70'percent of the lot, and the maximum - amount of impervious surface permitted is 75 percent of the total lot area. 9. •The geotechnical report states some slopes exceed 50 percent, a variance is required, and has been requested, to clear slopes in excess of 40 percent slopes. 10. The project proponent shall draft and record a maintenance agreement to establish a Homeowners' Association for the maintenance of all common improvements (access and utility easements, rights- of-way, and stormwater facilities, including Tract'A'). A draft of the document shall be submitted to the City of Renton for review and approval by the City Attorney prior to the recording of the preliminary plat. • • STAFF, City of Renton REPORT Department of Planning/Building/Public Works ENVIRONMENTAL REVIEW COMMITTEE A. BACKGROUND ERC MEETING DATE: December 21, 1999 Project Name: Elizabeth Place Preliminary Plat Applicant: Brad Olschelfski Arcarius Homes 6947 Coal Creek Pkwy,#257 Newcastle,WA 98059 File Number: LUA-99-150, PP, ECF Reviewing Planner: Elizabeth Higgins, AICP Project Description: Brad Olschelfski of Arcarius Homes, has proposed subdivision of a 72,826 s.f. (1.67 A) property into 17 lots suitable for detached, single family houses. Lots would range in size from 2999 s.f.to 4000 s.f. The property is located at 1221 Edmonds Avenue NE, in a Residential 10 (R-10) zone,which requires between 7.0 and 10.0 dwelling units per net acre (du/a), and allows up to 13 du/a if all are detached units. Approximately 14,131 s.f. (0.32 acre) of the site would be a public road and therefore is deducted from the gross square footage of the site for density calculations. The net site area is 58,695 s.f. (1.35 acre), therefore the density is 12.62 du/a. Access would be from a new public street from Edmonds Avenue NE. An emergency-only access would be available at NE 12th Street. NE 12th is an unimproved road with an approximate slope of 19 percent. Existing structures on the site would be removed. Approximately 1,500 to 2,000 cubic yards of previously imported fill will be removed. Total excavation on site would be approximately 4,600 cubic yards of cut and 5,500 cubic yards of fill.A variance from the Tree Cutting and Land Clearing regulations has been requested in order to allow clearing of slopes greater than 40 percent. Slopes in excess of 50 percent will be cleared to create roads and building areas. The project requires Environmental Review, Preliminary Plat approval, administrative approval of a reduced public street right-of-way (from 50 to 42 feet wide), a variance to clear slopes greater than 40 percent and, if necessary following construction design, Board of Public Works approval for driveways sloped greater than 8 percent. Project Location: The project is located in Northeast Renton, in the northwest quadrant of the intersection of Edmonds Avenue NE and NE 12th Street. Project Location Map erapt City of Renton P/B/PWDepartment Env aental Review Committee StaffReport ELIZABETH PLACE PRELIMINARY PLia.1 _ __ LUA-99-150,PP,ECF REPORT AND DECISION OF DECEMBER 21,1999 Page2 of 10 " I 'kuligt-IOW: i -'' III k r" ,-' 16TH ST: :el �;0®p41"1,4' '1`'iI,. c� Zia- 1'. ' , R- `�„+1'.3 p OV FM, FEW �.�—B;-arrAti EV RI ,- : no o I 246 =z23, Hi W IIII ,�I '' _I a '1' - TL' NE. m PI- sP i -- �g�a rrE Ian+w_ � �t--- I �` 0 /�o -- -., 230� isitead ,40,yi .6, II 9 6' g i14'm a- "gl VI Sal•' gt :+RI i I .. `''''''-'''-����� i r. - BIB C_ 3,' 44 au::litat 'm ''''''"" ,''IR --- " Frzi-,,,,, ` w � "°' i ` l P4., UN ETNEITS , ^po . • �a;: b oa•cdffSy EL H . `I — - 44,- ..0 -s Exist. Bldg. Area gsf.• Existing structures to be Proposed New Bldg. Area gsf N/A demolished. Site Area: 72,826 s.f. (1.67 acre) Total Building Area gsf: N/A RECOMMENDATION Staff Recommend that the Environmental Review Committee issue a Determination of Non-Significance—Mitigated. B. RECOMMENDATION Based on analysis of probable impacts from the proposal, staff recommend that the responsible officials make the following environmental determination: • DETERMINATION OF v DETERMINATION OF NON-SIGNIFICANCE NON-SIGNIFICANCE-MITIGATED. Issue DNS with 14 day Appeal Period. v Issue DNS-M with 14 day Appeal Period. Issue DNS-M with 15 day Comment Period followed by a 14 day Appeal Period. C. MITIGATION MEASURES 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 Section D.4.3.1 of the King County Surface Water Design Manual (KCSWDM), Appendix D. This will be required during the construction of both off-site and on-site improvements, as well as building construction. ercrpt City of Renton PB/PWDepartment Env rental Review Committee Staff Report , ELIZABETHPIACE PRELIMINARY PL 11 LUA-99-150,PP,ECF REPORT AND DECISION OFDECEMBER 21,1999 Page3 of 10 2. The applicant shall construct shallow drainage swales 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 Section 4.4.1 of 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. 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 for change or revision to maintenance schedules or installation shall be submitted by the project Engineer of record to the public works;inspector for the preliminary plat construction. Certification of the installation, maintenance and proper removal of the erosion control facilities shall be required prior to recording of the plat.The applicant shall designate staging areas for temporary stockpiles of excavated soil prior to the initiation of project construction. Excavated soils shall not be placed on or adjacent to site slopes. 5. The applicant shall provide cover for temporary cut slopes and soil stockpiles during periods of inactivity. Temporary cover may consist of durable plastic sheeting that is securely anchored to the ground surface or straw mulch: Plastic sheeting should be placed and anchored as specified in Section D.4.2.3 of the King County Surface Watertesign Manual (KCSWDM)-Appendix D. Mulch application shall conform to guidelines outlined in Section D.4.2.1 of the KCSWDM,Appendix D. 6. The applicant shall establish permanent cover over exposed areas that will not be worked for a period of 30 days or more by seeding in conjunction with a mulch cover or appropriate hydroseeding. Site seeding should conform to the specifications presented in Section D.4.2.4 of the KCSWDM,Appendix D. 7. The applicant shall provide stabilized construction entrances as specified in Section D.4.4.1 of the KCSWDM, Appendix D, prior to the initiation of site clearing. 8. The applicant shall pay the applicable Transportation Mitigation Fee at the rate of$75.00 per each new average weekday trip attributable to the project, estimated to be 9.55 average weekday trips per new residence. The Transportation Mitigation Fee is due prior to the recording of the plat. 9. The applicant shall pay the appropriate Fire Mitigation Fee at a rate of$488.00 per each new single family residential lot created by the proposed plat. The fee is due prior to the recording of the plat. 10. The applicant shall pay the appropriate Parks Mitigation Fee at the rate of$530.76 per each new single family residential lot. The fee is due prior to the recording of the 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. Plan Review—Sanitary Sewer 1. There is an existing 8"sanitary sewer main adjacent to the site in Edmonds Avenue NE. The nearest sewer main on NE 12th St is close to the intersection of Dayton Ave NE. The 8"sewer main in NE 12"'can be extended to the site as shown on the conceptual utility plan. 2. Separate side sewers will be required for each parcel (no dual sewers). Side sewer lines must have a 2 percent slope. ercrpt City ofRenton PB/PWDepartment Env ,ental Review Committee Staff Report • ELIZABETH PLACE PRELIMINARY PLfii LUA-99-150,PP,ECF REPORT AND DECISION OFDECEMBER 21,1999 Page4 of 10 3. The project is located in Aquifer Protection Area Zone 2. 4. Any new sewer mains are to be separated from water lines by a minimum of 10 feet. 5. Sewer Development Charges of$585.00 per single family residence will be required for this plat. This fee must be paid prior to issuance of the construction permit for the preliminary plat. Plan Review—Water 1. There is an existing 8"water main adjacent to the site in Edmonds Avenue NE and NE 12th St. 2. The proposed plat is located in the Highlands 435 water pressure zone. 3. An 8"water main extension through the site will be required, as shown on the conceptual utility plan. 4. Fire hydrants will be required to current City standards within 300 feet of all proposed building sites for the new parcels. 5. Water System Development charges of$850.00 per new single family residence will be required for this plat. This fee must be paid prior to issuance of the construction permit for the preliminary plat. Plan Review—Stormwater Drainage 1. The drainage control plan for this project includes separate infiltration pits or trenches for the new individual houses, and separate water quality and detention ponds for the runoff from the street. This detention pond is also proposed as an infiltration system. The soil logs provided for the site indicate suitable conditions for infiltration, and we recommend approval of the use of separate infiltration systems for the individual houses, which will be dispersed throughout the site. This infiltration will help recharge the aquifer. 2. We recommend against using infiltration for the larger pond in the southwest corner of the site. We are concerned that concentration of infiltration of runoff from the entire street system at this location could result in an increase in dampness or drainage problems in the adjacent downstream property. 3. There is a storm drainage system west of the site at Dayton Ave NE with capacity for the discharge from this detention pond. We recommend that the preliminary plat improvements include a catch basin at the westerly end of the new street improvements along NE 12th St. This catch basin is to be tightlined to the storm drainage system at Dayton Ave NE. The discharge from the detention pond can be directed to this new catch basin, and thereby connected to the city storm drainage system. 4. A permanent collection swale must also be constructed along the lower rear portions of proposed westerly lots to collect runoff from the new yards, preventing additional flow onto the adjacent lower properties. 5. Surface Water System Development charges of$385 per new single family residence will be required for this plat. This fee must be paid prior to issuance of the construction permit for the preliminary plat. 6. Before any construction or development activity occurs, a pre-construction meeting must be held with the City of Renton[Development Services Division, Construction Services (425-277-5570). 7. The City of Renton retains the right to restrict the timing of land clearing and tree cutting activities to specific dates and/or seasons when such restrictions may be necessary for the public health, safety, and welfare, or for the protection of the environment. Plan Review—Street Improvements 1. Edmonds Ave NE adjacent to the site is fully improved with curbs, gutters, sidewalks, and lighting. No additional improvements are required along Edmonds Ave NE. 2. NE 12th St adjacent to the site is improved with only pavement. Street improvements are required along this frontage, including concrete curbs, gutters, and sidewalks. Street lighting to City standards will also be required along this frontage. 3. NE 12th St adjacent to the site is steep, creating a potential sight distance problem for traffic coming down from Edmonds Ave NE. We recommend conditioning the project to chain off the new street onto NE 12m St restricting ercrpt City of RentonPB/PWDepartment Env tentalReview Committee Staff Report , ELIZABETH PLACE PRELIMINARY PLai ` LUA-99-150,PP,ECF REPORT AND DECISION OFDECEMBER 21,1999 Page5 of 10 its use to emergency secondary access only. The street should be fully improved to City standards, allowing for use by emergency vehicles if needed. 4. Staff also recommends that a condition be placed on the plat prohibiting driveway access to NE 12th St for Tract A, and Lots 1 and 6. 5. The new street interior to the plat is proposed to be modified to 42 feet in right-of-way width. The Street Improvement Ordinance permits this modification, and is acceptable as proposed. Additional easements outside of this,right-of-way will be required for street lights and fire hydrants. 6. With the exception of the street width,the new street interior to the plat must be developed to City standards, including new pavement, curbs, gutters, sidewalks, and street lighting. 7. In order to maximize the amount of available on-street parking,we recommend that the project include joint-use driveways for adjacent lots throughout the plat. This should be dearly noted on the final recorded plat, including which,parcels are to share access, and associated joint access easements. 8. The proposed right-of-way that is northwest of the turn in the new street system (adjacent to Lots 9, 12, and 13) should be revised. The area behind the sidewalk should be included in the adjacent parcels, with an access easement to Lots 10, 11, and 12. 9. All new electrical, phone, and cable services to the preliminary plat must be underground. Construction of these franchise utilities must be inspected and approved by a City of Renton public works inspector prior to recording of the plat. 10. The new street interior to the plat, and individual driveways, cannot exceed 15 percent slope, nor can driveways exceed 8 percent slope without Board of Public Works approval. 11. Payment of a Traffic Mitigation fee of$75 per new average weekday trip, estimated at 9.55 new trips per single family residence, will be required prior to 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 registered Civil Engineer. 2. The construction permit application(s) must include an itemized cost estimate for these improvements. 3. The fee for review and inspection of these improvements is 5 percent of the first$100,000 of the estimated construction costs; 4 percent of anything over$100,000, but less than $200,000, and 3 percent of anything over $200,000. Half of this fee must be paid upon application for construction permits (preliminary plat improvements), and the remainder when the construction permit is issued. There may be additional fees for water service related expenses. Parks Department Review 1. Payment of a Parks Mitigation fee of$530.76 for each single family residence will be required prior to recording of the plat. Building Department Review 1. A demolition permit will be required. 2. The recommendations of the geotechnical engineer and the geotechnical report dated October 19, 1999, shall be implemented regarding removal of fill material from the property, replacement structural fill, compaction, and foundations/footings. Fire Prevention Department Review 1. A fire hydrant with 1000 GPM fire flow is required within 300 feet of all new single family structures. If the building square footage exceeds 3600 square feet in area,the minimum fire flow increases to 1500 GPM and requires two hydrants within 300 feet of the structure. 2. A Fire Mitigation fee of$488 is required for all new single family structures. Payment is required prior to recording of the plat. ercrpt City of Renton PB/PWDepartment Env rental Review Committee Staff Report , ELIZABETH PLACE PRELIMINARY PLRi LUA-99-150,PP,ECF REPORT AND DECISION OFDECEMBER 21,1999 Page6 of 10 Property Services Department Review 1. Indexing information at the top of the Preliminary Plat drawings needs to be corrected to Section 5. 2. The City of Renton will assign a street name that conforms to city standards to the interior street shown as "Elizabeth Place"on the Preliminary Plat drawings. 3. Comments regarding information needed for Final Plat approval have been forwarded separately to the applicant. Development Services Department Review 1. The site is designated Residential Options in the Comprehensive Plan. 2. The property is zoned Residential 10 (R-10). 3. Densities allowed in the R-10 Zone are 7.0 dwelling units per net acre (du/a) minimum and 10 du/a maximum, with a density bonus of an additional 3 du/a if all units in the project are detached. 4. Minimum lot size in the R-10 Zone is 3000 sf(when property being subdivided is larger than 0.5 acre),with minimum width of 30 for interior lots and 40 for corner lots. The minimum permitted lot depth is 55 feet. Staff requests that property lines be adjusted so that all lots meet these minimums. 5. Heights of buildings in the R-10 Zone are limited to 2 stories, or 30 feet. Accessory structures are limited to 1 story,for 15 feet in height. 6. Required setbacks in the R-10 Zone are 20 feet for front yards facing NE 12th St and Edmonds Ave NE; 10 foot front yard for a primary structure fronting public streets developed after September 1, 1995; 20 feet for attached garages which access from the front; 15 foot rear yard setbacks, unless the lot abuts a lot zoned RC, R-1, R-5, or R-8, in such cases, a 25 foot setback is required for all attached dwelling units (none are proposed); side yard setbacks along the street of a corner lot is 10 feet, and 20 feet for attached garages which access from the side yard street; and interior lot sideyard setbacks are 5 feet. All setbacks are minimums. 7. A 10 foot wide landscaped buffer is required along Edmonds Ave NE. All setback areas shall be landscaped, except driveways and walkways. 8. The maximum building coverage allowed in the R-10 Zone is 70 percent of the lot, and the maximum amount of impervious surface permitted is 75 percent of the total lot area. 9. The geotechnical report states some slopes exceed 50 percent, a variance is required, and has been requested, to clear slopes in excess of 40 percent slopes. 10. The project proponent shall draft and record a maintenance agreement to establish a Homeowners'Association for the maintenance of all common improvements (access and utility easements, rights-of-way, and stormwater facilities, including Tract 'A'). A draft of the document shall be submitted to the City of Renton for review and approval by the City Attorney prior to the recording of the preliminary 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/Geology Impacts: The applicant has provided a report by AGRA Earth &Environmental, Inc., "Limited Geotechnical Report Elisabeth Place Short Plat" [sic], dated October 19, 1999 and the"Elizabeth Place Drainage Report", by LeRoy Surveyors &Engineers, Inc., dated October 23, 1999,for the proposed 17 lot Preliminary Plat. Portions of the property have slopes in excess of 50 percent (see variance requirement below). In addition,fill has been imported to the site over the years by the property owner. The geotechnical engineer has stated that approximately 1,500 to 2,000 cubic ercrpt City ofRenton PB/PW Department Env rental Review Committee Staff Report , ELIZABETH PLACE PRELIMINARY PLAT' LUA-99-150,PP,ECF REPORT AND DECISION OF DECEMBER 21,1999 Page7 of 10 yards of fill should be removed and replaced on site. The grading plan indicates that slopes would be graded to 34 percent or less. Total excavation on site would be approximately 4,600 cubic yards of cut and 5,500 cubic yards of fill. City of Renton Municipal Code Chapter 4-9 establishes restrictions for Land Clearing and Tree Cutting in steeply sloped areas. Clearing on slopes in excess of 40 percent is not permitted without the approval of a variance from the code. Due to the steep nature of the site and staff concerns for possible erosion and sedimentation problems from construction activities on the site, staff recommends mitigation measures for both preliminary plat development and future building permits for the individual lots. Mitigation):Measures: The following mitigation measures apply for both preliminary plat development and future building permits 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 Section D.4.3.1 of the King County Surface Water Design Manual (KCSWDM), Appendix D. This will be required during the construction of both off-site and on-site improvements, as well as building construction. 2. The applicant shall construct shallow drainage swales 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 should conform to the specifications presented in Section 4.4.1 of 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. 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 for change or revision to maintenance schedules or installation shall be submitted by the project Engineer of record to the public works inspector for the preliminary plat construction. Certification of the installation, maintenance and proper removal of the erosion control facilities shall be required prior to recording of the plat. The applicant shall designate staging areas for temporary stockpiles of excavated soil prior to the initiation of project construction. Excavated soils shall not be placed on or adjacent to site slopes. 5. The applicant shall provide cover for temporary cut slopes and soil stockpiles during periods of inactivity. Temporary cover may consist of durable plastic sheeting that is securely anchored to the ground surface or straw mulch. Plastic sheeting should be placed an anchored as specified in Section D.4.2.3 of the King County Surface Water Design Manual (KCSWDM)—Appendix D. Mulch application shall conform to guidelines outlined in Section D.4.2.1 of the KCSWDM,Appendix D. 6. The applicant shall establish permanent cover over exposed areas that will not be worked for a period of 30 days or more by seeding in conjunction with a mulch cover or appropriate hydroseeding. Site seeding should conform to the specifications presented in Section D.4.2.4 of the KCSWDM,Appendix D. 7. The applicant shall provide stabilized construction entrances as specified in Section D.4.4.1 of the KCSWDM, Appendix D, prior to the initiation of site clearing. Nexus: Mining, Excavation, and Grading Ordinance; Environmental (SEPA) Ordinance (Code Section 4-6) 2. Air, Impacts: It is anticipated that some adverse air quality impacts would be associated with the site work, building construction phase of the project, and to a certain extent,with subsequent occupation of homes. Project development impacts include dust resulting from grading, exhaust from construction vehicles, and odors from roofing installation, ercrpt City of RentonPB/PWDepartment Env. ienta[Review Committee Staff Report ELIZABETH PLACE PRELIMINARY PLAT LUA-99-150,PP,ECF REPORT AND DECISION OFDECEMBER 21,1999 Page8 of 10 and roadway paving. Dust would be controlled through the use of temporary erosion control measures and the sprinklinglof the site as needed. Odor impacts are unavoidable and would be short-term in nature. Post development impacts include vehicle exhaust and the exhaust from heating. Vehicle and construction equipment exhaust, and exhaust from heating sources are controlled by state and federal regulations. No further site specific mitigation for the identified impacts from exhaust are required. Mitigation Measures: None required. Nexus: Not applicable 3. Water Impacts: There are no known wetlands or surface water bodies on the site. The AGRA Earth & Environmental, Inc., "Limited Geotechnical Report Elisabeth Place Short Plat"[sic],dated October 19, 1999, indicates that moderate groundwater seepage was encountered at a depth of 9 feet in the northwest portion of the site. This depth was measured;during a relatively dry time of the year, so somewhat higher levels will probably be found during winter and spring. No mitigation is required. Mitigation(Measures: None required. Nexus: Not applicable 4. Transportation Impacts: The proposed plat would result in increased traffic trips on the local road system as a result of project construction and occupancy. Renton Municipal Code Section 4-18-3 requires applicants to provide haul route plans for approval by the Development Services Division prior to the issuance of a construction permit. Haul hours are also restricted by the Code, and may occur only between the hours of 8:30 am and 3:30 pm, Monday through Friday, unless approved in writing in advance by the Development Services Division. These requirements are intended to diminish impacts on the transportation system resulting from construction of a project. In addition, traffic control measures Are required to be provided during construction. It is estimated that the proposed project would generate approximately 9.55 new average daily trips (weekday) for each new single family residential home. Seventeen parcels are proposed,therefore, an estimated 162.35 trips per day will be added to the transportation system. The City of Renton has adopted a Transportation Mitigation Fee to address the impacts to the City's transportation system caused by development, including this proposed project. The applicant would need to pay the appropriate Transportation Mitigation Fee of$75.00 per each new average daily trip attributable to the project. The fee is estimated to be $12,176.25, and is payable prior to the recording of the plat. Access to the proposed plat would be from Edmonds Ave NE, with emergency only access at NE 12th St. A new public street would be extended by the applicant through the plat between Edmonds and 12th. Right-of-way width is proposed at 42 feet,with 32 feet of paving and 6-foot wide sidewalks on both sides of the street. City Code requires street improvements (curb, gutter, sidewalks, drainage, and street lighting)within the plat and on all abutting streets. Edmonds Avenue NE already has street improvements. Improvements to NE 12th St must be connected to, and match, improvements in Edmonds. Slopes on NE 12th St are approximately 19 percent,therefore staff has concerns that safe vertical sight requirements for stopping distances may not be met by the proposed plan. The applicant has agreed to provide a gate at NE 12th St to prevent all but emergency traffic from exiting or entering at NE 12th St. Due to the gating off of NE 12th St,the requirement for a traffic report was waived for this project. Mitigation Measures: The applicant shall pay the applicable Transportation Mitigation Fee at the rate of$75.00 for each new average weekday trip attributable to the project. The estimated number of trips per day, per single family residence, is 9.55. The Transportation Mitigation Fee is due prior to the recording of the plat. ercrpt City of Renton PB/PWDepartment Envii. ental Review Committee Staff Report ELIZABETH PLACE PRELIMINARY PL, LUA-99-150,PP,ECF REPORT AND DECISION OF DECEMBER 21,1999 Page9 of 10 Nexus: Transportation Mitigation Fee Resolution and Adopting Ordinance; Environmental (SEPA) Ordinance (Code Section 4-6). 5. Fire Protection Impacts: The proposal would result in the construction of 17 new single family residences. Future residents would potentially have the need for emergency services which would impact the City's Fire Department. Fire Prevention Bureau staff report that they can serve this development provided that the City Code required improvements are installed, appropriate fire access is provided, and Fire Mitigation Fees are paid. In order to offset the impacts associated with new development, all new residential construction is subject to a Fire Mitigation Fee. The fee is calculated on a per lot basis. The current fee is$488.00 per single family lot. Mitigation(Measures: The applicant shall pay the Fire Mitigation Fee equal to $488.00 per new single family residence. The Fire Mitigation Fee shall be paid prior to the recording of the plat. Nexus: Fire Mitigation Fee Resolution and Adopting Ordinance; Environmental (SEPA) Ordinance (Code Section 4-6). 6. Parks and Recreation Impacts: It is anticipated that the proposed development would generate future residents that would utilize existing City park and recreation facilities and programs. The City has adopted a Parks Mitigation Fee of$530.76 per each new home to address these potential impacts. Mitigation Measures: The applicant shall pay the Parks Mitigation Fee equal to $530.76 per new single family residence.; The Parks Mitigation Fee shall be paid prior to the recording of the plat. Nexus: Parks Mitigation Fee Resolution and Adopting Ordinance; Environmental (SEPA) Ordinance (Code Section 4- 6). 7. Stormwater Impacts: The applicant has submitted the"Elizabeth Place Drainage Report", by LeRoy Surveyors&Engineers, Inc., dated October 23, 1999, and sheet S3 Proposed Utilities and Drainage.The drainage control plan for this project includes separate infiltration pits or trenches for the new individual houses, and separate water quality and detention ponds for the runoff from the street. The preliminary plat improvements would include a catch basin at the westerly end of the new street improvements along NE 12th St. This catch basin is to be tightlined to the storm drainage system at Dayton Ave NE. The discharge from the detention pond on Tract'A'can be directed to this new catch basin, and thereby connected to the city storm drainage system.A permanent collection swale will be constructed along the lower rear portions of proposed westerly lots to collect runoff from the new yards, preventing additional flow onto the adjacent lower properties. Mitigation Measures: None recommended. Nexus: Not applicable 8. Land Use Impacts: The applicant has proposed subdividing a 72,826 square foot(1.67 acre) property into 17 lots. The site is located in the Residential 10 (R-10)Zone, which allows up to 10.00 dwelling units per net acre (du/a), or up to 13 du/a if all units are detached. The applicant has proposed developing the land exclusively for the construction of single family, detached homes. The density of the proposed project is 12.62 du/a. The R-10 Zone has been established by the City of Renton for medium density residential development. It is designed to encourage residential areas with better use of common and private open space, greater privacy and more energy and resource efficient homes. The intent of this zone is to create new residential neighborhoods on larger parcels of land in a"traditional neighborhood" ercrpt City ofRenton PB/PW Department Envi ental Review Committee Staff Report ELIZABETH PLACE PRELIMINARY PL'ir LUA-99-150,PP,ECF REPORT AND DECISION OF DECEMBER 21,1999 Pagel°of 10 development style and to create high quality infill development that increases density while maintaining the single family character of the existing neighborhood. Mitigation Measures: None recommended. Nexus: Not applicable 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 January 10, 2000. 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 4-8-11 B. Additional information regarding the appeal process may be obtained from the Renton City Clerk's Office, (425)-430-6510. ercrpt Sth • City of ReL,1bn Department of Planning/Building/Public__ ENVIRONMENT L & DEVELOPMENT APPLICATION REVIEW SHEET REVIEWING DEPARTMENT:1RD (C COMMENTS DUE: 11/12/99 1,1 APPLICATION NO: LUA-99-t 0,PP,ECF DATE CIRCULATED: OCTOBER 29, 1999 APPLICANT: James&William Belmondo PROJECT MANAGER: Eliiabeth Higgins• PROJECT TITLE: Elizabeth PIaPreliminary Plat WORK ORDER NO:..78596 LOCATION: 1221 Edmonds Avenue~NE 7 SITE AREA: 72,826 s.f. (1.67 A) I_BUIL-DING AREA(gross): SUMMARY OF PROPOSAL: The applicant, LeRoy Surveyors & Engineers, has proposed subdivision of a 72,826 s.f. (1.67 A) property into 17 lots suitable for detached, single family houses. The property is located at 1221 Edmonds Avenue NE, in a Residential 10(R-10)zone, which requires between 7 and 10 dwelling units per net acre(du-a), and allow up to 13 du/a if all are detached units. Existing structures on the site would be removed. The project would require Environmental Review, Preliminary Plat approval, and administrative approval of a reduced public street right-of-way(from 50 to 42 feet wide). 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 ce- Energy/ Historic/Cultural Natural Resources Preservation Airport Environment 10,000 Feet 14,000 Feet NmcluletplapAtypsikktt, roxymat L(y pao poL oz) ,,ocova Ca) C) �� 5,I q h o I .5 (pro eel-eel) 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 — a I - City of r et on Department of Planning/Building/Pubks ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET REVIEWING DEPARTMENTY� y��- 61A COMMENTS DUE: 11/12/99 APPLICATION NO: LUA-99-150,PP,ECF DATE CIRCULATED: OCTOBER 29, TAVELOPMENT SERVICES APPLICANT: James &William Belmondo PROJECT MANAGER: Elizabeth Higgins CITY OF RENTON PROJECT TITLE: Elizabeth Place Preliminary Plat WORK ORDER NO: 78596 OCT 2 9 1999 LOCATION: 1221 Edmonds Avenue NE RECEIVED SITE AREA: 72,826 s.f. (1.67 A) I BUILDING AREA(gross): SUMMARY OF PROPOSAL: The applicant, LeRoy Surveyors&Engineers, has proposed subdivision of a 72,826 s.f. (1.67 A) property into 17,lots suitable for detached, single family houses. The property is located at 1221 Edmonds Avenue NE, in a Residential 10(R-10)zone,which requires between 7 and 10 dwelling units per net acre(du-a), and allow up to 13 du/a if all are detached units., Existing structures on the site would be removed. The project would require Environmental Review, Preliminary Plat approval, and administrative approval of a reduced public street right-of-way(from 50 to 42 feet wide). • 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 I 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 neede to properly assess this proposal. - - '/ / /4 ��� GUI` 1 l/ q Signature of Director_or Authorized Representative _ Date - - routing _ Rev.10/93 • < Y O � h •^n �= � . , <._ : iv TO r-'-'- `"'�y ,.'�'»-''.'' v! rce»a-wwu.�a..;�� Tfeal 11 EE . 7.<1W.�fmnw.w;-.:w ..i.arxs•.r.•.vill•.:var+sa.w0....x4...» TSJ•V.�..�w•w•.V•3rF Project Name E f Itcf P/crce P/cr? Project Address 12-2- ) E dim 0v 5 J4r✓z Iv& Contarct Person P)►act Gt O [5 ci4€(f 5 k I Address Phone Number 4 Z5 - 7 LI 6 — 60 7 I • Permit Number L-U./} - q q - 15 O Project Description 17 I rrC 5 /v1)t' Fa + ) p 1al ( R-i( zU Lte Land Use Type: Method�,off Calculation: • Residential ITE Trip Generation Manual ❑ Retail ❑ Traffic Study ❑ Non-retail 0 Other • Calculation: • , �witvevale iv,PS 7)(q1. ) = 16, 2 . 35 t yip5 At $ 75 /4.el t v y Itp.z. 35 )( $75) = 12 ) 17 6 aS Transportation Mitigation Fee: 1 / —► 17 6- 1 Calculated by: 6(.( Date: /Vc"/ 1 /c! C/ Account Number: 105. 5RR. 3)80. 70• OD. Date of Payment . City of on Department of Planning/Building/Putihks ENVIRONMENTAL 8 DEVELOPMENT APPLICATION REVIEW SHEET • REVIEWING DEPARTMENT:S' rcl _ COMMENTS DUE: 11/12/99 APPLICATION NO: LUA-99-150,PP,ECF DATE CIRCULATED: OCTOBER 29, ,,,,, _P___,_,,,_ ,,tcEs APPLICANT: James&William Belmondo PROJECT MANAGER: Elizabeth Higgins- CITY OF RENTON PROJECT TITLE: Elizabeth Place Preliminary Plat WORK ORDER NO: 78596 OCT 2 9 1f99 LOCATION: 1221 Edmonds Avenue NE SITE AREA: 72,826 s.f. (1.67 A) BUILDING AREA(gross): RECEIVED SUMMARY OF PROPOSAL: The applicant, LeRoy Surveyors&Engineers, has proposed subdivision of a 72,826 s.f. (1.67 A) property into 17,lots suitable for detached, single family houses. The property is located at 1221 Edmonds Avenue NE, in a Residential 10(R-10)zone,which requires between 7 and 10 dwelling units per net acre(du-a), and allow up to 13 du/a if all are detached units.l Existing structures on the site would be removed. The project would require Environmental Review, Preliminary Plat approval, and administrative approval of a reduced public street right-of-way(from 50 to 42 feet wide). • A. ENVIRONMENTAL IMPACT(e.g.Non-Code) COMMENTS Element of the ' Probable Probable More Element of the Probable Probable More Environment L 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 5-ee Se otv Vet// 'Wiefrbi ' 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 o on Department of Planning/Building/Pub orks ENVIRONMENTAL 8 DEVELOPMENT APPLICATION REVIEW SHEET REVIEWING DEPARTMENT: pu `Q,€ J eI 3—liSart.KOMMENTS DUE: 11/12/99 APPLICATION NO: LUA-99-150,PP,ECF DATE CIRCULATED: OCTOBER 29, 1999 APPLICANT: James&William Belmondo PROJECT MANAGER: Elizabeth Higgins PROJECT TITLE: Elizabeth Place Preliminary Plat WORK ORDER NO: 78596 . LOCATION: 1221 Edmonds Avenue NE SITE AREA: 72,826 s.f. (1.67 A) BUILDING AREA(gross): SUMMARY OF PROPOSAL: The applicant, LeRoy Surveyors &Engineers, has proposed subdivision of a 72,826 s.f. (1.67 A) property into 17 lots suitable for detached, single family houses. The property is located at 1221 Edmonds Avenue NE, in a Residential 10(R-10)zone,which requires between 7 and 10 dwelling units per net acre(du-a), and allow up to 13 du/a if all are detached units.,Existing structures on the site would be removed. The project would require Environmental Review, Preliminary Plat approval, and administrative approval of a reduced public street right-of-way(from 50 to 42 feet wide). 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 S-e-e. s'eeceicec�.e vu ert/t4v . 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 neede to properly assess this proposal. - -A)a �, r VZ/�ci . - Signature of Director or Authorized Representative - Date routing _ _ Rev.10/93 . CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS DEPARTMENT MEMORANDUM DATE: NOVEMBER 2, 1999 TO: ELIZABETH HIGGINS FROM: NEIL WATTS SUBJECT: ELIZABETH PLACE PRELIMINARY PLAT PRELIMINARY PLAT REVIEW I have reviewed the project submittal for the above listed project, and have the following comments at this time: SEWER • There is an existing 8" sewer main in Edmonds Ave NE adjacent to the proposed plat. There is also an existing 8" sewer main in NE 121 St west of the site. The new parcel can be served by extending an 8"sewer main in NE 12th St to the site as shown on the conceptual utility plan. • Separate side sewers will be required for each parcel (no dual side sewers). The minimum slope for the side sewers shall be 2%. • Sewer System Development Charges of$585 per new single family parcel will be required for this plat. This fee must be paid prior to issuance of the construction permit for the preliminary plat. WATER • The existing water main system in Edmonds Ave NE and NE 12th St adjacent to the site consists of 8" water mains. The proposed plat is located in the Highlands 435 water pressure zone, and is within Aquifer Protection Zone 2. • An 8" water main extension through the site will be required, as shown on the conceptual utility plan. • Fire hydrants will be required to current City standards within 300 feet of all proposed building sites for the new parcels. NO\EMBER 3, 1999 PAGE 2 • Water System Development Charges of$850 per new single family parcel will be required for this plat. This fee must be paid prior to issuance of the construction permit for the preliminary plat. DRAINAGE • A conceptual drainage plan and drainage report has been submitted with the preliminary plat application for this project. The conceptual drainage plan includes detention and water quality treatment for plat, and is approved as submitted. • Surface Water System Development Charges of $385 per new single family parcel will be required for this plat. This fee must be paid prior to issuance of the construction permit for the preliminary plat. EROSION CONTROL MEASURES • Due to the steep nature of this site; and our concerns for possible erosion and sedimentation problems from further construction activities on the site, we recommend the following conditions for this short plat (for both preliminary plat development and future building permits 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 Section D.4.3.1 of the King County Surface Water Design Manual, Appendix D. This will be required during the construction of both off-site and on-site improvements as 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 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 or drainage swales shall conform to the specifications presented in Section 4.4.1 of 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 or record to the public works inspector for the preliminary short plat construction. Certification of the installation, maintenance and proper removal of the erosion control facilities shall be required prior to recording of the short plat. NOVEMBER 3, 1999 PAGE 3 STREET IMPROVEMENTS • Edmonds Ave NE adjacent to the site is fully improved with curbs, gutters, sidewalks and lighting. No additional improvements are required along Edmonds Ave NE. • NE 12th St adjacent to the site is improved with only pavement. Street improvements are required along this frontage, including concrete curbs, gutters and sidewalks. Street lighting to City standards will also be required along this frontage. • The new street interior to the plat is proposed to be modified to 42 feet in right-of-way width. The Street Improvement Ordinance permits this modification, and is acceptable as proposed. Additional easements outside of this right-of-way will be required for street lights and fire hydrants. • The new street interior to the plat must be developed to City standards, including new pavement, curbs, gutters, sidewalks and street lighting. • All new electrical, phone and cable services to the short plat must be undergrounded. Construction of these franchise utilities must be inspected and approved by a City of Renton public works inspector prior to recording of the plat. • Traffic mitigation fees of$75 per net new average daily trip ($716.25 per lot) will be required Prior to recording of the plat (total of$12,176.25). Fire mitigation and Parks mitigation fees must also be paid prior to recording of the plat. GENERAL • All required utility, drainage and street improvements will require separate plan submittals prepared according to City of Renton drafting standards by a registered Civil Engineer. The construction permit application must include a itemized cost estimate for these improvements. The fee for review and inspection of these improvements is 5% of the first $100,000 of the estimated construction costs; 4% of anything over $100,00 but less than $200,000, and 3% of anything over $200,000. Half of this fee must be paid upon application for construction permits (preliminary plat improvements), and the remainder when the construction permit is issued. There may be additional fees for water service related expenses. • • • City of fT, Department of Planning/Building/Publl s ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET REVIEWING DEPARTMENT: EcOY1O AA tGckuctopillm,>1 MMMENTS DUE: 11/12/99 APPLICATION NO: LUA-99-150,PP,ECF DATE CIRCULATED: OCTOBER 29, 1 99"` APPLICANT: James&William Belmondo PROJECT MANAGER: Elizabeth Hig 9ns 0 IN gsj PROJECT TITLE: Elizabeth Place Preliminary Plat WORK ORDER NO: 78596 F„� ? y /999 LOCATION: 1221 Edmonds Avenue NE AND;7El/iEs&:„-,-L;pmz"� SITE AREA: 72,826 s.f. (1.67 A) I BUILDING AREA(gross): SUMMARY OF PROPOSAL: The applicant, LeRoy Surveyors&Engineers, has proposed subdivision of a 72,826 s.f. (1.67 A) property into 17 lots suitable for detached, single family houses. The property is located at 1221 Edmonds Avenue NE, in a Residential 10(R-10)zone,which requires between 7 and 10 dwelling units per net acre(du-a), and allow up to 13 du/a if all are detached units. Existing structures on the site would be removed. The project would require Environmental Review, Preliminary Plat approval, and administrative approval of a reduced public street right-of-way(from 50 to 42 feet wide). 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 LightGlare 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 s1-t S 1531&riA/LF`) �-t �lOL 7rr3Z (DeTIU-iv', 11' 71-1c- cc3Y-Lnacft-tus- . Jcs PLilru - p RNA c-r I S S U 65 . f ST dL Z C Z.i L P L 37v7ti)vv"� • 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 a onal infomma • needed to properly assess this proposal - - - •Signature irector or A thorized Representative Date routing Rev.10/93 PROPERTY SERVICES FEE REVIEW FOR SUBDIVISIONS No. 99 - 05o . . APPLICANT:- 3�1 Me >1JY9 i (,41aC,41=f1 Ll c c31--1#7.1-7) RECEIVED FROM (date) JOB ADDRESS: 1221 thM,f1,11'�ci--,_AVI= Ll- WO# 785CTE, NATURE OF WORK: 17 L Lot.i- 'FLAT (1LI Z.A3>=p-1 -pLAC� ) LND# IO -O a4-F3 ❑ PRELIMINARY REVIEW OFSUBDIVISION B L)NG PLAT, NEED MO INFORMATION: ❑ LEGAL DESCRIPTION SHORT PLAT,BINDING SITE PLAN,ETC. ❑ PID#'s 0 VICINITY MAP , O FINAL REVIEW OF SUBDIVISION,THIS REVIEW REPLACES ❑ SQUARE FOOTAGE ❑ OTHER PRELIMINARY FEE REVIEW DATED ❑ FRONT FOOTAGE • ❑ SUBJECT PROPERTY PARENT PID#_5 ..4.?q0-(-19,?-„2, X NEW KING CO.TAX ACCT.#(s)are required when -O - 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 -0- Latecomer Agreement(pvt)WASTEWATER -C7- Latecomer Agreement(pvt)OTHER -O- -O- Special Assessment District/WATER -0- -O- Special Assessment District/WASTEWATER -0- Joint Use Agreement(METRO) - -0- Local Improvement District * -O- Traffic Benefit Zones $75.00 PER TRIP,CALCULATED BY TRANSPORTATION -p- FUTURE OBLIGATIONS -O- SYSTEM DEVELOPMENT CHARGE-WATER 0 Estimated #OF UNITS/ SDC FEE ❑Pd Prey. 0 Partially Pd(Ltd Exemption) ❑ Never Pd SQ.FTG. Single family residential$850/unit x la $15,600.0 0 Mobile home dwelling unit$680/unit in park • Apartment,Condo$510/unit not in CD or COR zones x • CommerciaUIndustrial, $0.113/sq.ft.of property(not less than$850.00)x Boeing,by Special Agreement/Footprint of Bldg plus 15 ft perimeter(2,800 GPM threshold) SYSTEM DEVELOPMENT CHARGE-WASTEWATER 0 Estimated ❑Pd Prey. 0 Partially Pd(Ltd Exemption) ❑ Never Pd 'Single family residential$585/unit x 1 t . i Q j3E,0.00 Mobile home dwelling unit$468/unit x Apartment, Condo$350/unit not in CD or COR zones x Commercial/Industrial$0.078/sq.ft.of prop_e_rty x(not less than$585.00)- 1/1,0 V SYSTEM DEVELOPMENT CHARGE-SURFACEWATER ❑ Estimatedj ;TD_Pd-Pr_ey •O:Partially-Pd=(1;td=Exempt•ion)=❑=Never=Pd=----v____.___ -______ - �P lb ISingle family residential and mobile home dwelling unit$385/unit x m, —_ _ — a _ _17 3 a)545.O O - All other properties$0.129sq ft of new impervious area of propel-fix ' iNe ,- (not less than$385.00) PRELIMINARY TOTAL $ Zr?,505.oa _ el (s/�(�?�/rtJE,oDfh� 11/I gig q Sign re of] ewtng Authority DATE iti W ro `JJ H `° O *If subject property is within an LID,it is developers responsibility to check with the Finance Dept.for paid/un-paid status. O Square footage figures are taken from the King County Assessor's map and are subject to change. 0 5 0 Current City SDC fee charges apply to m4 w" ` - .m c:/template/feeappl/tgb EI+•F'ECTIVE July 16,1995/Ord.Nos.'4506,4507,4508,4525,.and 4526,;''; y.• ;'';: - .. =:o • CITY OF RENTON PLANNINGBUILDING/PUBLIC WORKS MEMORANDUM DATE: November 19, 1999 TO: Elizabeth Higgins ��FROM: Sonja J. Fesser`� SUBJECT: Elizabeth Place,LUA-99-150,PP Format and Legal Description Review Bob Mac Onie and I have reviewed the above referenced preliminary plat submittal and have the following comments: Comments for the Applicant: The indexing information at the top of the drawing sheet is incorrect as shown. The section is5,not 4. The street name shown"Elizabeth Place"does not conform to city standards and will have to be renamed as necessary. Information needed for final plat approval includes the following: Note the City of Renton land use action number(LUA-XX-XXXX-FP) and the city's land record number(LND-10-0348) on the drawing. 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. Tie to the City of Renton Survey Control Network. The geometry will be checked when the ties are provided. Provide plat and lot closure calculations. Complete City of Renton Monument Cards, with reference points for all new right-of-way monuments set as part of the plat. Include a statement of equipment and procedures used, per WAC 332-130-100. \\TS_SERVER\SYS2\COMMON\\\CENTRAL\SYS2\DEPTS\PBPW\FILE.SYS\LND\10\0348\RV991 115.DOC November 16, 1999 Page,2 • Include the basis of bearing, per WAC 332-130-050 1.b.iii. Indicate what has been, or is to be, set at the new corners of the proposed lots. Note the date the existing monuments were visited, per WAC 332-130-150-1.f.iv., and what was found. Note the plat names and lot numbers of the properties to the north and west of the subject property. Note all easements, agreements and covenants of record on the drawing. Note discrepancies between bearings and distances of record and those measured or calculated, if ally. Note to whom new easements, if any, are to be granted(private or city-held). The city will provide addresses for the proposed lots after the preliminary review. The addresses will need to be noted on the drawing. 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. Required City of Renton signatures(for approval of the plat) 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. The owners of the subject property need to sign the final plat document(include notary blocks as needed). Include a dedication/certification block on the drawing. Because the subject property falls within Zone 2 of the City of Renton Aquifer Protection Area,the Aquifer Protection Notice needs to be noted on the drawing. See the attachment. An updated Plat Certificate will be required, dated within 45 days of Council action on approval of the plat. Note that if there are restrictive covenants 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)will be referenced on the plat in the appropriate locations. Comments for the Project Manager: November 16, 1999 Page 3 The Project Narrative states that proposed"Tract A" is to be dedicated to the city for storm drainage purposes. Is this acceptable to the city? Lots 3 & 6 do not meet the 40' minimum lot width for corner lots in an R-10 zone. Fee Review Comments: The Fee Review Sheet for this preliminary review is provided for your use and information. • • • • • • "THE LaT5 cRt=4.L�� L 4 0=1 k--1. FALL _ _... (AQUIFER NOTICE PROTECTION • WITHIN ZONE 2 OF RENTON'S AQUIFER PROTECTION AREA AND ARE • SUBJECT TO THE REQUIREMENTS OF THE CITY OF RENTON ORDINANCE • ► #4367.4THIS AA THIS CITY'S SOLE SOURCE OF DRINKING WATER IS SUPPUED FRG A SHALLOW ACQUIFER UNDER THE CITY SURFACE. THERE IS NO NATURAL 13Y 1I44.$4cM BARRIER BETWEEN THE WATER TABLE AND GROUND SURFACE. EXTREML • • No•4740. :CARE SHOULD BE EXERCISED WHEN HANDUNG OF ANY LIQUID SUBSTANCE 0 OTHER THAN WATER TO PROTECT FROM CONTACT W111H THE GROUND SURFACE. IT IS THE HOMEOWNERS RESPONSIBIUTY TO PROTECT THE CITYS 1 DRINKING WATER. • • • . r ~ V City o O, Department of Planning/Building/Pub rks ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET REVIEWING DEPARTMENT: -�(Ve—.' ,,eJu thc311 COMMENTS DUE: 11/12/99 APPLICATION NO: LUA-99-150,PP,ECF DATE CIRCULATED: OCTOBER-2 , 1999 BEN i UN FIRE DE'PT APPLICANT: James &William Belmondo PROJECT MANAGER: Elizabeth ypggins,c,r�-,„-,,„ • . 1J PROJECT TITLE: Elizabeth Place Preliminary Plat WORK ORDER NO: 78596 _ LOCATION: 1221 Edmonds Avenue NE ®C 1999 SITE AREA: 72,826 s.f. (1.67 A) I BUILDING AREA(gross): , „ gam SUMMARY OF PROPOSAL: The applicant, LeRoy Surveyors &Engineers, has proposed subdivision of a 72,826 s.f. (1.67 A) property into 17 lots suitable for detached, single family houses. The property is located at 1221 Edmonds Avenue NE, in a Residential 10 (R-10)zone, which requires between 7 and 10 dwelling units per net acre(du-a), and allow up to 13 du/a if all are detached units. .Existing structures on the site would be removed. The project would require Environmental Review, Preliminary Plat approval, and administrative approval of a reduced public street right-of-way(from 50 to 42 feet wide). 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 , JDtplct3 B. POLICY-RELATED COMMENTS 41_ C. CODE-RELATED COMMENTS S-et a(/ac/IJ We have revie ed this application ith particular attention to those areas in which we have expertise and have identified areas of probable impact or areas where addition I information is nee to properly assess this proposal. 7/4/9 7 Signature o Director or Authorized epres ative Date routing Rev.10/93 • r l v I. Is Y 4. 4 , CITY OF RENTON �,�N�o FIRE PREVENTION BUREAU MEMORANDUM DATE: November 1, 1999 TO: Elizabeth Higgins, Planner FROM:. Jim Gray, Assistant Fire Marshal (),/ SUBJECT: Elizabeth Place Development, 1221 Edmonds Av. NE Fire Department Comments: A fire hydrant with 1000 GPM fire flow is required within 300 feet of all new single family structures. If the building square footage exceeds 3600 square feet in area, the minimum fire flow increases to 1500 GPM and requires two hydrants within 300 feet of the structure. 2. A fire mitigation fee of$488.00 is required for all new single family structures. Please feel free to contact me if you have any questions. • City o. .....non Department of Planning/Building/ ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET REVIEWING DEPARTMENT:( C1 \ t07-0 COMMENTS DUE: 11/12/99 APPLICATION NO: LUA-99-150,PP,ECF DATE CIRCULATED: OCTOBER 2WaOPMENT SERVICES APPLICANT: James&William Belmondo PROJECT MANAGER: Elizabeth HigginsCITY OF RENTON PROJECT TITLE: Elizabeth Place Preliminary Plat WORK ORDER NO: 78596 OCT 2 9 1999 LOCATION: 1221 Edmonds Avenue NE SITE AREA: 72,826 s.f. (1.67 A) BUILDING AREA(gross): RECEIVED SUMMARY OF PROPOSAL: The applicant, LeRoy Surveyors&Engineers, has proposed subdivision of a 72,826 s.f. (1.67 A) property into 17 lots suitable for detached, single family houses. The property is located at 1221 Edmonds Avenue NE, in a Residential 10(R-10)zone, which requires between 7 and 10 dwelling units per net acre(du-a), and allow up to 13 du/a if all are detached units. Existing structures on the site would be removed. The project would require Environmental Review, Preliminary Plat approval, and administrative approval of a reduced public street right-of-way(from 50 to 42 feet wide). 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 I Preservation Airport Environment 10,000 Feet 14,000 Feet • B. POLICY-RELATED COMMENTS • • • • C. CODE-RELATED COMMENTS tg-i1%Ullt %goI15 Weep '/,VV 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 additi al information Is needed to properly assess this proposal. nyteedee Sig _ure of Direc or Authorized Representat - _ Date routing — _ _ Rev.10/93 • City of„ :.ton Department of Planning/Building/Pub; ..orks ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET REVIEWING DEPARTMENT: (PA.ves COMMENTS DUE: 11/12/99 APPLICATION NO: LUA-99-150,PP,ECF DATE CIRCULATED: OCTOBER 29, 1999 APPLICANT: James&William Belmondo PROJECT MANAGER: Elizabeth Higgins PROJECT TITLE: Elizabeth Place Preliminary Plat WORK ORDER NO: 78596 LOCATION:. 1221 Edmonds Avenue NE SITE AREA: 72,826 s.f. (1.67 A) I BUILDING AREA(gross): SUMMARY OF PROPOSAL: The applicant, LeRoy Surveyors &Engineers, has proposed subdivision of a 72,826 s.f. (1.67 A) property into 17 lots suitable for detached, single family houses. The property is located at 1221 Edmonds Avenue NE, in a Residential 10(R-10)zone, which requires between 7 and 10 dwelling units per net acre(du-a), and allow up to 13 du/a if all are detached units. Existing structures on the site would be removed. The project would require Environmental Review, Preliminary Plat approval, and administrative approval of a reduced public street right-of-way(from 50 to 42 feet wide). 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 Usei Utilities Animals Transportation Environmental Health Public Services Energy/ Historic/Cultural Natural Resources • Preservation Airport Environment 10,000 Feet 14,000 Feet e � /�� B. POLICY-RELATED COMMENTS rLYt LIV 53(), 7Ce .7ae • 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.=== — — - --- --— -- - - - - `�� / ignature of Dire ctor or Authorized Representative Date_ - routing _ - — - Rev.10/93 4 1 O \I 417 NOTICE OF APPLICATION AND; PROPOSED DETERMINATION OF NON- SIGNIFICANCE-MITIGATED (DNS-M) DATE: December 1,1999 LAND USE NUMBER: LUA-99-150,PP,ECF,,V APPLICATION NAME: ELIZABETH PLACE PRELIMINARY PLAT PROJECT DESCRIPTION: The applicant, LeRoy Surveyors & Engineers, has proposed subdivision of a 72,826 s.f. (1.67 A) property into 17 lots suitable for detached, single family houses. The property is located at 1221 Edmonds Avenue NE)in a Residential 10(R-10)zone,which requires between 7 and 10 dwelling units per net acre(du/a), and allows up to 13 du/a if all are detached units. Existing structures on the site would be removed. The project would require Environmental Review, Preliminary Plat approval, administrative approval of a reduced public street right-of-way (from 50 to 42 feet wide),and a variance of the Tree Cutting and Land Clearing regulations to allow grading of slopes in excess of 40%. PROJECT LOCATION: 1221 Edmonds Avenue NE OPTIONAL DETERMINATION OF NON-SIGNIFICANCE,MITIGATED(DNS,M): As the Lead Agency,the City of Renton has determined that significant environmental impacts are unlikely to result from the proposed project. Therefore, as permitted under the RCW 43.21 C.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: October 27,1999 NOTICE OF COMPLETE APPLICATION: October 29,1999 • DATE OF RENOTIFICATION: December 1,1999 APPLICANT: LeRoy Surveyors&Engineers;P.O.Box 740;Puyallup,WA 98372 \1Y'\ v pp O� OWNER: James Belmondo;1221 Edmonds Avenue NE;Renton,WA 98056 Q,I�J ?°p Permits/Review Requested: Environmental(SEPA)Review,Preliminary Plat,Reduced right-of-way ?' D. l �' dedication,Hearing Examiner Variance Other Permits which may be required: Construction and Building Permits 5.5. Requested Studies: Drainage Report,Limited Geotechnical Report Location where application may be reviewed: Planning/Building/Public Works Division,Development Services Department,691 Floor,1055 South Grady Way,Renton,WA 98055 PUBLIC HEARING: Public hearing scheduled for January 18,2000,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 current use of the land in the vicinity of the proposed project is single family residential. The property is zoned Residential 10(R-10),which requires density at between 7.0 and 10.0 dwelling units per net acre(du/a),and allows up to 13.0 du/a. The Comprehensive Plan land use designation is Single Family Residential. The proposed project,with a single family density:of 12.62 du/a,would be consistent with the current land use,zoning,and Comprehensive Plan designation. Environmental Documents that Evaluate the Proposed Project: An environmental checklist,drainage report,and limited geotechnical report have been submitted by the applicant for review. NOTICE OF APPLICATIONO2 Development Regulations Used For Project Mitigation: The proposal is subject to the City's Environmental Review(SEPA)Ordinance,Zoning Code,Land Clearing and Tree Cutting*Ordinance,Subdivision Regulations,Street Standards,Wetlands Ordinance,Public Works Standards,Uniform • Building Code,Uniform Fire Code,and other applicable building and construction standards. These adopted codes and standards will function to mitigate project impacts. Proposed Mitigation Measures: The following mitigation measures will likely be imposed on the proposed project.Other mitigation may be required following further review of the project proposal. These recommended mitigation measures address project impacts not covered by existing codes and regulations as cited above: 1. Fire Mitigation Fee:Fire Mitigation Fee is$488.00 per new single family residential parcel. 2. Parks Mitigation Fee:Parks Mitigation Fee is$530.76 per new single family residential parcel. 3. Transportation Mitigation Fee:Transportation Mitigation Fee is$75.00 per new single family residential parcel. 4. Erosion Control: Install and maintain temporary erosion control measures for all stockpiled or disturbed areas. The Temporary Erosion Control Measures must be installed and maintained throughout the duration of the project. Comments on the above application must be submitted in writing to Elizabeth Higgins,AICP,Senior Planner,Development Services Division,1055 South Grady Way,Renton,WA 98055,by 5:00 PM on December 15,1999. This matter is also scheduled for a public hearing on January 18,2000,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 cannot be submitted in writing by the date indicated above,you may still appear at the hearing and present your comments 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: Elizabeth Higgins,AICP,Senior Planner (425)430-7382 PLEASE INCLUDE THE PROJECT NUMBER WHEN CALLING FOR PROPER FILE IDENTIFICATION 16711 Sr 1 • -tea'--- h fli " ; f`'P tro 22 • ., ebe ® y ,2s., O <400'1 AA z 0;.1.",•. ig l e ee r.q i t a.- le ttogr eua� 441 irw oogoo'on, 1 - y�-.°-.I ,.�, •9 L-f�r5 llia� m ;.L'�� �la'e� < NOTICE OF APPLICATIONO2 _ AMEN 'RI.AP�NI�I " _ CM(OF RENTON DEC 011999 RECEIVED LEROY SURVEYORS & ENGINEERS, INC. &E Planners Engineers Surveyors Architects Cartographers GPS GIS Environmental&Urbanization Consultants DEVELOPMENT PLANNING CITY OF RENTON December 1, 1999NfW-3 Mr.Brad Olschefski RECEIVED Arcarius Homes Box 257 New Castle,Washington 98059 Re: Elizabeth Place Preliminary Plat(LS&E Job No. 5351) File No.LUA99-150 Dear Brad, Per your request,I am writing to clarify the proposed drainage plan concept for the preliminary plat of Elizabeth Place. In the completed state runoff from all driveways,the public mad of Elizabeth Place,all front yards,and the rear yards of Lots 1-6 will drain into the street named Elizabeth Place and the close conveyance system to be constructed therein. This runoff will be directed to a settling basin in Tract A and ultimately an infiltration pond in Tract A designed to infiltrate runoff from these areas up to the 100 year storm event based on a KCRTS analysis. The settling basin is intended to prevent sediment front entering the infiltration pond. Runoff from roofs will be directed to individual lot roof downspout infiltration trenches, located on every lot. Runoff from the rear yards of Lots 7-17 will follow current drainage patterns flowing as surface sheet flow,exiting the site to the west. Because this area will contain no impervious areas,and the majority of the site will drain to the infiltration pond,the runoff leaving the site as overland flow will be substantially less than in existing conditions. During construction,all runoff will be directed to a temporary sediment trap to be located directly north of the proposed infiltration pond. Until the site has been stabilized,runoff will be directed to the sediment trap through overland flow and the use of interceptor swales along the west property line and the east side of the settling pond. This will protect the permanent drainage facilities and downstream properties from impacts due to silt laden runoff Once the site has been stabilized though the installation of the road and covering of bare ground with vegetation,the sediment trap and interceptor swales may be removed. 1103 Shaw Road,Puyallup,Washington 98372 P.O.Box 740,Puyallup,Washington 98371 253.848.6608 fax 253.840.4140 vw.lseinc.com rob alseinc.com 7, 'd LR9q'ON sgnilAmnc LAM11 WI/C7! II Raa1 • ! .ran r Mr.Brad Olschefski December 1, 1999 Page 2 Hopefully this explanation satisfies all concerned. Please let me know if you need additional details or clarification. Sincerely, LeRoy Surveyors&Engineers,Inc. 'Robert A.Trivitt Project Manager 1103 Shaw Road,Puyallup,Washington 98372 P.O.Box 740,Puyallup,Washington 98371 253.848.6608 fax 253.840 4140 www_lseinc.com rob 1seinc_com 2 '4 12gA'ON RAflAIAMfR Af)11l WW17: 1 1 RRR 1 • 1 '39A 5�� r ARCARIUS HOMES, LLC Telephone 425-746-5471 6947 Coal Creek Pkwy. PMB 257 Newcastle,Wa. 98059 Elizabeth Higgins Development Services Division City of Renton 11/30/99 Re : Elizabeth Place LUA 99-150 Ms . Higgins, Please find attached drawing of proposed gated entrance for the use of Emergency Vehicles only on the 12th Street side of the property. This solution is proposed in lieu of a Traffic Study and is based on the possibility of the requirement for such study and that the results of the study would indicate the need for this solution . If a traffic study is required and it is determined that the gated entrance is not required I would prefer not installing it . The use of 12th Street by all residents would be preferable . ' •rad Olschefski Arcarius Homes, LLC DEVELOPMENT PLANNING CITY OF RENTON NOV 3O 1999 RECEIVED -- - - - - --_ - - - - - L_�. __- ___- -_ _ - J' • �` S ill 1' �y.-� r� - �� n' • / Q ill, 0 1 .i ,` �,' i. ,1' r.,t = 1 \,, ) • ' gV7+ li,1 i3 I 100'EV �' m �j?� o o ui- �r, ' 9O • - tu I 3 ��IIIIIIIIIII s rn rn cs,,� rn • n,w uum i t■ ���uuumm I z v nnm nM��" ■unmmu � Q 0 " t Vts g ' *4, oee o , \°` 1, to. !-! III'!ii - • V 111k 'IIIj'' � (11 0 Ot 312 'III iMll"• ,5L'Et 00 • AI ,: Z lll 1,111 V q .. illl L ,�11111►ulil ou •, �aNi0,11111111HII IIINnI 11 310 IINI Nlllllllllllllm����... L,.Ilil�'n°I Ilf'1-'°'�• llllilllllllll�nlllllllllum�" Illuuim��'�... IIIIIIhuluu111�' "��II III � ' � - 11IIII, , goy I iI IIII,,,,,,,,,1II11IIIIIilll IIIlll llllllllllllllllllllII HiHi , iII ,IIIIIIINII� I11111►lull►I�IIIIII�IIIIIINIII�IIIIIII!!,11111 ►.II!!!I IIi11111111N!!Ii!�!L l 4 p 29• r (rl ii)- O IIII ` ilgidriAr4 — • pm�•S3 Z12 30� m Illlilll�. D V 4 ° ', tf.-Ai -- 'III..I �': 01 % , :/ AL ,5 ---- IIII o•- ��' '• i ® N.. N '..� 1►., M �� AOQ ;�tn ,�Qro 1gllllll)IIM - 38�: ` 2 29� o �1 z iiiiiiiiiii ". r F IIIIIIoII I II i � II p.Ii�1�� ` �� 30, :. o ,E•. ,bE.o> III I IIIIIIIIIIl111iiillllll;iuiii!!!II�IIII!IIII!f�lililllll!II�IIIIIIIIN!,,„,l,hl III_IIINI_ILhI'�IINIIIII„„Ii.Ill„I„IILIIII,II„Iu,IIIIIii III IIII I„IIIIIIIII„IINIIIIIIIIIIINIIIIIU11,.u�lll11111II'1'.r„-' �'' . , II'' '''` „,„„lll,11lllillllllllllllllllllllllilll111111111u11i1 II `� li� ,,00 �02 et•of oo •. ��' oo •b ,z5 bE IIIIIpiIIIIIIIIIIIIIIIIII . \, )_. N Q 2g� Illllllll!I IIl ., _,,_. crj • II E- Dc OO I Q i .00'96 • 2�. O Q 300 r Q ai i �g6 29 ry3� O '. II. ,•0 �' i �N Zi1� /7---- -:-.---5r ---;) Q. VD 9 - �O �-- �i w o ,' .,�. -• fik% o o w0 MO in in .ge•e6 t _,---' / - - : q,09-- - u <@ rz, - ortz w ..2 I, -- k 0' o-min `� . o 3 Dz in [c�� „L p . w i ; _^ w .2� ti-� �_ •AELOPMENT PIJs►•iNIN( 292 �� 2goi �I ITV OF RENTO ��z • 2 nr ),-,� I • NnV 3 0 199' ta O>; b8'6b so ob .,,,..•, _ ggz_ _ _ — — — 1 RECEIVE' _ Z6Z�� ' -- rega `7 cu �L°12 • _ . _nee) ARCARIUS HOMES, LLC Telephone 425-746-5471 6947 Coal Creek Pkwy. PMB 257 Newcastle,Wa. 98059 Development Services Division City of Renton 11/30/99 Re: Elizabeth Place Preliminary Plat,LUA 99-150 REQUEST FOR VARIANCE A variance from RMC 4-4-130 is requested to allow"Tree cutting and Land Clearing" on the portion of the property that has slope in excess of 40%. This property has a small portion of which has been modified by the previous owner(fill added see figure#2 Geo-Tech Report)and has created a steeper than normal slope. The clearing and subsequent grading proposed will reduce the slope and restore it to a more natural slope without any detrimental effect to the surrounding private properties or public property or improvements. The grading as described on the plat plans and the removal of fill described in the Geo- Tech report is the minimum required to allow the property to be utilized and would be consistent with existing adjoining properties. Strict application of 4-4-130 would not allow this property to be developed to meet even the minimum allowable density and would deprive the owners the rights and privileges enjoyed by other property owners with property under the same classification. The granting of this variance would not constitute a grant of special privilege inconsistent with the limitation upon uses of other similarly zoned property in the vicinity. DC/TV OF REPLANNING � NTON ra Ols NO V 3 0 1999 ' Arcarius Homes,LLC RECEIVE® • -. __, \ i 1 1 1 i \ EX ..1\ ` \ \ Su E1MAF �� I 1 1 - ,._ \ i 1 \ \ \ \ \ \ ), , 7-\. \ L \ \ \ I \ I \ \ \ I I 1GRAfHICI SCALE \ 1"=40 ' \ 1 \ I \ \ 1 e . \ qI I \ 1 \ \ N \ \ 0 40 8 120 \iIi \ \ 19 I 1 \ iI \ \ I M I 1 , f1 I . 1 I 1 \ \ _111 \ 1 1 I I % n 0� � ^ � \ � I II 1 I I I \ ) I =-;- - - -- - L UJII N \ \ _ BIZ \ \ \ \ \ \ \ \ \ ; ( \ \ � \ w 4\ \ \ h \ \ \ , 1 \ \ \ \ \ w \ \ / • I \ \ \ \ \ A \ \ \ ' I ( I I / \>I E\ \ \ \ - r 16T1 0 \ \ / \ 1 \ & / / 1 1 . \ 11. \ . \\. \ \ \ \ \ \ \ \, \ \ ld l ' 1 1 1 I 1 i �I I \ I1 ° ` � .\ A l l 1 1 1 1 1 1 \ I El i \ 1 1 1 \ I i I � � � �l t 1g: • 1 � ) .... --..\... 4nmp a\romm.lr. , n, I F,:, INA •mw.. . nen -,c4.-1 :::1_:, \ \ \ \ i \ '4\ \ \I -. \ \ \ \ \ ..! \ \ , \ I1 . 1 \ \ \ ,+ro r1 \ t ‘ \ \ \ - ' 1 \ 1 ''i 1 1 SLQPE5 > ,0% — _ r, \\ \ \ \ \(TYPO) ,^; '.=_ I I N -. 1 a LOP 40-50% C7. :`. _. \ 1 V . \ , .451c.\.. I I I / . /--- 4 'I i / :_-__/ / 4 # i. 1"27.-"74 . ? , „ Va ik t ' \ \ it' . 1. 1 ( ( 1 i I 7 I I \ **************************************************************** City of Renton WA Receipt **************************************************************** Receipt Number: R9905940 Amount: 250 . 00 11/30/99 12 : 03 Payment Method: CHECK Notation: #1630 ARCARIUS Init: LN Project #: LUA99-150 Type: LUA Land Use Actions Parcel No: 334390-0322 Site Address: 1221 EDMONDS AV NE Total Fees: 2 , 516 . 83 This Payment 250 . 00 Total ALL Pmts: 2, 516 . 83 Balance: . 00 **************************************************************** Account Code Description Amount 000 .345 . 81. 00 . 0019 Variance Fees 250 . 00 DEVELOPMENT PLANNING C17Y OF RENTON NOV 3 0 1999 RECEIVED CITY JF RENTON 'I ' Planning/Building/Public Works Department Jesse Tanner,Mayor Gregg Zimmerman P.E.,Administrator November 29, 1999 Mr. Brad Olschelfski Arcarius Homes • 6947 Coal Creek Pkwy, #257 Newcastle,WA 98059 Re: Elizabeth Place Preliminary Plat,LUA99-150,PP,ECF Dear Mr.Olschelfski As you are aware,your consultants and I have been working to prepare this project for review by the City of Renton Environmental Review Committee and subsequent public hearing before the Hearing Examiner. Unfortunately, it has become apparent that there are several site-related issues that need to be resolved before this project can be taken to the Environmental Review Committee. We can not proceed with the continued review of the application until we receive the requested materials delineated herein. Effective as of the date of this letter,the Elizabeth Place Preliminary Plat application is "on hold." We have removed consideration of this project from the • Environmental Review Committee meeting of November 30, 1999,and the Hearing Examiner's schedule of December 28, 1999. The Environmental Review Committee meeting and public hearing will be rescheduled after we have received all of the information required for review of this application. Although a requirement for a traffic study was originally waived,the Development Services Division Director has determined that site configuration,physical street conditions, existing traffic in the vicinity of the project,and traffic to be generated by the project warrants a traffic study. The scope of work for the traffic study should include recommendations for meeting AASHTO sight distance requirements. Areas of the site have existing slopes in excess of 40%where grading will take place. Section 4- 4-130 "Tree Cutting and Land Clearing Regulations"prohibit tree cutting or land clearing on slopes greater than 40%. A variance will be required for the work as proposed. In summary,the project application is "on hold"and will remain so until the requested materials are received. If you have any questions, do not hesitate to contact me at 425-430-7382. Sincerely Elizabeth Higgins, AICP Senior Planner copy: File LUA99-150,PP,ERF Paul Green, LeRoy Surveyors and Engineers Jennifer Toth Henning Parties of Record 1055 South Grady Way-Renton,.Washington 98055 . This paper contains 50%recycled material.20%cost consumer - • -. ::. �, -t - -- - • . _ - • - CITY JF RENTON 7 - Planning/Building/Public Works Department Greggimmerman P.E.,Administrator Jesse Tanner,Mayor gg November 24, 1999 Mr. Brad Olschelfski Arcarius Homes . 6947 Coal Creek Pkwy, #257 Newcastle, WA 98059 Re: . Elizabeth Place Preliminary Plat, LUA99-150, PP,ECF Format and Legal Description Review Comments Dear Mr. Olschelfski • The following comments are provided by the legal review department. Please call Sonja Fesser at 425-430-7312 if you have any questions. The indexing information at the top of the drawing sheet is incorrect as shown. The section is 5, not 4. The street name shown"Elizabeth Place" does not conform to city standards and will be :,renamed by the City. Information needed for final plat approval includes the following: Note the City of Renton land use action number(LUA-)0X-XXXX-FP) and the city's land record number(LND-10-0347) on the drawing. 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. Tie to the City of Renton Survey Control Network. The geometry will be checked when the ties are provided. Provide plat and lot closure calculations. Complete City of Renton Monument Cards, with reference points for all new right of way monuments set as part of the plat. Include a statement of equipment and procedures used, per WAC 332-130-100. Include the basis of bearing, per WAC 332-130-050.1.b.iii. Indicate what has been, or is to be, set at the new corners of the proposed lots. • 1055 South Grady Way-Renton,Washington 98055 • _ .. - - - _ This Want contains 50%recycled material:20%•nest-consumer _ - .. . <- - - Elizabeth Place Preliminary Plat, LUA99-150,PP,ECF Format and Legal Description Review Comments November 24, 1999 Page2of3 • Note the date the existing monuments were visited, per WAC 332-130-150-1.f.iv., and what was found. Note the plat names and lot numbers of the properties to the north and west of the subject property. Note all easements, agreements, covenants, etc. of record on the drawing. Note discrepancies between bearings and distances of record and those measured or calculated, if any. Note to whom new easements, if any, are to be granted (Private or City-held). The city will provide addresses for the-proposed lots after the preliminary review. The addresses will need to be noted on the drawing. On the final plat submittal, remove all references to trees, utility facilities, topography lines and other items not directly impacting the subdivision. These items should be provided only for Preliminary Plat approval. - Required City of Renton signatures (for approval of the plat) 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 owners of the subject property need to sign the final plat document (include notary blocks as needed). Include a dedication/certification block on the drawing. • Because the subject property falls within Zone 2 of the City of Renton Aquifer Protection Area, the Aquifer Protection Notice needs to be noted on the drawing. See the attachment. An updated plat certificate is required, dated within 45 days of Council action on approval of the plat. Note that if there are restrictive covenants 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 = , • Elizabeth Place Preliminary Plat,LUA99-150,PP,ECF Format and Legal Description Review Comments November 24, 1999 Page3of3 shall have the first recording number. The recording number(s) for the associated document(s)will be referenced on the plat in the appropriate locations. Fee Review Comments: The Fee Review Sheet for this preliminary review is provided for your use and information. Sincerely 112-1/2-- /7"--ee6r Elizabeth River Higgins, MCP Senior Planner Enclosure Copy: File • AQUIFER PROTECTION NOTICE THE LOTS CREATED HEREIN FALL WITHIN ZONE 2 OF RENTON'S AQUIFER PROTECTION AREA AND ARE SUBJECT TO THE REQUIREMENTS OF THE CITY OF RENTON ORDINANCE NO. 4367 AND AS AMENDED BY ORDINANCE NO. 4740. THIS CITY'S SOLE SOURCE OF DRINKING WATER IS SUPPLIED FROM A SHALLOW AQUIFER UNDER THE CITY SURFACE. THERE IS NO NATURAL BARRIER BETWEEN THE WATER TABLE AND GROUND SURFACE. EXTREME CARE SHOULD BE EXERCISED WHEN HANDLING OF ANY LIQUID SUBSTANCE OTHER THAN WATER TO PROTECT FROM CONTACT WITH THE GROUND SURFACE. IT IS THE HOMEOWNER'S RESPONSIBILITY TO PROTECT THE CITY'S DRINKING WATER. — 3 : PROPERTY SERVICES FEE REVIEW FOR SUBDIVISIONS No. 99 - a5o . _ APPLICANT:-_ I szlent�lf-ri j (A,{�c,4 11.) I-IOM -) RECEIVED FROM (date) JOB ADDRESS: 12Z.I A\/1= `I_l.l= WO# 785qo NATURE OF WORK: 17 Lr5 Lr>11r 'PL,� < 1 I�L'�1=1-1-} -p1 LND# IQ -O 04-F3 0 PRELIMINARY REVIEW O SUBDIVISION BY LUNG PLAT, NEED MO INFORMATION: 0 LEGAL DESCRIPTION SHORT PLAT,BINDING SITE PLAN,ETC. 0 PM#'s 0 VICINITY MAP 0 FINAL REVIEW OF SUBDIVISION,THIS REVIEW REPLACES ❑ SQUARE FOOTAGE 0 OTHER PRELIMINARY FEE REVIEW DATED ❑ FRONT FOOTAGE ❑ SUBJECT PROPERTY PARENT PID#3•340- X NEW KING CO.TAX ACCT.#(s)are required when -O 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 • --o- Latecomer Agreement(pvt)WASTEWATER -Q Latecomer Agreement(pvt)OTHER -d- -O- _ Special Assessment District/WATER -Q- -O Special Assessment District/WASTEWATER -Q- Joint Use Agreement(METRO) -p- Local Improvement District * -O- Traffic Benefit Zones $75.00 PER TRIP, CALCULATED BY TRANSPORTATION -O- FUTURE OBLIGATIONS -O- SYSTEM DEVELOPMENT CHARGE-WATER ❑ Estimated #OF UNITS/ SDC FEE 0 Pd Prey. ❑Partially Pd(Ltd Exemption) 0 Never Pd SQ.FTG. Single family residential$850/unit x I ` 13,600.40 Mobile home dwelling unit$680/unit in park Apartment,Condo$510/unit not in CD or COR zones x • Commercial/Industrial, $0.113/sq.ft.of property(not less than$850.00)x Boeing,by Special Agreement/Footprint of Bldg plus 15 ft perimeter(2,800 GPM threshold) SYSTEM DEVELOPMENT CHARGE-WASTEWATER❑ Estimated • ❑Pd Prey. 0 Partially Pd(Ltd Exemption) 0 Never Pd ' Single family residential$585/unit x 1 to ch 4j36o.00 Mobile home dwelling unit$468/unit x Apartment,Condo$350/unit not in CD or COR zones x Commercial/Industrial$0.078/sq.ft.of property x(not less than$585.00) SYSTEM DEVELOPMENT CHARGE-SURFACEWATER 0 Estimated ❑Pd Prey. 0 Partially Pd(Ltd Exemption) ❑ Never Pd Single family residential and mobile home dwelling unit$385/unit x 1`T b a 1545.O 0 All other properties$0.129sq ft of new impervious area of property x (not less than$385.00) PRELIMINARY TOTAL $ 2a,5O5.003 (�(l�•/ ) (17 fh ) i I/Ict/Gq ►e Signaftlre of] iewing Authority DATE ko IIJJ n 1O ❑ *If subject property is within an LID,it is developers responsibility to check with the Finance Dept.for paid/un-paid status; ❑ 1 Square footage figures are taken from the King County Assessor's map and are subject to change. .' • 0 . -..❑ Current City SDC fee charges apply to .r iri`. - 4 n` 1 4 �,1 g ci/tem late/feea 1/t •b�;'Ei•'r'LCTIVE Jul '16 1995/Ord.'Nos:'4506'4507 4508`4525,'and 4526a;;,��`;;•• �:.;:•_,;�':`=' ;-�'.':��;'':"��' - `�:,''1 ,:p PP ,8 y. r .� e. _ .s .s :,.... CITY OF RENTON Planning/Building/Public Works MEMORANDUM DATE: November 15, 1999 TO: Brad Olschofski, Arcarius Homes FROM: Elizabeth Higgins, Senior Planner, (425)430-7382 COPY: LeRoy Surveyors & Engineers; Jennifer Henning, File No. LUA99-150, PP, ECF SUBJECT: Elizabeth Place The following items need to be addressed before November 19, 1999, so that the report to the Environmental Review Committee can be submitted by the due date: 1. Show boundary lines for two existing tax parcels; 2. Vertical sight distance on NE 12th St must meet City of Renton development standards (verify); 3. Show conceptual, required street improvements on NE 12th St, including street lighting; 4. Lots 3 and 6 do not meet minimum lot width requirement for corner lots on public streets (40'); 5. Lots 10 and 11 do not meet minimum frontage requirements for pipestem lots (20' each); 6. Street slope at curve appears to be 17%, exceeding 15% maximum allowed (verify); 7. Show location of 54% slopes (referenced in Environmental Checklist); 8. Proposed contour lines are not completed to property lines on lots 10 through 17; 9. Distinguish between existing and proposed contour lines on plan (dashed and solid lines); 10.Show conceptual drainage on plan; 11.Label drainage structure in Tract `A'; 12. Utilize conventional symbol to indicate property line; 13.Dimension setbacks; 14.Show 10' landscape buffer along street frontages; and 15.Add legends to all sheets. There may be other items that arise as we continue our review of this proposed project. Please let me know if you cannot get the above information to me by Friday, November 19th. Thank you. 105mem01\ CITY OF RENTON Planning/Building/Public Works MEMORANDUM DATE: November 15, 1999 TO: Paul E. Green; LeRoy Surveyors & Engineers FROM: Elizabeth Higgins, Senior Planner, (425)430-7382 COPY: Brad Olschofski, Arcarius Homes; Jennifer Henning, File No. LUA99- 150, PP, ECF SUBJECT: Elizabeth Place Thank you for calling regarding the memorandum sent earlier today. This is a clarification of our telephone discussion, and includes (**) an additional issue that will need to be addressed. 1. Use the 1994 AASHTO standards, page 792 to verify that the stopping distance on NE 12th St will meet City of Renton development standards. We believe there may be a problem related to the vertical sight distance. 2. Show conceptual, required street improvements on your half of NE 12th St (north side from property line to property line, connecting with improvements already in Edmonds Ave NE), including street lighting. 3. Roads sloping between 8% and 15% (15% is maximum slope allowed) must be reviewed and approved by the Board of Public Works. 4. ** The horizontal curve on the new public road must be a minimum radius of 25' to meet fire apparatus turning requirements. Again, there may be other items that arise as we continue our review of this proposed project. Please let me know if you cannot get the above information to me by Friday, November 19th. Thank you. 105mem02\ 02 O0 'AlC •'ay`''' Pe_-0:1-01),/ Wig 16'050 rne� about`They f's n e/cfi Corte ' +he (u Pcrwe r I �nee, .� do-rot chop i ®41t4 1,r° , "® R�` 1491,, road .en-trance on IZ i s d roes 1 ,� e �)haf's e zu led ,'n Trt a- f� • 0) - 1 Woug a Cu l deSG c C c foble -I efired--.? where, is `E-he d ri Ute ui r le tutdH-h of- Trod- A• * abufs 5aV e, hazel ni -free, • houJ Nish ar& -1-he inousf 3 .fir )atS •l - suit\ blocK-tse, a 3t0 4 .Po6t et rop o FF bekueen proposed. site. c- OurP � � �� PaCk urn s bc IeveCed too- s +ne, drop 04 -rro rn Ectryloras min c.or trips rroi ecla each cl eOrnerof Edrnoads- 4i- 1Q °1-: fill dirt rot a r Washington State Northwest Region WI Department of Transportation 15700 Dayton Avenue North Sid Morrison P.O. Box 330310 Secretary of Transportation Seattle,WA 98133-9710 (206)440-4000 November 2, 1999 44.1/ � F�V Elizabeth Higgins OPT Tp� Ni City of Renton A ei 03 NT �y''44C; Development Services Division � 4Y,99 1055 S Grady Way ®� Renton, WA 98055-3232 et) RE: SR 900, vic. MP 12.56, CS 1713 Elizabeth Place Preliminary Plat (LUA-99-150, PP, ECF) Dear Ms. Higgins: Thank you for giving us the opportunity to review the Notice of Application for the Elizabeth Place Preliminary Plat, which is located at 1221 Edmonds Avenue NE. We have reviewed the subject document and have no comments. The project will not have significant impact on the state highway system. If you have any questions,please call John Collins at(206)440-4915. Sincerely, Craig J. Stone,P.E. Area Administrator- South King CJS:jc JTC cc: file %, CITY ,IF'RENTON _ IA a"_ Planning/Building/Public Works Department Jesse Tanner,Mayor ., .Gregg Zimmerman RE.,Administrator October 29, 1999 Mr. Brad Olschelfski ' Arcarius Homes 6947 Coal Creek parkway#257 New Castle, WA 98059 , SUBJECT: Elizabeth Place Preliminary Plat Project No. LUA-99-150,PP,ECF r Dear Mr. Olschelfski: • 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 November 30, 1999.. 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 at his regular meeting in the Council Chambers on the seventh floor of City Hall, 1055 South Grady Way, Renton, Washington, on December 21, 1999 at 9:00 AM to consider the proposed Preliminary Plat (PP). 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, //j t6(- efsicr.:_j , Elizabeth Higgins, AICP Project Manager . cc: Mr. James Belmondo/Property Owner Mr. William Belmondo/Property Owner _ 1055 South Grady Way-Renton,Washington-98055 - a)This paper contains 50%recycled material,20%post consumer _ .. • inignigi.inDEVEOPMENT SERVICESD U 1:..:...:..5C ..:::.: SU ..:.:. G . :.:. 0.. : EiO QWNERS iiiinoW. h 9 . ... h .. ub ect:.site PROJECT NAME: �� �/? � / �'7� n° 6-- APPLICATION NO: LUA• 619• ISO , PP, EC 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 BRIDGES R&D 2600 NE 20TH RENTON WA 98056 354230 0020 r�r;t.l Sly GAMBLER 2616 NE 20TH RENTON WA 98056 354230 0025 �, . .®�,r: � rr��—U';N STURMAN R • 2624 NE 20TH RENTON WA 98056 354230 0030 V Off- ur TIMELLINE VENTURES iJ` 2409 E LAKE SAMMAMISH PKWY REDMOND WA 98007 354230 0040 � � PETERSON J&T 4606 E LAKE SAMMAMISH PKWY REDMOND WA , ,f`"" %\t" 7 98053 354230 0045 �` SMITH G&P 2609 NE 20TH RENTON WA 98055 354230 0050 STUEFLOTEN R&LL 2617 NE 20TH RENTON WA 998055 354230 0055 WOODARD DONNA 3545 66TH AVE W TACOMA WA 988466 354230 0060 HATCHER J&K 2202 144TH AVE SE BELLEVUE WA 98007 354230 0065 MCELIECE 2701 NE 20TH RENTON WA 98055 354230 0070 KOONS L K 2640 NE 20TH RENTON WA 98056 354230 0075 SAHAGUN F&P 004 GLENWOOD AVE NE RENTON WA 98056 354230 0080 PACKARD G 2006 GLENWOOD AVE NE RENTON WA 98056 535820 0040 BLANCO G&A 3733 221ST AVE SE ISSAQUAH WA 98027 535820 0040 TOWLE T 2625 NE 18TH ST RENTON WA 98056 535820 0060 WALSH J 2624 NE 18TH ST RENTON WA 98056 535820 0060 WIK B&P 2616 NE 18TH ST RENTON WA 98056 535820 0080 RICHTER W 2608 NE 18TH ST RENTON WA 98055 535820 0090 • ROOTVIK D 22524 NE 18TH RENTON 98056 5358820 0100 OYLER K&E P 0 BOX 2258 RENTON WA 98056 535820 0110 PETIT M&J 2616 NE 9TH ST RENTON WA 98056 535830 0030 GUNDERSON P 2524 NE 19TH ST RENTON WA 98056' 535830 0030 NGUYEN D&K 2600 NE 19TH RENTON WA 98056 535830 0050 PRI ILANI I 2616 NE 19TH ST RENTON WA 98056 535830 0050 TACLAY L&G 2624 NE 9TH ST RENTON WA 98055 535830 0060 WRIGHT T. 2625 NE 19TH ST RENTON WA 98055 535830 0070 MARL&S&R 2617 NE 19TH RENTON WA 98056 535830 0080 MAISIE E 2601 NE,1.9TH;RENTON:WA.98056 535803 0090 ROOSE L 2 533 NE 1.9TIIRENTON:WA 98056 535830 .0100 BOYDSTON J 2515,.k.:19TH;RENTON�WA 98056 535830 0110. - (Att-ach additional sheets, if necessary) e 1 (Continued) NAME ADDRESS ASSESSOR'S PARCEL . NUMBER Applicant Certification I, . , hereby certify that the above list(s) Of adjacent property (Print Name) owners and their addresses were obtained from: 0 City of Renton Technical Services Records ' CI Title Company Records ?i King County Assessors Records , Signed . . Date. . (Applicant) . . . • NOTARY ATTESTED: Subscribed and sworn before me, a Notary Public, in and'for the State of Washington, residing at on the day of ,19 . . Signed . (Notary Public), , >::. :r: ::»>::;:»::r;:::>:.>::>:::::::;::::::::::::::r;:<:<:i: .:>:;:::: ::<:::;:<::5irk ch S .... :...;•:.�.:. .....:::.;;r:***::::>:>::>:i::>:::..„„:„„:::>::,.„:,„<::>::>:>::::x:::,f,„„:::>?>::::}::„„:;<;t::::::i?::::>:::>:i>::;..>::::: . ::::;r.Fte.0 t .aof:::Renton:::Use::>:::::;;.:;ii::1::r::.<::::.;::»»>:-. < :....»:::;:<: >;::,,i::>:<:::>>;::>:<;. I ` CERTIFICATION A LIN..G: li:Kl >: > :'?;<>:::: :< p<> '::< > >,:: i,:hefeby cer'tifythat notices of,the: roposeda ;pl cationw.ere:m:aile l:..9. ,,.,, :' CEmployee) :::.::.::::::: ::::.:.:::: .;:::::::.;.n. :.;...,. .;:..::.;l:: . :.;;:.<:.;:. ;:.;:;.;:.:.;:..:.;;:.;:.:m ;:.;;:. each II ed:: ro ert :o a<:.o : :.:..;.::.::.:.: .1.:,..1.:.;; :.;:.:.;:!..:. :. :.:>. :. .;;:.::.;;;;::.:.>:.:< . :.;:.;:;:: :<;.>:.,. .,:. 1.!!!!.>:.;ii:g: i:!.i:.;:.ii.i.�;:.;:.l::;.:..i;: :.: t.......... . . . ... 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REV o7M9s-MARILYN-KAMCHEFF i _ - W:T, - ; SPATE OF WASHINGTOt�I - MY APPOINTMENT EXPIRES:6-29 03 - 2 - COMMISSION EXPIRES i. - JU KE 29,2003 ANDERSON R&R 908 HARRINGTON CT NE RENTON WA 98056 722780 0035 DAVIS M 537 LAKE LOUISE DR SW TACOMA WA 98498 722780 0040 VANBUREN E&C 1204 PIERCE PL NE RENTON WA 98056 722780 1915 FLETCHER J 47 84TH AVE SE MERCER ISLAND WA 998040 722780 1920 AAGNEW T&S 1551 HILLSIDE DR SE ISSAQUAH WA 98027 722780 1925 GUSTMAN W 1719 INDEX AVE NE RENTON WA 9888056 722780 1930 KELLER R&A 17077 16TH AVE SW SEATTLE WA 98166 722780 1935 JACKSON T 1425 S PUGET DR F2 RENTON WA 98055 722780 1945 LALANGAN S&I 1722 HARRINGTON NE RENTON WA 98056 722780 1950 MACDDONALD G&V 2215 SW 120TH SEATTLE 98146 722780 1955 ZIMMERMAN J PO BOX 1432 RENTON WA 98057 722780 1965 GAARDT E PO BOX 5001 KENT WA 98064 722780 1970 FRANZ J&B 172 HARRINGTON AVE NE RENTON WA 98056 722780 1975 VANBUREN E&C 1204 PIERCE PL NE RENTON WA 9888056 722780 1980 VANBUREN A&E&C 1204 PIERCE PL NE RENTON WA 988056 7227880 1985 BROCK GPO BOX 2199 RENTON WA 98056 722780 1990 MALO WI&S 8629 16TH SW SEATTLE WA 98106 PURGANAN S&A 1837 HARRINGTON AVE NE RENTON WA 98056 722780 2000 8axc SZYMANSKI M 1325 SUNSSET AVE SW SEATT;E WA 98056 722780 2005 HUNT G 1911 HARRINGTON CIRCLE NE RENTON WA 98056 722780 2010 CORMAN PROPERTIES INC 2216 HARRINGTON PLACE NE RENTON WA 98056 722780 2015 4 THE ATTACHED LIST OF PROPERTY OWNERS IS CU AND ORRECT TO THE BEST OF MY KNOWLEDGE.C&W B R OLSCHE S SUBSCRIBED AND SWORN TO BEFORE ME THIS 22ND DAY OF OCTOBER, 1999. OFFICIAL SEAL STEPHANIEJ.BOWEN NOTARY UBLIC IN A FOR STATE OF Nota.yPublic—StateofWash(ngton WASHINGTON, RESIDING AT RENTON 6'y Commission Expires 2-1900 MY COMMISSION EXPIRES 2/19/00 • 11;1G RE ENED Environmental Documents that Evaluate the Proposed Project: Uti� O. An environmental checklist,drainage report,and limited geolechnical report have been submitted by the applicant for review. 4• .A � Development Regulations 1' NrcO Used For Project subject hn: The proposal Is subJect to the City's Environmental Review(SEPA)Ordinance,Zoning Code,Land Clearing and Tree NOTICE OF APPLICATION Cutting Ordinance,Subdivision Regulations,Street Standards,Wetlands Ordinance,Public Works Standards,Uniform Building Code,Uniform Fire Code,and other applicable building end construction standards.These adopted codes and AND PROPOSED DETERMINATION OF NON-• standards will function to mitigate project impacts. SIGNIFICANCE(DNS) Proposed Mitigation Measures: The following mitigation measures will likely be Imposed on the proposed project.Other mitigation may be required following further review of the project proposal.These recommended mitigation measures address project Impacts not covered by existing codes and regulations as cited above: DATE: October 29,1999 1. Fire Mitigation Fee:Fire Mitigation Fee is 5488.00 per new single family residential parcel. LAND USE NUMBER: LUA.99.150,PP,ECF 2. Parks Mitigation Fee:Parks Mitigation Fee is$530.76 per new single family residential parcel. APPLICATION NAME: ELIZABETH PLACE PRELIMINARY PLAT - 3. Transportation Mitigation Fee:Transportation Mitigation Fee is$75.00 per new single family residential parcel. PROJECT DESCRIPTION: The applicant,LeRoy Surveyors&Engineers,has proposed subdivision of a 4. Erosion Control:Install and maintain temporary erosion control measures for all stockpiled or disturbed areas.The 72,826 s.l.(1.67 A)properly into 17 lots suitable for detached,single family houses. The property Is located at 1221 Temporary Erosion Control Measures must be installed and maintained throughout the duration of the project. Edmonds Avenue NE,in a Residential 10(R-10)zone,which requires between 7 and 10 dwelling units per net acre (du/a),and allows up to 13 du/a it all are detached units. Existing structures on the site would be removed.The project would require Environmental Review,Preliminary Plat approval,and administrative approval of a reduced public street Comments on the above application must be submitted In writing to Elizabeth Higgins,AICP,Senior Planner, right-el-way(from 50 to 42 feet wide). Development Services Division,1055 South Grady Way,Renton,WA 98055,by 5:00 PM on November 12,1999.This • metier is also scheduled for a public hearing en December 21,1999,at 9:00 AM,Council Chambers,Seventh Floor, PROJECT LOCATION: 1221 Edmonds Avenue NE 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 OPTIONAL DETERMINATION OF NON-SIGNIFICANCE,MITIGATED(DNS,M):As the Lead Agency,the City of cannot be submitted in writing by the dale indicated above,you may still appear at the hearing and present your Renton has determined that significant environmental Impacts are unlikely to result from the proposetl projeci. comments on the proposal before the Hearing Examiner.If you have questions about this proposal,or wish to be made Therefore,as permitted under the RCW 43.21C.110,the City of Renton Is using the Optional DNS(M)process to give a party of record and receive additional information by mail,please contact the project manager.Anyone who submits notice that a DNS-M is likely to be issued.Comment periods for the project and the proposed DNS-M are Integrated into written comments will automatically become a party of record and will be notified of any decision on this project. 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. , CONTACT PERSON: Elizabeth Higgins,AICP,Senior Planner(425)430-7382 PERMIT APPLICATION DATE: October 27,1999 • NOTICE OF COMPLETE APPLICATION: October 29,1999 ' (PLEASE INCLUDE THE PROJECT NUMBER WHEN CALLING FOR PROPER FILE IDENTIFICATION I APPLICANT: LeRoy Surveyors&Engineers;P.O.Box 740;Puyallup,WA 98372 OWNER: James Belmondo;1221 Edmonds Avenue NE;Renton,WA 98056 - PermitslReview Requested: Environmental(SEPA)Review,Preliminary Plat,Reduced right-of-way _ dedication .11-..rrr;•-Rlrl:3R- 11R* " "9r♦ Other Permits which may be required: Construction and Building Permits i..., g ;iA _ n %`...'A i Ill Requested Studies: Drainage Report,Limited Geolechnical Report fig;Ig 4� A S la. Location where application may be reviewed: Floor,10/BuSout Planning/Building/Public Works Division,Development Services Department,6'" :-1•Lil a I gy, p . e ), Floor,1055 South Grady Way,Revlon,WA 98055 a `, PUBLIC HEARING: Public hearing scheduled for December 21,1999,before the Renton Hearing 114,-51 ch/f/�z/ 3 Examiner in Renton Council Chambers.Hearings begin at 9:00 AM on the 7th !'t I'q'°.;,9•Na : `� floor of the new Renton City Hall located at 1055 Grady Way South. 6 rued _ fir n;' ,...-' .' r CONSISTENCY OVERVIEW: r n . :Q:d l t...8.... T.1. Analytical process ! ' ,.?- j �" t 11+•..`.' / , Project consistency refers to whether a project Is consistent with adopted and applicable development regulations,or in I qr��-- •-• ; • their absence,comprehensive plan policies.RCW 36.70B.110(2)(g)provides that the Notice of Application(NOA) �'°`� `Qy 9 7:•.1 I :;', Include a statement of the preliminary determination of a project's consistency with the type of land use,level of , �+,,',,�,rw�oo_ .\ development,Infrastructure,and character of development If one has been made at the time of notice.At a minimum, I '.-qe�,,c01171111 --Q ( every NOA shall include a determination of the project's consistency with the zoning,comprehensive plan and s'a,e.oa �0,� i ; PI development regulations. q• , ' �a 5:V Land Use: The current use of the land in the vicinity of the proposed project Is single family residential.The land use zone is Residential 10(R-10),which requires density at between 7.0 and 10.0 dwelling units per net acre(du/a),and allows up 10 13.0 du/a.The Comprehensive Plan land use designation is Single Family Residential.The proposed project,with a single family density of 12.62 du/a,would be consistent with the current land use,zoning,and Comprehensive Plan designation. NOTICE OF APPLICATION NOTICE OF APPLICATION CERTIFICATION I, I c. zI , , hereby certify that 3 copies of the above • document were posted by me in conspicuous places on or nearby the described property on 9 . Signed: _ ATTEST: Subcribed and sworn before me, a Nortary Public, in an or the State of Washington residing iri , on the day of ')D CJ. ) 3 4S . M. `:)t. .4, i` :CHEFF I.ii a..5 .;'•t NOTARY ARY PUBLIC STATE OF WASHINGTON ' MARILYN KAMCHEFF COMMISSION EXPIRES MY APPOINTMENT EXPIRES:6-28-03 JUNE 29, 2003 - - - - -,„_-- _ .,---p .0 11144 'et) ��• (Y 0 �u NOTICE OF APPLICATION AND PROPOSED DETERMINATION OF NON- SIGNIFICANCE (DNS) DATE: October 29, 1999 LAND USE NUMBER: LUA-99-150,PP,ECF APPLICATION NAME: ELIZABETH PLACE PRELIMINARY PLAT PROJECT DESCRIPTION: The applicant, LeRoy Surveyors & Engineers, has proposed subdivision of a 72,826 s.f. (1.67 A) property into 17 lots suitable for detached, single family houses. The property is located at 1221 Edmonds Avenue NE, in a Residential 10 (R-10) zone, which requires between 7 and 10 dwelling units per net acre (du/a),and allows up to 13 du/a if all are detached units. Existing structures on the site would be removed. The project would require Environmental Review, Preliminary Plat approval, and administrative approval of a reduced public street right-of-way(from 50 to 42 feet wide). PROJECT LOCATION: 1221 Edmonds Avenue NE OPTIONAL DETERMINATION OF NON-SIGNIFICANCE,MITIGATED(DNS,M): As the Lead Agency,the City of Renton has determined that significant environmental impacts are unlikely to result from the proposed project. Therefore,as permitted under the RCW 43.21 C.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: October 27,1999 NOTICE OF COMPLETE APPLICATION: October 29,1999 APPLICANT: LeRoy Surveyors&Engineers;P.O.Box 740;Puyallup,WA 98372 OWNER: James Belmondo;1221 Edmonds Avenue NE;Renton,WA 98056 Permits/Review Requested: Environmental(SEPA)Review,Preliminary Plat,Reduced right-of-way dedication Other Permits which may be required: Construction and Building Permits Requested Studies: Drainage Report,Limited Geotechnical Report Location where application may be reviewed: Planning/Building/Public Works Division,Development Services Department,6th Floor,1055 South Grady Way,Renton,WA 98055 PUBLIC HEARING: Public hearing scheduled for December 21,1999,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: Analytical process Project consistency refers to whether a project is consistent with adopted and applicable development regulations,or in their absence,comprehensive plan policies. RCW 36.70B.110(2)(g)provides that the Notice of Application(NOA) include a statement of the preliminary determination of a project's consistency with the type of land use,level of development,infrastructure,and character of development if one has been made at the time of notice. At a minimum, every NOA shall include a determination of the project's consistency with the zoning,comprehensive plan and development regulations. Land Use: The current use of the land in the vicinity of the proposed project is single family residential. The land use zone is Residential 10(R-10),which requires density at between 7.0 and 10.0 dwelling units per net acre(du/a),and allows up to 13.0 du/a. The Comprehensive Plan land use designation is Single Family Residential. The proposed project,with a single family density of 12.62 du/a,would be consistent with the current land use,zoning,and Comprehensive Plan designation. NOTICE OF APPLICATION 1 .- Environmental Documents that Evaluate the Proposed Project: An environmental checklist,drainage report,and limited geotechnical report have been submitted by the applicant for review. Development Regulations Used For Project Mitigation: The proposal is subject to the City's Environmental Review(SEPA)Ordinance,Zoning Code,Land Clearing and Tree Cutting Ordinance,Subdivision Regulations,Street Standards,Wetlands Ordinance,Public Works Standards,Uniform Building Code,Uniform Fire Code,and other applicable building and construction standards. These adopted codes and standards will function to mitigate project impacts. Proposed Mitigation Measures: ' The following mitigation measures will likely be imposed on the proposed project.Other mitigation may be required following further review of the project proposal. These recommended mitigation measures address project impacts not covered by existing codes and regulations as cited above: 1. Fire Mitigation Fee:Fire Mitigation Fee is$488.00 per new single family residential parcel. 2. Parks Mitigation Fee:Parks Mitigation Fee is$530.76 per new single family residential parcel. 3. Transportation Mitigation Fee:Transportation Mitigation Fee is$75.00 per new single family residential parcel. 4. Erosion Control: Install and maintain temporary erosion control measures for all stockpiled or disturbed areas. The . Temporary Erosion Control Measures must be installed and maintained throughout the duration of the project. Comments on the above application must be submitted in writing to Elizabeth Higgins,AICP,Senior Planner, Development Services Division, 1055 South Grady Way,Renton,WA 98055,by 5:00 PM on November 12,1999. This matter is also scheduled for a public hearing on December 21,1999,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 cannot be submitted in writing by the date indicated above,you may still appear at the hearing and present your comments 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: Elizabeth Higgins,AICP,Senior Planner (425)430-7382 PLEASE INCLUDE THE PROJECT NUMBER WHEN CALLING FOR PROPER FILE IDENTIFICATION r6TH St r 1 t- I .'n pg`tii• �246 .43 B,_NOR'' ,•l.-•---� ♦ 44 a pi A. ' �',*y{r 9•."1"i ..1, 21_0 ,,,2,ig ay-0 ' .--i,, I k rd.ID Li ,a,s I 3Z.ILn r....' e t..A . i• I y ��4' Z-,j I'',"!:LI�N- � _'C Lei , E•,! .k..r N a, jig. o... y' /� i..y:..jam' �•�eb.!`�.' . , . GNO L1 LJ El I ;kS 1 .„. �24 . gET_ep Ns a 9 4ti. - Y .. `!`fs,ea E9EL ASf S•�L 'L-!' • n,SJo °;° c� l.�, _ _ rF- .,o E ;:°,-..., 7 NOTICE OF APPLICATION .._.ram,,. » . .. ... .rw.. :.. ...vv-'—::w5;;n: ,+.„K d J.iS,Y ,.}"_tvn.-.-nv:v:na,va�:f,':\ �,: ,Y:€;4a :v..-;.:,�..:.^..K�-' a� r - _-s. ....,..'....n.:,.-.. :2 4ass�....*.:.,..... n .�8- w T�� ':' v� - ma. • vsm' ':i :�'-li!-iyS:;Ci_ - �.+:i."r,v'a J._xv_ h�aY•,,`.•,:-o}%s'::.Y•R.,, , x .:.a-' ' sui,✓ k♦P n :�.*e- t .a ` xr- .. .�Z .,. .•. .,,, - ,.-. _ s . .\y. }*�:*• x i �"`if .;i S :-`i , - • .:: :.. , " -:•:E K-,ar�" 4 anb7a: ' * » S w _ :u Y. Vl� . .._ , : .y�4% `aV «:: . n,a4Yh »F x . h,,w;, Ol? . x i%+rx xNli K `u Y Kaxd , t \,, ,, ? S .v v`:tl::- :=}vS v _Y.: , Y , ,- ; . ' • 'i�t" ,�- , ,•' ) � hLN�• �Ti.'1. {, Y 5i:Sw::uyr," .,».t, 's °cM • ttCJFlY £ , ,;,u . ,�i y am ? J # }:�:' t. . . - :i,;_'� ,_ . . ;- - J o � Ya -Gs'.':Fs s:fces3 . ,.�,MS-:.-:::::.-:;>:.;.;n _J.. ., ,.:,-4.,. .�,J..x;-;-.::-. ------ "bJ' . -._. [i ki; , t� _'... i:_}.:::;.- , , / ,2� .,G� Vitt: :-,:- -__ - :---7" i:.... y.a .wlv -. -„: :x' ;y� jc ; • Vi „ ; . x:a Ub : - v f - Y � + , u nkus-t - . .� . _ , vca. 4:>o,:n x„ . : u f & . , : : 0.5> ,,t air ¢. n-.ab.b.t».,fC,:6:okx �� :. .a,.,.,:u-w�,,�:Y:,, t.;;3C<i.v:ar.._a.,tv:.:-:.....>-_,::..::.,;.•,-:..:-.:: ._..:.>T��- :--.- .^ YlC,}.w}yy , x_xl:.x..,.:,::: . ""i.. .- .. . •rcry of/rit:tlGgY, :4t.i:!ti`" :[•\'O:G•>}YR•]4•:S ,Y.H.•:t�- _ _ sue;. f•'! - ...-,.. :. ..,,.,.,,..,.,.. as � :,�,:_,�-,:-,,,,-,.,.,:.,'.-;.. . s:...::.,--""',,,,u�:v :� itant w:.•• .!4:;T2• S.E}:+.'44fi..Y�S:Y'715y 2y,.�Y, �ti. `-?.+-^�•+''--','T'y.�y.:"ae �t)Y';,YT�S �T�}}' v') '•iC-•`:�i�vy�= . .:;: ..n..v."i(.v:.�?`.... ...... ..... ..�-� � el4iM .. . PROJECT OR DEVELOPMENT NAME:Q1�")•1R S�e�:�Q�1�1�0I�P.:�QK.iGkatk:'. 8[9%,'W'dty..'852�]fi�0;.�2dk3gPAV•;:33h;�c,':�:rzb; ..,... " • NAME: - . . Elizabeth Place James Belmondb _ __ • - . . PROPERTY/PROJECT ADDRESS(S)/LOCATION: ADDRESS: 1221 Edmonds Ave N.E. • '• _ • 1221 Edmonds Avenue N.E. Renton,WA.98056 CITY_ gyp_ KING COUNTY ASSESSOR'S ACCOUNT NUMBER(S): ' Renton, WA 98056 Parcel A 334390-0322-02 Parcel B 334390-0324-00 TELEPHONE NUMBER: EXISTING LAND USE(S): . • 4��—�55-777Q 901 Vacant, Residential -thy::,+ -- -= -- - - -- - ;; � _----_- -}�; . 2x ' !-.i - i.,.� •�' ��.- '"'` "�v�VE 101 Residential Single Family Residnential PROPOSED LAND USES: • NAME: Single Family Detached • COMPANY(if applicable): LeRory Surveyors&Engineers EXISTING COMPREHENSIVE PLAN MAP DESIGNATION: P.O. Box 740 • - ADDRE55: PROPOSED COMPREHENSIVE PLAN MAP DESIGNATION(if applicable): Lark �T F1�'i'';;':1�l• • 98372 �j %r�-oP,�E� �, -t- 01 I. CITY: Puyallup,WA • ZIP: EXISTING ZONING: ctT`f®� �`` ` .0 • • R-10. °CI- t 'I �� . TELEPHONE NUMBER: (253)848-6608F V ED • PROPOSED ZONING (if applicable): ' ::iiiS�r ,> H = > :--�-;, -:4„- ff ';t• 2x, ::,;. R— 0. . tf;wfi�:?''6 ;3t >: 4, -`�C-:`r.};�i,..-.,�A7--v',w `...' ,� - - ::.'i.:K•..K.y. ?T' ... "wz..n.-..-.,.�� :5 LK^..mot::^-�:a.,•,-♦••l. �' ... - NAME: _ Brad Olschelfski SITE AREA(SQ.FT_OR'ACREAGE): - 1.67 Acres'%72,826.Sq. Ft. • COMPANY'(if applicable): Arcarius Homes PROJECT VALUE:;, • $1,000,000.00' ADDRESS; 6947 Coal Creek Pkwy #257 IS THE SITE LOCATED IN THE AQUIFER PROTECTION AREA? Nat tv-eer ai,a k.4 ye-s, z - 2 CITY: .New Castle,-WA ZIP: 98059 • IS THE SITE LOCATED IN ANY OTHER TYPE OF ENVIRONMENTALLY • SENSITIVE AREA? . TELEPHONENUMBER: - Not to our knowledge • ' (425)746-5471 - ] • :i`•:::..v:......... v:m�v. .._.......tRlS.:' i t�e`� : ' r � .� /�y�j/�yQ�y "'�� v^'^^`"'(•a .. �-v...:..............�i�. ..:. .S,Yw�,nWFmm,.wvv:..,.i:,..v.—.._"_.___._.............. . 1S� �� '3 gr {+.....�ct'�� PARCEL A:The north half of the south half of Lot 211, C.D. Hillman's Lake Washington Garden of Eden Addition to the City of Seattle, Division Number 4, •according to the plat thereof recorded in Volume 11 of Plats, page 82 in.King - - County,Washington. • - • PARCEL B:The south half of the south half of Lot 211, C.D. Hillman's Lake Washington Garden of Eden Addition to the City of Seattle, ' Division Number 4, according to&the plat thereof recorded in Volume 11 of Plats, page 82 in King County,Washington . :4'._;y;; .«._�xY.. '-a'xs'`,tp. __ •n'�.:•-` c`a•n�st.� .c-„ :)�;:g. / - ,• ��'y •YS•-.' _ - ;$2.�; :).a)n , }.�L� y�_8 A sue• ""' .;.�`�-` h,�',.,v. $in,'a:$.:,,.- _ ___•�:- �, _ +}'„ ,..sJ::xtii$m;=r:;h ...;�uY' .'ni:=�i� v-w:v,..nvy:;v:{.:::x-.;nv w.\:'v-\:.�`. ,},,• •. .:.....i.:4;.�v i.:,,:, ,_.,...}t:+� :3+$::v ii�`t ,?/f.• ;4$m ...-v.,-__ _ 'th L•Ji4�_i4fi.3...is. __ ',:-F`.`ir n _ _ --'�<' sue' FP�:::. ii _ _ANNEXATION $ SUBDIVISION: _COMP. PLAN AMENDMENT. $ • _REZONE $ _LOT LINE ADJUSTMENT $ _SPECIAL PERMIT $ _SHORT PLAT' $ TEMPORARY PERMIT $ yENTATIVE PLAT $ CONDITIONAL USE PERMIT $ PRELIMINARY PLAT $ WOO ._ _SITE PLAN APPROVAL $ _ FINAL PLAT $ GRADE & FILL PERMIT $ (NO. CU. YDS: ) PLANNED UNIT DEVELOPMENT: $ _VARIANCE • • $ . (FROM SECTION: ) PRELIMINARY • _WAIVER $ _ FINAL _WETLAND PERMIT $ �'. _ROUTINE VEGETATION MOBILE HOME PARKS: $ MANAGEMENT PERMIT $ _BINDING SITE PLAN $ SHORELINE REVIEWS: • _SUBSTANTIAL DEVELOPMENT $ . • CONDITIONAL USE $ • ___VARIANCE - $ - ___EXEMPTION $No Charge ENVIRONMENTAL REVIEW $r &b.e0 — REVISION $ ' .a...• >+.00�. ,..,x. ;c:..nn. ..... ,.., --.,�„-:-._.,•�:.;'-='---._:�-:: --:.: - _: ..- : .: y,•:�:;^ - - '.�<: :ct�.:;ucac: ugh - `.:.}'�,',,QY TtR{.:r}rY } _ ��y 3h:.. `R}f\'- .. `�i. ""'h.'`',,A:` �:..::. ?OF:i h�'�:1?}„i4`•:�/�`¢2• 4:-Y. r4:,,t..n .e .. .. , ' . 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(Print e) James BelrrondQ ,declargtfia't IEm( :heck one)Xthe owner of the property involved in this application,_the authorized representative to act for the prope ker(plea • Wavle) roof of authorization),and that the foregoing statements and answers herein contained and the information herewith subm tt r' 1C00 .t. .F u41 and correct to the best of my knowledge and belief_ i ;• ...... /.10TAR)• 9n'. /j U co• .ATTEST: Subscribed,and sworn to before me,a Notary Public,in and James Belmondo it PUBLIC 2 for the State of WA residing at. 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EXISTING LAND USEIS): 425-255-6836 901 Vacant, Residential ;;kk;,,::: t-};::-:::i.:;.}:-}:-:t-}:_-.. -::_:-:tti;:}:it:-}:a;;:}:._-:,:-»�:,,,,;-: :.:;. s:sus;io,,w,...:„Rw m:ga. V'= W ! -wiv'::i--:: 101 Residential Single Family Residnential . PROPOSED.LAND USES: • ' NAME: ' ' • Single Family Detached COMPANY(if applicable): LeRory Surveyors&Engineers EXISTING COMPREHENSIVE PLAN MAP DESIGNATION;' q , •ADDRESS: P.O. Box 740• - • ��y.�Q . PROPOSED COMPREHENSIVE PLAN MAP DESIGNATtOtItf ip icabie): 98372 N'� 0r ,,.<., CITY: Puyallup,WA ZIP: EXISTING ZONING: �• � � . DIII ' V0 R-10 � <5 c TELEPHONE NUMBER: (253)848-6608 • ��/ .� L PROPOSED ZONING (if applicable): tatty 'z<;ZV • NAME: Brad Olschelfsk) SITE AREA(SQ.FT_OR ACREAGE): . • • 1.67 Acres/72,826 S . Ft. COMPANY'(if applicable): Arcarius Homes PROJECT VALUE: . $1,000,000:00 ' .. ' . ADDRESS: 6947 Coal Creek Pkwy #257 • IS THE SITE LOCATED IN THE AQUIFER PROTECTION AREA? Yes 20nr.- Z. CITY: .New Castle, WA ZIP; 98059 . - IS THE SITE LOCATED IN ANY OTHER TYPE OF ENVIRONMENTALLY • • • SENSfTIVE AREA? , TELEPHONENUMBER:___. _ ' Motto--our knowledge _.__--. ---... (425)746-5471 _.-_- :_____;' - -' .. •-' • ;..o- • 1A,, .,:...-..... `�`..,..•nrsde:.t....-,:::::.,:•:....:: , �,•:�.�....':-..-)iS-• •. ,#'L -as „• ter— t ,<+.`s. •53 .a . PARCEL A:The north half of the south half of Lot 211, C.D. Hillman's Lake • Washington Garden of Eden Addition to the City of Seattle, Division Number 4, • according to the plat thereof recorded in Volume 11 of Plats, page 82 in.King ' County,Washington. PARCEL B:The south half of the south half of Lot 211, - C.D. Hillman's Lake Washington Garden of Eden Addition to the City of Seattle, • Division Number 4, according to-the plat thereof recorded in Volume 11 of Plats, page 82 in King County,Washington ... � '- 3 4c•"'•�,\:-�,''A,. • • ' ' 'r� eY . , r� I G " �� .`rs y'' . . �` gl xm.: :-- �..» . '\ F f r �r ' � . " ..c :. :SA-p, Y '^ ::;va.. C } y"' ��i>:>�tµ-1.;: E>yw)r:.'<Y, )�:_ . �M. •l:a.$> vdTmt`h ; F�x? lN?�i }, \; :!.!i), n�laip0?v74 � te34 ZY �S :a. L ,4 \ �t:{ Fv •:i*,•�:,�<P -. . : tia �w:> 4�e ,,a _ v4 ap;�y: •n? •' 1 a d _ANNEXATION t SUBDIVISION: • _COMP. PLAN AMENDMENT. $ • _REZONE S _ LOT LINE ADJUSTMENT $ _SPECIAL PERMIT $ _SHORT-PLAT $ 5 —TEMPORARY PERMIT $ TENTATIVE PLAT $ • —CONDITIONAL USE PERMIT $ • PRELIMINARY PLAT $ 267G� - . _SITE PLAN APPROVAL $ _ FINAL PLAT $ _GRADE & FILL PERMIT $ (NO. CU. YDS: 1 PLANNED UNIT DEVELOPMENT: $ • VARIANCE ' - $ . - (FROM SECTION: ) _ PRELIMINARY _WAIVER $ FINAL _WETLAND PERMIT $ • ROUTINE VEGETATION MOBILE HOME PARKS: $ MANAGEMENT PERMIT $ _ BINDING SITE PLAN $ . SHORELINE REVIEWS: . •_SUBSTANTIAL DEVELOPMENT $ . CONDITIONAL USE $ - . _VARIANCE $ -EXEMPTION $No Charge X ENVIRONMENTAL REVIEW $ t5C)r 6t\ REVISION $ • • ..iS. c .. • ...:d..ndn±t� ..,.......1..........:r....>::;->:-:.c>:-:±:n»n•.>, xi:;a:.v..:x.,.::; Nr.><,u;.rn:,uww: R•x�,>Ynu,. r•-:w:s;::+•- :•n ,Yc-. ,t;,> o. .!\r t���nk�r�y Fr'. �t32s. i.'vrtu,dn, .' ^6? tL:.< .............. ......... ...... ,.:.. :::.,...,...---.r'u..,.: s'14��;»:,rmv.:<•..,r>:w ow: ....:::Kt�; w<�2cS%a .,.. rn,..3.,,a.-.:, I,(Prins Narne) William BeZriofdodeciare that I am(please-check one) Xthe ovtsner of the property Involved In this appiioation,_the authorized representative to act for the property own '(pleaseA ach proof of authorization), and that the foregoing statements and answers herein contained and the information herewith submitted.i ken r( mo ue and correct to the best of my knowledge and belief. • r • `�.,••010N i, • NOTAR�y�9' IOj ATTEST: Subscribed and sworn to before me,a Notary Public,in and . ,i William Belmondo :Col n ,for the State of WA resid)ng at (Name of Owner/Representative) • • PUBLIC � ?e t. 0� � :on tne26t�ay of . '(SYgnature of Owner/Representative) tj TF • ' ••�J_' % 4J2 , ,/‘...er-h.,..-6--- . • . t', WAS = • (Signature of Notary Public) vfi rnS » :......m....:n:...m. a4M.....,,.,....:•..:.:n....+...=...\...,....:v.a."..:..;.':,.M- C ,1 ( .» :x \ iSi' k„ d - x w,> ?.,..a iR n • v-•:fi w 'a n ::1444r.-V,Q:.•. :.:,,.'.: ,. , :.,... K,L : rrr\. .,. . b1 in ..` ! mT , 6•„: �r >i na�r% vr< ;; » v :nh ��>se�� aa +Yr�.o. � ofe : . AN ;+:tiIi _` ' \ tr - ,sr_� ' .•n„>.;.a N. r'z .,iYt,. r�t..�Maw. i.><�,.. :., :• :: .Y:4::: . :::::: �' . �. 'Y , . gig_ w_�;- :k "•><���' `pg;.=ter�:-e �-\n•r r3, ±;�r1'.uw i � " �7i - ..:;ryx�' >��:? C� •in•��: ‘R>•:^ ::.:< .:.::- i:i= k :^'-:.,, ..;r. : -na- �- .• ,:hb'Y '-'0 ;�Up „ ''Vk�= � >�.� )*AS�c �� ��:\ �. . r � t 3sA �' „ : ..HN .:.. ..ry: ,.......... :,/,:A^taYvvii:--�ina :i.. M�'• -- -• .ntf-.:� ti'. °.`K. 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MASTEAAP.DOC REVISED 8f97 ._ - • LEROY SURVEYORS & ENGINEERS, INC. &E Planners • Engineers • Surveyors • Architects • Cartographers GPS ♦ GIS • Environmental&Urbanization Consultants • October 26, 1999 ��� `� '^� Project Narrative ECE •�E® . o Project name, size and location of site The project is.named Elizabeth Place.It is 1.67 acres in size and is located on the northwest corner of Edmonds Avenue NE and NE 12th Street in the City of Renton. o Zoning designation of the site and adjacent properties The site is zoned R-10 and the adjoining properties are zoned R-10 to the south,R-8 to the north and west,R-8(P) to the east and RM-C to the southeast. ❑ Current use of the site and any existing improvements The site is currently vacant and existing structures will be removed. o Special site features (i.e. wetlands, water bodies, steep slopes) The site has no special features other than areas of steep slopes and some existing concrete walls. See geotechnical report for details. o Statement addressing soil type and drainage conditions Please see detailed drainage report for this information. ❑ Proposed use of the property and scope of the proposed development(i.e.height, square footage, lot coverage,parking, access, etc.) The property will be utilized for single family detached housing served by public streets, sanitary sewer,water, and storm drainage. The buildings will be two story with one or two car garages and will contain 1,200 to 1,900 square feet of living space. Parking for a minimum of two cars will be provided in the driveway and/or garage for each lot. o Proposed off-site improvements (i.e. installation of sidewalks, fire hydrants, sewer main, etc.) The sanitary sewer will be extended from offsite to the west of the plat to the site.No other off-site improvements are contemplated. 1103 Shaw Road,Puyallup,Washington 98372 • P.O.Box 740,Puyallup,Washington 98371 253.848.6608 • fax 253.840.4140 ♦- www.lseinc.com • paul@lseinc.com Project Narrative October 26, 1999 Page2 ❑ Total estimated construction cost and estimated fair market value of the proposed project. It is estimated that the total construction cost will be $700,000 and the fair market value will be approximately$1,000,000. o Estimated quantities and type of materials involved if any fill or excavation is proposed: Existing fill identified in the geotechnical report will be removed or recompacted as required. Total excavation on site is composed of approximately 4,600 cubic yards of cut and 5,500 cubic yards of fill. Fill material will be in form of imported gravel,paving and concrete. No offsite earthen fill material should be required. o Number, type and size of trees to be removed. The number type and size of existing trees are shown on the preliminary plat. Most, if not all of the existing trees will be removed during construction. ❑ Explanation of any land to be dedicated to the City. The on-site right-of-ways and Tract A will be dedicated to the City for road and storm drainage purposes. 1103 Shaw Road,Puyallup,Washington 98372 • P.O.Box 740,Puyallup,Washington 98371 253.848.6608 • fax 253.840.4140 • www.lseinc.com • paul@lseinc.com . LEROY SURVEYORS & ENGINEERS, INC. &E Planners • Engineers • Surveyors • Architects • Cartographers GPS • GIS • Environmental&Urbanization Consultants October 26, 1999 Construction Mitigation Description ❑ Proposed construction dates (begin and end dates) The project is proposed to begin construction in March of 2,000 and complete by December of 2,000. ❑ Hours of opertaion • 7 am to 7 pm. ❑ Proposed hauling/transportation routes Construction traffic should be limited to NE 12th St., Edmonds Ave. NE, and Sunset. o Measures to be implemented to minimize dust,traffic and transportation impacts, erosion,mud,noise and other noxious characteristics. Standard erosion and dust control measures as required by the City of Renton and King County will be implemented to minimize dust,traffic and transportation impacts, erosion, mud, noise and other noxious characteristics. o Any specialty hours proposed for construction or hauling (i.e. weekends, late nights), and preliminary traffic control plan. No special hours are proposed. Temporary signage and/or traffic control will be provided if required. OENELOPMEPJT PL'-1N J1NG CITY OF RENTON OCT 2 1999 ECEIVED 1103 Shaw Road,Puyallup,Washington 98372 • P.O.Box 740,Puyallup,Washington 98371 253.848.6608 • fax 253.840.4140 • www.lseinc.com • paul@lseinc.com • :VELOPMENT SERVICES DIVISION WAIVER OF SUBMITTAL REQUIREMENTS FOR LAND USE APPLICATIONS . .. .............. ..... >.LAND::USEP:E.RMI..T<S.UBMITTAL >i>[>ll:WAI.V.E:D<i > . OD.IFI.ED: :;::.:.:::;;;;::.:::.::.;:.:;:;;:R R ENT. ...................:............ .......... .Y,.......... ............ .Y.,........... ...............................................:......:...:::::::::::::::::._:::::..:.:......... Calculations, Survey, Drainage Report 2 Elevat o>:s itectural iJo'" '> >> z< < > Elevations, Grading 2 > Existing Easements (Recorded Copy) 4 Floor Plans 3AND4 Grading Plan, Conceptual 2 Gradin., a:: King County Assessor's Map Indicating Site4 Legal Description 4 Mailing Labels for Property Owners 4 • Ma ;of:Existi :Site:>:Conditio a:s Master Application Form 4 Parking, Lot Coverage & Landscaping Analysis 4 Postage 4 PublcWorks'."`` rovalLet `2`A ter. ......... ................ .:.:::::::::::..::...:.:..:. ............................... ....................... .... Title Report or Plat Certificate 4 • To o ra Ma 5 :contours .s h Traffic Study 2 ,eri.K3 Tree<Cuttin Ne etation:Clearin ::Plana Utilities Plan, Generalized 2 Wetlands Planting Plan 4 C59 �7 tr•�� . tlands. d . This requirement may be waived by: 1. Property Services Section PROJECT NAME:— ! r 9' ' /�/ l Place_ . 2. Public Works Plan Review Section p 3. •Building Section - DATE: In '•27w - 4. Development Planning Section h:\division.s\develop.ser\dev.plan.ing\waiver.xls • • iii •:::i i;ii:::: •;::••••••%::<::::>.:i;;::::::: i ::ii:'<::;::::::;::i.'•ii:.'•:ii.`i:::;;:ii:5::;:::::::::::::i::iii;:::::s:.>:.:�::.>::.>:.::.:::>:;.>:tt.>:.: • i:;>::::::::::':::::. :::::::G:iii::<;,•';;?+.::;:::5:;:::iiii::::':;F::�i>::i:::::::is::::%::::::i::::::R:::t::'t::::�::i:::.y::.:.::i::.:S::..:::'��".��::::.:•.: :::::::::::::::::isi:::::::i:::i:::::::::#5i;:::::::�::i�:::;::::::::::::i'iiiii:::::::;:::;:iii:>:i:`�::�iiiiiiiiii:<:::�>:t.::.:.'::.���::��t��. ... ..................... ....... ....:.::.:::::::.::.::a:::::•;::•::::a::"::;•::::::"::::•igi iii:is is iSi.':i;:i:;:i£:C:i is ii>:''g:t % ` :::%>:: :;::::•'::::fr::::::#%:6.'•iii:::::::: ::i::::::::::::::: 3i�:::{>::%;::i:;:::;;%::<.:::::;:;:i : ::::::;::;:ii::i: '�'::::::;::i:::i::::? : I `C11 " 0 yn FLU 1 C� C� STATE OF WASHINGTON r 1') r c COUNTY OF KING ) V,.� B R OLSCHEFSKI , being first duly sworn on oath, deposes and says: • 1. On the 25TH day of OCTOBER , 19 99 , I installed public information sign(s) and plastic flyer box on the property located at 1221 EDMONDS AVE NE, RENTON, WA 98056 for the following project: • ELIZABETH PLACE Project name ARCARIUS HOMES, LLC Owner Name 2. I have attached a copy of the neighborhood detail map marked with an "X" to indicate the location of the installed sign. • 3. This/these public information sign(s) was/were co r ted and installed in locations . in conformance with the requirements o ,p7Title f ton nicipal Code. • staller Signatu SUBSCRIBED AND SWORN to before me this 22ND day of OCTOBER , 19 99 . OFFICIAL SEAL STEPHRNIE J.Qoti1/EPJ I NOTARY UBLIC in and or the State of Washington, Notary Public—State ofK'ashic;,tan residing at RENTON . My Commission Expires 2-19-00 My commission expires on 2/19/00 PUBSIONS.DOC - REV.7198 - . w _ 6. Responsibility for Update of Sign and Installation of Notices of Environmental Determination and Public Hearings: Once the basic sign, laminated site plan, and plastic case have been installed by the applicant, the Development Services Division will post a laminated notice of the project's acceptance at the site as well as fill the plastic case with loose copies of the same notice. The Development Services Division will subsequently be responsible for posting any environmental determination, notice of hearing, and final decision. Several local companies that provide laminating services,are Graphics Laminating (425-251- 3583), Highland Packaging Center (425-226-7573), and Kinko's Copies (206-244-8884). 7. Return of the Plastic Flyer Case to the Development Services Division: • The plastic case must be returned to the Development Services Division (6th Floor) prior to plat recording. T• c ' • . NOTICE FOR ALL NEW PLATS AND SHORT PLATS The Post Office wants to be involved in helping you locate your mailboxes before construction begins. Please take a copy of your plat map along with this form to the City of Renton Post Office, 314 Williams Avenue South, for their sign-off. Before we can approve your plat we must have the signed copy in our file. This procedure will save you time and money later if you get approval now. . • Propery Location: ' {?--robe l\ • Owner's Name: Phone#: Project#: ,� r Post Office Approval: Iv�nK�1M litai\ Date: [01/Z7`69 Al.RENpo anyOCT g z 27 a . 0 1999 �o`° O g §LoAi (a'— 7 / /JP27-f-/ ,97 b(0 /. "o T baps 5 67- fie- -T,q ' k 0/9h • • D Sc OCREA`' • 99 • ° Ve° ARCARIUS HOMES, LLC Telephone 425-746-5471 6947 COAL CREEK PKWY.S.E. PMB 257 NEWCASTLE, WA 98059 City of Renton Development Services Division 10-27-99 Per. RMC 4-6-060 Para. R 3 (a&b)Reduced Right of Way Dedication. The extra area from the reduced right of way allows for full utilization of the property as allowed per 4-2-110-f 13 dwelling units per net acre . This plat will have a density of 12.62 units of detached single family dwellings per net acre. The full right of way width of 50'will not be needed for current or future development and will have no detrimental effect on Fire,Police or other services. Brad Olschefski Arcarius Homes,LLC op, �YoFiT4�4/4✓/N OCT 04/ 19949 GAF®V CITY OF RENTON DEVELOPMENT SERVICES DIVISION ENVIRONMENTAL CHECKLIST A. BACKGROUND 1. Name of proposed project, (if applicable): Elizabeth Place 2. Name of applicant: Arcarius Homes 3. Address and phone number of applicant and contact person: Contact Person: Brad Olschefski Applicant Address: Box 257, New Castle, Washington 98059 Phone: (425) 746-5471 Agent: LeRoy Surveyors & Engineers, Inc. do Paul Green, P.E. Address: P.O. Box 740, Puyallup, Washington 98371 Phone: (206) 848-6608 4. Date checklist prepared : October 26, 1999 5. Agency requesting checklist: City of Renton, Development Services Division 6. Proposed timing for completion of the proposal (include phasing if applicable): Maximum of 5 years to final plat. 7. Do you have any plans for future additions, expansion, or further activity related to or connected with this proposal? If yes explain. No. 8. List any environmental information you know about that has been prepared, or will be prepared, directly related to this proposal. putIN;ING None. p�!E aEgVON ® Ci-tt ®F 1 , 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. 10. List any government approvals or permits that will be needed for your proposal, if known. SEPA Determination of Non-Significance. Review and approval of clearing and grading, road, storm drainage, sanitary sewer, and water plans. Building Permit review and approvals for houses and monument signs. Any other permits and/or approvals customarily required in the City of Renton for the development of a of a single family subdivision and the construction of houses. 11. Give a brief, complete description of your proposal, including the proposed uses and the size of the project and site. Subdivide 1.67 acres into 17 single family lots with a minimum lot size of 3,000 square feet. 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 sire(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. Address: 1221 Edmonds Avenue NE, Renton, Washington 98056 Section: 5 Quarter: SE 1/4 Township: 23N Range: 05E Tax Account Number: Parcel A: 334390-0322-02 Parcel B : 334390- 0324-00 • Legal Description: PARCEL A: The north half of the south half of Lot 211, C.D. Hillman's Lake Washington Garden of Eden Addition to the City of Seattle, Division Number 4, according to the plat thereof recorded in Volume 11 of Plats, page 82 in King County, Washington. PARCEL B: The south half of the south half of Lot 211, C.D. Hillman's Lake Washington Garden of Eden Addition to the City of Seattle, Division Number 4, according to the plat thereof recorded in Volume 11 of Plats, page 82 in King County, Washington. 2 B. ENVIRONMENTAL IMPACTS 1. EARTH a. General description of the site (circle one): Flat, rolling, hilly, steep slopes, mountainous, other Hilly. b. What is the steepest slope on the site (approximate percent slope)?. 54% 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. Indianola loamy fine sand. d. Are there surface indications or history of unstable soils in the immediate vicinity? if so describe. Not to our knowledge. e. Describe the purpose, type, and approximate quantities of any filling or grading proposed. Indicate source of fill. Existing fill identified in the geotechnical report will be removed or recompacted as required. Total excavation on site is composed of approximately 4,600 cubic yards of cut and 5,500 cubic yards of fill. Fill material will be in form of imported gravel, paving and concrete. No offsite earthen fill material should be required. f. Could erosion occur as a result of clearing, construction, or use? If so, generally describe. Some erosion may occur during construction. Standard temporary erosion and sedimentation controls required by the City of Renton should minimize impacts. g. About what percent of the site will be covered with impervious surfaces after project construction (for example, asphalt or buildings)? ±46% h. Proposed measures to reduce or control erosion, or other impacts to the earth, if any: - Erosion will be kept to a minimum using standard erosion control measures as necessary and as required by King County and the City of Renton. An erosion control plan will be prepared by a Civil Engineer prior to any clearing and grading and will be implemented through the completion of construction of the roads and storm drains. 3 , 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. Some emissions will result from the use of construction equipment. Automobile emission will increase as expected, but will be normal for low density single family development. Wood smoke emission will result from the operation of fireplaces in the residences within the project.b. Are there any off-site sources of emissions of odor that may affect your proposal? If so, generally describe. None known. c. Proposed measures to reduce or control emissions or other impacts to air, if any: Restrict the use of construction equipment to normal working hours. During construction the site will be watered if required to reduce dust levels. 3. WATER • a. Surface Water: 1. Is there any surface water body on or in the immediate vicinity of the site (including year-round and seasonal streams, saltwater, lakes, ponds, wetlands)? If yes, describe type and provide names. If appropriate, state what stream or river it flows into. None known.. 2. Will the project require any work over, in, or adjacent to (within 200 feet) the described waters? If yes, please describe and attach available plans for this work. Not to our knowledge. 3. Estimate the amount of fill and dredge material that would be placed in or removed from surface water of wetlands and indicate the area of the site that would be affected. Indicate the source of fill material. Not applicable. 4. Will the proposal require surface water withdrawals or diversions? Give general description, purpose, and approximate quantities if known. Not to our knowledge. 4 5. Does the proposal lie within a 100-year floodplain? If so, note location on the site plan. Not to our knowledge. • 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. None anticipated b. Ground Water: 1. Will ground water be withdrawn, or will water be discharged to ground water? Give general description, purpose, and approximate quantities of withdrawals or discharges, if known. None anticipated. 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. None anticipated; site is to be served by sewer. c. Water Runoff (including storm water): 1. Describe the source of runoff(including storm water) and method of collection and disposal, if any (include quantities, if known). Where will this water flow? Will this water flow into other waters? If so, describe. The only source of runoff anticipated will be from the impervious surfaces created by the construction of residences and public roads. These flows will be collected via public storm drains and routed to an infiltration facility and private individual drywells for roof drains. See drainage report for details. 2. Could waste material enter ground or surface waters? If so, generally describe. Not to our knowledge. d. Proposed Measures to reduce or control surface, ground, and run off water impacts, if any: All work on the site will be in conformance with local, State & Federal codes and regulations. , 5 4. PLANTS a. Check or circle types of vegetation found on the site: deciduous tree:\alde..,\ .ap7. , aspen, other evergreen tr • ;)ce ar, pine, other shrubs grass pasture crop or grain wet soil plants: cattail, buttercup, bulrush, skunk cabbage, other waterplants: water lily, eelgrass, milfoil, other other types of vegetation b. What kind and amount of vegetation will be removed or altered? Most of the vegetation could realistically be removed during grading operations and building construction. c. List threatened or endangered species known to be on or near the site. None known or apparent. d. Proposed landscaping, use of native plants, or other measures to preserve or enhance vegetation on the site, if any. Landscaping of the lots after construction will be left to the individual • owners. 5. ANIMALS a. Circle any birds and animals which have been observed on or near the site or are known to be on or near the site: Birds: hawk, heron, eagle, songbirds, other. Birds native to Western Washington Mammals: deer, bear, elk, beaver, other domestic pets, rodents Fish: bass, salmon, trout, herring, shellfish, other. b. List any threatened or endangered species known to be on or near the site. None known. c. Is the site part of a migration route? If so, explain. . Not to our knowledge.. d. Proposed measures to preserve or enhance wildlife, if any: Conformance to local, State & Federal codes & regulations. 6 • 6. ENERGY AND NATURAL RESOURCES a. What kinds of energy (electrical, 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. Electrical heat & energy and/or natural gas heat are anticipated with the possibility of some wood stove backup. b. Would your project affect the potential use of solar energy by adjacent properties? If so, generally describe. No c. What kinds of energy conservation features are included in the plans of this proposal? List other proposed measures to reduce or control energy impacts, if any: Use of energy efficient building techniques and materials. 7. ENVIRONMENTAL HEALTH a. Are there any environmental health hazards, including exposure to toxic chemicals, risk of fire and explosion, spill, or hazardous waste, that could occur as a result of this proposal? If so, describe. None to our knowledge. 1. Describe special emergency services that might be required. None anticipated. 2. Proposed measures to reduce or control environmental health hazards, if any: None. b. Noise 1. What types of noise exist in the area which may affect your project (for example: traffic, equipment, operation, other)? Existing single family residential traffic. 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 during construction - normal for construction of single family subdivisions. Long-term noise will increase due to increased residential traffic during daylight and evening hours. 3. Proposed measures to reduce or control noise impacts, if any: Restrict use of construction equipment to normal working hours. 7 8. LAND AND SHORELINE USE a. What is the current use of the site and adjacent properties? Current uses on and adjacent to the site are single family residential, vacant land and the John McKnight Middle School. b. Has the site been used for agriculture? If so, describe. Not to our knowledge. c. Describe any structures on the site. Existing residential structures to be removed d. Will any structures be demolished? If so, what. Existing residential structures to be demolished. e. What is the current zoning classification of the site? R-10 f. What is the current comprehensive plan designation of the site? Undeternli.ned 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. Not to our knowledge. i. Approximately how many people would reside or work in the completed project. (171ots)(2.5 persons/lot) = ±43 people. j. Approximately how many people would the completed project displace? None. k. Proposed measures to avoid or reduce displacement impacts, if any: Not applicable. I. Proposed measures to ensure the proposal is compatible with existing and projected land uses and plans, if any: Conformance to local, State & Federal codes & regulations at time of application. 8 9. HOUSING a. Approximately how many units would be provided, if any? Indicate whether high, middle, or low income housing. 17 homes will be provided. b. Approximately how many units, if any, would be eliminated? Indicate whether high, middle, or low income housing. None. c. Proposed measures to reduce or control housing impacts, if any. Conformance to all local, State and Federal codes & regulations. 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? Height: 35' Proposed exterior building materials are wood and composite siding. b. What views in the immediate vicinity would be altered or obstructed? None known. c. Proposed measures to reduce or control aesthetic impacts, if any: Use of contemporary building materials (i.e. wood, brick, stone etc.) 11. LIGHT AND GLARE a. What type of light or glare will the proposal produce? What time of day would it mainly occur? Light will be produced from the project from residences, exterior lights and automobiles, which will be normal for single family developments. These lights will be produced mainly during the early evening hours. b. Could light or glare from the finished project be a safety hazard or interfere with views? Not to our knowledge. c. What existing off-site sources of light or glare may affect your proposal? None d. Proposed measures to reduce or control light and glare, if any: Any security lighting will be directed to the interior of the plat. 9 12. RECREATION a. What designated and informal recreational opportunities are in the ' immediate vicinity? The playground located at Harrington Avenue NE and NE 16th Street, Gene Coulon Memorial Beach Park, Highlands Park, North Highlands Park, Honey Creek Open Space, Kiwanis Park and May Creek Park are all within one mile of the project. b. Would the proposed project displace any existing recreational uses? If so, describe. No recreational use will be displaced by this proposed development. c. Proposed measures to reduce or control impacts on recreation, including recreation opportunities to be provided by the project or applicant, if any: None proposed. 13. HISTORIC AND CULTURAL PRESERVATION a. Are there any places or objects listed on, or proposed for, national, state, or local preservation registers known to be on or next to the site? If so, generally describe. None known. b. Generally describe any landmarks or evidence of historic, archaeological, scientific, or cultural importance known to be on or next to the site. None known. c. Proposed measures to reduce or control impacts, if any: None anticipated 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. NE 12th Street and Edmonds Avenue N.E. b. Is site currently served by public transit? If not, what is the approximate distance to the nearest transit stop? Yes. There is a Park and Ride lot at the corner of Edmonds Avenue NE and NE 16th Street. c. How many parking spaces would the completed project have? How many would the project eliminate? There will be a minimum of 2 parking spaces per lot in garage and driveway. Most residences will provide double garages. The project will not eliminate any existing parking., 10 d. Will the proposal require any new roads or streets, or improvements to existing roads and streets, not including driveways? If so, generally describe. Yes. Road to be improved to 28 feet wide with King County standard vertical curb and gutter and 5 feet wide curbside concrete. sidewalk on both sides. e. I Will the project use (or occur in the immediate vicinity of) water, rail, or air transportation? If so, generally describe. Burlington Northern Railroad runs along the east shore of Lake Washington approximately one mile west of the project. f. How many vehicular trips per day would be generated by the completed project? If known, indicate when peak volumes would occur. (17lots)(10 VTD) = 170 Vehicle Trips per Day. Peak volumes will occur in morning and evening hours. g. I Proposed measures to reduce or control transportation impacts, if any. Conformance to local codes and regulations. 15. PUBLIC SERVICES a. , Would the project result in an increased need for public services (for example: fire protection, police protection, health care, schools, others)? If so, generally describe. The completed project will increase the need for all the above mentioned services, as will any other population increase in the planning area. b. Proposed measures to reduce or control direct impacts of public services, if any. Fireflow and access will be provided for fire protection. Access and some security lighting will be provided to lessen impact on police protection. Mitigation fees will be imposed for school impacts. The project will result in an increase in the tax base for all public services. 16. UTILITIES a. Circle utilities currently available at the site: electricity, natural gas, water, refuse service, telephone, sanitary sewer, septic sewer, other. Electricity, refuse service, telephone, and sanitary sewer are currently available at the site. 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 Puget Sound Energy Telephone U.S.West Water City of Renton Sewerage City of Renton 11 V V Normal underground utility installation for residential subdivisions will occur on site. C. SIGNATURE I, the undersigned, state that to the best of my knowledge the above information is true and complete. It is understood that the lead agency may withdraw any declaration of non-significance that it might issue in reliance upon this checklist should there be any willful misrepresentation or willful lack of full disclosure - part. • Proponen • L%� Name Printed: C A /v C /-71/67 7 Date: 12 EVELOPMENT SERVICES DIVISION - WAIVER OF SUBMITTAL REQUIREMENTS FOR LAND USE APPLICATIONS L � ; ::€: ...:::...ANQ::...:...:EPERMIT SUB...::..M.[...:TA...1...::.:::. . VN:: V...D... ...M.ODI.FI.ED.... ::::::::::::::::::::::::::::. omiv . ..::...........:....::.::. :.:<.; . E U . E E : : :.;:;: �:::: >::.:::::... .R R IR M. N.TS,...;:<:»»;>::»:.>::>:>::;:<:>::: :::;;<:<:»:::BYE:0.<: :.>:.......... X..... .......................................................... .. 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Utilities Plan, Generalized 2 Wetlands Delin a io ' a 4.- • .: ... : ••• .:, H...:<:: <:.;•::»:>:>:»>::::.::::::;„:, :<:.. ....... • Wetlands Planting Plan 4 • Wetlands<Stud :d::;>:': :• ; =:.' ...::„ :::........... :.. :.;.;:.;.:.: :.:.::....:....:.:': :.::.;:..:.::::.':.:.:;•:.:....:..::. This requirement may be waived by: 1. Property Services Section PROJECT NAME: 1 2. Public Works Plan Review Section •/V • 3. Building Section DATE: /°' •Ctq \ 4. Development Planning Section I\ h:\divisions\develop.ser\dev.plan.ing\waiver.xls • • • Mai MEMORANDUM DATE: APPAL k ‘,9 TO: Construction Services, Fire Prevention, Plan Review, Project Planner FROM: Jim Hanson, Development Services Division Director . SUBJECT: New Preliminary Application: .L 7-A •- L A • LOCATION: i Q OW) A meeting with the applicant has been scheduled for Z=0O , Thursday, APRtL for one of the 6th floor conference rooms (new city hall). If this meeting is scheduled at 10:00 AM, the MEETING MUST BE CONCLUDED PRIOR TO 11:00 AM to allow time to prepare for the 11 :00 meeting. Please review the attached project plans prior to the scheduled meeting with the • applicant. You will not need to do a thorough "permit level" review at this time. Note only major issues that must be resolved prior to formal land use and/or • building permit application submittal: If you are unable to attend the meeting, please send a representative. • . FERPlease submit your written comments to t 11 a at least two (2) days before the meeting. Thank you. /7/(2 • , • / 7)/e • DEVELOP OFPRE CITY PI OI�II�G OCT 2"l 1999 RECEIVED • • Y� -. CITY OF RENTON '. FIRE PREVENTION BUREAU MEMORANDUM DATE: April 2, 1999 TO: Jennifer Toth Henning, Planner FROM: Jim Gray, Assistant Fire Marshal / • SUBJECT: Elizabeth Place Development, 1221 Edmonds Av. NE • Fire Department Comments: 1. A fire hydrant with 1000 GPM fire flow is required within 300 feet of all new single family structures. If the building square footage exceeds 3600 square feet in area, the minimum fire flow increases to 1500 GPM and requires two hydrants within 300 feet of the structure. 2. A fire mitigation fee of $488.00 is required for all new single family structures. 3. Access roadways are required to meet City of Renton Street Standards and be provided with a 90 Foot diameter cul-de-sac. 4. All building addresses shall b.e visible from the public street Please feel free to contact me if you have any questions. 1 Y • • • ELIZABETH PLACE PLATE 1221 Edmonds Ave. NE Development Services April 14, 1999 WATER: I. The Water System Development Connection charge is $850 per single family.residence. 2. There is an 8-inch-water main available on Edmonds Ave.NE and also on NE 12th St. 3. One fire hydrant is required for each 1000 gpm of required fire flow. 4. If required fire flow is over 2500 gpm a water loop system is required. The required fire flow will be determine by the Fire Prevention Department. 5. Drawings to adhere to City of Renton drafting standards available at the 6th floor counter. 6. The proposed site is located in the Highlands 435 water pressure zone. 7. All new and use fire hydrants use to meet the above requirements must be fitted with a storz fitting. 8. A vertical profile is required when showing new water mains. 99cm029W 99CM029W.DOC\ - • - . I ' ELIZABETH PLACE PLATE E 1221 Edmonds Ave.NE Development Services April 14, 1999 SEWER: 1. The Sewer System Development Connection charge is $585 per single family residence. • 2. Side sewer line to have a 2%slope to property line. 3. A conceptual plan for utilities will be required if SEPA Review is necessary. 4. The project is located in the Aquifer Orotection Direa Zone#2. 5. A 8-inch sewer main is located in Edmonds Ave.NE. 6. The nearest sewer main on NE 12th St. Is close to the intersection of Dayton Ave.NE. • 7. 4."-hey new sewer mains to be separated from water by minimum of 10-feet. 8. The project is located on the SE 5-23-5 quarter section map. 99cm029S • • 99C1v1029S.DOC1 - - - - ( • • ELIZABETH PLACE PLATE 1221 Edmonds Ave.NE Development Services April 14, 1999 STORM DRAINAGE: 1. The Storm System Development Charge is $385 per single family residence. 2. A level one Drainage Report•will be required and level 2 and/or level 3.may be required should conditions warrant. The level one report is to address Core requirements and Special requirements as listed in the 1990 King County Surface Water Design Manual. • 3. Show topography of entire site and minimum of 30-feet outside the property. . 4. Show all CB/MH, storm pipe, detention/retention system, swales and wetlands, ect. 5. Use NAND 1988 datum for elevations. • • 6. Provide legend,vicinity map and legal description on the title sheet. 7. ; The proposed project must demonstrate adequacy of proposed City code .requirements for detention,water quality and conveyance capacity. 8. Erosion and Sedimentation control plans are be provided. 9. Runoff collected from the pavement surface with vehicle access/parking must flow through an oil/water separator or adequate biofiltration system. 99cm029D / 99CM029D.DOC\ - • • • • ELIZABETH PLACE PLATE 1221 Edmonds Ave. NE • Development Services . April 14, 1999 TRANSPORTATION ISSUES: • 1. The traffic mitigation fee is $75 per new trip generated as determined from the ITE trip generation manual. 2. Six foot sidewalks required at the curb on both sides. Roadway improvements to meet City ' standards. 3. Street name sign require on construction plans. 4. Street lighting required to city standards. • 5. ' City standard typical detail drawings need to be shown on construction plans. 6. Driveway locations to be shown so as to have proper clearances from fire hydrants and street light standards 7.5-ft. 7. Street end turn around to meet the Fire Department's standard. 8. All electrical and telecommunication facilities to be underground. i`t 9. A reduced with of right-of-way from 50-feet to 42-feet must be justified per City code 4- 06R3(a&b): 99cm029T • • • 99CM029T.DOC\ , i • ccr.. a c '' _. _ — mit • } n ,� :f ,.,. ` is Y A'• :1 I. r ,' c' "'-j •iai•. ,11 ,�` o . . L f 04r. ,.. ___, : , ., . , ,,,,,,,,,, ,7,-._ ,. . , _ , _ ,,.......„ 4 „wit :_: ..., „mi._ _, , . , 1.4,,., , 1 S........,_ : .4 ,, ?.. 1 ". 4sik ', 14—.: s:. :, ‘ x Ahlk,----. _ , : 0 .i. ,? •,,,--,;if-*--.4:- 4, ' i -- �y ymi .E1., • • }y • r i., a :a Lzzas} ':: ra. ____;. ., i.. magcmGHT ,._10... .„: .:.L: 4:-.:::,,_ ,, _ r x 7fJ i s E 4 3 jY' —Y _'k - V ,,,,, jr„ „ _. err AIL s` 1. 3 i � . -: 7;----,t,-;.4'1•;..,--.;0--;"7.747A-4.i.-'' ,...,, ,,,,..., ,,....„•-•( ow, --t. ' - l;' ;1 ..'i• - t••.;'-:. ir-4-1,:;-:1,-,::‘' 1111•C'--''fli'1:1;17 —'; -7:- •,7":4°;:. , 11111' ''' .-'.. -.• .-'*.7.1; , r" .1(... L _sue _ z,.. - _. I -�.'1:�.�t: F.u. ,, x :0,7,...t..,.,—r.,Z'r::77.:1171.17 4 3 o 1.' ; :ilt: •L'11 ...."---.,,,,s'.---- -;:.7--- '`-----.4,:-:it:_;,—,:—..,1:r,..,,...,.---..,,....! ,.:-:11--tir,:-,;;;:::------70;,..1:71,s; ..:: , -q-:,:i7--- i ., p ,--- IP '..,,..-,„:,,,t( 1 - _r :1 i•'- Y AS.--, , , am. = Y- 7 1" a w 1 , l',, s t * - }- • ' .� a:- 7 _ _ i _ ,a � ' ....„ :. . t..i.., a 6u >-- • • 1f—3 RRP1 Lapp." APR (11 1,99 MEMORANDUM • • DATE: AP L TO: Construction Services, Fire Prevention, Plan Review, Project Planner FROM: Jim Hanson, Development Services Division Director • %SUBJECT: New Preliminary Application: --7 � �- .. LOCATION: 1121 A meeting with the applicant has been scheduled for Z•=00 , Thursday, A� (€._ L'Z_ for one of the 6th floor conference rooms (new city hall). If this meeting is scheduled at 10:00 AM, the MEETING MUST BE CONCLUDED PRIOR TO 11 :00 AM to allow time to prepare for the 1 1 :00 meeting. Please review the attached project plans prior to the scheduled meeting with the . applicant. You will not need to do a thorough "permit level" review at this time. Note only major issues that must be resolved prior to formal land use and/or building permit application submittal.. If you are unable to attend the meeting, please send a representative. ��----�(Ku • .Please submit your written comments to �`L i R. _ at.least two (2) days before the meeting. Thank you. Elizabeth Place Preapplication (99-30) 4/1 9199 • City of Renton Density Worksheet for Development in the R-10 Zone According to'Renton's City Code,the standards for new development in the R-10 zone require that residential densities fall within a range of 7 to 13 dwelling units per net developable acre for projects proposed with exclusively detached single family uses. • 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: 62449.20 square feet 2) Net Acreage (line 1 divided by 43560),: 1.43 acres dwelling units net density 3) Maximum and minimum allowed dwelling units Max. 18 12.56 and respective net densities: Min. 11 7.67 4) 62449.20 sq ft and 20 dwelling units result in a density o 13.95 d.u./acre. Deductions from gross area:12474 sq ft for street rights-of-way U:50DENN ISO N1R13CALC.xLS • • �i• -35 CITY OF RENTON _ APR 0 1 1999 MEMORANDUM ..s4 iLLII ,:a LA�78v.v6Y • DATE: _ AP L 3 k999 TO: Construction Services, Fire Prevention, Plan Review, Project Planner FROM: Jim Hanson, Development Services Division Director SUBJECT: New Preliminary Application: k . LOCATION: �.�2 . A meeting with the applicant has been scheduled for Z=00 , Thursday, APiZ L 2-2— for one of the Oth floor conference rooms (new city. hall). if this meeting is scheduled at 10:00 AM, the MEETING MUST BE CONCLUDED PRIOR TO 11 :00 AM to allow time to prepare for the 11 :00 meeting. Please review the attached project plans prior to the scheduled meeting with the applicant. You will not need to do a thorough "permit level" review at this time. Note only major issues that must be resolved prior to formal land use and/or building permit application submittal.. If you are unable to attend the meeting, please send a representative. Please submit your written comments to LI _ at least two (2) days before the meeting. Thank you. • r • • MEMORANDUM PR ig e9 • DATE: APR I L— I 1`7c 9 TO: Long Range Planning FROM: Jim Hanson, Development Services Division�- Director. SUBJECT: New Preliminary Application: CLILA I , LOCATION: I22 M. Please review the attached preliminary project plans for consistency with applicable Comprehensive Plan Policies. Please submit your written comments to no later than A RtL- 21J . Thank you. We will not be able to include comments received after this date in the presentation/summary vve prepare for the applicant. • c v E ccc? 4 `CPi)' 47/-- J i T c 15 i. . t G,N•i TtrY) }�L`5 C�Lam! t �-L C)e n o i V s Cc.) r a�r#-e'7%i r V . isri n W'NJ 1,77 tZ-10 . Pi 5 5`s-1'C�4 tri O�77Q Si 1..1 O a_1!5 fa° 1. (Sou r 14 U.v ciS 9�c6Z fvcT I�cu2c, 1'J0 Oi 1•1::_6'2._ L 15��+��� =�' �02 5 �5�1iC:'_tilL 6-)l19T//V,N L 6 ! ,. .,•.. _s--Z.6..,5----019 f9(.2 . •---fi-Wei \ • , 4 i - • .2,4e,_ .5--- 11 .. : %. k‘ _.,6 c.)--- • --- (-- 0 1 • 1 i i 1 A 3 1 ' 1 . 9 5 / ----eZ, 6-l• -9) 5.°61.1 4 i $ IDI S -4-,)--1-) 50 -- to-k.CA, i ._rq2:4"ebiAf.'. • §011,- ../fQ ?"./g ,... .,.;_.•. .• 1 ‘Gt---6.: --v---\-- -A-- -N . . d Lt., 11 1 ' I 1 - . .. ..A._?--4,—.. ivi-- ---) A . 1 . _64 ---...,,,,, : i D Q 1 0 --D 4' LO 1 . Ct N ! 1 . . --c LL-vop ------- 4"'' )°A _--,..- ...,z-J --k-cr---,-, -2,9 -..... --,--,5. )---2 -c° '73 b/ --z. c--) p - --, ../,/ . . 0)sr a cyc;idt- c.-4Y-Q • 1 . , ''.,r--' •-. !Virtelt..n, . _ . . . . . . . . . . .. . . .. . . . . .. . . . . . . .. r..... .. . . .. . . . i • kV I . . Eil . '-T. 'Z.I/ • e, -lib & • 1 Zi I . . I i. • I . . --Z 1 'i I 0 i - :`• 1 i . ' . c,L " St. i • 1 °LI , . . 1 ' • 1 I L. . . . . . 1-7 ii 02 I , . • 1 . - . . - . "N. v• _,______ f., N., 211 ' • . .•N.,,,.......... ‘‘) . . r • . 1 . ,.. -,...„...\ . • -1) -11. 4 . i . . . . .. . . . i .. --:), q I 1 , 0 b . . 0 b I .4-—-- , Zit 1. 1 . , . . . ..• . . . . • i . , . ,... Z cn• . . I Oh...........1911 o Fr 0 I-I —4—• ..-----, •Q5. . . . '... Q Z. i S. I fro, . . -I. . I 1 . 1 oh 1 i i i . . ..... . .. _ . .. ... . . . . . . . .. . . /.-----"'' --7) / CI. ..1)). 42,- . . i C)/ - ) . • i . . . . . . . .• • • �1 • — S� ,_._._ .Si4 _.—_ --#strr Si ' f Sao 1. I 1 1 1 71 'it • I �� 1 Ss I I �zr •• f . 17 is • C72 • .. • i.° .to • .. i ••• 9.1 . . . 4 • fib'• ®b' . .. -- Z}s 7 ®� Oh � � ®h q • • .1 . . . f CITY •F RENTON PLANNINGBUILDING/PUBLIC WORKS.DEPARTMENT 'y- -- .- DEVELOPMENT SERVICES DIVISION .. '= .: •' i�.idi±_V;y.=ems' .'. PHONE 425-430-7200 .42'0": STAND- MINIMUM STAN /ARDS FO PLANS AND DRAWINGS: • • 1. DRAWINGS must be clear and legible. • 2. LINES and lettering must be dark enough to provide good contrast with the paper. 3. PAPER must be sturdy, such as blueprint or standard drafting paper. Tracing paper, graph paper, posterboard and cardboard are not acceptable. 4. LETTERING must be at least 1/8"high. 5. Brownline prints and pencil drawings (including corrections or alterations)are not acceptable. - 6. SCALE: All drawings must be drawn to scale. 'Standard drawing scale for commercial plans is 1/8"= l'-0", for residential plans 1/4"= 1' - 0". Engineering equivalent scale may be substituted. 7. SIZE REQUIREMENTS: Standard drawing size is 24" x 36". Drawing must be of one size. In special cases, i.e. composite views, plans may be accepted up to 40" x 54", or for residential 18" x 18" is acceptable. Plot plans may be 1/8, 1/20, or 1/40 as long as they are legible. Do not attach information with clips,tape, glue or staples. • F1:\FILE.SYS\FRM\98BLDGCS\0005.D0C\bh Revision Date: June 11,1998 , .. �. ,,� • ... C.iai"'fin I,r S,' • D Apr 19--49 3893915 : r-. Marc2149 $10 & ove $16.50 ire $15 et 61 I. `'� Percy`�—Pa.?fresnan and Edith .Paifreyinan, hwf Z ��. �,r-6 III ri.. To Carl A. Di.•,is and Mabel N. Davis, hwf fp car and war to sp the fig re sit in kow .7-- 47 ..Y ;A ;q 65 ft of lDts 13 and 14, blk 17, North Grove Div Nu. 3, ascxlpdE,�T ijr� , 1;: , In vo). 26 of plats, pg 27, reads of kc Sub to ease, ratrictions and reservations of reed �� !'� .- � �� rat Percy Pµ ,fre rman Y 2 r� s,,;9� �• Edith L. Paifreyi it n .' yew Mar 29-49 by Percy Paa.�'reyman bef' ' . L. Coprer np for • y.,r_,'.res at Mt Vernon (ns Jun 3-Y52) :` kcw ;gar 30-49 by Edith Palfrey:tan bef Herbert J Droker np for wn _es at s (ns Aug 1-50)M1 to W'n Escrow Co„ fid by LTIco ........... V r y`.,. i . Z1 Carl A, Davis and Mabel N. Davis, hwf: , `t, To .The Prudential :Insuranee'.Company of America, aN J Corp �" fp mg to ski its;'S and A the:..:fig. resit, ,.in kow " The b' 63 ft of lots 13 and..14, blk 17,, North Grove .Div No 3, km,, ace to .plan,, reed in tio:1,:26 :of lats g 27, reads of sd co Wraith all. rents :'.issues and profit's--sm as in 3262196-- s:;;�' $12,000""-4i--$75.S --Carl .A..._M...Juri, Davis '. Davis '. -- dys--106: . 1-60 -106 d d Y s-- %. . _t Mabel .N. Davin -a kcw Apr 19-49 by Carl A. Davis andMabel N . Davis bef Herbert J. :'; Droke,r np for .wn res at (nss Aug''.3.-50) M1 to sp fd- by LTIco .7 • - ` D Apr 19M49 38939�7 =_' � Oct .15-� �5 ' , a $7.15 ,1r s .$6.5o st im .. Anthony.:,Ruklich and ,'Margaret .Ruklich, :hoof a -; To Mario Belmondo''and .Anna Beimondo, hwf r____,_____,3� `; .. fp oy,s and wars to ep the fig 'e. sit in kew .X The Si of tt' 211 in C. D. h:i.11man's Lake Washington Garden of Eden - I Add to the C of ;, Div No. 4, ace to plat reed. throf RR .sf. Anthony Ruklich Y :. , Margaret Ruklich . �' kew Oct .15-45 by Anthony Ruklich and Margaret Ruklioh bef Florence ''t Henderson np for wn res at Renton (re May 19-k9)Ml to It Nat3. Bank, „, Renton, Yin, flti. by LTIco . 4. M Apr 19-49 3893913 \J 0/4-- '.; Apr 1549 S ••; ,; Mario Belri+ondo and Anna Belrnondo, hwf W r- .; To First National. Bank of Renton, aCorp ,;" fp mtg to sp tsp of $1550 tgw int by notes now or hrafter (. ;:w oxec and additional advances, tgw fre income, rents issues andprofits ; ; on the fig re sit in km; .:� I. 4010 . QUIT CLAM DEED 1, • 1 THIS SPACL RESERVED FOR RECORDER'S USE • 3 Recording, Requested by: ) •• o o t I1rislawn Law Ot t ec ) ' ) iWhen Recorded Moil to: ) i ' ANN BELMONDO ) i • 5415 Pleasure Point Lime ) ini Ilcllevuc, WA9$OQb ) of ) 1 1Ini1 Tux Statements to ) ~ the address above ) �'' I to i THE GRANTOR ANN BELMONDO, as an individual person,In order to change title hereto.does hereby grant. (U -' ;,m,,:, „k1 suit slam,..,\VILLIAM J. BELMONDO and JAMES A. BELMONDO, Co-Trustees, or their successors in trust, under the ANN BELMONDO QUALIFIED PERSONAL RESIDENCE TRUST, dated July 1.2, 1993, and any amendments thereto,the following described real property in the County 'f O iirt of KIN;t,state„r WASHINGTON including tiny interest therein which grantor rosy herraller acquire: ( I THE NORTH 1/2 OF THE SOUTH 1/2 OF LOT 211, C.D. HILLMAN'S LAKE W ii WASHINGTON GARDEN OF EDEN ADDITION TO THE CITY OF SEATTLE. f , DIVISION 14, VOLUME 11, PAGE 82 OF PLAT. A . f ' 1 • Together with all the tenements, hereditaments, and appurtenances thereunto belonging, and the reversions, remainders, rents, issues, profits, and after-acquired title and interest thereof. . i •rr, have and to hold, all and singular the premises, with the appurtenances, unto WILLIAM J. '. BELMONDO and JAMES A. BELMONDO, Co-Trustees,or their successors in trust, under the I ANN BELMONDO QUALIFIED PERSONAL RESIDENCE TRUST, dated July 12, 1993, and . ! any amendments thereto. l • fi Dated this day of November, 1993.•, • u . it // � ' ANN BELMONDO l STATE OF WASHING'I'ON, ) • .• is ) SS. . N COUNTY OF ICING ) P • On this day personally appeared before me ANN BELMONDO to me known to he the individual(s)described in and who ' p execrated the within and foregoing instrument,and acknowledged that she signed the same as her free and voluntary act and deed,for the uses ." and purposcn therein mentioned. i .� GIVEN under my hand and official seal this •�L day of November, 1993. Xi,\Cl lr'. b \ - ' SYLVIA ACOSTA NOTARY PUBLIC FOR THE STATE OF si D. STATE OF WAShINGTOIV WASHINGTON, RESIDING IN �C.�1lC' a4'Id • P My NOTARY- --PUBLIC Comnissica Expires 10 3-97 1 - 00•i N•: F00 S8`'0738 ARMCO SFi RV 00:9;:10 18?G-GE2lEE ' • -M_ :_—+ a�rnvwvsm,.�.-.�—so•ra.J_. /. V ct= • , a s • 4 _.. wy r.'' • •r.' �' 751..:':; ;�,r�T' +",7 =sr'C,, ^: a 'f ,SS S�., T 1 { ** 3:i h '' iK'^y-lye�ri^•'.c;..7i:., r'tw C- .,„rr�,r+.: !7. 1 g'Y' :�r" �'"'• ICY . :„as_prpr � v� � s„4r h �. •O:r rJs . xr}� � •� � 'rt.7i t �p�., t"i,.,�v::rixkczr•^n a,+. roc' ti 1 t� +.�„ .JS f'�-''L''yR.,rt5''+-,,e� .,r yI j , r;.0 ^ ;:f 'fi' �1"7'y .+It" .', i-•r .k.rr it ,t, �x:'.: ••#'7 n/ •,-,•,. _gym.,ftt:� •' c� • i+• }^ '4 1 ( +, s� r�e�• v rY �a"sr,._kAs '' ` ti�/.�4u <s � ` r ; , �3 S. M • r_, C: . QUIT CLAIM DEED TI11S SPACE RESERVED FOR RECORDER'S USE: Recordist;; Requested by: ) a Br i•,ltt•,sn 1.att' Offices ) 1 ) . , t, Cl 1 When Recorded M1M:til to: ) I ANN BELMOND() ) 5-15 Plea.:urt• Point Litre ) Ik'nt•+ue, WA 9F1106 ) ; ) (') at t Ma )il Tux Slatunents to Qs t the address:move ) 1. N .. THE GRANTOR ANN BELMON DO, as an individual person,in order to change tide hereto.does hereby ynnr. N i ,.�,,.;y a�,l ;t Jain,to ANN I,ELMONDO, Sole Trustee, or her Successors in Trust, under the ANN N, �u l4 I;EL.MONDO LIVING TRUST, dated July 12, 1993, and any amendments thereto, the room,:n2 ,t l y do+,nheJ rcaI pn petty in the Cr unty of KING,State of 1VASi'II1`dGTON including any inter tat therein which;rotor may her s!!er in a:tlutre f • ..... THE NORTH 1/2 OF THE SOUTH 1/2 OF LOT 211, C.D. HILLMAN'S LAKE In . G WASHINGTON GARDEN OF EDEN ADDITION TO THE CITY OF SEA'ITLE, u: f DIVISION #4, VOLUME 11, PAGE 82 OF PLAT. ' Together with all the tenements, hercditaments, and appurtenances thereunto belonging, and the A 7 . reversions, remainders, rents, issues, profits, and after-acquired title and interest thereof. • To have and to hold, all and singular the premises, with the appurtenances, unto ANN 1 BELMONDO, Sole Trustee, or her successors in trust, under the ANN BELMONDO LIVING • TRUST, dated July 12, 1993, and any amendments thereto. Doted this _`:' day of November, 1993. 5 /�~ / R d ANN BELMONDO • • • il - STATE OF WVASHINGTON, ) ) SS. ig COUNTY OF KING ) . r On this day personally appeared before Inc ANN BELMONDO to me known to be the individual(s)described in and who executed the within and foregoing imtrument,and acknowledged that she signed the same as her free and voluntary act and deed,lo.the uses i .S and purposes therein mentioned. '� GIVEN under my hand and official seal this 7..L i,� day of November, 1993. (I * ) -t.' t c.. J�>L C�!S 3. NO•:AR PUBLIC\' IN AND FOR } SY1 M ACOSTA THE STATE OF L•0I� , il STATE OF WASHING TON RESIDING IN. J L I<kr, ,'-I d 5 NOTARY--0--PUBLIC -10-5-,7 ,i( I cs C,.rnission Expires • 00'2 �� Tn0 S9cGJ3d h1,ti007 0hl.l uN GQ 9 r 1 St2.� 06'40-0F,E,cr • P ( r 4's_.. n � .. _ .. . ..a....aa' ' .' . �, m 4. wS - ' :r: :t- 4r ^ `'�4:•Yyr"s� ,�i;t;;e u-ua 4x:r�n:`ffv ♦' j�(•-'C 17 �' � o' [x'r f . _ +•ir . �y � _ rrR'���. �:�: 5?. .I:: �n ,� � y s� yt..yr .5. 1�..,> ry ` i� . a ' � s :' " 'w . .p r t , ,� ) ,I --ri �`, '" 'r ti�r L�x.J r". ulLY�.cs ' .�....:idi_7 r:� 7i: :..•.s , ••„N,5-tut t �.. �' r � V4 r` , ,�� �t� t 7r£ x 1., rp m ,+., \ .` } r,a✓fie: 5`, 1 6 0,-01 elk ."'VT- . Uct 5 1935 01 -. Anthony iLukl.i.: h of Renton kew .o Sophie Pluto of kcw .gip cy and q c to sp all i..t in fdid inkcw; lot 6 blk 1 of Rainier Acores Anthony Ruklic•h :ccw Uct 5 1935 by Anthony Ruklich bef Johr :i Dobson n p for wn res at Menton n a Sept 9 1936 £13 b y John ,+ Dobson Menton wr - • D Dec 15 1935 ID 28'79322 Deo 2 1935 41 I 1 L}' Sophia Flute :Curly look Sophia ttuklich' to Anna Hamli4 fp cy and q d to sp all int in did in kcw; blk 211 .'4 C i) t Hillman's Lake Washington Garden of Eden add divn No 4 Sophia Pluto kcw Dec 2 1955 by Sophia P:iute fmly Sophia l'tuklixh bef John W 20.321.tm Dobson n p for wn res at Renton ns Sept 9 1936 fld by sin as 321 -) 323 ng Chat mtg intrust Dec 13 1935 f'ld and redc-d ( 2u79324 . Dec 5 1935 tnoted only) ;191 1248510 '''' : . D A Lipsky and G A Lipsky co partners d n under tie name and style of Imperial Grocery at 5303 Roosevelt Way in cs kcw to Seattle Association of Credit Men a wash corp of s kcar fp des_re extension in wch to pay claims and sp is willing to take a mtg on all their pty for 51000 to secure claims of ereds fp for41 etc g b s and mtg to sp succ and a, ' stock of goods etc and pers pty xhuxxtax notes .and accts , etc located at the above address or elsewhere tsp of 01000 with in at 6% per an accdg to ned . fld by sp -_- 1 7 •! _ .6. A I J; 4% L�L' Ext mtg Ded 13 1935 / 2879325 ;>C/\T . Nov 4.2 1935 (See 2689 017 ) b. The Pacific MutualLife Insurance Company of California, a corp of Cal and Gertrude r Hess exx of the est of Amon Newton eox who was- also knovm as A Nevrto.n`°`Fox decd of cs kew fp and sp extend tm. of payt of note and mtg and by Amon No wton Fox a widr also known as A Newton i'ox, dtd Sept 1 1931 for 010 ,000 due Nov 1 1935 recdd in thi auc1 oft of ticw in vc; . 1197 log 343 mtg recs of icc on Sept12,,1931 as Loos .4-?10 000 to Nov 1 1938 pri . 1 is. reserved to pay 4100 or any ; ultiple :.hereof not to exceed 4500 (not cumulative), acct of or.in on any int p .yt date duri;lg the period of this ext without bonus considn and op hinagreev; to pay sm as extended w:.th int fr Nov 1 1935 '. to Nov 1 1938 at 6 % per an nayb1 quarterly The Pacific Mutual Life Insurance Company of Calif corp sl by C 1 D Moore vice pres r :;plan S Coogan a:.>st 'ecy • Gertrude it Hass exx 'as afsd Los Angeles co Calif Nov 27 1935 oy C I D Moore , and Nolan u Cooga4 vp andAsecy ofsd corp -- corp form -- bef Lester L Panda n p for sd co and at :.•es at Los Angeles ns Jan 25 1939 }c_cw 14ov 22 1935 by ' ortrudeFHess , exx of the est of Amon Newton Or,t 14 39 •400 50o irs and 5nc et '".../ 1"li°' /' • Eddie Ribary a sin«,le ,� 410 ' toLildred Le: single woman 41010 fp oys and wars a tospflgdesresit3.nkow That pornof theS14 of theNE. of sec 16, tp23 NR 3 ewm, df: 8 -6.1ap dist 837.65 ft southfromthe nw eor ofsd subdvn; t h rag S go_ 34' E520.18 ft to they"l lineot the Co �road;thS 21 00'E 84.46ft al theW lineof oo road;th N 86 34' W 550.56 ft toth K line ofsd SWt of theNE*;thN al sd W line 76,9 ft totbe point of beg Eddie Ribary kow Oot 14 39by Eddie Ribary a single manb$ SydneyR Imu$ np Wnras at Snolualmie(NSapr 17 41) ml 5teteBank Snoq +++ MOct 1639 sir 3068516 r1 Oct id 39 Mildred Leake a single woman to State Bank of Snoqualmie fpmtges to sp tsp3 $467.50 ned fig des re sitinkcw sa des as in abv deed--- and all fixtures and appliances used inconnection therewith (foloosts toinc titlesch) Mildred Leake kow Oct 14 39by Mildred Leake a single womanbfm Sydney / R Imus np Wnres at, Snoqualmie (NSapr 12 41) fid by stco +++ j°721°°° i' Earl Rel M Oct 16 39 3068517 : not dtd Reconetru.otionFinance Corporation a US crp • to Howard H Hansen,Supervisor ofBanking for the State of Washington, liquidating the5pokane Savings Bank fp rel and dis from the lien of two mtgos and by sp tofp for $6,5OO.o0d and$2,500.00 , also from Plege agmt exe by C .E Jenks as sucar Supervisor ofBanking as afrsd, tofp for$.L,100,000. dtd 9-28-36. vol 1404 Mp . 25, file 2914876 reeskow, and pledge agmt exe by. Geo.H. Jackson,as sucor Supervisor ofBankingas aforsd, tofpfor$1,00;i.000. dtd '. May 12 38, recMay13 38, vol 1493 Mp 82, file 2996272, fig dea pty: lot 32, andtheN 9 ft 1ot33,b1k13 Cumberland Addtothecs,vol 4 platspg 16, recsof sdco In witsh sd cror. ::. csd thisinsttobe exe inits orpna andon its benalf. . byits dulyempowered andauthorized atty infect ReconstruetionFinano a Corporation f ByWalter Ferguson, atty infect SpokanaCoWnOC:t 11 39by Walter Ferguson,atty infaot ofsd orp kat. and onoathstated hewas authd toexe sd inst bf Berneioe Wood np resat Spokane (NS% Jul 2 43)mletoo ++ irw°.*7 ›,,er1 : 1 M Oot18 39 f 30ci8518 Oct 13 39 �-- f�I 1 Otis Simpson andEssie Simpson,hwf to State Bank :if Snougalmie fpmtFcetosptsp0650 nedflg, des re sitinkcw lots 8 ,9 and 10, bik26, WnmAx c SnoqualmiG Falls, vol 6 platspg 51, recsof ad co and all fixtures and appliances used inoonneotiontherewith ins• 600(fcicosts to inc title soh) : uua - r II/Cn �Petriceli a I'atricelii SID km% i,eb 27 1940 by7oh, .tricelli end Grb ce k'atriceil us a niwf , ,e;. l'ef tarry s Woolley n , 1• r wn res L"rt s ns i:i�r lo .L941 • fldbyp 2406 Lay st-- l ,�j . • d/ �p 3097602 .!� • ll Apr 23 1940 : - "e• • : Apr 15' 1940 450 Weyerhaeuser '.tin_ber,Company ecorp of wn • to r:iok i•: Vidos , and ::iary Vidos, hus ,inowf, of sX wn fp g b; and cy tosp hand a, the f did in kcw; • -•a: that part of the Ivrl'!i; of the SE:, of the S\^ii of tie SE ; ='. . lying so of the center line of, the Andrew ReyncldsRevisinn road, ; as aow' located in sec 15, twp 23 n r 6 e w m ctg 1.44 acres rr_or 1 4 • subj to any easement -- sm aA 2982523 --- 1941 -- down to oovts Uovs w d except as t ge net ta:ces ar..dusstis ufsd,v,oh if any the sp, assumes to pay , iwwF --form --�leyerhaeuserl'imuer uompany corp sl by J P WeyerhaeunerJr, executive vp ' attest Norton L.lapp secy • Pierce co wn on Apr 19 1940 byu P weyerhaeuserJr, executive vp .of sd corp -- curp s'rm -- bef Cora A 'thatthews, n p for wn ras at • Tacoma n s Dune 1 1941 ---rldby sp rt 11 bfo 188 city 3097605 ' . D Apr 23 1940 /� • „ar 4 '1940 41 ':<< Suphio, flute, icily Supnia �uk1. ch, andAnthony i�ukl1oh of • Renton kcw •- to Paul nuklich . •? fp cy and q c to sp all int in fdld..n kcw; . so half of t;he so haJ.f of tt 211 in u D .Hillman's Lake Washington . j Garden of sden add to thecs, divn No 4 accdg to the recdu plat ;.••,;, thereof i:: kcw Anthony Ruklich .' - Sophia flute • kcw :..ar 4 1Y40 by aophiailute, fmly 6ophia ituklich and Anthony • . . . 'y ,Muklicn bef Z"chn ,,Dobson n p for wn ras at 'Renton ns Sept 9 1943 fie ,by sp ?-aa 12434 _.igtilend ave 3 ue lslaridlll . . --- i 0, . . -ipr , 23 1940 97604 - • - a ar 4 [1940 rl �/� • (__^) Anthony huklich and aulhukiich of- ;,1 - co wn ✓ •` . . to iSbphia Plute frnly Sop u.aituklich bf kcw `, - fp c .ana q c to sp nil int in aiain kcw;;; i' • i no half of tt 211 inc D Hillman's Lake iiashington Garden of Eden ' . . =` .add t•' ,he -cs, diva `:o 1, Lccdg to t •e read plat thereof • ' AnthonyRukltch Paul Ruklich t; kcw 1..ar 4 .1940E AnthonyRuxlich bef John WDobson n p fur wn res at Renton ns Sept 9 1943 C,:ok Co 'RI on Isar 18 1940 by raulRuklich b::s Claudia Acolai `!. n p for the st of ill r•.s at Harvey ns m]. Sp rt 1 Renton wn D Apr 2;3 1940 / f 9760 Mar 4 1940 vl ;A.' 's Sophia Plute, fmly Sophia t<uklic1 and ibulxuklich • "' , to Anthony lutklich of ketiv • fo ca an•2 qc to sp a11int in j'd ,i in kcw; • . north half of the sc h.a...f of tt 211 in C DHillman's Lake Washing- ton Lt;Irden c ' :.,,den cod to L::.e es divn :•:o 4, accog to Live zecdd . r)lat thereof Sophiailute .. . . raulr tzY_l.ich € (Coned -- vtt) I 9 `S'k -. ---F.;-:43'.- .,--.... •-,-. , -.:';'0110,, ,:-17:,, . —"f:',0 -- .,,,' .:'•;.••••••••C I . . 605--2 K.:vil i,:ar 4 1940 by Sophia lute, fciily Sophia rcuklich oef John M)obson ii p for wn res at rcenton ns - Sept 9 1943 Ck ill on i::..r 16 1940 by r:aulxuklicn bef A.auaia : icr.lai np for wit-pes-t st of ill rJs at Harvey ns mi A Ruklich rt 1 _. enton wn-- • /4 4 r Apr 23 1940 3097606 1@)/////-- APr: 19 1)40 Kvl . Jack Browne , and _,ellie Brol:ne, hus ;:ndwf t..: Chimes R Williams fp ty and war to sp fdlo in kcw; east half of tt 112-A Map of Seacoma Leach Divn No 1 kcw, accdg • . to Plat thereof recdd in vol 15 of Plats pg' 68-re 70 recs ofsd co ' Jack Browne • ' i . Nellie Brbwne 'cow Apr 19 1940 by JaekBrowre, and .Nel .ie .Browne , bef anirley . Keown n p for wn res atkenton ns Dec21 1942 . ml !sp Renton wn . (-4Y--. --- // Ai" 'Apr 23 194 0 /fi 3097607 Apr; 22 1940 . 410 • `mil Seattle-first National Blank a corp of the USA Lao TheRFC Mortgage Company fp g b s at and dieliver to sp and its H AND A a-ctn re est mtg dtd Oct 10 1939 and by EertL Nelson and, Mildred A .Nelson . to fp mtgingthe . fdl d in kcw; - logs 4 '5 and 6, acre 1 tt H Maple Leaf add to ,Gfeen Lake Circle, ; accdg to plat thereof recd6 in vol 2 of plats .pg 115, •revs. of sd cc except the west 10 ft thereof .eyed to• k c for widenng of 5.th -ave • NE by deed recdd and audfile No, 2454830 revs of. sd co . 'tsp of420000 and int; fp also asgns note sec by sd mtg andthe money due and to grow due - tuereon with the int ; • 'sd mtg was fldfor rec in the and ofc of kew Oct 11 1939 and • recdd in vol 1578 of m pg 384, audfile i,o 3067960 • iww , sd corp has caussd these pts to- a exed by its PRES AND SECY and its corp sl thto afx . 'corp sl .Seattle-First NationalBnk • • • • by WC Phillips, asst vp • - attest H C Mac Donald , eashr kew Apr 22 1940 -by W C • Phillips,end ti ()MacDonald ,' asst vp and cashr ofsd corp -- corp form -- bef -W B0'Le;iry n p for wn res at • s nsJul 28 1940 ml fp Ail. Apr .23 1940 Wb 3097608 4)• Apr 19 1940 410 • Seattle-Firstational Bank a corp of the USA • • ' to-Federal National- :..ortgage Association fp g b s -- sm as 60'1 above --- Sept 13 1939 =- i.1izebeth if Snrpirelnn to 77 'rn ---- lot 14, blk2, Montlake 41410 ddd tothe cs , x tobedo sole and sep pty. F MacRae Ada G MacRae kow Aug 28 1939 .y H F MacRae, and Adaa GMacRae , hus bef Andrews JBalliet , n p for wn resat s n s an 48 ml sp 1E73, Shelby st --K_ ---."',, _ /f DJun 17 1940 3106853 Jun 5 1940 $150 50cirs x 50c st xN Sophia Plute , a widow, of roubO 2 Renton wn -----.---=--�--� to Margaret Rukiic , a and woman as her sole and sep fp cy and war to sp fdlc in kow r , the so half of the no half of blk 211 C DHillman's ake 4 8. ngton GaTrddn of Eden Divn No 4 • :j;!ia / SophiaPlute , ; :At, kcw une 5 1940by Sophia Plute , a wid cw ,bef A Shearer, •. p ' or wn res atRenton n s Jsn 28 1943 ml sp rt 2R� wn I. //, r � �Q �, D Jun 17 1940 -'1 310♦=5' Sun 17 1940 410 Cora E Thomas , G754, 14th ave W Sea t1e , kin toN _ irryHThomas9 6749 13th ave NW Seattle kow T'p cy and qe to sp all int in fdldin kra; Hamblets core Garddn9 replat of blk G & D blk 4 no20: of lot 43b1k 4 all of lot 44 blk 4 all of lot 45 blk 4 sit m in :caw, at 6749 13th ave NW Seattle Cora BThomas kcw Jun 17 1940 by CoraBThomas , bef .frank P Rutherford n pfor wnres <it s n s Feb 27 1942 ml sp 6749 13tuave nw (70R) if' o ,eg, ..--*�h1?.Ct� 1¢y iff.x i tt -�r 14s' _ 0. 7 t: .ram .✓...t 1 7 ` t er - f�.t M _ S, tYtt a ! A r ts.c''' t f 1 s- ‘,' ��Yr: .,Y s t, .r I%a; r rr ,�f. 1.t r r .r 7 t _1:1,...t:,r �' '^-!t jy} ` f: ,' wax ♦ i�Y+ :.1--w1- 1 s • �l !.;. f�L1 '- ��,.""' .`.sNv- s..,-•r' --M.:..-. ,.ay_;,.lc•i�;�...... . `'�'`.. .1 'aL_. ...I- 'v __ - ct . r •• �r r .. • l-<.,•44 Ytn.Ai` . .n� _ .I nyl.t - ;.• s' ''t � ,.3 . : _,.. .. • . r . . .•'s':t.: G L en june 11 42 �. �l 324553L� 2 . Paul F. Buchmann Hardware Inc, a wn corp clmt vs- Ulifford . Davis andA4.:re s L.:Uavi s hwf Notice .' gvn that on nov 5 41 th f_. was employed and,at tile , request of sp come to fur_c.aG,-trials to use on fd re sit ckw 2605 V 9/th sit upo fd re kcw st - ��.n. blk 7, Lit 7 , a North each an actin to cs, e.cc to plat ter f rkdd in /". vol 26 ofplats pg 45 , rkd:., of sd co, and that porofiot blk 12 , nepla•z. of Blks, `4., 5 , o , 7 , and North. Beach an addn to cs, acc toplat tho . rkddi.n vol 28 of plats pk; 14.;� ,rkds of sd co, ctf; Beg at the NE cor oflot7 , blk 7, North Beach, an addn to the C s; th• SEly a d_ s•tof 32 ft tc. an-t l(-r ft due E of P ino*' Sri lot 7; th Spllt theE in of sc!lot 7 tc the S in of sdlot 5; th W to the SW cor of sd lot 5 ; th N to pob. • that' sp is tne owneraad re..uted owner of sdld and bldg. Work ceased mar 27 42 and was of tree val of ;s732.11 for woh lien is clmd. Paul F.Buchmann Hardware Inc. corp sl by Pearl M.Gaines sec key' june 10 42 by Pearl M. Gaines .Hu sec of •sd corp (of) . bf .Virginia M.Buck np for sw .res at s(ns apr 22 45 ) fld William A. 27 Branigin Olt Tms Bldg D june 11 42 3245535 i apr 29 42 v10 :;.55irs st .. aul L. Ruklich and �:arie Ruklich , if to Anthony Ruklich fp cy ar-ri war to sp fd re si t;.ccw S of the S2 of tt 211 C.B.Hiliman' s Lake Washington Garden of Eden Addn to c s , div no. 4, ace to the rkddplat thof. om 14.E V' Paul .L. Ru lich Marie Ruklich Cook Co.Ill by Paul L.Ruklich and '_;;a.rie Ruklich •hwf: bf John P. McNulty np for sd and (ns st res at -- _) . no mar 13..:T� fld. • sp Renton • • rgl • :• I ' • i • '''''''':"."-'''''-i:7,if-'4V:',4-•-!nit..!...,,..-u'M'Itg=--7.0M.-r:ig7KM1)-nigirAtf:,k di.,..7 -3,--',IsKi,4'111.11ekW4-.).C. 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'-'1-'77.-''. -4....I.4.-.,---4-•-•-v---,,,_;•:,...„-,--.../....,;.-. .7.•,, ;..7.,:..f.,-.:.-:; .,.."-',3';1 ''•- ll) .. -2-.- '• ' ; M 1 -: ' -i -1 , _ . . . : , - r-$.9,--,-. :_;:r..er ,1,,,,,,,e.v....-.4,..,?,.7,... - -:-t.-..f.V..•:,•77?2,11; ••:1-.::.e.:-..5::::::ill';:.',1.`lt.?.;•: . .:17•P"...: .7•'--i-„•./. ., ''.,-2..:,7,-;,,z.-,:.1:.,,!4:::•. .....-4 -7.,,,...,,,,s,,,`,..5..,,,Iii-Vt?r.,-.1',.:2;• ' . . . r-4 .,,,N4,:,c,.,;12,,......„:,-,:rf,i.5::,,ip;;;:,-.•:::.. ...1,--,.. , .....:::,.i-...4. -.. • .. . ...f.1 .. .i . : . .,t.1 . . --„,..,- -,,,,-,.,:,-,-_-,,.... '-rf":;:,.:. I.; :•';','A:, 1 1 1 0 C:3 C,.. E.••I ' • ,: ,,••,•,:Igl 7'.‘"'Ir.• 1';'":',":':"--1:',1:.•:,t,w,;,E1;t:.? . .,..1,-.,::;.: i•-•:.;-;:r.;- it-',:"--;•;?•;.';.,, .:".; -.:.?)-!',,:;-i •:-. - ' - -.: I 1 ......1.7,,,,.4.,-s.,-....td,',:.-„::".f,fr.:-.7.,4-:,-"..4*.i_9_:-._,,,.-;::- • " c•J 2 c. ,f,..: 1...T.':-...'r! . :. ..,%-.'i.i:,-...v,-*r.,.;-i..:2ps-r.,:.,:-„.:.-.%.•;:::i, .• f.....JIT. CLAIM DEL) :-•-•';'...', : :-'4'..":;FA:.... :,.- '.. . -.. Herbert T. dacicnr, tn and .,,....-:,.. k:.,.;?.. .:.:... .,,,:.:,,-itc4-;•;,:.-. -. 1 THIS DENTURE That we, t..i-,,,,,....:.•---,:rizyks-,,:,...,,,,....,;••....;,•••;...:..,,,,,,... . .,....,,-:;-.,...„..,...„ .5.-.....1::ities..--!;.-.•--.1E' 1,,;',1„:-;.:•.;:z.:-T,..-:::-;:04,4P.-.4:R-'.,f0,-,, : '....-7!. -,.. ,'!;:"2's •'.• '' Melba B. Hackman, wife of King County, State of Washine,ton, for ad 1 '"'-;•4'.'70'•,'4•1'417..zit.'•: •01.1. ::';• • '.•.,:, ',.:f...,..,;;,:; - • __...,..„: • ,„:-,?:::::,.,.1,•:5..,,,...5.,_ ,,,,,,,;,.... , , :'••-•';'''-• -.;,;;;O, • •;•'!-:•, in consideration of the sum of One k:11.00) Dollar to is Ln hand paid and in further 1 1•;-,..:.*:,..--::• =4-3;V%10::,44-•,=!,;... - . . r"'-'71 •••.,..';'---,,,..: 1:.5,-,..2- - ' .."';', „7.;„,•••,......"-,-,,..4, ', ::-.;.:.consideration of the general pub i.. 1.7.1fars and 1:,he r.:pec.:.s1 benefits accruing to us :••••: I.•?:•1:•;:-;;;T.-.5::.=T;;.;-.:-7",iv„, ,-, '•••.'• : ::"'''.f•I • /•••'' .therefrom,'do, by these presents grant, °envoy and quit.,-.11aim to the City of Renton, '•''''..1 ''•'•,-,Naj.f.e,':1- 41-.1.:- -:If --'.,,S7V1: , ,.;:::,,..• *7-"'. .1:,:c5.,' • • '..: a municipal he corporation of t S-..ate of Washington, for otreet, alley and any other ''..1— -b 1•-•-:, i,t••:?2:•-•,z,;-,•z,..L::ii.,:,?•,--:.•,- , . ,•.‘, •• ., 1; •,,,,,,, . public uses and purposo ,..: o .loiri,ng, .o s, .I: '-3.ao,:,. parc,ols,. ol,ao.r,:,11.1ying, and '-':".-' ',SI','•-•`..': . --..being, in said Kir^...4.r.a..^.ty, btate of Itasning-ton, to,... ,..Pb.. •'••I'• ,,•• •(,;.I •••• • :-...' '.:1:;... .i • • ''....:;1 ...,-Jk7:7;'4W11 l• • . , S • . .., .. , - :- ...,4'5.:44:01 ::...' ''',"::,. ..1 ' . : . • -.4.,-,.;•.-4.--t..,---,. 1 -'',t•-•,,,31',.e.4,,,.,•"!.,-..4: ::;". ..-1'.::',:;"i :--- -. • ' IIT e north 30 feet and thf. west 40 feet, o.' Ir-..c!, 217.; C... '„ :!-.1.1_1:-..r...r.'s ,-:5.: •,..':--a_fet,„' --.-- .-...... 1--:....g.71 - ., ,-. - . ' ..--. .-.-_-,..zt_'.-61.1-4„...c...S__„‘-‘1, • ,- • l'::..:--'' ' . Lak., Washington Garden of Edc.n, r)i.risl.On !..0. •:•," • • 1 : .,:,;':,--,-,,.-.4,7.7"..;,, kititZ4.Ift •.'. 17"1!:•:•:. ' • . • ' 1 ';' ,Oka'ttgg • •- : i . "I ---.,,,'.:.,:•;.:'MI., 1 . . . .--- • 1 ..-...,st.:4,,,,.:1-f.,z, , f 1. •,..;::,f4 rti ".• "i% ':•i ; .: .P.'i"2'.%."'3011.".:''..:, . ,. .. . • • . '.: . • . •.... 1'..:.,,,,..' • l• W g''' ,4,1 •;;' ..,1':;...7] • ' TO HAVE LIM TO HOLD the said described promisee v..nt-_, ,-.1,-: s7:_d City of iienton, •:•1.--":-1 its successor or successo:cs for the use of the pub1-1, ,.c,..-. , :.,..,.....w..,.%62.1=.1, ...„ . . . TE• ..i—••••••-."1 • WIT1 SSETH ou,•-.- hands and seals this2f day of --2-7/"..-.11 -1--':ei- : : 195 X . rj. ;..."'Ld' ', ' .. I )_, , . --- -I ' ',... -.._. ="---)// 2 \ I '7 „if,_•gfr-7 • ;.- ‘-'sv..t.4..:', .• 1 ::-...- .Z...-- i i -. --'-i.-""-,471..,4„..,,Kf•r4 I ' / 7,4 // f , ) ..-, t.47.-:-_-.". '..- . 4-7z7i-r-2,re-,-e-,;_...,111, • . ---..,.... .,,,,,..--,,.,..k.sa 1 --:- . . : I, i a-',. . "7±7.7..g ' .-..Z.-Mi,,,M.:*-7..% *. /N-4-1-11-1,1.- /Al• 7. 1:7-21g. ./ ( _../'IL) 1 •flq,r. .1.7,11-i4V:.;:i I I :'.. " . ' -:" . 1 '4.g...55.4.141i4P'' - ' •, ' . • • ' '.i.W...pirv.e., -•i: Ifrf'4.'il - ''''''''. WITIESSES: " . 1 •IA-46d,---4:=1:.,,,,,,:i • 1 ',.,1T4`g7,, '.i,;-1,;-::. ...•;-...'.. :'.,';'1:-Y:..,...f':;...-.'.;: '',',;•,STATE OF WASIMIGE:)N)ss • • 1 ! %Ii1.4141WZ;1-1I ;;-•!.;',7: -„:2-,V.'•,71:-.1:. ;.....COUNTY OF KING: ) • :i •_;-R1;. ••••i....,,,,44. '4 .."1:,;?:'?•• • -' '•••• • . - .-, .•:', •.,:,.• - •-. : • I •a,,••• •c•:Fxr,••••,-,•,••-u. :.:::'•!•,• .1 •:.,--i • : •,• ,•:•0' ..'iv -.-- /' • " I li:Tvgif.,-if il?,:g .* ..f,,,,.;. . : ' .. ,-•' 'j.0. ;..:,7.,. L,....,1Zies ret 12(Cell , a Notary Public in and for the said State, 1 - li:,,, ',, .•.%do he-_-eby certify that 9n this: ..-:.(--- day of _ _ _ , 195 ..F-' , parsonall7 •, 1; :•: . appeared fore me 'Yve;-;,6-5-1,- y•-' .)V -1: -.,41.-1,--e---- • •" il'-",_,(eXer.... 1.":.• .A.4-...--i --2-e;--•— ' to me known to be the individual s.. described in arid who executed the witirlp 1 I. !;;,..i,-,0;'''''''!;1:1;'..:•;:::,.•:;%::: :::.": ....,.. ,. •.••••••••,-.••••...,.. '.., :::: :..,1 •,. instrument, 'and acknowledged that tn,...2- signed and sealed the same as .../ e.-a. ., 1-?:.' • . free and voluntary ao.. and deed, for the uses and purpose:: therein .,. .. -•,:'•;, :1 3•,'',;:1 . mentionedi• .• . • : • , - . . . : „:47....•:4:7,-..,;•_.:, :.:,.. '..',•'•'!: .`..1•!..1 • :•• ...• . . • •-•••• , • • i 7:•:::.....1:::::.::::.:-:. •-•.1 -•!'..i'•-•": , - ' IN WITMEBS•'r;HFREOF, I have hereunto set my hand and nil:Load 177 official meal the •-:-- :;-1 :f'•:: „day 'end year in this certificate iirst above written. •••••:-.• :',1::,!,:•::- ' . .:.• - .' - 1.Tf-":-.', • '.•,' •, : er.----7:-...--,........"-....—...." ' - . %!-:-.--;r2t -.;.,V-- • ' , . ... . _.,: .,.... . , . .-.. , . .-- ;•:.".;',:'....,-.,`."::-•:::: -• •-• •- • Notary Public in and for the 5-:.:ate of • . . . , • .. ,... _. _ Washington gent.:141.; ' • ''.-J:..:;.'...:?).•. ". . 1,',7"ai cli.r,:-. 3:::.:,. M in Ftpiri Cniii,,,,,, • .--1.:;* i RoLuy Public aud ice Mc SM:c of nt _. . . t i'.. ..5DEIg • is., so f4111. 0••••.0•1• .. :." • Ti ,--' ' 11'...,`T`';1.1c,7.:`,1,'".";••• . . ----- . . . • --•:•• . -'•--••••-.f;:--.:.:••••-;...,.:":-...--.•-•?,--,. -1-4-tm„!...-14•7?x-s:,:,=.7-.-,,,,,',„eso•?,...4••• •••7-zEuts17:=L9"tzir'..,t.c'4a4.7:;...}-,-.'" .,.. — —1717..--•••••••::-;%. ..f;'•,,,,f•-.0.• , .. . . . . • • ' . • . . , .. . . , . .. ....._. . - -... : ;-.• ' •• ''..• .: '•...1 • • ' . . • ' : :.*”.•. . .. .. .. . • 4i.'"1\br42.47A . .. ,. .. • " " 1 v_i• •C4.2:41.7,_.,.:.:4 c: • 44-,d, ,rr THIS SPACE MIYILIVECOLX1'S DM • . • '.:1:-4::r:=2;:i 72A rlarom 1.17-2.= .c .. .. c ter ..1--;..- . . , •,!..:.:• •,1 • we'lilikg.rrom 111..);ertne,ce v. W.. :, 1.-- ... . ...... Filed fcr Fteco .iv at Rztjut*,c.1 = ccs ..`L'IF; 0 • .=.• 7--• rT'l ;', , = co :z 0.5'-.3 . --. 't,r).•-•, tz". ..,!....,= ! =, .. .. ..,. ., . ,,, s•-...1 ;•-r-, • .., • '. ,..:, c:L.•It- t 1... CC' ›.....C-= ;.;.:•.c . E•••? :• ....-.. •• :" :• ' .• 1 •=-,'"' W251-.M) COMMU N!TY - . •. . ; : f'..; yiacr-,•:., V•L?...",;.3':"T'..".:-434.f.r7--- ...., .....,..,... . cl.....::.!....•- - • . c:.•i...;-..r, b..••,: •.-• • ,---, . •• 6-.-- ,.. . v.. . ::.;...., . . - ..-... 1 . PORI L 56 A ' : C= CZ1212 Val= Deed A.9,19,3ab--3 . . . . .. . ....-, . cp n r1." c:-.....,.:11Ta Hf.ZEL W. CHENAOR, as her separate estate ." "'.-----..1 . . . . . .... - •=..:• NdTergY •- ., • • •-...i . in coneidaratton in lieu of foreclosure ISE TAx fcr and of • ... . • • corr:cy and quit claim to WESTERN COMUNITY BANK . . .. --.......,.•,.....,...._: , :. :. E0579.92 ther....„... %I 4 fan ng eaten,cyi described real situated in the C King cunty of ...ttun...................j -. .... . - :::.;1'1:•.:' : e7.• , , State of leachington including any tercet therein which gran or may hereafter acquire: As attached he to and by this referent made a part hereof: PAPCP-r, A: :..-.;:-1. •:::--• •... • :,,:"......?.,'•••••;-''.--,..;:i THE WEST 130 FEET OF NORTH HALF OF TRACI' 2 , C.D. }ULLMAN'S LAKE WASIUNGICN • GARDEN OF EDEN DIVISI NO. 4, ACCORDING PLAT RECORDED IN VOLUME 11 OF •,,:::''.-:::','":,.-•.%,-..,;4 FIATS, PAGE 82, M IUNG • -NTY, 14SHM,... ,...,7,L=PT THE SOUTH 160 Pr.:-.7 TPEREOF, . ',.--:•.':':.! .,....,7J1::"':,- ,1 AND EXCEPT THE NORili 30 . THE i."I'M 40 FEET OF SAID TRACT 211 CIONVW TO TEE CITY OF RENTON BY DEED RECORDED UNDER AUDITOR'S FILE 5306226. TOGETHER.WEIH VACATED .E. 14TH STiq.,:12 ADJOINING, VACATED BY ORDMANCE NO. 3261 .,.,r-1::::,,7,.-,....i...-...,•,....,•'‘I N r • ••;',.;:i..'...''.'•:.'."•',:-..'....:1,...: ' PARCEL B: ...: ::.V..•:,14.T '':ii.i,.1 • THE SOUTH 160 11.2.171! OF THE WEST 130 kt;•.:a. OF THE NORM HALF OF TRACT 211, C.D. IMLIMI'S LAKEIWShMIGTON GARDE,: OF RT7'....1 DIVISION NO. 4, AOCORDLNG TO THE PLAT ..000RDED IN VOLT2•1E 11 OF PLATS, PAGE 82, IN KING COUNTY, KASHEIMaN, =EFT . • WEST 40 FEET THEREOF CONVEYM TO THE CITY OF RENTON BY DEED RECORDED UNDER i .6.5.1,..'ZJ.:0..,.:.7.:." ,1 ; AUDITOR'C :ars NO. 5306226. 1,..,,:::::::::,",‘,,:-.^.2..:•••,•;,;:,-) 5& . , •••••%7:-.:•:,%:'.,.•:,1...,::•:.:; :"......i E.- 57b0 ,,.:1,..•,...,,,,,;,-;.!..i..>:-., . ; . . f .. .•;:i•!..,`'f.%,.••:.:.-••.:'...I . . r,. 7...;,...5.7*1'...."!. • t ":.fTii`..:•'..•.:,.. .. :',.... ...i - • - 3rd May, 1979 Dated tilt., day of ...• . r d• . ..,:''...7 ,-%•':,.--• '-.-: (SEAL; . ;Mtn: CP 1-D-7111.1•-exfai, I. ...'..-i).•::•41 King 1r- • ' came:, 0£ A":•:•'.'.1'.•:•••.;:•::•,••':..",",i .' • ,-:-.0,1'7 -:,„:,::-.:'„i': •• .',;.;:1;::••:„•,',;,:::•••••••::, ;.; on this day ;creamily appeared before r Hazel W. Chenaur co me ,.now- to be that individual doecribad in and who executed t'e within eod foregoing instrument. and 4, ::,,i.,:J.,;1 ,,:,,,.4 1 achnowledy.od that she signed the same as her free and voluntary act and dead for the • ,;,14;••...:!:::: •::,••••1 ••••• ' "'•• 7... 1,7•SP-:.:',.*•.:...!."..f:-..i .... Won and•oN'i:saa,\the,m in laNihr.i.maid,';::-.......,- . ..e....; s..•',1'::*0•%; ,t. ,...r...;:: .:...vloarl•;:•A:=.,-..,.),:.--.' cze=are.45141.y.Aapt:anajoilj.kial,icit thia 3 day of May, 1979 ,:‹sr,r,,,.7.-r.:,:t,v.,, ,,-, .:...:),"7 •.:J 7-; ,•'•'..•••: .c .-• j:';'• • •;',14,..-7.2,;':''s;:.?:'7q'::::''.,', ''..-, •-.,::::" • :..:;,••••..... . ..,'' ......... .0:`•;r7.:::',;. clam/ PuAlie a dtd son tic State oi Vashaatan. t'5..1:gt;..;:f';.t''';•.••.,:;.t . ..,.,..:?i'a.:, 0 ::() '': :: lethaing at "/„.......{.. . 4•0: :'''PZZ;;; . ...ep-:•:.....•••••,,. ... • • • i . 1V.4 .-11; -- • • '••• • '• .,•,i,..,..'1:,...1:: ....;f.'..-Ov.':"..;-,,,,.i • --,....:.... ; .•.i, A.';!--.•....:...!...." .. . . . .. •........ ;;. :j•iyar,di4,4 :.q'';.,•!%,'.':::.,.. 'f.4.:.:;•:.4'•4.01;, .1 : ::-:,:.::.7.::.7 :1-itl.A.t,444.4c‘am"* ..- ". --1---,— _........ ..‘..1=1::. .,","0.•!... ••••••-••••,...,...—",",""..."...., .:".:":‘,4g_iitt4;ItriftWe'M.;.`k:t...,-Otth-;11..,,,I,*'.41,t11".%2:::: ::4!SA.,:at, •-q.,,:Z.'.--,. '---•:.-..,:_:'.A,:...7':"2:::.,:-:;:';AZI".74WFV7712:4P(E'?'W;:-C7g4R.: :'•.. •./.-'•t.. 444:5;"a4"'-i-AV\-4 .4,..*'-'-fa5r417$.g,if;7-t.1.f.‘!P•41.%,err,A•t-, .W:::,Ps, -. .:":-..E.,..g.". ..'d- '"."'•!'t:V'• _MM."1.'' :.,,'..Z,71. --..iiV?..i?:ire '-z:5;1.474:gt-Fe':,..7.74.4.'t '1_ • _Rr'. :v r: .t: ./,...M--,;•.m �i'ie.:?i-x:72,r..a�=_ „ Netc,:+t:i y;. . •[ .:t. :'+.:':., .----•,-,,, •s•'. r _ �•a '' -� — - - _ �.��„�-F .2�, ` 3`..�. ^z'''�'!�• t—��- '^r' ,.•N isi'�'. . W2 ?�• ✓�.. -e.1., �:h� ri• � .:.......•4 , . ' ..,.. . • ilftrat• ! CD ,; c• :.4 q:;�M,� i `� ��66a;��+qge�l��44TTppqq��pp!!����7agqtt��pp�� Tranatimerlea .;crar•St i 4r Tivinn a1a8St:DfitlaC3i . Title' - •Ocmpany T•riia SPACE rrnuVIDED FOR REC'ORDER'S iSE: '1•P"°nL , Title Insurai rce Services , ,".y.•,,y �.,wUA 5 ':::':::II,-9 ,. KING COUNTY y. . L FILED FOR RECORD AT REOUEEST OF EXCISE TAX PAID `<� _ > rr I FEB 201980 ` a =� r r:•5t` i� W Wc. 73.1.,� ..-k• .ram f�''•)�3 tT ` C. QJ _ �J .�,.• �. WHEN AEOCa7E0 RETURN TO _ � C' G •'i*•.f< 'fir. ;F r.i,;;:rel.5,1 p ',,VLSrL:.`N CCMAJNITY BANK :� rV L •s' J,^'„,t f'�t`.: :iiis,•'i .^.�',.l C.2 Nome - t _ _f. 4 �• •• X. "�':a :r.:47•' j.., ;;Yl;":: O Addrosa P.O. BOX 7127 CC ;;mom .;:::.:';:•.,- . rs�,ri =* ' ca TACY:.''A, WA 98407 (y�`' ..,:•o i =�, _11,, =, City st—zh •Vl U N;, ;' ��r. r 55 Quit Claim Deed a 1 3 .},�., t •r•.... •, ::Y.:(1. O z?ol,` .7::..''.: ••:::,,'..-.it.rlr. J. :,= ;'Z'.< ;".1,;;:', THE GRANTOR 4 L"S.Tw1N CCl`?•'L'NITY BANK, A Washington Corporation fi ! v',•• ;.' '�t.�;v��q, '� for and in consideration of FIFTY FOUR THOUSAND EIG4�' HUNDRED FORTY SEVEN and 89/100****** 'z ''inn' ^�i:•�.,t..` -....::fl. W `.;. ` -•. 'r •i. ''`' conveys and quit claims to Di,^•''OD E. BID i. ':�;,, • ,Yr Ff, ^.)+'?. the fou r,'.1ng described real estate,situated in the County of KING State of Washington, I• r'g:ztti together with all after acquired title of the grantor(z) therein: ,t.' : ,. �?I',,. PAtCJ , f ji £y':{':` ii�Xj;'.I THE WEST 130 FEET OF THE NORTH HALF OF TRACT 211, C.D. HII,LMFN'S L rr iSHtTNGICN F • � "' 1' GARDEN OF EDDI DIVISION NO. 4, ACCORDING TO THE PLAT RELnFDED IN VOLU E 11 OF 4r •a'._. ' '.x,:ti*� it' y.. ":' �_" `{'*` "-L.x-�c^;1 PLATS, PACE 82, IN KING CV''Ui7rY, FtASHINGTCN, EXCEPT THE SCL'IH 160 FEEL' THER�F, ..,,fir tt„%;;•s , 1':�,.' � y+��"��^^i'.„ ,'' ADID ERCEPT THE NOF(I'fi 30 P'Y:tl AND THE WEST 40 1•'l:,r�r OF SAID TRACT 211 CCNVEY� TO ..fr'- i`°fi'A9 THE CITY OF RL�'ION BY DEED RDOORDID UNDER AUCITOR'S FILE NO. 5306226. t:, , tom. y,„ i 3�, TOGETHER WITH VACATED N.E. 14TH STe—t. ADJOINING, VACATED BY ORDINANCE NO. 3261 t" , ,, PAPZEL B: - " . THE SOOTH 160 ]t.L:l OF THE WEST 130 FEET OF THE NORTH HALF OF TRACT 211, C.D. HILL.Yr N'S LAKE 'ASFANGICN GARDEN OF EDMI DIVISION NO. 4, ACCORDING TO ThE PLAT 'Ay4: '' -, RECORDED IN VOLLE 11 OF PLATS, PAGE 82, IN KING COUNTY, Fri 1, EXCEPT ThT 4,- ,•.-, '+?' „.; WEST 40 P'P:ti' THEREOF GL IEYED '!O TF2 CITY OF RE*TICN BY DEED RECORDED UNDER ;.; 4 ;.it* AUDITOR'S FILE NO. 5306226. 4, ''�' I ?+ U,. 7,. ';r._� Dated kEBRUAI� .14 , . ... ......... 19.. .. . . . a ' ".••. • • :sir• . W s,17.7...c01 4.. ITY BANK By i/-.. (Individual) C. 'lPr It. n t. 7` 0%"ct ' By r is.retaryl tt'' .i.Ta•' Yr + F...e '°'v (� 1r:S`- x1-...:4-. . STATE CF WASHINGTON 1 STATE OF WASHIN.^,TON r.. ? ;q. t ss. PIEFRF �,. 4f ' ,- )ip , tr• COUNTY OF.. J COUNTY OF I ".•r i�5, • On this day personally appeared before me On this a 4 1,day of £ 1tI7AIZX 19 80 befo:o me.the undersigned,a Notary Public in and for the State of Wash- is�'';.eti.• 7. ington,duly commissioned and sworn,personally appeared ?i f' , to me known to be the individual described in and IMIII1..T�...* t. l''r•_?•- .5 who executed the within and foregoing instrument, and • F y f' and acknowledged that signed the same to me known to be theASSt Vice Presidrat and • '....Secretary. '+, -.. /.',..fan:. .' } as free and voluntary act and seed. respectively,of �VESTEf� t,f lm. 3=• . P a. P'1�nvi ent.._.' '"• y ,,,� for the uses and purposes_herein mentioned. the corporation that executed the foregoing.irr��tl'4xpent, L+rtJmowledaed sr s"A,,,,i" the said instrument to be the free and.voluntarq�,!�and deed,titi id torpor- ' . n" 7 ation.for the uses and pi.rposes therein„rtepttIonaarraarid op e:tfi stated that .f,: ' 'e �,d��.��� ..�.15 authorized to exeeula the sa[p!iltatrdrnenC'�'that the seal x _�•?l; -} ` • "� GIVE:?under my hand and olt seat seal this affixed is the ccr •rats coal of said eo por^tiop I - -. '^� i•'r• : Witness d a9lcial seal t1�rr o'slllt�d .' 1� a r.- 't�''t'" day of ,19 f . ,� . , :and year 9rrt . -,Qy - above writte�•, hf'r•'f' ' ' v, Ry Notary Public in and for the State of Wash. • ary Ft,hlie iggnd for the S W.. .} (ton. f z rr..: r idin n- j.... • p •-t• iavon.residing at g ••• •• '•:.; is 4 0- rtY't aArZ., 'Me No.Wes • _- --- — r.• • �.-y-. ,ty. '- 4r , ..`"4-44-P:,4 p',er`c''}l'Y'i 47;11: +t R,r'_ i tvr, -t:�r.m -- C• - 7 - ... ' ' . . 1 t j .. • '• ..„7e� .. . r n n,:. * 4rt.aY i ^jL' •y,{-A-*-y4.ye•ra•••,tF-i.•i•`N •, E 1;:g eY s, . i- Y J. r•Y-+A.{J.--,: ..p a * •'� -;h„ { - t r , ., a. , =' . '!""-M 4. - ' cFsf�.4...4-a�• xGt�� Pruy},e+,� r 1M.+•# J � i '`,qa. �I .h � , l � •, '•. Y7i• 4fsT, e4 „ " . 1 l s . ' •'em . 4 , 'kW.'" `d4 F � . .r1Fw1F *L 3A. • Kir:- � r a E -e 4/v s ,t.�i .. .x . F 0L,:.•.r:t"OL ..., .?- .. .is .*', ..., :' ,e „Z%3.;xz, :.;Z' C An.•.�:1 :S'�";::.�"ai"�!:' �t.Jr•Fi4{.< .i,l'.`�:-,•.•� , • „%,7,•• ;t:X;..;;:•,,;,:' it `FII.,'E for Record at Request of ,;-;ts '+�n'' ' s ' Recorded at the request of betty Ann ��:�� ,;; et Hsndly. . .= .f:1 Return to Bett y sty Ann Handly, 1800 Westlake North, :•,.., fR s; : n1 Sure lul, Seattle 98109. • 'u' _c 31 O F 4.30 38"'r :';,` ..,' .4,1'} : CASMSSL *�+ ,,,,4- .`K,S.}V•� yf•� 11 %> „-44, �i KNOW ALL MEN BY THESE PRESENTS: '0 :(,f.;'g`�'',•';',,si That BETTY ANN HANDLY of Seattle, King County, Washington, �. ;:,!,f- :: * ;. * p is the wife of Rodney E. Handly whose address is 9916 Waters •i`'4if� '4:4W p'��': � Avenue South, Seattle 98118, King County ';A } :;%:-` !?'�' • That Rodney E. Hardly, according to the records of King '•' '�)i.i� Court Washington, is the holder of legal title to the following y'�71^4h';•�k >itvS�';>`�'•"'3i13 described real estate situated in i co • `:,, •;,+. ;;.z-7;•.f„te,•4 The South 100 feet of th North half f Tract 211; I. '•l"tom'`°`�` ``w" ''' ;l C.D. Hillman's Lake Washi gton Garde of Eden, :k f a 1 "i Division No. 4, according pl ecorded in volume 11, :';��•a.r�'t:;.: .4 page 82, records of said county, EXCEPT the West 130 b`t`.s1.+. ` ;1 feet thereof. ;.4Z'�.A4e ... The North l/2 of the South 2/10ths of the following 'leezt s`�`'iv described tract: The West 1/2 of the West 1/2 of the `=?nS: .H.�=,�:�,�� • Northwest 1/4 of the Northeast 1/4 of Section 32, • aiY" w s,iw:• Y� Township 23 North, Range 5 East W.M.• EXCEPT the '40.i. tVil.W North 30 feet; AND EXCEPT the West 30 feet deeded to ,,.�4•j�4�,�a.• �_ King County by instrument recorded under Auditor's File , •; �. .�...f' No. 791766 for road purposes; AND ALSO EXCEPT Roads; ' `'�. N. LESS all coal and minerals and the right to explore •t' ': ',;" . .;'; for and mine the same; Situate in the County of King, :ate State of Washington. y• 'Cr,•, j+''<': ' All of Lot 18; and the West 27 feet of Lot 19; Al]. in 1. ={Y� '.,'="' ; Block 7, Darlington, according to plat recorded in Volume "°' =., ;'Y r 14 of Plats, page 7, in King County, Washington; EXCEPT '`NF that portion deeded to the State of Washington for 4,.`vi .r-e State Road No. 2, recorded under Auditor's File No's 2545570 0 and 2545573. 415,, yL That by virtue of the marriage relationship now existing WV,• r., ' '' %� 'trt between the said Betty Ann Handly and Rodney E. Handly, Betty ';) ::;` "` e. Ann Handly has an interest in said tracts of real estate in that f"it = ,-ie during the marriage between the parties substantial payments have Iti :4. ' .� been made, ut..lizing community property funds, to build and h%oyi• z1.•1. '_ems._,;'_„. ..,' :... - • • • 1111. ;,rrk•��•y.rf._,,, _2 °,yV : i preserve the equities in said property, and each of them, and ' :t;E;''::.5, to p..y f.._ _ r...� �.,,. real estate taxes, insurance, repairs, maintenance ?'4'S = ?: ,:,; •1 07 and upkeep on said properties and each of them. VIIWt; co :`j,1t.1 CDThat this instrument is executed by Betty Ann Handly : :A77:^a : CO in order to protect the aforementioned interest in such real u , �: CD estate, pursuant to the provisions of RCiti 26.16.100. n .4'' . ' DATED this 15th day of August, 1980, at Seattle, Washington. *VI :� l':`:.t'- '1' ' / . . it�a•,: " i BETTY NN HANDLY PEV• ' ''' I STATE OF WASHINGTON ) "''fir ''` COUNTY OF SING ) • ..+1�V���at� i I";.. "" On this 15th day of August, A.D. , 1980, before me, the undersigned, - .tom. ;;�.) e,s a Notary Public in and for the State of Washington, duly commissioned 1. ,. •n.V. Y;wi,��j.i and sworn personally appeared BETTY ANN HANDLY, to me known PN �... ' to be the individual described in and who executed the foregoing 4� instrument, and acknowledged to me that she signed and sealed • �: n ; the said instrument as her free and voluntary act and deed for -:; the uses and purposes thereinmentioned.vi.• ' ,-,N i k'''"'' WITNESS my hand and official seal hereto affixed the day and 5 *' year in this certificate above written. 1 �' • ' /Cry ' S"�� �C- ,• e Notary Public in and for the rtte r"-• "-, , 1 of Was ing o residing at/ �,1• `` •': PI' Al . :,.._ . _ _ : :,.. _„. ,4„:_:04e1 _..... ... 1 .., • 0,..,,,,Ip .i., . _ . . . .-. .,... „ ., Ri7,3r,pnc_p .)4i.,rpa_. . .?,4:: .4,1 , .. ... .. ,. .. v-, rent 19 3 59 ,. w. i �'� fir ,:I.'. r REcopa-s 8 ELECTIONS A 4. KING GOUN;7 0,mar,• S&/30/99 13:27 FAX .206 343 1330 ' '0 ''_ UNIT 12 Pacific NW Title 2001 I PACIFIC NORTHWEST TITLE COMPANY OF WASHINGTON, INC . c' 1201 Third Avenue, Suite 3800 �; Seattle, Washington 98101 f` Senior Title Officer, Mike Sharkey - �`�` Assistant Title Officer, Curtis Goodman LILEV,_.�_-O. ;:,E. ''au >N, Unit No. 12 Ci Tt OF R.E.irTi� , L Y, e . FAX Number 206-343-1330 • Telephone Number 206-343-1327 O T 2 r:- "A RECE QED Arcarius Homes . Order No. 389802 6947 Coal Creek Pkwy. , #257 Newcastle, Washington 98059 CERTIFICATE FOR Attention: Brad Olschefski FILING PROPOSED PLAT • PLAT CERTIFICATE SCHEDULE A GENTLEMEN: • in the matter of the plat submitted for your approval, this Company has . examined the records of the County Auditor and County Clerk of King County, Washington, and the records of the Clerk of the United States Courts holding terms in said County, and from such examination hereby ' certifies that according to said records the title to the following described land: As on Schedule A, page 2 , attached. IS VESTED IN: . WILLIAM J. BELMONDO and JAMES A. BELMONDO, Co-Trustees; or their successors in trust, under the ANN BELMONDO QUALIFIED PERSONAL RESIDENCE TRUST, DATED JULY 12, 1993 , and any amendments thereto, as to Parcel A; and ANN BELMONDO, as her separate estate,, as to Parcel B . SUBJECT TO THE FOLLOWING EXCEPTIONS : As on Schedule B, attached hereto. CHARGE: $200 . 00 - TAX: 17 . 20 TOTAL CHARGE: $217 . 20 . RECORDS EXAMINED TO: August 25, 1999 at 8 : 00 a.m. PACIFIC NORTHWEST TITLE COMPANY OF. WASHINGTON, INC. Mike Sharkey Senior Title Officer • Unit No. 12 . - - ck,. 08/30/99 13:27 FAX 206 343 1330, UNIT 12 Pacific NW Title , C J002 • • • Order No. 389802 PLAT CERTIFICATE • SCHEDULE A Page 2 The land referred to in this certificate is situated in the county of King, . state of Washington, and described as follows : • PARCEL A: _ The north half of the south half of Lot 211, C.D. Hillman' s- Lake Washington Garden of .Eden Addition to the City of Seattle, Division Number 4, according to the plat thereof recorded in Volume 11 of Plats, page 82, in King County, Washington. PARCEL B: • The south half of the south half of Lot 211, C.D. Hillman' s Lake Washington Garden of Eden Addition to the City of Seattle, Division • Number 4 , according to the plat thereof recorded in Volume 11 of Plats, page 82 , in King County, •Washington. • END OF SCHEDULE A • • • • • • • • • • • • l - • • • 08/30/99 13:27 FAX 206 343 1330 UNIT 12 Pacific NAY Title C�003 • • • PLAT CERTIFICATE Schedule B Order No. 389802 GENERAL EXCEPTIONS : 1 : Rights of claims of parties in possession not shown by the public records. 2 . Public or private easements, or claims of easements, not shown by the public record. 3 . Encroachments; overlaps, boundary line disputes, or other matters which would be disclosed by an accurate survey or inspection of the premises . • 4 . Any lien, or right to a lien, for services, labor or material heretofore or hereafter furnished, imposed by law and not shown by the public records, or Liens under the Workmen' s Compensation Act not shown by the public records . • 5 . ' Any -title or rights asserted by anyone including but not limited to persons, corporations, governments or other entities,, to tide lands, or lands comprising the shores or bottoms of navigable rivers, lakes, bays, ocean or sound, or lands beyond the line of the harbor lines as established or changed by the United. States Government . • • 6 . (a) Unpatented mining claims; (b) reservations or exceptions in patents or in Acts authorizing the issuance thereof ; (c) water. rights, claims or title to water. • 7 . Any service, installation, connection, maintenance, capacity, or construction charges for sewer, water, electricity or garbage _removal . 8 . General taxes not now payable or matters relating to special assessments and special levies, if any, preceding the same becoming a lien. . 9 . Indian tribal codes or regulations, Indian treaty or aboriginal rights, including, but not limited to, easements or equitable servitudes . 08/30/99. 13:27 FAX 206 343 1330' UNIT 12 Pacific NW Title L j004 • Order No. 389802 • • PLAT CERTIFICATE SCHEDULE B • Page 2 SPECIAL EXCEPTIONS: 1 . EASEMENT AND THE TERMS AND ,CONDITIONS REFERENCED THEREIN, INCLUDING, BUT NOT LIMITED TO, THE FOLLOWING: GRANTEE: Pacific Northwest Bell Telephone Company PURPOSE: Underground cable and pedestal AREA AFFECTED: West 3 feet of south 80 feet of Parcel B RECORDED: • May 16, 1966 RECORDING NUMBER: 6029020 • 2 . EASEMENT AND THE TERMS AND CONDITIONS REFERENCED .THEREIN, INCLUDING, , BUT NOT LIMITED TO, THE FOLLOWING: GRANTEE: Puget Sound Power & Light Company PURPOSE: Underground electric transmission and/or distribution system AREA AFFECTED: South 10 feet of west 15 feet of • Parcel B RECORDED: March 2, 1971 RECORDING NUMBER: 7103020307 3 . GENERAL AND SPECIAL TAXES AND CHARGES : FIRST HALF DELINQUENT MAY 1, IF UNPAID : SECOND HALF DELINQUENT NOVEMBER 1, IF UNPAID: YEAR: _ 1999 TAX ACCOUNT NUMBER: 334390-0322-02 LEVY CODE: 2100. AFFECTS : Parcel A • CURRENT ASSESSED VALUE: Land: $74, 000 . 00 Improvements : .$53 , 000 . 00 • GENERAL TAXES: AMOUNT BILLED: $1, 694. 82 AMOUNT PAID: $ 847.41 • • AMOUNT DUE: $ 847 .41 (continued) • 08/30/99 13:28 FAX 206 .343 1330, UNIT 12 Pacific NW Title 2005 Order No. 389802- PLAT CERTIFICATE SCHEDULE B Page 3 • • SPECIAL DISTRICT: AMOUNT BILLED: $0 . 94 AMOUNT PAID: $0 .47 AMOUNT DUE : $0 .47 SPECIAL DISTRICT: AMOUNT BILLED: $5 . 00 AMOUNT PAID: . $2 . 50 AMOUNT DUE: $2 . 50 4 . GENERAL AND SPECIAL TAXES AND CHARGES : FIRST HALF DELINQUENT MAY 1, • IF UNPAID: SECOND HALF DELINQUENT NOVEMBER 1, IF UNPAID: YEAR: 1999 TAX ACCOUNT NUMBER: 334390-0324-00 LEVY CODE : 2100 AFFECTS: Parcel B CURRENT ASSESSED VALUE : Land: $52, 000 . 00 Improvements : NONE GENERAL TAXES : • AMOUNT BILLED: $693 . 94 • AMOUNT PAID: • $346 . 97 • AMOUNT DUE : $346 . 97 SPECIAL DISTRICT: • • AMOUNT BILLED: $0 . 94 • AMOUNT PAID: $0 .47 AMOUNT DUE: $0 . 47 • SPECIAL DISTRICT: AMOUNT BILLED: $5 . 00 • AMOUNT PAID: $2 . 50 AMOUNT DUE: $2 . 50 5 . Terms and Conditions of the Trust under which title is vested. A copy of the instrument creating• the Trust must be submitted to the Company for examination. AFFECTS : Parcel A' • (continued) • _ , 023/30/99 13:28 FAX 206 343 ,1330 UNIT 12 Pacific NW Title C]006 Order No. 389802 PLAT CERTIFICATE SCHEDULE B Page 4 6 . RIGHT, TITLE AND INTEREST OF ANN BELMONDO, SOLE TRUSTEE, OR HER SUCCESSORS IN TRUST, UNDER THE ANN BELMONDO LIVING TRUST, DATED JULY 12 , 1993 , GRANTEE ON INSTRUMENT: DATED : November 22, 1993 RECORDED: December 30, 1993 RECORDING NUMBER: 9312300690 GRANTOR: Ann Belmon.do AFFECTS : Parcel A On the date of said instrument, the Grantor held no record interest in said property, and has since acquired no record interest. END OF SCHEDULE B Title to this property was examined by: David Clasen Any inquiries should be directed to one of the title officers set forth in Schedule A. cc : LeRoy Surveyors & Engineers/Puyallup/Paul Green DVC/ed/1831L **************************************************************** City of Renton WA Reprinted: 10/27/99 13 :44 Receipt **************************************************************** Receipt Number: R9905398 Amount: 2,266. 83 10/27/99 13 :44 Payment Method: CHECK Notation: #1612 ARCARIUS Init: LN Project #: LUA99-150 Type: LUA Land Use Actions Parcel No: 334390-0322 Site Address: 1221 EDMONDS AV NE Total Fees: 2,266. 83 This 7ayment 2,266 . 83 Total ALL Pmts: 2,266. 83 Balance: .00 **************************************************************** Account Code Description Amount 000 .345 . 81. 00 . 0007 Environmental Review 250 .00 000.345 . 81. 00 . 0008 Prelim/Tentative Plat 2, 000 . 00 000 . 05 .519 .90 .42 . 1 Postage 16 . 83 •q -150 (9) •• • • • • , • • • ELIZA tErril PLACE • • 41AINAGE REP'•,Itrf • ... • • FOR: A_RCARIUS HOMES. • P.O. BOX 257 NEW CASTLE, WASHINGTON (425) 746-5471 - _ BY: LEROY SURVEYORS &ENGINEERS,.INC. 1103 SHAW ROAD • PUYALLUP, WASHINGTON 98372 • • (253) 848-6608 • DATE: October 23, 1999 • • JOB NO.: 5351 ENGINEER: PAUL E. GREEN, P.E. •_.*:'• V.; .11;44\ PrJ- -7 T- - t • \.A. • I ; ?z\ r r •%•:..w. • r, • ' 7a,,..A /7-eg.ftitr•• • 4+. 22420_ 44:ky- 1.4, • • (2'-C1..'h Egf4gF,0; 4.taaig. 0;7,, • • r op.-•v FP/ /7 —*iv/-04,/ • ° 7Q0n .r-rr. • .e. Elizabeth Place October 23, 1999 Page 1 of 10 Drainage Report • • TABLE OF CONTENTS Section 1 -Project Overview 3 Section 2—Conditions and Requirements Summary 4 Section 3 — Offsite Analysis 5 Section 4—Flow Control and Water Quality Facility Analysis and Design 5 Part A—Existing Site Hydrology 5 Part B —Developed Site Hydrology 6 Part C—Performance Standards 7 Part D—Flow Control System 7 Part E—Water Quality System 7 Section 5 —Conveyance System Analysis and Design 8 Section 6—Special Reports and Studies 8 Section 7—Other Permits 8 Section 8—ESC Analysis and Design 9 Clearing Limits 9 Cover Measures 9 Perimeter Protection 9 Traffic Area Stabilization 9 Sediment Retention 9 Surface Water Controls 9 Dust Control 9 Section 9—Bond Quantities,Facility Summaries, and Declaration of Covenant 10 Section 10—Operations and Maintenance Manual 10 APPENDICES Appendix A Figures Figure 1 —TIR Worksheet Figure 2—Site Location Figure 3 —Drainage Basins Figure 4—Soil Map Figure 5 —Flow Control System &Presettling Basin Sketch Appendix B Infiltration Pond Calculations Appendix C -Presettling Basin Calculations Appendix D Conveyance System Analysis Results-To be provided with future submittals Appendix E Sediment Trap Calculations Elizabeth Place October 23, 1999 - Page 2 of 10 Drainage Report Section 1 - Project verview The project site consists of a 1.6 acre parcel located at the northwest quadrant of the intersection of NE 12th Street.and Edmonds Avenue. See Figure 2 for site location. The site is currently utilized as a single family residence. Improvements include a house with associated carport, driveway, and lawn all in the northeast portion of the site. The remainder of the site is vacant with overgrown blackberry bushes, and small alder and fruit trees. The existing topography of the site includes slopes ranging from 10 to 50 percent to the west. The majority of the site has slopes from 10 to 15 percent,but fill, and rockeries have created steeper slopes to 50 percent near the south central portion of the site. After development, the site will consist of 18 single family residential lots and one tract for storm drainage. The existing drainage patterns will be maintained with the site sloping to the west. After grading, the slopes will be limited to a maximum of approximately 25 percent with the road and front yard areas generally less than 15 percent. A limited geotechnical report for this project has been prepared by AGRA Earth& Environmental, Inc. Based on the soil data obtained for and presented in this report, the soils onsite can be generally classified as a fine or medium sand (Hydrologic Soil Group A.) The degree of fine particles varies on the project site. Fewer fines are present in the southwest corner of the site resulting in an infiltration rate of 15 minutes per inch as determined by AGRA. This area will be utilized for the proposed infiltration pond. The remainder of the site has an infiltration rate of 30 minutes per inch as determined by AGRA. The analysis appears to confirm the SCS soil mapping for the site of Indianola loamy fine sand. No evidence of groundwater was found in the test pit near the proposed runoff control facilities to a depth of 10 feet. Additional data on soils may be found in the above referenced report prepared by AGRA. Also see Figure 4 for the SCS soil mapping of the site and surrounding area. Runoff from the site, if any, currently travels as sheet flow across the site from east to west with no well defined drainage course. Roadside ditches in Edmonds Avenue intercept offsite runoff. This offsite runoff is transported by curbing and a roadside ditch in Edmonds Avenue southerly and NE 12th Street westerly into an existing closed conveyance system near the southwest corner of the project site. Under developed conditions,runoff from roof drains will be directed to individual lot infiltration trenches. Runoff from driveways, roads and yards graded to the public roads will be collected in catch basins in the street and conveyed to public storm drainage facilities near the southwest corner of the site. Flow control will be maintained with an infiltration pond designed to infiltrate all runoff up to the 100 year storm event. Additional information regarding drainage basins and site characteristics can be found in Figure 3. Elizabeth Place October 23, 1999 Page 3 of 10 Drainage Report Sectio is 2 — Conditions and Requirements Summary Based on the requirements of the City of Renton and the King County Surface Water Management Design Manual (hereinafter"the manual")this project will be required to meet Core Requirements 1-5 & 8, and Special Requirements 1-5. Following is a summary of these requirements and how they will be addressed for this project: ® Core Requirement#1, Discharge at the natural location. o Due to the proposed infiltration facilities,no discharge from the site is anticipated up to the 100 year event. e Core Requirement#2, Offsite Analysis o Because all of the impervious surfaces for this project will be routed to infiltration facilities, any runoff from the site will be reduced up to the 100 year storm event. This allows an exemption from Core Requirement#2 as listed in section 1.2.2 of the manual, item#3. e Core Requirement#3, Flow Control o This project will meet the Level 1 flow control requirements. o Based on Table 1.2.3.A, for Level 1 flow control,with no downstream problems identified,this project will be required to match 2 year and 10 year peak runoff rates for existing and developed conditions. The proposed design will provide infiltration for the 100 year event,using the KCRTS method, exceeding this requirement. Other requirements of Chapters 3 & 5 of the manual will be met. o Core Requirement#4, Conveyance System o The conveyance is required to be designed to handle the 25 year storm event using the rational method. The system will be designed to handle the 100 year event and the rational method will be used. Other requirements of Chapters 3 and 4 will be met. ® Core Requirement#5,Erosion& Sediment Control o As required, an ESC plan will be prepared as part of the engineering plans. The ESC plan will provide clearing limits, cover measures,perimeter protection in the form of silt fencing,traffic area stabilization, sediment retention in the form of a sediment trap, surface water controls in the form of an interceptor swale, and dust control e Core Requirement# 8, Water Quality o Based on section 5.4.1 of the manual, and the sieve analysis of the existing soils, water quality facilities are not required for this project. e Special Requirement#1, Other adopted area-specific requirements o To our knowledge, the project site is not in an area with additional specific requirements. © Special Requirement#2, Floodplain/Floodway delineation o The project site does not contain or is adjacent to a stream, lake,wetland, or closed depression, and therefore is required to have a floodplain/floodway delineation. Elizabeth Place October 23, 1999 Page 4 of 10 Drainage Report ` ' 1 i ® Special Requirement#3, Flood protection facilities o No flood protection facilities either exist near the site, or are required. o Special Requirement#4, Source Controls o The project is neither a commercial, industrial, or multifamily site development and therefore does not require water quality source controls. ® Special Requirement#5, Oil Control o The project will not constitute a high use site, and therefore does not require oil control. Section 3 — Offsite Analysis Because all of the impervious surfaces for this project will be routed to infiltration facilities, any runoff from the site will be reduced up to the 100 year storm event. This allows an exemption from Core Requirement#2 as listed in section 1.2.2 of the manual, item#3. Section 4 — Flow Co i trol and Water Onality Facility Analysis a 1,d Design Part A—Existing Site Hydrology The entire 1.6 acres of the project site currently drains as one sub-basin to the west. The existing topography of the site includes slopes ranging from 10 to 50 percent to the west. The majority of the site has slopes from 10 to 15 percent,but fill, and rockeries have created steeper slopes to 50 percent near the south central portion of the site. Runoff from the site, if any, currently travels as sheet flow across the site from east to west with no well defined drainage course. Offsite runoff is intercepted by roadside ditches in Edmonds Avenue. This offsite runoff is transported by curbing and a roadside ditch in Edmonds Avenue southerly and NE 12th Street westerly into an existing closed conveyance system near the southwest corner of the project site. A limited geotechnical report for this project has been prepared by AGRA Earth& Environmental, Inc. Based on the soil data obtained for and presented in this report, the soils onsite can be generally classified as a fine or medium sand(Hydrologic Soil Group A.) The degree of fine particles varies on the project site. Fewer fines are present in the southwest corner of the site resulting in an infiltration rate of 15 minutes per inch as determined by AGRA. This area will be utilized for the proposed infiltration pond. The remainder of the site has an infiltration rate of 30 minutes per inch as determined by AGRA. The analysis appears to confirm the SCS soil mapping for the site of Indianola loamy fine sand. No evidence of groundwater was found in the test pit near the proposed runoff control facilities to a depth of 10 feet. Additional data on soils may be found in the above referenced report prepared by AGRA. Also see Figure 4 for the SCS soil mapping of the site and surrounding area. For the KCRTS analysis, the entire project site is classified as outwash. Elizabeth Place October 23, 1999 Page 5 of 10 Drainage Report Currently, cover on the site is mostly brush and small trees. Existing impervious areas include a house, carport, and driveway. A small lawn exists in the vicinity of the house. To simplify the model and for a conservative result, the ground cover for the entire site is classified as pasture for the KCRTS analysis. See Figure 3 for additional detail regarding drainage characteristics of the site. Because runoff will be controlled through the use of an infiltration pond and no off-site flows enter the site no pre-developed sub-basins for the site have been identified. Part B—Developed Site Hydrology After development, the site will consist of 18 single family residential lots and one tract for storm drainage. The existing drainage patterns will be maintained with the site sloping to the west. After grading, the slopes will be limited to a maximum of approximately 25 percent with • the road and front yard areas generally less than 15 percent. ` I Under developed conditions, runoff from roof drains will be directed to individual lot infiltration trenches. Runoff from driveways,roads and yards graded to the public roads will be collected in catch basins in the street and conveyed to public storm drainage facilities near the southwest corner of the site. Only the sub-basin draining to the flow control facilities will be considered for this analysis. The remainder of the site will consist either of roof surfaces draining to downspout infiltration systems, or areas with no impervious surfaces. The drainage basin is broken down by ground cover as follows: Total Area= 0.97 acres Area of road, curb, and sidewalks = 16,490 sf Area of driveways = 9,504 sf Total impervious area =25,994 sf =0.60 acres Remaining area is classified as outwash grass for the KCRTS analysis = 0.37 See Figure 3 for map of basin area and site characteristics. Elizabeth Place October 23, 1999 Page 6 of 10 Drainage Report Section 8 —ESC Analysis and Design The ESC plan will be provided as a sheet in the engineering plans. Clearing Limits Clearing limits will be delineated on the west by silt fence with survey flagging and on the north with a continuous length of survey flagging on posts. Existing public roads to the east and south will naturally limit clearing and grading. Cover Measures Temporary cover will be installed if an area is to remain unworked for more than seven days during the dry season(May 1 to September 30) or for more than two days during the wet season (October 1 to April 30.) Mulch will be utilized for temporary cover. Permanent cover will be installed in any area that will remain unworked for more than 30 days. Permanent cover will consist of seeding. Perimeter Protection Silt fence will be installed along the west boundary of the grading limits to provide perimeter protection. Surface water controls will ensure that only runoff from a narrow portions along the western and northern grading limits will drain directly to the silt fence. Traffic Area Stabilization A temporary construction entrance of 4"-8" quarry spalls 12"thick will be provided at each proposed access to existing public roads in order to reduce the amount of sediment tracked offsite by construction vehicles. Sediment Retention Nearly all drainage from the grading limits will be directed to a sediment retention device. The exceptions are noted above in the perimeter protection description. Since the drainage area is less than 3 acres, a sediment trap will be utilized to prevent sediment laden runoff from leaving the project site. The design storm for the sediment trap is the 2 year storm in developed conditions. The peak flow for the 2 year storm is calculated for the flow control system analysis using the KCRTS method. See Appendix E for sediment trap sizing calculations. The sediment trap will be located near the southwest corner of the site, directly north of the proposed infiltration pond. Surface Water Controls Interceptor ditches will be installed in order to intercept runoff and direct it to the sediment trap. One ditch will be installed along the silt fence line. The other will be constructed on the east side of the proposed presettling basin in order to protect the permanent facilities from sedimentation. Dust Control If it is determined that wind transport of soil is likely, during construction,water will be used to control dust on the project site. Elizabeth Place October 23, 1999 Page 9 of 10 Drainage Report Section 9 —Bond Quantities, Facility Summaries, and eciaration of Covenant Bond quantity requirements will be determined after review of the project by the City of Renton. Necessary estimates will be provided upon request by the City. Facility summaries, if required by the City, will be submitted upon plan approval. A declaration of covenant, as required by the City,will be submitted upon request. Section 10 — Operations and Mainte:i ante Manual All of the proposed facilities are to be publicly owned and maintained, so no 0 &M manual is required for this project. • Elizabeth Place October 23, 1999 Page 10 of 10 Drainage Report • APPEN:MIX A Figures • • Appendix A October 23, 1999 Elizabeth Place Drainage Report Figures / ' . . � ! ' King County Department mf Development and Environmental Services 7������� K��������K��� ������� ��U�� �/���������� . ~~.~~ ..~.~~ ~_ INFORMATION REPORT � " ""`� ~,""°^~°" "~~~~ " ' ! ! / Project Owner Project Name ArcoriuuHomea Elizabeth Place ' ' Address Location P.O. Box 257 Township 25N ) Phone (425)748-5471 Range 5E / Project Engineer Section 5 Paul E.Green iCompany LeRoy Surveyors & Engineers, Inc. Address/Phone 1103 Shavv Road ' PuvoUup.VVAA8372 � i - DRN HPA Shoreline Management >- `=����'--�° COE4O4 Rookery Short Subdivision � DOE Dam Safety Structural Vaults Grading _ FLK8AF|oodp}oin Other [ Commercial ' COEVVat|ande ' Other ` � | | ' � Community '- City ofRenton, ' Drainage Basin � _East Lake VVoahinqtun � � ` i / ' i Figure Outobez23, 1099 Page lof3 ^ Elizabeth Place Drainage Report [ / ` River Flondp\ain Stream Wetlands Critical Stream i - Seeps/Springs-! Depreomkmo/Ovvaeu High Groundwater Table Lake Groundwater Recharge ' .. ~^ ,St.`. -- ��p � Other - ` ' Soil Type Slopes Erosion Potential EroukeVeootea | ' InC 4-1596 oUghtto moderate 0.0018ft/oec !nO 15-3096 moderate tosevere 0.0018ft/aac / � | � [l Additional Sheets Attached 4;b EVE I IONS] - / / ` REFERENCE UMIT4TON/SITECONSTR\NT ( ' ) � � ' �� �� Additional Sheets Attached / / MINIMUM ESC REQUIREMENTS MINIMUM ESC REQUIREMENTS � � DURING CONSTRUCTION AFTER CONSTRUCTION � � 'dhnanbaUonFad|itieo -"Uizm Exposed Surfa - . . ' nbUizad Construction Entnunu' ove and Restore TemporaryESC FooUitio -4-erimetor Runoff Control ~« lean and Remove All-Silt and Debris | Clearing and Grading Restrictions °w noure Operation of Permanent Facilities - over-Practices Flag Limits ofGAO and open space preservation ' onmtnucUon8equenoe onyoo / '1-0the>1 Other � / Figure l October 23, 1999 Pu�o%of3 � � zu6� ���luunDzu�zu�oB��m ' , � � .. a .... • ,r^- '�[^i cfp•-Frhrt�r�<,F'iti?;t: -..:s::a a:Y" �;:r< ..A,.. %ijn,- .�. ':1.r v�ik.:n ;''FY`»•5'2 7�'t.�iP1c'.v ..aY-.".* ���a,..a� Ra��s1.0>'r'�:SURFACE.WA'TE 'SY �f'• 3�`. :�;:�.� •-,:'.�w. ,a..r .. .:.... .. .... . ..• Grass Lined Channel Tank (nfiltratio� Method of Analysis e SystelD Vault Depression Pond-KCRTS, • Open Channel Energy Dissapator Flow Dispersal Conveyance - Rational method Wetland Waiver Compensation/Mitigati Wet Pond Stream Regional Detention on of Eliminated Site Storage N/A Brief Description of System Operation Runoff from roof downspouts will be controlled by individual lot downspout infiltration system. Runoff from all other impervious surfaces and portionfs of lots graded to streets will drain to the proposed public road. Surface runoff will drain along curb and gutter to catch basins and then through a closed conveyance system into a presettling basin. Runoff will flow from the presettling basin into an infiltration pond designed for the 100 year event. Facility Related Site Limitations Reference Facility Limitation Chapter 5 Infiltration Pond Design infiltration rate of 15 minutes per inch -.iu..'7K:->:;'`�""'.i.^::r:.'i•^"=':;'t.::.;*: - :',ic`:� "ft1:{z;.7"-'"1»ems :�;eF .' ... `. t: 1ZEMEN �.. Cast in Place Vault Drainage Easement Retaining Wall Access Easement • Rockery>4' High Native Growth Protection Easement Structural on Steep Slope ❑ Other Other .Pait"1�-3�,��S:I�NATUR'EOF_=RRO.FES:SIDNAL�'ENGfNEER'. �.. :�.r�•'•:�r- �tx., _. .... .. ,v}r.....t..:1�.: .., , ...'L i'.. ..2:•1,�;- a.4. :ry.i... .,. ...r+ C-.r n�s �+`irv3.�,`R7;^'3a,I�` �`�.�:;;7y. -"fi` ;t(, I I I or a civil'engineer under my supervision my supervision have visited the site. Actual site conditions as observed were incorporated into this worksheet and the attachments. 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'\„`CI Tu c:,' • ; I : .. 111111111 ,Ni <>,.;;:l::%:,,,-,...,:-42...'"..:.•,:::..;-:',:::::•?# •;!:::;::::::-:-..-''‘i:1 771railer ;''prli... BM ' 2 _ . . . ... :AM316, EIF ) . . .N.,••-,,1:<.'.. - :::•:::•-••:,: ::....,..:;::::'::::::.:)1.1___.BK.,,,::':,:• ‘RdC -in • i 1 , • .=Milli il1' :';:r.illatil!,,, ''',"'. ••:-,-',"1::14-yr,.;j1,1_,L r?.??101°01:'::::°J—liAc ' " • • •.• • •0 •120• • Niii:.:ALig;.:.,&i, ..:. \`1,..1; •• ' '"" .N,,,,,,,,52 . . ' WM'. : ':‘,i6 1 1 k '''' ';17': :::*.• 7 AgC 0 . - 47° ''50000 FEET R.4 E. R.5 E. RENTOI30 122°07'30" , • 1 . . . • Orthobhotobase compiled in 1970 by USGS. Planimetric .- 1 % i 1---1 I-----1 1/2 , detail obtained from USGS 71/2minute series maps. I-1 I • I 5000 4000 3000 2ri Polyconic projection. 1927 North American datum. I 10,000-foot grid based on Washington coordinate system, • .north zone. I . • . , 4 • • 1 , . I - SHEET NO. 5 , . • • i 3 , , cam•, may; , - • . . 1 \ wilo ea . I, . ro ,; ---' 1, , . , / , . , , I I .I I - 28.01' - O . _ m_ j m m 1 0• c, • I 27.00' is , :�`�i _ N _ RAC' A -8- in - 4205 5Q FT 1.00' - a_ Ri 11.97' _ gyp- I „ „ II , , , , 14V. = ,i ce, = i 1 n O O O (liO a�-� O �' r �(1 r, - I. ••.* - , , 15,08' , I 12.00' �� I \ . \i. • \------7 \NT-Ns\. . . 2 GRAPHIC SCALE 1 "=10. ' 0 10 .20 30 - iGURE 5 - INFILTRATION POND AND PRESETTLING BAST_N SKETCH 1 APPENDIX B Infiltration Pond Calculations • % I Appendix B October 23, 1999 Page B1 of 5 Elizabeth Place Drainage Report Tnfiltration Pond Analysis For the KCRTS analysis of the infiltration pond, the drainage basin is delineated as follows: Total Area= 0.97 acres Impervious area=0.60 acres Outwash Grass= 0.37 The project site is located,in the Sea-Tac rainfall region with a 1.0 scale factor. An hourly time step and reduced record is used. The resulting peak runoff rates for the developed condition: Flow Frequency Analysis Time Series File:lizret3 .tsf Project Location:Sea-Tac ---Annual Peak Flow Rates--_- Flow Frequency Analysis Flow Rate Rank Time of Peak - - Peaks - - Rank Return Prob (CFS) (CFS) Period 0 .403 5 8/27/01 18:00 0.826 1 100. 00 0.990 0.262 8 9/17/02 16:15 0.685 2 25. 00 0.960 0.685 2 12/08/02 17:15 0.431 3 10.00 0.900 0.279 7 8/23/04 14:30 0.417 4 5.00 0.800 0.399 6 10/28/04 16:00 0.403 5 3 .00 0.667 0.417 4 10/22/05 10:00 0.399 6 2.00 0.500 0.431 3 10/25/06 22:45 0 .279 7 1.30 0.231 0.826 1 1/09/08 6:30 0.262 8 1.10 0.091 Computed Peaks 0.779 50. 00 0.980 Appendix B October 23, 1999 Page B2 of 5 Elizabeth Place Drainage Report Infiltration Pond Analysis In order to size the proposed retention pond, the automatic sizing function of KCRTS was utilized. Following is the documentation file from KCRTS indicating pond sizing requirements: t Retention/Detention Facility Type of Facility: Infiltration Pond Side Slope: 0.00 H:1V Pond Bottom Length: 33 .34 ft Pond Bottom Width: 33 .34 ft Pond Bottom Area: 1112 . sq. ft Top Area at 1 ft. FB: 1112. sq. ft 0.026 acres Effective Storage Depth: 3.50 ft Stage 0 Elevation: 282 .00 ft Storage Volume: 3890. cu. ft 0.089 ac-ft Vertical Permeability: 15.00 min/in Permeable Surfaces: Bottom Riser Head: 3 .50 ft Riser Diameter: 12.00 inches Top Notch Weir: None Outflow Rating Curve: None Stage Elevation Storage Discharge Percolation Surf Area (ft) (ft) (cu. ft) (ac-ft) (cfs) (cfs) - (sq. ft) 0. 00 282.00 0. 0.000 0.000 0.00 1112. 0.06 282.06 67. 0.002 0.000 0.10 1112 . 0.16 282.16 178. 0.004 0.000 0.10 1.112. 0.26 282 .26 289. 0.007 0.000 0.10 1112 . 0.36 282.36 400. 0.009 0.000 0.10 1112. 0.46 282 .46 511. 0.012 0.000 0.10 1112 . 0.56 282.56 623 . 0.014 0.000 0.10 1112 . 0. 66 282 .66 734. 0.017 0%000 0.10 1112 . 0.76 282.76 845. 0.019 0. 000 0.10 1112 . 0. 86 282. 86 956. 0. 022 0 . 000 0.10 1112 . 0.96 282 .96 1067. 0.024 0.000 0.10 1112. t 1. 06 283 . 06 1178. 0.027 0. 000 0.10 1112 . 1.16 283 .16 1289. 0.030 0.000 0:10 1112 . 1.26 283 .26 1401. 0.032 0.000 0.10 1112 . 1.36 283 .36 1512 . 0.035 0. 000 0.10 1112 . 1.46 283 .46 1623 . 0.037 0.000 0.10 1112 . 1.56 283 .56 1734. 0.040 0. 000 0.10 1112 . 1.66 283 . 66 1845. 0.042 0.000 0.10 1112 . 1.76 283 .76 1956. 0.045 0.000 0.10 1112 . 1.86 283 .86 2067. 0.047 0.000 0.10 1112 . 1.96 283 .96 2179. 0.050 0.000 0.10 1112. 2.06 284.06 2290. 0.053 0.000 0.10 1112. 2.16 284.16 2401. 0.055 0.000 0.10 1112 . 2.26 284.26 2512. 0.058 0.000 0.10 . 1112 . 2.36. 284.36 2623 . 0.060 0.000 0.10 1112. 2.46 284.46 2734. 0.063 0.000 - 0.10 1112. 2.56 284.56 2846. 0.065 0.000 0.10 1112 . 2 .66 284.66 2957. 0.068 0: 000 0.10 1112 . Appendix B October 23, 1999 Page B3 of 5 Elizabeth Place Drainage Report Infiltration Pond Analysis f ' :; 2 .76 264.76 3068. 0 .070 0 .000 0.10 1112 . 2 .86 284.86 3179. 0 .073 0.000 0.10 1112 . 2 .96 284.96 3290. 0.076 0.000 0 .10 1112. 3 .06 285.06 3401. 0.078 0.000 0.10 1112 . 3 .16 285.16 3512. 0.081 0.000 0.10 1112 . 3 .26 285.26 3624. 0.083 0.000 . 0.10 1112 . 3 .36 285.36 3735. 0.086 0.000 0.10 1112. 3 .46 285.46 3846. 0.088 0.000 0.10 1112 . 3 .50 . 285.50 3890. 0 .089 0.000 0.10 1112 . 3 .60 285.60 4002. 0.092 0.308 0.10 1112. 3 .70 285.70 4113. 0.094 0.871 0.10 1112. 3 . 80 285. 80 4224. 0.097 1.600 0.10 1112. 3.90 285.90 4335. 0.100 2.390 0.10 1112 . 4. 00 286.00 4446. 0 .102 2.670 0.10 1112.- 4.10 286.10 4557. 0.105 2.930 0.10 1112. 4.20 286.20 4668. 0.107 3.160 0.10 1112. 4.30 286.30 4780. 0.110 3 .380 0.10 1112. 4.40 286.40 4891. 0.112 3 .590 0.10 , 1112. 4.50 286.50 5002. 0.115 3 .780 0.10 1112 . 4.60 286.60 5113. 0.117 3.970 0.10 1112 . 4.70 286.70 5224. 0.120 4.140 0 .10 1112. 4. 80 286.80 5335. 0.122 4.310 0 .10 1112 . 4.90 286.90 5447. 0.125 4 .470 0.10 1112 . 5.00 287.00 5558. 0.128 4.630 0.10 1112. 5.10 267.10 5669. 0 .130 4.780 0.10 1112. 5.20 287.20 5780. 0.133 4.930 0.10 1112. 5 .30 287.30 5891. 0.135 5 .070 0.10 1112. 5.40 287.40 6002. 0.138 5 .210 0.10 1112 . 5.50 287.50 6113. 0.140 5.350 0.10 1112 . Hyd Inflow Outflow Peak Storage Target Calc Stage Elev (Cu-Ft) (Ac-Ft) 1 0.83 0.00 - 0.00 3 .50 285.50 3890. 0.089 2 0.43 ******* 0.00 0.90 282.90 995. 0.023 3 0.30 ******* 0.00 0 .84 282.84 929. 0.021 4 0.21 ******* 0.00 0.83 282.83 924. 0 .021 5 0.40 ******* 0. 00 0.66 282.66 737 . 0.017 6 0.26 ******* 0.00 0.53 282 .53 588 . 0.014 7 0.28 ******* 0.00 0.44 282.44 489. 0.011 8 0.26 ******* 0 .00 0.32 282 .32 351. 0.008 Appendix B October 23, 1999 Page B4 of 5 Elizabeth Place Drainage Report Infiltration Pond Analysis ' Once the pond was designed, the actual storage volume characteristics were input and the developed time series file was routed through the reservoir file to determine actual pond performance. The design pond characteristics are: One Outlet Reservoir Routing File Stage Discharge Storage Perm-Area (Ft) (CFS) (Cu-Ft) (Sq-Ft) i 0.00 0.000 0 . 1112 . 1.00 0. 000 1130. 1112 . 2.00 0.000 2295 . 1112 . _ 3 .00 0.000 3496. 1112 . 4.00 0.000 4733 . 1112 . 4.50 0.000 5354 . 1112. 282.00 Ft : Base Reservoir Elevation ' 15.0 Minutes/Inch: Average Perm-Rate The results of the routing calculations are: Flow Frequency Analysis Time Series File:lizouta.tsf Project Location:Sea-Tac ---Annual Peak Flow Rates--- Flow Frequency Analysis Flow Rate Rank Time of Peak - - Peaks - - Rank Return Prob (CFS) (CFS) (ft) Period 0.000 6 2/09/01 5 :00 0.000 3 .27 1 100.00 0.990 0.000 8 9/17/02 18:00 0.000 0.83 2 25.00 0.960 0.000 3 2/27/03 7:15 0.000 0.78 3 10.00 0.900 0.000 7 8/26/04 1:30 0 .000 0.76 4 5 .00 0.800 0.000 5 10/28/04 17 :15 0.000 0.60 5 3 .00 0.667 0.000 4 1/18/06 15 :30 0.000 0.49 6 2.00 0.500 0.000 2 10/26/06 1:15 0.000 0.42 7 1.30 0.231 0.000 1 1/09/08 10 :45 0.000 0.28 8 1.10 0.091 Computed Peaks 0.000 0.00 50.00 0.980 Based on a KCRTS routing analysis through the design pond,the maximum water depth is 3.27 feet for a surface elevation of 285.27 for the 100 year event. One foot of freeboard is included in the design pond over the 100 year event water surface elevation. This design exceeds the requirement of not exceeding 10 year peak flows. According to the documentation file above, _ the volume of storage required for the 10 year event is 929 cubic feet. The total volume provided at 4.5 feet of depth is 5354 cubic feet resulting in a factor of safety of 5.76. _ Appendix B October 23, 1999 Page B5 of 5 Elizabeth Place Drainage Report Infiltration Pond Analysis ' APPENDIX C Presettling Basin Calculations • Appendix C October 23, 1999 Page C1 of 2 Elizabeth Place Drainage Report Presettling Basin Calculations The calculations used to size the presettling basin are based on the requirements of 5.4.1 and 6.4.1.1. The presettling basin must have a treatment volume equal to 75% of the volume of the mean annual storm. Area of impervious surfaces: Ai :=25994 square feet Area of outwash soils: A o :=16341 square feet Rainfall from mean annual storm per Figure 6.4.1.A: R :=0.47 inches Volume of runoff from mean annual storm, equation 6-13: Vr = 0.9•Ai+0.01•Ao Vr= 922.7 cubic feet 12 Required treatment volume: V t:=V T-0.75 V t= 692 cubic feet The presettling basin will be configured similar to the infiltration pond. The pond perimeter will consist of concrete retaining walls with a 3:1 sloped access. The 3:1 portion will not constitute 25% of the pond perimeter, but a fence will be installed along the top of the pond to prevent unauthorized access. The design presettling basin storage volume is shown below: • Appendix C October 23, 1999 Page C2 of 2 Elizabeth Place Drainage Report Presettling Basin Calculations PPEND X E Sediment Trap Calculations • Appendix E October 23, 1999 Page El of 2 Elizabeth Place Drainage Report Sediment Trap Calculations • E 4 In order to prevent sediment laden runoff from leaving the project site while under construction, a sediment trap will be installed. Nearly all runoff will be directed to the sediment trap either by natural drainage or via interceptor swales. The sediment trap design is based on requirements in section D.4.5.1. The surface area of the trap is based on the settling velocity of suspended solids in the runoff and the peak runoff rate for the two year storm event in developed conditions. 2-year peak runoff rate per KCRTS analysis: Q2 :=1.69 cfs Settling velocity required by D.4.5.1: Vs:=0.00096 ft/sec Safety Factor: FS:=2 Required surface area, equation: SA:=FS•v SA= 3521 square feet Vs . The sediment trap is designed with 1 foot of freeboard over the required surface area. it Appendix E October 23, 1999 Page E2 of 2 Elizabeth Place Drainage Report Sediment Trap Calculations of) /f ( ) -" LIMITED GEOTECHNICAL REPORT ELISABETH PLACE SHORT PLAT N.E. 12TH STREET AND EDMONDS AVENUE RENTON, WASHINGTON • • Submitted to: Arcarius Homes 6947 Coal Creek Parkway No. 257 Newcastle, Washington 98059 Submitted by: AGRA Earth & Environmental, Inc. 115 S. 8th Street Tacoma, Washington 98402-5203 KC PUIA'" ® �1 o •,• - �, 9 00.E 2 �v ,GeN October 19, 1999 r� 9-93M-00013-0 • AGRA ENGINEERING GLOBAL SOLUTIONS T � AGRA AGRA- \ Earth ENGINEERING GLOBAL SOLUTIONS Environmental,Inc. 115 South 8th Street Tacoma,Washington USA 98402-5203 • Tel (253)572-4975 Fax (253)572-3096 October 19, 1999 9-93M-00013-0 Arcarius Homes 6947 Coal Creek Parkway No. 257 Newcastle, Washington 98059 Attention: Mr. Brad Olschefski . Subject: Limited Geotechnical Report Elisabeth Short Plat N. E. 12th Street and Edmonds Avenue Renton, Washington Dear Brad: AGRA Earth & Environmental, Inc. (AGRA) is pleased to submit this report describing our limited geotechnical evaluation for the above referenced project.. The purpose of our evaluation was to derive conclusions concerning surface,soil,groundwater,seismic conditions,and landslide/erosion potential, and recommendations forsiting/setback,erosion mitigation, foundations,floors,drainage - systems, and structural fill. As outlined in our proposal Memorandum dated September 24, 1999, our scope of work comprised a limited field exploration, limited laboratory testing,geotechnical research, and report preparation; We received your written authorization for our evaluation on September 27, 1999. This report has been prepared for the exclusive use. of Arcarius Homes and their consultants, for specific application to this project,in accordance with generally accepted geotechnical engineering practice. 1.0 SITE AND PROJECT DESCRIPTION • The project site comprises an existing residence and acreage located at N.E. 12th Street and Edmonds Avenue in Renton,Washington,as shown on the.enclosed Location Map(Figure 1). The site consists .of a roughly square parcel that measures about 250 by 280 feet overall and encompasses approximately 1.6 acres. Site boundaries are generally delineated by a public school on the east, by vacant land on the south, and by residences on the north and west. The enclosed Site&Exploration Plan (Figure 2) illustrates these site boundaries and adjacent existing features. Development plans call for the construction of multiple dwellings on the site. We understand that this development needs to meet requirements pertaining to the City of Renton Municipal Code, Sections 4-3-070 and 4-4-130 as they regard greenbelts and clearing/grading. • 1 gP S:IWORDPROc199 ProjectslOther\Tacoma100013 Arcarius HomestElisabeth Place Ltd Geotech RpLwpd • Arcarius Homes 9-93M-00013-0 October 19, 1999 Page 2 The conclusions and recommendations contained in this report are based on our understanding of the currently proposed utilization of the project site, as derived from layout drawings, written information, and verbal information supplied to us. Consequently, if any changes are made in the currently proposed project, we may need to modify our conclusions and recommendations contained herein to reflect those changes. • 2.0 EXPLORATORY METHODS We explored surface and subsurface conditions at the project site during October 14, 1999. Our exploration and testing program comprised the following elements: ► A visual surface reconnaissance of the site; ► Six test pits (designated TP-1 through TP-6), advanced at strategic locations across the site; Two grain size analyses, performed on selected soil samples obtained from strategic locations beneath the site; and A review of published geologic and seismologic maps and literature. Table 1 summarizes the approximate functional locations and termination depths of subsurface explorations, and Figure 2 depicts their approximate relative locations. The following text section describes our procedures used for test pits. TABLE 1 APPROXIMATE LOCATIONS, ELEVATIONS, AND DEPTHS OF EXPLORATIONS Elevation Termination Depth Exploration Functional Location • (feet) (feet) TP-1 Southeast corner of site 103 10 TP-2 Edge of fill , near center of site 100 9 -11 TP-3 Northeast part of site, in yard 105 10 TP-4 Northwest part of site 87 10% TP-5 Southwest part of site 70 10 TP-6 Southcentral.part of site, edge of fill 98 10 Elevation datum: Not available The specific number, locations, and depths of our explorations were selected in relation to the existing site features, under the constraints of surface access, underground utility conflicts, and budget considerations. We estimated the relative location of each exploration by measuring from existing features and scaling these measurements onto a layout plan supplied to us. No S:\WORDPROC\99 Projects\Other\Tacoma\00013 Arcarius Homes\Elisabeth Place Ltd Geotech Rptwpd • GRA ENGINEERING GLOBAL SOLUTIONS I Arcarius Homes 9-93M-00013-0 October 19, 1999 Page 3 topographic information was available at the time of our study. Consequently, the data listed in Table 1 and the locations depicted on Figure 2 should be considered accurate only to the degree permitted by our data sources and implied by our measuring methods. ji It should be realized that the explorations performed for this evaluation reveal subsurface conditions only at discrete locations across the project site and that actual conditions in other areas could vary. Furthermore, the nature and extent of any such variations would not become evident until additional explorations are performed or until construction activities have begun. If significant variations are observed at that time,we may need to modify our conclusions and recommendations contained in this report to reflect the actual site conditions. • 2_1 Test Pit Procedures • Our exploratory test pits were excavated with a rubber-tired backhoe operated by an independent firm working under subcontract to AGRA. A geologist from our firm continuously observed the test pit excavations, logged the subsurface conditions, and obtained representative soil.samples. All samples were stored in watertight containers and later transported to our laboratory for further visual examination and testing. After we logged each test pit, the hoe operator backfilled it with • excavated soils and tamped the surface. The enclosed Test Pit Logs indicate the vertical sequence of soils and materials encountered in each test pit, based primarily on our field classifications and .supported by our subsequent laboratory examination and testing. Where a soil contact was observed to be gradational or undulating, our logs indicate the average contact depth. We estimated the relative density and consistency of the in-situ soils by means of the excavation characteristics and the stability of the test pit sidewalls. Our logs also indicate the approximate depths of any sidewall caving or groundwater seepage observed in the test pits, as well as all sample numbers and sampling locations. 3.0 SITE CONDITIONS The following sections of text present our observations, measurements, findings, and interpretations regarding development, surface, soil, groundwater, and seismic conditions at the project site. 3.1 Development Conditions The project site is composed of an existing residence, carport, and yard in the northeast; a shed and abandoned, fenced garden in the northwest; and vacant land in the southeast and southwest. A concrete retaining wall borders the site on the north, a rockery follows the north half of the east border and separates the site from Edmonds Avenue, and a fence and rockery extends south from the midpoint of the retaining wall approximately 140 feet. S:IWORDPROC199 Projects\Other Tacoma100013 Arcarius Homes\Elisabeth Place Ltd Geotech Rptwpd ENGINEERING GLOBAL SOLUTIONS Arcarius Homes 9-93M-00013-0 October 19, 1999 Page 4 3_2 Surface Conditions The project site is characterized by a generally flat surface which slopes at 10 to 15 percent to the west. Rockeries and placed fill have created an artificial break in slope along the north-south center line. This slope is in excess pf 50 percent and averages 7 to 8 feet in height. It reaches a maximum height of approximately 12 feet about 75 feet north of the south boundary. We noted tension cracks and slumping of 4 or 5 inches in the fill forming the artificial break in slope. Blackberry vines cover much of the south half and northwest quarter of the site. Emerging from these vines are an occasional alder, cottonwood, or fruit tree. Within the northwest quarter,weeds cover an abandoned garden. Grass and ornamental trees cover the northeast quarter in the vicinity of the residence. il 3.3 Soil Conditions • According to published geologic maps, soil conditions in the site vicinity are characterized by Indianola loamy fine sand on 4-to 15- percent slopes. Indianola soils are derived from sandy and silty recessional outwash. Permeability is rapid, runoff is slow to medium, and the erosion hazard is slight to moderate. Our on-site explorations revealed fairly uniform near-surface soil conditions and confirmed the mapped stratigraphy. Generally,test pits TP-3 through TP-5,which.were located in the northeast, northwest, and southwest quadrants of the site, encountered sandy outwash soils. Test pits TP-2 and TP-6,which were excavated through fill, encountered soils similar to TP-3.through TP-5 mixed with pieces of pavement. TP-1, located in the southeast corner, also encountered sandy soil, but it was consolidated to a denser state than soils found elsewhere. The enclosed exploration logs provide a detailed description of the soil strata encountered in our subsurface explorations. Our geotechnical laboratory tests revealed that the native glacial outwash and fill soils at the site have a',fines content on the order of 15 percent with a varying amount of gravel. We interpret fill soils and native soils in the south half of the site to be currently below their optimum moisture contents, and to be moderately sensitive to moisture content variations. We interpret native soils in.the north part of the site to be at or above their optimum moisture contents, and to be moderately sensitive to moisture content variations.The enclosed laboratory testing sheets graphically present our test results, and Table.2 summarizes these results. • TABLE 2 LABORATORY TEST RESULTS FOR NON-ORGANIC ON-SITE SOILS Soil Type/ Moisture Gravel Sand Silt/Clay Soil Sample Content Content Content Content (percent) (percent) - (percent) (percent) Advance Outwash (TP-1/S-1) 4.1 25.8 58.8 15.4 Fill (TP-6/S-1) 3.4 16.3 68.4 15.3 S:\WORDPROC\99 Projects\Other\Tacoma100013 Arcarius HomeslElisabeth Place Ltd Geatech Rptwpd • ENGINEERING GLOBAL SOLUTIONS Arcarius Homes 9-93M-00013-0 October 19, 1999 Page 5 3.4 Groundwater Conditions At the time of digging (October 14, 1999), only one of our test pits encountered groundwater. Specifically, test pit TP-4, which was located in the northwest part of the site, revealed slow to moderate groundwater seepage at a depth of 9 feet. Because our explorations were performed during an extended period of generally dry weather, these observed groundwater conditions may closely represent the yearly low levels; somewhat higher levels probably occur during the winter • and spring months. Perched groundwater probably forms within the advance outwash horizon found in after extended periods of wet weather. At all times of the year, groundwater levels would likely fluctuate in response to precipitation patterns, off-site construction activities, and site utilization. 3.5 Seismic Conditions Based on our analysis of subsurface explorations and our review of published geologic maps,we interpret the on-site soil conditions to correspond to a seismic soil profile type S-D, as defined by Table 16-J of the 1994 Uniform Building Code. Current (1996) National Seismic Hazard Maps prepared by the U.S. Geological Survey indicate that a bedrock site acceleration coefficient of about 0.30 is appropriate for an earthquake having a 10-percent probability of exceedance in 50 years (corresponding to a return interval of,475 years). According to Figure 16-2 of the 1994 Uniform Building Code, the site lies within seismic risk zone 3. 4.0 CONCLUSIONS AND RECOMMENDATIONS Development plans call for the construction of multiple dwellings on the site. We offer the following general'geotechnical conclusions and recommendations concerning this project. ► Feasibility: Based on our field explorations,.research, and analyses, the proposed residential development appears feasible from a geotechnical standpoint,contingent on proper site preparation. ► Greenbelts: In our opinion, based on our field explorations and analysis, the slope in excess of 40 percent is a result of uncontrolled fill placed at the site. We did observe tension cracks at the crest of the fill wedge that, in our opinion, occurred from oversteepening of the original slopes due to the placement of loose fill material on the site and filling behind rockeries. Regrading of fill materials to pre-placement grades (10 to 15 percent) followed by proper compaction will substantially reduce . the risk of slope movements at the site. • Foundation Options: In our opinion, conventional spread footings will adequately support new residences, contingent on proper subgrade preparation. ► Floor options: In our opinion, soil-supported slab-on-grade floors can be used in a typical shallow footing and slab-on-grade floor setting, contingent on proper subgrade preparation. • • S:\WORDPROC199 Projects\OtheATacoma100013 Arcarius HomeslElisabeth Place Ltd Geoteth Rpt.wpd :. 3�4.,G RA ENGINEERING GLOBAL SOLUTIONS 1 C Arcarius Homes 9-93M-00013-0 October 19, 1999 Page 6 ► Seismic Considerations: Based on our literature review and subsurface interpretations,we recommend that the project structural engineer use the following seismic parameters for design of buildings, retaining walls, and other site structures: Design Parameter Value Acceleration Coefficient (USGS) 0.30 Risk Zone (UBC) 3 Soil Profile Type (UBC) S-D On-Site Soil Reuse: Our visual soil classifications and laboratory testing indicate that most of the on-site soils are moderately moisture-sensitive and susceptible to disturbance when wet. In order to maximize the potential for reusing on-site soils as structural fill, earthwork should be scheduled for periods of dry weather, such as usually occur during the summer and fall. ► Subgrade Protection: Due to the moderately moisture-sensitive nature of the on- site soils, the contractor should install appropriate temporary drainage systems to keep water out of the construction areas, and should minimize traffic over any prepared subgrades formed within these soils. I The following text sections of this report present our specific geotechnicai conclusions and recommendations concerning site preparation, foundations, floors, backfilled walls, drainage systems, and structural fill. WSDOT Standard Specifications and Standard Plans cited herein refer to WSDOT publications M41-10, 1996 Standard Specifications for Road, Bridge, and Municipal Construction, and M21-01, Standard Plans for Road, Bridge, and Municipal Construction, respectively: 4_1 Site Preparation Preparation of the project site should involve demolition, temporary drainage, clearing, stripping, cutting,filling, excavations,dewatering,and subgrade compaction. The paragraphs below discuss our geotechnical comments and recommendations concerning site preparation. Demolition: The first step in site preparation will likely consist of demolishing certain existing structures. Any associated underground structural elements or utilities, such as old footings, stemwalls, and drainpipes, should be exhumed as part of this demolition operation. Temporary Drainage: We recommend intercepting and diverting any potential sources of surface or near-surface water within the construction zones before stripping begins. Because the selection of an appropriate drainage system will depend on the water quantity, season,weather conditions, construction sequence, and contractor's methods, final decisions regarding drainage systems are best made in the field at the time of construction. Nonetheless, we anticipate that curbs, berms, S:IWOROPROC199 Projects\Other\Tacoma100013 Arcarius Homes\Elisabeth Place Ltd Geotech Rptwpd ENGINEERING GLOBAL SOLUTIONS • Arcarius Homes 9-93M-00013-0 October 19, 1999 Page 7 or ditches placed along the uphill side of the work areas will adequately intercept surface water runoff. Clearing and Stripping: After surface and near-surface water sources have been controlled, the construction areas should be cleared and stripped of all trees, bushes, sod,topsoil, debris, asphalt, and concrete. Our explorations indicate that an average thickness of about 12 to 24 inches of sod, duff, and topsoil will be encountered across the site, but significant variations could exist. Furthermore, it should be realized that if the stripping operation proceeds during wet weather, a generally greater stripping depth might be necessary to remove disturbed moisture-sensitive soils; therefore, stripping is best performed during a period of dry weather. Cutting and Filling: We expect that grading plans will call for limited cutting of the topographically high areas of the site, and limited filling in the low areas, to create level building pads and parking lot subgrades. We recommend that the loose fill that had been placed at the site be excavated to reveal the native glacial outwash materials. Based on our explorations, we anticipate that this cut will encounter gravelly, silty sand with fragments of asphalt and brick. These soils can likely be cut with conventional earthworking equipment such as scrapers and trackhoes. Cuts in the areas not underlain by fill will likely encounter silty sand with varying amounts of gravel. Our conclusions regarding reuse of the on-site soils are presented in the Structural Fill section of the report. Imported, clean, granular fill would likely be needed for filling during the wet season. Regardless of soil type, ail fill should be placed and compacted according to our recommendations presented { in the Structural Fill section of this report. Excavations: Site excavations ranging up to about 8 feet deep may be required to accommodate the proposed basements, as well as underground utilities. Based on our explorations, we anticipate that these excavations will encounter outwash soils that vary in density from loose to dense. The upper soils can be readily excavated with conventional earthworking equipment, in our estimation, but extra effort will be needed to loosen the underlying advance outwash. Although our explorations did not reveal rubble within the fill soils or boulders within the native soils, such • obstacles could be present at random locations within these deposits. Erosion Mitigation: In general, most soil types are subject to erosion by flowing water when the vegetative soil cover is removed, exposing bare soil to the elements. We recommend that any grading activity on the eastern slope associated with the proposed development be performed on a limited basis and during the drier summer and early fall months, when rainfall and surface runoff are less common. In order to maintain stability and minimize erosion potential,we recommend that clearing be limited to that necessary to create building pads and roadways. If earthwork is performed during the wetter winter months, special erosion-control measures would need to be taken. Such measures could include rock-lined swales and check dams, the use of straw bales and silt fences, and possibly the use of geotextile fabrics and reinforcing. Upon completion of any grading or land clearing, it is our recommendation that an effective erosion-mitigating ground cover be planted and maintained to avoid unnecessary soil loss. During construction, we recommend S:\WOROPROC199 Projects\Other'Tacama100013 Arcarlus Homes1Elisabeth Place Ltd Geotech Rpt.wpd ENGINEERING GLOBAL SOLUTIONS 1 Arcarius Homes 9-93M-00013-0 October 19, 1999 Page 8 that surface water be diverted away from exposed areas through the use of berms, swales, or other appropriate means. Excavations deeper than approximately 4 feet should be conducted in accordance with applicable King County and/or City of Renton regulations. Provided that the above stated measures and our previous geotechnical design and construction recommendations are followed, it is our opinion that the proposed development should not create any adverse impacts to the stability of the property or adjacent properties. Dewaterinq: Our explorations encountered groundwater at depths of about 9 feet below grade at the time of drilling, but we expect that groundwater levels will rise several feet during the winter and spring. Consequently, site excavations might extend below the groundwater level, depending on the actual excavation depth and time of year. If groundwater is encountered, we anticipate that an internal system of ditches, sumpholes, and pumps will be adequate to temporarily dewater the excavation. Temporary Cut Slopes: All temporary soil cuts associated with site regrading or excavations should I-_ be adequately sloped back to prevent sloughing and collapse. For the various soil layers that will likely be exposed in on-site cuts, we tentatively recommend the following maximum cut slope inclinations. However, appropriate inclinations will ultimately depend on the actual soil conditions exposed in the cuts. Expected Depth idlaximurn. Soil Type Interval Inclination Loose, Silty Sandy FILL 0 to 8 feet 11/2H:1 V Medium-Dense SAND 0 to 10 feet 1 H:1 V Dense Gravelly SAND with silt 1 to 10 feet %H:1V Subqrade Compaction: Exposed subgrades for footings, floors, pavements, and other structures should be compacted to a firm, unyielding state. Any localized zones of loose granular soils observed within asubgrade should be compacted to a density commensurate with the surrounding soils. In contrast, any organic, soft, or pumping soils observed within a subgrade should be overexcavated and replaced with a suitable structural fill material. Permanent Slopes: All permanent cut slopes and fill slopes should be adequately inclined to minimize long-term ravelling, sloughing, and erosion. We generally recommend that no slopes be steeper than 2H:1V, but cut slopes in glacial till and similarly coherent soils can be inclined as steep= as 1H:1V if appearance is not a concern. For all soil types, the use of flatter slopes (such as 2'hH:1V) would further reduce long-term erosion and facilitate revegetation. Slope Protection: We recommend that a permanent berm, swale,or curb be constructed along the top edge of all permanent slopes to intercept surface flow. Also, a hardy vegetative groundcover should be established as soon as feasible, to further protect the slopes from runoff water erosion. Alternatively, permanent slopes could be armored with quarry spalls or a geosynthetic erosion mat. S:IWORDPR0C199 Projects1Other',Tacoma100013 Arcarius HomeslElisabeth Place Ltd Geotech Rptwpd • AG R ENGINEERING GLOBAL SOLUTIONS • Arcarius Homes 9-93M-00013-0 October19, 1999 Page 9 4_2 'Spread Footings In our opinion, conventional spread footings will provide adequate support for the proposed buildings if the subgrades are properly prepared. We offer the following comments and recommendations for purposes of footing design and construction. Footing Depths and Widths: For frost and erosion protection, the bottoms of all exterior footings should bear at least 18 inches below adjacent outside grades, whereas the bottoms of interior footings need bear only 12 inches below the surrounding slab surface level. However, greater depths might be needed for bearing purposes in certain locations. To minimize post-construction settlements, continuous (wall) and isolated (column) footings should be at least 18 and 24 inches wide, respectively. Bearing Subqrades: The soils underlying the site appear well-suited for supporting spread footings, due to their moderately high shear strength and low compressibility. Before footing concrete is placed, any localized zones of loose soils exposed across the.footing'subgrades should be compacted to a firm, unyielding condition, and any localized zones of soft, organic, or debris-laden soils should be overexcavated and replaced with suitable structural fill. Subgrade Verification: All footing subgrades should consist of either firm, unyielding, or dense, undisturbed,,native soils or suitable structural fill materials. Footings should never be cast atop loose, soft, or frozen soil, slough, debris, existing uncontrolled fill, or surfaces covered by standing water. We recommend that the condition of all subgrades be verified by an AGRA representative before any concrete is placed. Bearing Capacities: Based on the bearing subgrade conditions described above, we recommend that all footings be designed for the following allowable soil bearing capacities. These values incorporate static and seismic safety factors of at least 2.0 and 1.5, respectively. Design Parameter Allowable Value Static Bearing Capacity 2,500 psf • Seismic Bearing Capacity 3,300 psf Footing Settlements: We estimate that total post-construction settlements of properly designed footings bearing on properly prepared subgrades will not exceed 1 inch. Differential settlements:-_: could approach one-half of the actual total settlement between adjacent foundation elements. These settlements would be reduced if the actual design`bearing pressures are lower than our recommended maximum pressures. Footing and Stemwall Backfill: To provide erosion protection and lateral load resistance, we recommend that all footing excavations be backfilled on both sides of the footings and stemwalls after the concrete has cured. Either imported structural fill or non-organic on-site soils can be used S:\WOROPROC199 Projects\OtherTacoma100013 Arcarius Homes\Elisabeth Place Ltd Geotech Rptwpd Y L� -ti r ENGINEERING GLOBAL SOLUTIONS Arcarius Homes 9-93M-00013-0 October 19, 1999 Page 10 for this purpose, contingent on a suitable moisture content at the time of placement. Regardless of soil type, all footing backfill soil should be compacted to a density of at least 90 percent (based on ASTM:D-1557). Lateral Resistance: Footings and stemwalls that have been properly backfilled as described above will resist lateral movements by means of passive earth pressure and base friction. We recommend using the following design values,which incorporate static and seismic safety factors of at least 1.5 and 1.1, respectively. Base friction can be added to the respective passive pressure to resist static and seismic loads. Design Parameter Allowable Value 'Static Passive Pressure 300 pcf Seismic Passive Pressure 400 pcf • Base Friction Coefficient 0.4 4.3 Slab-On-Grade Floors In our opinion, soil-supported slab-on-grade floors can be used in the proposed buildings if the subgrades are properly prepared. We offer the following comments and recommendations concerning slab-on-grade floors. Subgrade Conditions and Verification: All soil-supported slab-on-grade floors should bear on firm, unyielding native soils or on suitable structural fill soils. Floor Subbase: Structural fill subbases do not appear to be needed under soil-supported slab-on- grade floors at the site. However, the final decision regarding the need for subbases should be based on actual subgrade conditions observed at the time of construction. Capillary Break: To retard the upward wicking of groundwater beneath the floor slab, we recommend that a capillary break be placed over the subgrade. Ideally,this capillary break would consist of a 4-inch-thick layer of pea gravel or.other clean, uniform, well-rounded gravel, such as "Gravel Backfill for Drains" per WSDOT Standard Specification 9-03.12(4). Alternatively, angular gravel or crushed rock can be used if it is sufficiently clean and uniform to prevent capillary wicking. Vapor Barrier: We recommend that a layer of durable plastic sheeting(such as Crosstuff, Moistopn or Visqueen) be placed directly between the capillary break and the floor slab to prevent ground moisture vapors from migrating upward through the slab. During subsequent casting of the concrete slab,the contractor should exercise care to avoid puncturing this vapor barrier. However, vapor barriers can be considered optional for use under garage slabs or other floors that will not be covered with moisture-sensitive materials. S:IWORDPROCI99 ProjectsMther\Tacoma100013 Arcarius Homes'Elisabeth Place Ltd Geotech Rpt.wpd Gr.,A ENGINEERING GLOBAL SOLUTIONS Arcarius Homes 9-93M-00013-0 October 19, 1999 Page 11 Curing Course: A"curing course" is a thin layer(typically 2 inches thick) of clean sand placed over the vapor barrier to facilitate uniform curing of the overlying concrete slab. Recent studies, however, have indicated that this course is not necessary when moderately strong concrete is used for the slab. Consequently, we recommend that the project structural engineer be allowed to decide whether a curing course should be used. Vertical Deflections: Soil-supported slab-on-grade floors can deflect downward when vertical loads are applied, due to elastic compression of the subgrade. In our opinion, a subgrade reaction modulus of 100 pounds per cubic inch can be used to estimate such deflections. 4.4 Backfilled Walls In our opinion, backfilled concrete retaining walls can be used around the below-grade portions of the building. Our backfilled wall-design recommendations and comments are presented below. Footing Depths: For frost and erosion protection, all backfilled retaining wall footings should bear at least 18 inches below the adjacent ground surface. However, greater depths might be necessary to develop adequate passive resistance and/or bearing resistance in certain cases. Curtain Drains: To preclude hydrostatic pressure development behind each backfilled retaining wall,we recommend that a curtain drain be placed behind the entire wall. This curtain drain should consist of pea gravel, washed rock, or some other clean, uniform, well-rounded gravel, extending outward a minimum of 2 feet from the wall and extending upward from the footing drain to within about 12 inches of the ground surface. For walls that do'not include a footing drain, we recommend that a 4-inch-diameter perforated drain pipe be installed behind the heel of the wall. Backfill Soil: Ideally, all retaining wall backfill placed behind the curtain drain would consist of clean, free-draining, granular material, such as "Gravel Backfill for Walls" per WSDOT Standard. Specification 9-03.12(2). Alternatively, on-site granular soils could be used as backfill if they are placed at a moisture content near optimum. In the event that silty soils are used as backfill, a geotextile should be placed between the curtain drain and the backfill soil, to prevent drain clogging. Backfill Compaction: Because soil compactors place significant lateral pressures on retaining walls,we recommend that only small, hand-operated compaction equipment be used within 3 feet of a backfilled wall. Also, all backfill should be compacted to a density as close as possible to 90. percent of the maximum dry density (based on ASTM:D-1557); a greater degree of compaction closely behind the wall would increase the lateral earth pressure, whereas a lesser degree of compaction might lead to excessive post-construction settlements. - Grading and Capping: To retard the infiltration of surface water into the backfill soils, we recommend that the backfill surface of exterior walls be adequately sloped to drain away from the S:IWORDPROCl99 ProjectslOther1Tacoma100013 Arcarius Homes\Elisabeth Place Ltd Geatech Rptwpd .A. ENGINEERING GLOBAL SOLUTIONS Arcarius Homes 9-93M-00013-0 October 19, 1999 Page 12 wall. Ideally, the backfill surface directly behind each wall would be capped with asphalt, concrete, or 12 inches of low-permeability (silty) soils to minimize or preclude surface water infiltration. Applied Loads: Overturning and sliding loads applied to retaining walls can be classified as static pressures, surcharge pressures, seismic pressures, and hydrostatic pressures. We offer the following specific values for design purposes. ► Static Pressures: Yielding (cantilever) retaining walls should be designed to withstand an appropriate active la lateral t al earth pressure, whereas non-yielding (restrained) walls should be designed to withstand an appropriate at-rest lateral earth pressure. These pressures act over the entire back of the wall and vary with the backslope inclination. For various backslope angles, we recommend using the following active and at-rest pressures (given as equivalent fluid unit weights): Backslope Active At-Rest Angle Pressure Pressure Level 35 pcf 55 pcf 3.0H:1 V 44 pcf 69 pcf 2.0H:1 V 53 pcf 83 pcf 1.5H:1V 86 pcf 135 pcf ► Surcharge Pressures: Static lateral earth pressures acting on a retaining wall should be increased to account for surcharge loadings resulting from any traffic, construction equipment, material stockpiles,or structures located within a horizontal distance equal to the wall height. For simplicity, a traffic surcharge can be modeled as a uniform pressure of 75 psf acting against the upper 6 feet of wall. Seismic Pressures: Static lateral earth pressures acting on,a retaining wall should be increased to account for seismic loadings. These pressures act over the entire back of the wall and vary with the backslope inclination, the seismic acceleration, and the wall height. Based on a design acceleration coefficient of 0.25 to 0.30 and a wall height of"H"feet,we recommend that these seismic loadings be modeled as the following uniform horizontal pressures for various backslope angles: Backslope Active At-Rest • Angle Pressure • Pressure ._-- Level 4H psf 12H psf 3.0H:1V 6H psf 18H psf 2.0H:1V 8H psf 24H psf 1.5H:1V 10H psf 30H psf Hydrostatic Pressures: If groundwater is allowed to saturate the backfill soils, a hydrostatic pressure of 62 pcf will act against a retaining wall below the saturation S:\WOROPROC199 Projects\Other\Tacoma\00013 Arcarius HomeslElisabeth Place Ltd Geotech Rptwpd ♦�� �f �`� ENGINEERING GLOBAL SOLUTIONS • I • Arcarius Homes 9-93M-00013-0 October 19, 1999 Page 13 level and above,the foreslope level. In contrast, if an adequate drainage and discharge system is included behind the retaining wall, we do not expect that hydrostatic pressures will develop. Resisting Forces: Static pressures, surcharge pressures, seismic pressures, and hydrostatic pressures are resisted by a combination of passive lateral earth pressure, base friction, and subgrade bearing capacity. Passive pressure acts over the embedded front of the wall(neglecting the upper 1 foot for paved foreslopes, or the upper 2 feet for soil foreslopes) and varies with the foresiope declination, whereas base friction and bearing capacity act along the bottom of the footings. Assuming a level foreslope at the wall location, we recommend the following design values, which incorporate: static and seismic safety factors of at least 1.5 and 1.1, respectively. Base friction can be added to the respective passive pressure to resist static and seismic loads. Design Parameter Allowable Value Static Passive Pressure 300 pcf Seismic Passive Pressure 400 pcf Base Friction Coefficient 0.4 Static Bearing Capacity 2,500 psf Seismic Bearing Capacity 3,300 psf 4_5 Drainage Systems In our opinion, the buildings should be provided with permanent drainage systems to minimize the risk of future moisture problems. We offer the following recommendations and comments for drainage design and construction purposes. Perimeter Drains: We recommend that each building be encircled with a perimeter drain system to collect seepage water. This drain should consist of a 4-inch-diameter perforated pipe within an envelope of pea gravel or washed rock,extending at least 6 inches on all sides of the pipe, and the gravel envelope should be wrapped with filter fabric to reduce the migration of fines from the surrounding soils. Ideally,the drain invert would be installed no more than 8 inches above or below the base of the perimeter footings. . Subfloor Drains: Based on the groundwater conditions observed in our site explorations,we do not infer a need for subfloor drains. However, the final decision regarding the need for subfloor drains-__• should be made at the time of construction, after the floor subgrade has been exposed. Discharge Considerations: If possible, all perimeter drains should discharge to a municipal storm drain, sewer system, or other suitable location by gravity flow. 0 Seepage Quantities: We tentatively expect that groundwater seepage flow volumes will be moderate, based on the conditions observed in our explorations. However, a site-specific S:IWORDPROC199 Projects\Othercracoma100013 Arcarius HomestElisabeth Place Ltd Geotech Rpt.wpd ENGINEERING GLOBAL SOLUTIONS Arcarius Homes 9-93M-00013-0 October 19, 1999 Page 14 groundwater seepage analysis would be required to estimate a seepage quantity for a given excavation size and depth. After the final excavation dimensions have been established,we could perform such an analysis to facilitate the design of a drainage system by the project civil engineer, if desired. Runoff Water: Roof-runoff and surface-runoff water should not discharge into the perimeter drain system. Instead, these sources should discharge into separate tightline pipes and be routed away from the buildings to a storm drain or other appropriate location. Grading and Capping: Final site grades should slope downward away from each building so that runoff water will flow by gravity to suitable collection points, rather than ponding near the buildings. ideally, the area surrounding the buildings would be capped with concrete, asphalt, or low- permeability (silty) soils to minimize or preclude surface-water infiltration. 4.6 Structural Fill The term "structural fill"refers to any materials placed under foundations, retaining walls, slab-on- grade floors, sidewalks, pavements, and other structures. Our comments, conclusions, and recommendations concerning structural fill are presented in the following paragraphs. Materials: Typical structural fill materials include clean sand,granulithic gravel, pea gravel,washed rock, crushed rock, quarry spalls, controlled-density fill (CDF), lean-mix concrete, well-graded mixtures of sand and gravel (commonly called "gravel borrow" or "pit-run"), and miscellaneous mixtures of silt, sand, and gravel. Recycled asphalt, concrete, and glass, which are derived from pulverizing the parent materials, are also potentially useful as structural fill in certain applications. Soils used for structural fill should not contain any organic matter or debris, nor any individual ,particles greater than about 6 inches in diameter. On-Site Soils: We offer the following evaluation of the on-site soils in relation to potential use as structural fill. ► Surficial Organic Sites: The sod, duff,topsoil, and organic-rich soils mantling most of the site are not suitable for use as structural fill under any circumstances, due to their high organic content. Consequently, these materials can be used only for non-structural purposes, such as in landscaping areas. ► Fill Soils: The silty sands and sandy silts underlying the surficial organic soils appear suitable for reuse as structural fill at their present moisture contents. However, these soils will be difficult or impossible to reuse during wet weather, due to their moderately high silt contents. ► Recessional Outwash: The recessional outwash sands underlying the majority of the site appear suitable for reuse as structural fill at their present moisture contents. S:IWORDPROC199 ProjectstOtherVFacoma100013 Arcarius HomestElisabeth Place Ltd Geotech RpLwpd ENGINEERING GLOBAL SOLUTIONS a } a • Arcarius Homes 9-93M-00013-0 October 19, 1999 Page 15 However,these soils will be difficult or impossible to reuse during wet weather, due to their moderately high silt contents. Advance Outwash: The advance outwash sands and gravels underlying the do appear suitable for reuse as structural fill at their present moisture contents. However, these soils will be difficult or impossible to reuse during wet weather, due to their moderately high silt contents. Fill Placement: Generally, pea gravel,washed rock, quarry spells, CDF, and lean-mix concrete do not require special placement and compaction procedures. In contrast, clean sand, granulithic gravel, crushed rock, soil mixtures, and recycled materials should be placed in horizontal lifts not exceeding 8 inches in loose thickness, and each lift should be thoroughly compacted with a mechanical compactor. Compaction Criteria: Using the Modified Proctor test (ASTM:D-1557) as a standard, we recommend that structural fill used for various on-site applications be compacted to the following minimum densities: Minimum Fill Application Compaction Footing subgrade and bearing pad 90 percent Foundation backfill 90 percent Slab-on-grade floor subgrade and subbase 90 percent Retaining wall subgrade - 90 percent Retaining wall backfill 90 percent Roadway embankment (upper 2 feet) 95 percent Roadway embankment (below 2 feet) 90 percent • Concrete sidewalk subgrade 90 percent Asphaltic pavement base and subbase 95 percent Asphaltic pavement subgrade (upper 2 feet) 90 percent Asphaltic pavement subgrade (below 2 feet) 90 percent Subcjrade Verification and Compaction Testing: Regardless of material or location, all structural fill should be placed over.firm, unyielding subgrades prepared in accordance with the Site_. Preparation section of this report. Fill soil compaction should be verified by means of in-place density tests performed during fill placement so that adequacy of soil compaction efforts may be evaluated as earthwork progresses. Soil'Moisture Considerations: The suitability of soils used for structural fill depends primarily on their grain-size distribution and moisture content when they are placed. As the"fines"content(that soil fraction passing the U.S. No. 200 Sieve) increases, soils become more sensitive to small changes in moisture content. Soils containing more than about 5 percent fines (by weight) cannot S:\WORDPROC199 Projects10therVTacama\00013 Arcarius Homes\Elisabeth Place Ltd Geotech Rptwpd ENGINEERING GLOBAL SOLUTIONS 4 4 Arcarius Homes 9-93M-00013-0 October 19, 1999 Page 16 be consistently compacted to a firm, unyielding condition when the moisture content is more than 2 percentage points above or below optimum. For fill placement during.wet-weather site work,we recommend using"clean"fill, which refers to soils that have a fines content of 5 percent or less (by weight) based on the soil fraction passing the U.S. No. 4 Sieve. F Crat n sefif mp , whichCDStrength typically ranges onside from ions:50 toCDF 200 is psi. CDFormally havingpci a ed strengthintermso fo 50.psiitsco(7,200res pssivef) provides adequate support for most structural applications and can be readily excavated with hand shovels. A strength of 100 psi (14,400 psf) provides additional support for special applications but greatly increases the difficulty of hand-excavation. CDF having a strength greater than about 100 psi requires power equipment to excavate and, as such, should not be used where future hand- excavation might be needed. 5.0 ADDITIONAL SERVICES Because the future performance and integrity of the structural elements will depend largely on proper site preparation, drainage, fill placement, and construction procedures, monitoring and testing by experienced geotechnical personnel should be considered an integral part of the construction process. Consequently, AGRA could be retained to provide the following post-report services: ► Review all construction plans and specifications to verify that our design criteria presented in this report have been properly integrated into the design; Prepare a letter summarizing all review comments (if required by the City of • Renton); • Attend a pre-construction conference with the design team and contractor to discuss important geotechnically related construction issues; ► Observe all exposed subgrades after completion of stripping and overexcavation to confirm that suitable soil conditions have been reached and to determine appropriate subgrade compaction methods; ► Monitor the placement of all structural fill and test the compaction of structural fill • l , soils to verify their conformance with the construction specifications; ► Probe all completed subgrades for footings and slab-on-grade floors before concrete is poured, in order to verify their bearing capacity; ► Observe the installation of all perimeter drains, wall drains, and capillary break layers to verify their conformance with the construction plans; and . S:IWORDPROC\99 Projects\Other\Tacoma100013 Arcarius Homes\Elisabeth Place Ltd Geotech Rpt.wpd G ENGINEERING GLOBAL SOLUTIONS • 1 1 Arcarius Homes 9-93M-00013-0 October 19, 1999 Page 17 ' o Prepare a post-construction letter summarizing all field observations, inspections, and test results (if required by the City of Renton). In addition to the aforementioned services, AGRA can provide inspection and testing of concrete, steel, masonry, and other structural materials. Upon request, we could submit a proposal for providing some or all of these construction monitoring, inspection, and testing services. Such a proposal is best prepared after the project plans and specifications have been approved for construction. 6.0 CLOSURE The conclusions and recommendations presented in this report are based, in part, on the explorations that we performed for this study;therefore, if variations in the subgrade conditions are observed at a later time, we may need to modify this report to reflect those changes. // Also, because the future performance and integrity of the project elements depend largely on proper initial 'site preparation, drainage, and construction procedures, monitoring and testing by experienced geotechnical personnel should be considered an integral part of the construction process. AGRA is available to provide geotechnical monitoring, soils and concrete testing, steel - and masonry inspection, and other services throughout construction. • • S:IWORDPROC199 ProjectslOther\Tacoma100013 Arcarius Homes\Elisabeth Place Ltd Geatech Rpt.wpd ENGINEERING GLOBAL SOLUTIONS 1 - 1 Arcarius Homes 9-93M-00013-0 October 19, 1999 Page 18 We appreciate the opportunity to be of service on this project. If you have any questions regarding this report or any aspects of the project,please feel free to contact our office. Sincerely, - fig= jits' o Fred E. Rennebaum . cv ®��� O + 27768 p Staff Geologist •=7- �'%TOL, ���'.';' SIQNAL `" /J./bee__ EXPIRES / vc2 Storr L. Nelson, P.G. James M. Brisbine, P.E. Senior Project Geologist Associate FER/SLN/JMB/jdp Enclosures: Figure 1 — Location Map Figure 2 — Site & Exploration Plan Test Pit Logs TP-1 through TP-6 Grain Size Distribution Graphs Distribution: Arcarius Homes (3) Attn: Mr. Brad Olschefski LeRoy Surveyors & Engineers (2) Attn: Mr. Paul Green • S:\WORDPROC\99 Prajects\OtheATacoma\00013 Arcarius Homes\Elisabeth Place Ltd Geoteetl Rpt.wpd +4 as AG RA .. ENGINEERING GLOBAL SOLUTIONS 3 It • :7 Ile , ,'.‘ 1: • ` 6p 1 .l or 11 7 -; -_-- -,-...0 1 II o Hazelwood 129'�i. •• // ,` ' i,\ Substation :•4 yy4/-.7• z-./j-- �� -- , f' iI, ? �.' • . - {III -...i . . . . T--- _ Naze i' 1 • y Trailer .` 1 ti. ( r. '_ •'.C�.# ' at / ark 1 - �o Cj N 01' ; , \ t j 1; is: 1 1 .`4._. —1 \\ . • , , ) \ • \ 1 i t .I , �'i � � \ _o ir.\4, 'j{t t I i • , j___. I. I. r • ,' - li \ I •` :. , { ' t�"• �' . .i' .. 1 �� � s ravel Pits .,s• "• = �MI" S5 •• �- -• Kennydale Li•ns. • • '' ,. --S- \ - . :: Park ,•o_,: I • im ui \ " Park; ! i — - • • \1 ‘.i T. .fit• �' Piti. Q ,\ ?= .6'• I S •`-t- • �--- . •BDYI 3 \ 1 $: , -• i Sii.„ ---• AI. 8 ; ••. •.: A• .1.: :qf a _____4. , ,. . . . 0 I sl 1 ,. **-1 .2,-. on----J::::.• '�'• -.. , ' • w NE 7NST Park '14,• • '•' �.,. , 726 v. :72;, . • ' o ..\ a' li < •, -Y y- • I .� Trap:N • . Pk ,'� • '� ,I Tom: A _ ..�. ., I . . 0 2,000 c * 11 MAP SCALE=1":2,000 ft. 9 Ti o LOCATION MAP FIGURE p ENGINEERING GLOBAL SOLUTIONS ELIZABETH PLACE SHORT PLAT m 115 South 8th Street 0 Tacoma, Washington 98402-5203 RENTON, WASHINGTON . TEST PIT LOGS 9-93M-00013-0 Depth (feet) Material Description • Sample No. Test Pit TP-1 Location: Southeast corner of site Approximate ground surface elevation: 103 feet 0.0 - 1.0 Topsoil with crushed rock, roots. 1.0 - 5.0 Dense, damp, tan, gravelly, silty SAND with cobbles. S-1 5.0 - 10.0 Dense, damp, tan, gravelly SAND with silt, mottling at 9.5 S-2 feet. • Test pit terminated at approximately 10 feet No caving observed No groundwater encountered • • Test Pit TP-2 Location: Edge of fill, near center of site • Approximate ground surface elevation: 100 feet 0.0- 1.0 Sod and topsoil: 1.0 3.0 Loose, damp, tan, gravelly, silty SAND (Fill). S-1 3.0 - 3.5 - Topsoil and roots. 3.5 - 8.0 Loose, damp, tan, gravelly, silty SAND (Fill). 8.0 - 9.0 Topsoil and roots. Test pit terminated at approximately 9 feet No caving observed No groundwater encountered • • • • • S:WORDPROC1991Projects\OtherVTacoma100013 Arcarius HomeslElisabeth Place Ltd Geotech RpLwpd F ARA ENGINEERING GLOBAL SOLUTIONS s • • _ Depth (feet) Material Description Sample No. i Test Pit TP-3 • Location: Northeast part of site:in yard • Approximate ground surface.elevation: 105 feet 0.0 - 1.0 Sod, topsoil. 1.0 - 6.0 Medium-dense, damp to moist, tan with mottling, gravelly, • silty SAND (Recessional Outwash). • 6.0 -.8.5 Medium-dense, moist to wet, gray-tan and mottled, fine S-1 SAND with silt (Recessional Outwash). 8.5 - 10.0 Dense to very dense, moist, gray, gravelly, silty SAND with S-2 cobbles (Advance Outwash). Test pit terminated at approximately 10 feet No caging observed • . No groundwater encountered Test Pit TP-4 Location: Northwest part of site Approximate ground surface elevation: 87 feet 0.0.:.2.0 Topsoil, roots. • 2.Q- 10.5 Loose to medium-dense, wet; gray-brown with mottling, silty SAND (Recessional Outwash). j ? Test pit terminated at approximately 10.5 feet No caving observed Slow to moderate seepage at 9 feet 0 . • • • • S:IWORDPROC199 Projects\OtherlTacome\00013 Arcarius Homes'Elisabeth Place Ltd Geotech Rpt.wpd - G .}� ENGINEERING GLOBAL SOLUTIONS { I / — — — PROPERTY LINE _ — — j ` �\\ \ 1 `l, `, \ ', J \ \ \ 1 \ \ \ \ \ \ \ \ \\ `\ \` ''\ % } 1 \ ` \ 1\ \ \ \ \ '\ /` ' J \ \\ \ \ \ \ \ \ \'\SHeD ' / 1 ` 1 \� \ \ ' \ \ \ \ \ \ \ ' ` / ( LEGEND \ \ \ ‘\ \ ' f \ TP-l ' ® TEST PIT NUMBER AND APPROXIMATE LOCATION t ! �z - C ®b° ` \ `! i ;�z I `, 1 fill i0 6< r I e d 1\ . `\ y O i ` ;' \ V; HOUSE 1IN.\� — \\ — -\ irt 1 i 1` I \ ,LOT`LINE\ , ' :�— \s I I• ; 11� \\ \ \ \ \ ' `\ \\ D \ 1 / \\' \ \ W 0 \ \ \ \ • \ ; \ \\, TP-2 , \ \ > _ \ :\ \ ; \ ,t ` � ` \ j Q \ / \ N, i \ \ \. \ \ \ 1 / �/�%% \ ° \ \ \\ \ \ \, ,4// / ////� / \ i \ \ d _, .:,_: , \ \ \ \ \ \ / I ; !, , `\ _i \ .\ , ,`e, \ \ , I '` ( ► ' \', 1 ,, ,\ \ 1/ \ . • • \ 1 1.\\ .7iil \ ; \\ \'\ 1 \ \\ \ \ \\ \ . l' \ -----„F ! .,_ /7\\ 1\ ` \ \\\\ ` I I T®1I ; \ _ , 1 \ ,,, \ • Lii . _. \ .' , / l \\ \\ \\ \� I , ' i ._.. . ! \ \, , , , / 7 i / ! . LT— / r i /- / t ` N-E' 121TH STREET( ii I I i 0 1.\ \ \ ` , ` 1 \ ) I 0 40 80 \ ! -` SCALE IN FEET l /i ; - O SITE Lit EXPLORATION PLAN FIGURE AGRA o e '-ENGINEERINGGLOBALSOLLmONs i ELISABETH PLACE SHORT PLAT . Z 11335 N.E.122nd Way,Suite 100 2 IGrkland,WA,U.S.A.98034-6918 RENTON, WASHINGTON • • Depth (feet) Material Description Sample No. Test Pit TP-5 Location: Southwest part of site Approximate ground surface elevation: 70 feet • 0.0 - 0.5 Topsoil, roots. 0.5 - 10.0 Loose, damp, tan, SAND with trace silt and gravel S-1 (Recessional Outwash). Test pit terminated at approximately 10 feet No caving observed No groundwater encountered • Test Pit TP-6 • Location: South central part of site, edge of placed fill Approximate ground surface elevation: 98 feet . 0.0 - 0.5 Topsoil, roots. 0.5 - 10.0 Loose, damp, tan, gravelly SAND with silt, masonry, and S-1 asphalt (Fill). j ! Test pit terminated at approximately 10.feet No caving observed No groundwater encountered • i1 Date excavated: October 14, 1999 • Logged by: FER • • • • S:IWORDPROC199 Projects%Other\Tacoma100013 Arcarius HomeslElisabeth Place Ltd Geotech Rpt.wpd • AG A ENGINEERING GLOBAL SOLUTIONS c 9 Grain Size Analysis Report _ = —- ED t7 N M SG 2G it iG it * it 100 I I •'`I I I I I I I I I I ik, I I I I I I I I I I I I I . I I I I \ I I I I I I _ 90 1 ' —1 r I I I ,. I I I I I i 1 1 1 •ti 1 1 I I I — I I I I I I I I I '- I 1 I I I I`. 1 I I 1 1 80 I - C - ' I I 1 1 I I I I I _ I I II I I I I I I I I '- I I I I I 1 I 1 I I 1 I 1 I •mo I I I I I I I I 1 I I 1 1 I \ I 1 I I I I 70I I I I I I .r — I I I I 1 1 I I I 1 I I I I I I I I I I I I I I I •^ I I I I I - N I I I I 1 I I I I I 1 Et I I I I I I I I I I I 1 LU 60 1 I . 1 1 • z I I j , I— I I • Z 50 I 1 `'`, LLB I I U I I Et I I I , W 40 I I •�' — I I 1 d I I 1 I I I I I 1 I I I I 1 I i I I • I 30 1 I I I I I I I •� I )1, ` I I I I 1 20 1 • 1 I I I `,...\ I I I I I I`• I I I I I I I 1 - 1 I 10 I J _ I I I I I I 1 1 I I I 1 0 1 , I 1 t l I J I L I 500 100 10 1 0.1 • 0.01 0.001 GRAIN SIZE-mm %COBBLES %GRAVEL %SAND %SILT I %CLAY 0.0 25.8 58.8 15.4 SIEVE PERCENT SPEC.* PASS? Soil Description ;- SIZE FINER PERCENT (X=NO) Gravelly silty sand _ 1.25 in. 100.0 I_ 1.0 in. 95.3 .75 in. 90.7 .50 in. 86.7 .25 in. 77.9 Atterberg Limits #10 74.1 PL= LL= P1= . #40' 47.1 Coefficients #60 32.6 D85= 10.9 D60= 1.08 D50= 0.489 ##80 21.1 D30= 0.229 D15= D10= #200 15.4 Cu= CC= Classification' USCS= AASHTO= • Remarks • Tested by:WB3 . Reviewed by:ML * (no specification provided) Sample No.: #1042.1t Source of Sample: Date: 10-19-99 Location: TP-1/S-1 Elev./Depth: Client: OAGRA Earth & Environmental Project: ELIZABETH SHORT PLAT ENGINEERING GLOBAL SOLUTIONS I Project No: 93M0013-0 Plate ` . I ' .i Grain S z-_ Analysis Report • N S C C fC 0 N v • t, it * g it 3t ie ii V I 100 I I 1 L. 1 11 1 I I I I L��w I I I I I I I I I �•.. I I I I I I • 1 90 1 I I I I I , F.- - . I I I I •. , I I I I I I I I I . I I I I I I 1 ., 80 -, r 1 I I .`• I 1 I I 1 1 , 1 I 1 1 ..I I 1 70 , 1 1CC I I I ;` 1 I I I 11 I W 60 1 1 I Z I I Li' i I I I 1 I I I 1 ,,, I I I— I I I I I 1 \I I I Z 50 I I I I I I Lii - I I 1 , I I , I U I I I I I 1 CCI I I I I I;: I I , W 40 I I I _ TI 1 1 'i I I _ , s. 30 1 11 . 20 I I I I I I I I Imo. I 1 I I I I I I I I I I I I I I I I 1 10 1 I 1 _I I I , 1 I_ I 1 0 I I I 1 I 1 ! f I , 1 i 500 100 10 1 0.1 0.01 0.001 GRAIN SIZE-mm %COBBLES %GRAVEL %SAND %SILT I %CLAY 0.0 16.3 68.4 15.3 SIEVE PERCENT SPEC.* PASS? Soil Description SIZE FINER PERCENT' (X=NO) _ Gravelly silty sand 1.0 in. 100.0 .75 in. 96.9 .50 in. 94.1 .25 in. 86.0 ##44 83.7 Atterberg Limits #20 7 .2 69.5 PL= LL= P1= #60 29.4 Coefficients ##80 20 9 D85= 5.66 D60= 0.587 D50= 0.441 #100 15.3 D30= 0.255 D15= D10= Cu- Cc- Classification USCS= • AASHTO= Remarks Tested by:WB3 - Reviewed by:NIL * (no specification provided) Sample No.: #1042.2t Source of Sample: Date: 10-19-99 Location: TP-6/S-1 Elev.IDepth: Client: AGRA Earth & Environmental Project: ELIZABETH SHORT PLAT ENGINEERING GLOBAL SOLUTIONS 4 Project No: 93M0013-0 Plate j C. • _ -_!- • 17 ND 7 ej' j9a(l ,�• V sP.• ,4QCao L1i ? IT JI1I I/ • 1 -_ 16 5 %LJJc1 _-..--2 •• . :94.•2E1e I �_ ; � t. sot Air AoJ1 loi 1.Zt •t M t12 - •'' ► t+7L :ti41i, Lozi3 I���---8CU0 70 76. .cv $ • m 7 tlf• a�'6j3 � f ''• 6C •�- t!.Bo. b ,7• �' S 1. , i,oa �' zip oc�o 16 TH 9,Ic Ir r02.350 i 96 70.135 1 1 es ,I 63 I 18 v 1 5 i 75 96 1 I r i I I C ^ I o CS N. 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MUNICIPAL CODE SECTIONS Tree Cutting and Land Clearing Regulations (RMC Section 4-4-130C) REFERENCE: N/A SUBJECT: , Regulation of Tree Cutting and Land Clearing on Slopes Exceeding 40% BACKGROUND: Section 4-4-130:C (Prohibited and Allowable Activities)restricts tree cutting or land clearing "on parcels where the predominant slope or individual slope is in excess of forty percent(40%) except enhancement activities."Enhancement • activities are defined as the "removal ofnoxious or intrusive species,plantings of appropriate native species.and/or removal of diseased or decaying trees which pose a clear and imminent treat to life or property. Enhancement activities shall not involve the use of mechanical equipment." The Code Section does not provide clear direction as to how slope is to be calculated. JUSTIFICATION: According to the Tree Cutting and Land Clearing Regulations, slopes 40%or greater may not be cleared,nor trees removed,unless the action is considered to be enhancement. The Greenbelt Regulations (Code Section 4-3-070:C.3)define steep slope areas subject to regulation as landform features of a site between significant and identifiable changes in slope. Slope is defined as the average slope of the lot or portion thereof in percent between significant changes in slope, . determined by observation on simple slopes, or more precisely by the formula: S=100IL A j 'Where"I"is the contour interval in feet but not greater than ten feet(10'); "L" the combined length of the contour lines in scale feet; and"A"is the net area i a between significant changes in slope of the lot in square feet. A significant change in slope is defined as a bench or plateau at least fifteen feet(15') in width. For consistency,the same slope definition should apply to the Tree Cutting and Land Clearing Regulations. DECISION:: For purposes of the Tree Cutting and Land Clearing Regulations (RMC 4-4- 130:C.4) "slope" shall be defined as the average slope of the lot or portion thereof in percent between significant changes in slope, determined by observation on simple slopes, or more precisely by the formula: S=100 IL A Where "I" is the contour interval in feet but not greater than ten feet(10'); "L" is the combined length of the contour lines in scale feet; and "A" is the net area between significant changes in slope of the lot in square feet. A significant change in slope is defined as a bench or plateau at least fifteen feet(15')in width with a drop or change in elevation of more than 10 feet. ZONING , ADMINSTRATOR APPROVAL: DATE: ?7 j APPEAL PROCESS: To appeal this determination, a written appeal—accompanied by the required$75.00 filing fee-must be filed with the City's Hearing Examiner(1055 South Grady Way, Renton,WA 98055,425-430-6515)no more than 14 days from the date of this decision. Your submittal should explain the basis for the appeal. Section 4-8-110 of the Renton Municipal Code provides further information on the appeal process. Win., 1 . \ \ \ \ StE EXH MAFl-^ ►- 1 .. \ ` \ \ . \ \ \ . \ t i I I I i\-- \ \ \ \ I 1 \ ` I \ \ `0 \ I I I I 1\ e \ \ I GRA HICI SCALE 1 "=40 ' . 1 % % \it \ i5 \\ paQ \I \ . \ \ I I 0 I 40 I S 120 \ rL \ S \ - I I I I t I I \ \ a= I \ 2 I % � \ \ el I I I r I , I n I T min 7,1110mmo L \ rall= \ —\— `� \ \��— — . — - — ,` s N \ \ \ \ \ 6\ \ \ -\ N \ \ \ *\ \ \ \ W N _,., , \ \ \ \ \ \ \ \ \ \ I • • N ` \ \ \ \ -\ \ I:. VP JIW *_� N N 1 \ \ \ \ \ `�\ ` \ Iiif ' \ \ \ \ \ \ ( 1 I / / s% 1 \ \ \ \ \ \ - `-'' \ 2 / l h. \>11 \ . ‘ 1\ % itIA \ \ \ i\ 1 / 1 , ,,, - ,/r '‘U,:. E leril oc cgw---3,-----, if, _____L, '. \ \ \ ' \ 4, \ \ \ t \ \ Id I I \ 1 1 1 \ I�I / ., \ \ . % I I I I 1 1 1 \ I mo, :� A 1 \ I 1 \ \ ' I I I I i 1 \ i J .: \ ' I 1 1 �, g \ t ' �` - ::\ \ \ \ \ =" *I ' f\ C. \ ro— I . 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