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LUA99-131
POR. NE 1/4, SW 1/4, SEC. 3, TWP 23 N, RGE 5 E., W.M. ppp�vvv''- FOUND 2'BRASS DISC BAt3t8 OF DE.FWdC_6 CL Ted E 40[1) IN CONE MON 0.2'DOWN TOTAL AREA-3.68 AC OR 160,376 k N0459'22"E I(irll'I IN CASE AT INTX NE 21ST ST W Cl t-8TJ4'19' C9 r-I072'JI' C17 /.6639'SJ• 6 I!� 8 DUVALL AVE.N.E. PROPOSED/L1F LOTS 18 CENIERLNE O'DUVALL AVE.M.E. R-2SOD' R-400.60' R- ���'1. 4) (z-24-99) ISSTAN ZONING R8 Q fl L-3A21' L-71.2Y L_77.60• 1 ) RIM ELEV=426.56 JI DENSITY- le LOTS CITY OF RENTON C2 1-9725'4I• CIO 1-1021'30' CI8 r-8859'3J' 1'2,NF0 9612'\ '1R CnNL= 41205 6'PVC E.S ` -384(TOT W/AREAAL (AC)-AREA R/W(AC) CONTDUR INTERVAL-2' -AG33' -76.84' I.JBA!' ���NLL1C EH�. CJ t-1021'SO' CII f-a72.3!• C19 M18859'SJ• 4. DRIC.NADNG BENp1uARr; R100.00' R2759' R.75.00' VICINITY MAP j ssMH PROPOSED AREA a LOTS �rM,R: MAY 6.2001 �.1-A RIM ELEV=426.48 t�A CTR CHNL=41228 8'PVC N,W LOT A LOT AREA Omit.) FOUND 1"I.P.FILLED NMI' CCOVCRE1E NTH TACK MCW CASE N' S'.L41A�••PY L-72.l1' L-2739' L.116.50' ,PTi T• 1 19,794 AT INTX.OF SUNSET BLVD.SE.AND DUVALL AVE SE. C4 f-102I'30• C12 r-0559'58' C20 T-1631'34• ' $. ` 2 7,714 ELEV-409.38 R.57500' R-375.00' R-7500' PACIFIC ENGINEERING DESIGN INC. 3 7.972 SET 14.23' ' 4800 SOUTH 1881H ST,SUITE 360 4 A370 IBM -A PoIIERRI6R ON N.ODE OF N. 87M ST. CONE.PAD UNDER L-67.80' L-J9.2J' L- '{ C I' TC - SEATTlE.WA..90188 5 4,749 ELEV.42348 C3 r-1021'30' CIS f.1012'31• C21 T.5956.09' A PHONE:(206)4JI-7970 6 5749 .4 t R-J7S00' R-423.OD' R.7300' P. ;{: :" i- 7 6,036 THY-8 TOP OF'ESAI"REBAR AT"LOT 5'ON SOUTH} t3tIRVEYOR 8 A036 ELEV-424.28 L-6780' L-7S72' L-7A46' '1 I .:A a TRIAD ASSOCIATES 9 6,041 CE f- P. 7 '' If :� 11814 1I51H AVE.N.E. 10 6,036 R.373.00' C14 R 425.00'' C11 R-7'03.•810' ^; ,.N' 11 6,297 LOTS A AND 8 OF ROTERT E.PETET SHORT PLAT,RECORDED N L-TWOS' L-22.66' L-I3.79' a , r': r. KIRKLAND,WA.,98034 • �')= • ` PHONE(425)821-SH8 12 13 1 6,504 B00K 115 OF SUR0YS PAGE 269,RECOR05 OF KING COUNTY, C7 r-0726'30' CIS /-06Y.9'OA' L .o �'Y'. o WASHMIG R-J7500' R-42500' N ��`"'` �. 1'. 3 536554 BEING A SHORT PUT OF TRACT 1,JOSEPH P.MARSHALL TRACTS L-4A75 L-SO.oe' n rt.,.a.' ' ;--. . ..,. BRIERE ENTERPRISES 16 3,966 A41,LNWHC 70 THE PLAT THEREOF. COUNTY, IN VOLUYE 38 OF Q `• '` 'Ott• • 19N DUVALL AVE.N.E. 17 6,J65 PUTS PAGE 3O RECORDS OF KING COUNTY, FLAT GTOR. C16 T-0021'QS' Li _ ,N:w RENTO.WA.,98059 18 A189 TOGETHER WITH LOT I OF FRAM BRIER SHORT KIN RECORDED IN J 2 W" R-113.00' li(� ,¢ I PHONE:(115)228-TIRO BOO(18 OF SURVEYS,PAGE 250,RECORDS OF KINGCOUNTY O .!' 3/ WASHINGTON.BEING A SHORT PUT OF A PORTION OF TRACT 2, L-298 a'T,.ram L TOTAL LOT AREA 134.297a 3�!. CB TOTAL R/W AREA 26.079 +VSEPH P.YARSHALL TRACTS ACCORDING TO THE 30, PERCENTAGE ROADWAY-I6.261< THEREOF,RECORDED IN VOLUME 38 OF PUTS, PAGE ���y SSMH RIM CLEF=425.98 RECORDS OF KING COUNTY,WASHINGTOV. O C W (•„+ I ow 4 IE=423.86 8•COIC.W PI PRELIMINARY PLAT MAP - 01 RIM ELEV-426.28 ATE P2 COMPOSITE UTILITY PLAN pl CTR CHNL-411.28 a"PVC N,S , ' `CB PJ TREE CUTTING/LAND CLEARING PLAN CB RIM ELEV-426.43 'i FOR LOCATIONS OF SERER,WATER AND STORY CI4 NEIGHBORHOOD DETAIL MAP J 3 RIM ELEV-425.IB IE=423]]8'CONC.F. DRAINAGE SEE SHEET P-2 W Loi ,5 IE-423.46 12'CONC 5 VI IE=422.67 12'CONC.NW 3 IE a17.1' 40 0 20 40 80 IE=42263 12"GONG.S $11 EXIST PRIVATE ROAD 15'STORM DRAINAGE tz'coNcir . -w • A- , ESMT FOR BIOSWALE m i A a FOUND 2"BRASS DISC • 4�1� I - 1' W GRAVEL ROAD P-9-.�� - P ..0... P P O. SET IN TOP CONE MONiiempidrirp4'DOWN AT INTO OF NE Itilt �� •`? P P- -P GRAPHIC SCALE 2pTH PL.@DUVALL AVE NE I 1 -5000' 1 -- . YRO -p ■ 2 O R-1i26.e1 II ,�) I _,11 ... 50.00' 30.00 S0 : - w---_ W D W ,[I- '�' -41 III r _° -98) ! .1 . ---�II I <-�, r--- L7a6r z �i N _Ir ji l I r-<-�1 r-- i� I� --41e-'- IV w I�)I Illl I'I II �Ir---L� y 1 1 I I �"�p 1 y 4 ,V \ AIL\�1 I 131 IL I 1 �� E=415.]' Q N N W ", ' LIt 189 6q.H. 1'1\16.565 6q.r I 15,966 6q.ft.l 115,654 6q)ft.1 5 ,,z I I i�L }L yE. / � z CONC. U Jgn a o [(:-HOUSE •I I.�a .1 I I 1 I I 6.504■Ip.k. L 1 i 12,CON. FI J 111 ^ I 1 141 1 ) 1 I J I I y- ,15,29Y69.2, 11111 Q 3 o U EV-425 s5 n S r I 1I ill 1 1iI A`_LOp ��11� Er WD FZ AWL oFSO iE=nzz 4s 1YCONc.N n 6/ 45, F -L ��11 I \ LrI I r 1\�I II �' j,/ "--_-\`r, F 11 I LL W oZ V i IE=a224312,50.7 s d T i r`5"5.'.S.L. I 'Iv 1 1 I /1 ,!��F-- JL4 J..V\ •-AINAGE ESMT ili Q ID RIM ELEV=12470 P,1 F./1 /I \~- ) (T ) \l 1 1�1\ I I G16 I 1 I\ 1 I• /• - -`V \�� \ m ¢� IE-4723]12"GONG Nw \ / `h' 1 1,.i. \ I pp1. I1 IE=422 35 12"GONG S \ 6 ;R I RE4 I . 2' L- -J L L-- -J ---\ • OI g I \ ' ` m N I r f --JIL-- J �� I s,o1R.\ - ' m a FOUND MON IN CASE CIS 47.02' ,�, I m Th - 1 II7.89' CI4 1 34.22' ;I IR 1 ( hry a C O.R CNTRL NETWORK 1 1i 1 �' 23.00' C6 -C7-' I,. E jAc-I11e�2 �V ( > ^�9 - (2-24-98) i ■ 4 N s- / 1---- -_-'1 'tit--� SSMHr /L� °' N 87 JS'18'W 81.24' �A�� /• l I--- --__ } jO RIM ELT...25.28 SS I� �N 87'2 Oi - �9,41' STREET/ . f ♦/,' I. I 1.' 11 '4 CTR CHNL=41051 8"PVC N,S,W 1 ti 19'W (� .�1,,� E g •yNy/ I _� I _ I 92.22' �',R+s2'11� `�' • '. 36z c\ '1� I 6,D.w 11 \\ I I EXISTING PROPERTY LIN ..0 �1 . • • .. �._ �CII C12\ /// \ 70.43' ' I /aq•N.'11 11 I1 I I 'STORM AINAGE - BEFORE DEDICATION ,,; \ 27.24 - - IIII. \ 1 \ L-may �.�� I III ESMT FOR SWALE PROJECT NO. CB Rim ELEV=424.96 ce _--_----I , 10.81' II• ----�\B n gL =T 1 IM BOTTOM ELEV-42049 �, ` RIM LEV-424.86 6.49 II g II \ I �^--- / 1 4JG(', IE=42180 12-CONE N I O ,6 IE=421.66 12'CONC E r IE=21.a6 12"ESP N,W 1 I I Im I\ 4 \)) . 16. 16'• h \ I �'/i. IE=21.26 12'CSP 5 1 5.570 44.ft. 1 "� 11 I 9 \ I DRAWN BY if- z.466•PVCE 1 !. II II I \ I\ W •01 I O ^• 1 �"t�, 1 �... J 77149k. \ \ 2 I - �1�/ 041 sq.ft\ ) �I /g \19,794 Sq.IA. 1- 1III- 1li1 t - \ 'I I w �Y J I EXIST. 15' DRAINAGE ISSUE DATE w I 8I I I $I• I M, .:I r I I ESMT F BIOSWA I 53 11 PI gl8 1 s 1 2 I 11 1 --- PROPOSED PROPERTY LINE ; t• ^.I I <\, I ^' I SHOP AR r 1 4,749 sq. \g '4 W r o 1 8 \I b SHEET REVISION :1 • AFTER DEDICATION ', I - I 'I I 1 1 I L- \ J In } h 6,036 sq.ft. I hl \I Q • u 1 11 I I L_�-- 95.'010,-- 1 Q Y L--___6, I II 1 iR A •1 ssMN I I I I I ' r--' n _y2p Ty__ r L14, RIM ELEV=4241] ir, J +IvEMMV ,(EX. HOUSE) \ I 1 I I I .\ 1 I.%Q O -CTR CHNL=409]0 8•PVC N,5 __ TO REMAIN --� I L y\/���1H �I� 1 6 11 I pg1 I 1 g 1 I,I I ' \ii � 2 yI s 9943PED.DWG 3 14J.05• DISREPAIR ISREPAIR p I 4,749 6q.ft. 1 10 , W I B \ i,d ' ND 1/z' ® W! 1 I 1 -_- 50.00' �4.99' S. 1 L-95.Dp,�1-J 5' I t\1','h / REBAR 1 65'N < j • N 87J5'19"W 218.04i L- Tf2P7rj -J 1 1 1 BY tab'E JD .. N 8735'18'W290.7.'- -- FENCE CORNER Le N R • 1 I 11 (0 S['Si 8 --\�FOUND 1/7 REBAR / I I 1\ 1 \ 1 I' ' I \,. 111 ( 09'w)Of w/TAG(oBLITERATED) � 7 i 1'- V I ✓ CO r (z-25-eat I -1-, 1 1 111 '�_- , oINC.ACIFIC ENGINEERING DESIGN I CIVIL ENGINEERING AND I 1 PLANNING CONSULTANTS POR. NE 1/4, SW 1/4, SEC. 3, TWP 23 N, RGE 5 E., W.M. CO ..5X,PCOL,.., -1 F':ii'ie-r2Vi' :', g 4"••••• 4pqn I"... ""... I s.' f1 .4 ,.., EXIST PRIVATE ROAD ,,•smz.mg.*, %."cg:L'. Z II-"--a „111011111.......w l EMOSNALE •••I .".."';. ; fEO ., ' III 14 13—,L- ',_.----_,_;,.*: r.,,,,, c 01 11 II .';'-_-_-_1!--_- .... Cc 'V; I 1 1 • •, ,. S,c1U.-M'c(g Ml,rr m-gRe'4).7,,.,.'"_,..._,...`..-4%.,.:1);2,,•,C,,,,,,O, - iI:,‘k/\ ( )6_...,'., ..41_._.m.JIl_l=:_.i____.4....,Ml_i_,,'R,;',_-M‘,,,,v,,,,,•1 iC,vvi,z..4i'.A I,,•,_-if_,,-IL,1,----,:-=----------.--.—.-L2„;—`'`-_,'-1,k,-,1V_T,,,s•vei-‘_:,‘,-,,•,•,V 3,-.,1,, >•!,2.,..' ri ..;t—,, b .2 Kt ‘,‘' 1 1‘:, • . \ ,--___y._j,__,.,..eil ESNS MR.•a g' ce MAer 0Vc ., .E.f :: a , I I I 4 ',I - • • 1--, \ , ,, , •-:,-- 3.421 99 12•CONC E . rig;RrP.6' !I fis gaa3•19C f I 2 II s ;a,i I '; 'I / lf= AS I I, 1 is .... f• ‘‘ , ill, , ' . 0 AO 40 a3 , Lii I 1.1 --- -'\ ... i ' I L ( • -J I i -I---4 L _‘, 1_ .4m m m \----' 1 • I-7-72=L'-='" DM'15.\a.. DRAWPOE MARIO°CALE ''. A 1: III 1 I — — ,--V•11 I, • Nt o I •5 1; g , Li ! ; 1 : > . ,4. i .. , ..---L:=-: _.= ;. < LI. I i < 1 tit -—--7 ' ';'' 6195,1.ELENANI 17 ;it I I ‘a I I:: I I 0..-1 . .,, , • . k 6 , 1 ' a 1 1 I . ,e,iil -1 ,I i, : ——— _ ., , ,,c oc... , , , ,`,g;1',t, - ; ' • . ;. 1 7 N ens'rer to isa. " '7'"...2-.••• I-- --.71-___,j,I , .'''r. falotE0 . I i_I II r I SOT -1 I.11 11.1:r !......fROP COO I ARP9R] r97- 97';',''''D) I l, ., ,... a'l P' 1 -f ', , v 1 •vc.,.. -,, . lt 9E69923ln .I a k . ,, ,o ar.916 Of 12•CSP 3 9 91 6.913 19'MP 9 aNOC.°6 ID' , - i- ---‘-', i re LIJ 11 .` 1 ' . , :::;t'v'v'.';5;t ::...; ____I, , :1--'n , ;,I a I i " I CC li .-- ; , -61 ..1 ....„ 1 A .- ,i_. __ __ _k::1'''7:1 ; ; APPRO3319.6 ECOADOX OF CS i SANDIARY OMR MANHOLE IV lEil IV PER ON OE RENTON 3963 7,..,=2,... 0 I 4:2.".'f,9••,...; NO I,.KENN SS °;;;° r - -R I ;, C3.4. ro"».7;',...t...t..0 1•61.0 WENDY i 11) 1 .:,..,..1 PORTABLE „;;;;,,...- --)a ;I • .p FE,,,, ' 1116 I =Ili i 8 ,----- I. — mi-.k ..= . -- re—rerraloala,A:4 . . . ... k- 1—T:.-27•''' - I,. tr.w/TR 6.39E3 , A i ,. ,\ -__........L ,,, i af961r;910.19;la 3 =1'AI v- ' • . ..., 8 • - - ,)' _ ‘ ..._ ..,,,... 6 Ott.410•0 le- , 1 1 DOSTING ROADWAY --......- iiiiiaZatiEi=2 PROPOSED P°ADRAY - - ,....-. '----. -----L ,!.14. - --—— 1- , ,. , 99-43 PROJECT NO ' g ‘ •1;--;-;;;I 1 I * '\\:,,,... ....4 IS JOC ,‘, . /„:Pc1::=7:3:r 4-1 —.... .,' ''' —•••—PROPOSED WADER i a LS1 ' ', c a. 1' 00SOP.SEE W/GALE VALK ...\•,: a'... \ , DRAWN NV PROPOSED,...)F,7E..14.11171T 17. .„. , _: , * \ . k ' \ ‘., '''''1' ' \ ., 39 •101 VIPC A : 7-.1 'N 09-01-09_ ISSUE DATE 3 ... ,.1.,' \ PROPOSED.1/TART SEVER /I 1 \ 'I flil.F.-LIT:11.7k. H ,' 1 f *,/:--,-, t$\ _ii..___PROPOSED SWIM',SEVER SHEET RENSION ',, '‘, r267:ir WANNOLE WIN FLOW ARROW I I , , • I PROPOSED STOW SERER i , Il ig it _ \\_\N I 00•SPED.DWG ® .5 , 1 -',——----: ——- 1•i I ---..._PROPOSED STORY SCHER 09 (rd.(0 W/FLOW ARROW I 1 \ ; '1. - - PROPOSED STORY EASWENT / 8.14-1,-*Af-VAT,'r -------r/----------- 126- , ° E C.-. . PROPOSED DONT POLE Jo 2 : ,sr--------7 an I ,o ' PACIFIC ENGINEERING DESIGN INC. . , CIVIL ENGINEERING AND PLANNING CONSULTANTS I i POR NE 1/4, SW 1/4, SEC. 3, TWP 23 N, RGE 5 E., W.M. Fy tSl; ,i, NO TREE CUTITNG/LAND CLEARING MILL BE PERMITTED UNIX.HE PRELIMINARY RAT HAS BEEN OVEN FINAL ,is G I, APPROVAL BY 1G CITY(RENTON MUNICIPAL ORDINANCE{-{-ITEM. �6 I'i1 �li�_�91' ‘�II I. �•I L i[4.... 15'STORM FOR DRAINAGE AMC- 'I-pi BEE HO AlOFrTREES TN BE �P a0D•--� - -—woo, N ETYB FF- - -•-- - N � s000 �.. Anrn 4 �[ ''�i�� �I 17 16 uli77cc R \0 IyJ I E'h71 ; _ . -I I gyp/ I CpxRr I* Y2 68 TREES TO BE SAVED W o ��jl : sal V Ell KI I $ R N1 YL_�SO_.N PAD'I926 BEES SHOW SOLO ARE TREES I • •N TWAT MAY BE ABLE TO BE SAYE. III - I - - I K' I$ O.TF,A1 it. DRAINAGEES4i BASED EN PRELIMINARY GRADING 1 �jJ 3F I ALL OTHER TREES ARE TO BE REMOVED. Q , •F I I S. 1,- L O. I•..•ACCESS I�-_ �T� _*.. ADEPENDGCTUAL EON CONSTRUCROV ES SAVED MAY VARY _ 1 • }III 1 CONSTRAINTS NOT lET SNOWY \1 I r 1 - P.xo- r6Y 2 # T. ,F "'Lb.- • • 'E�T Big TI 1 1 `\ 1 e I i _ , ir.? ` 'D7 r N PAC' ��proms 3 rx, 1= III 2 00 1 _ _ Y).R9' Pr. �� I I I^�J �F 77 e n I' �, WPM :.Y�i R .. • •__- 1 T.7•r `v.; PAD ELEVATIONS SHORN ARE PRELIMINARY !F w 1 ��"" 4p +1� �31 1 i.J u—�• � ipiorgy,? , ehH A,` 3 e L .I8 ,`�," '.e (OCT50 PROPERTY DRE-'\ P' DI 'f' PAD-wail, I I. BEFORE DEDICATOR r Yz 2)21 - A ' ®fig ' ,C i 12[)Y ; " COST F'pP MALE -T Bwy �Fia Ip a II I 1� p 13 t11 , . sA 1 1 i 2 1 3._ RAo- `,4 era'C AnAo-422, i,,, TR 11� ;, =2a)J A EXIST FS awu DRAINAGE nl - .,1 -- EMIT MIOswALY ? u d x PFDY NEO PROPERTY Jf 'm ir` t rig PAD-42a0 $ 8 L p '�: ' a TER DEDICATOR �eNL� i PAD-4T25 I hI ° \. lkill 4 8500' _ \\ I. Jam... •Y �__ " _—IYO TJ I ZPI 11 Q „ ` t PAD-48A31 PAD-4T30L i U (L m i $1 n� lol 7 ;L „«F o. l g N 87'35'9 w z a00' A _I,�- e� 4 do- {• $ 3�i1 M H O ',,.Ce s e • '+zazt? i i I 4 t R:.. P ,IIJ I fr/f ,,1 - w I Ill Q; w \ INTAKE I R xl nl:9a:!� ,irxeR , II . lac - citr, 0 !� I— --- r— �,� -f=--_ /I�,k — \ AL_- I P. -.." ,a r ' / LEGEND c AI.E-..--7 gi1- _.sI� _,�I I\o i 1 I EXISTWG ROADWAY CO J T- `AIY�_ __ I 4 p 1 -1=7-1 _=-t1 1 ''(((///I�' I i / • I 1 PROPOSED ROADWAY '• - — __ L R. �J/`. I` �,H I F PROPOSED SOEWALN 9♦-43 _� . /f[/}/' '\ -.::T.,:.os es IA ca .- _...—... PRo T NO a L — TEE 9/GA I �_ '� `�\A , �, - PROP. W/GATE VALVE OHM • I. �I • PROPOSED FIRE HroRANr OP..w. Y �j , II # '\\ I� P 39 a Wtroosm nos'B[ND 0o-OI-0Oa 1 # \ "1' —il———FRaADSED SANIrARrYIIER ISSU AII i \ \ u MAWIOOLE NIiN Aow SHEET REVISION J PROPOSED STORM SERER •' ___ Nrr ��""� I V __ _ -A� ■ PROPOSED NORM SENSE ce DRAWN DWG JC,OLPtL 1 � Q 11 r I� OWE/)w/n0w ARROW _ T I,I PROPOSED STORM EASYENi Y __-_— _- I � --A26 \ ^''' O PROPOSED LIGHT POLE _p) '-- PACIFIC ENGINEERING DESIGN INC. ; CIVIL ENGINEERING AN I PLANNING CONSULTANTS //i ff E.) . cxsrt t .'''7 yk .!cf.. '1' 013'4.` ds r . . Y " ilI!g A S TIL1EI :, n$ 'I tiS.E. 100TH pi. r4tft �n � NE 23R0 ST. ki '._ NEi I . � W �Akg[ • .�yx aR �.,L �S'�pm r ..% d j IC.,I V v x Of t . a NE 22ND:PL : w Y ?�h.V } LSD *g� Y a 2 ST �,I S ,DD�' e I-, E .,. r ,. a 4 fs NE "+s•� a 9 GRAPHIC SCALE k' 2 �BA4 DMA L TI iR � t Dywv o se � �; VI .�i L _ NE 21YT p1. II ="' -- `4 , — �y (� r� J �,; � I P MT I 5 Y 4 py Q •� Ii .`� l 1,e a x, I W.PO R. fI� F*-ors_ W �Y' Efoi + I '�{�.xry��■!1 '� OlE 20TH S _ 't NE 19TH . I'l _ ' d .•D ' r 1., p SiST r x, o • 'I. Szi - �� P e • 1 41, Rv o 11, I F -z, I 1`nx1;�`� `. 1 • '� is = h 1"— zoo' NE \=tU ' ,. Mf.4 5i a 4E. 14131 yes.. JO• SEPH T e '<_' nu L �L 0 per I�. gr^ �>< F'3'IVfAR NLL I N E�ISTH PL 'l. i 1� .• I le W ?s•v`r I ' o [ @+C 8 0 Q 8�A D .v . V N d ,.r"w r I!!1 34." 'r �- �` '�t ar-� ,v-._,9,. _ .„S NE I H }w'a IZ.,.,,,,., . : ti9 TR CTS ii e, ",» F. F�, ;� sl s. 1 U ��--.�y�CI�� a SE 107T" PL 4 3 s r,5c ! I a - •'Tqi�ISsrAOY(,µ.ap}1Er .l ' i i2'l z . , `` . a 2 _ yy — 1 :I f� o r—fi is ` e r V IEI�1 trn L E 1i1 11 IfI ...g9F f jq',=--- IFT1i3 g .l0— .,3 Ij ' .=9 .. I. .cy,N.� PROJECT NO —a --,.r ,,,,li � . Honey Dew A0G s ,� — MDNK IN a DRAW . 9� • `e.t` / a sly — �D* BY 09 019 1. UE DATE COPYRIGHT 1999©KROLL MAP CO. 2232 SHEET REVISION _p) ii:1 PACIFIC ENGINEERING DESIGN INC. r CIVIL ENGINEERING ANC) PLANNING CONSULTANTS UUfyU1-ULju-U7 IEONG SAU MAN 705444 C/0 AU NAI TONG TONY PO BOX 2137 RENTON WA 98056 807903-0300-03 XIENG PHANNA K E BATHOU 380498 4904 NE 19TH CT RENTON WA 98059 807903-0310-01 HEATON LYLE E MARYANN 250151 4902 NE 19TH CT RENTON WA 98059 Iv'4l�v-ULJU Uc TAM FANNY S + LILLY S 219999 4615 NE 2IST PL RENTON WA 98059 104130-0110-00 LALL NEIL M 949999 4619 21ST PL NE RENTON WA 98059 104130-0120-08 PRIESTLEY GREGORY V+KIM E 479999 4621 NE 21ST PL RENTON WA 98059 R##########*##$###$### 0*#################1 COMMENTS 11), BY I Zs 032305-9008-08 THAI CHAU KHANH 979999 10403 CORNELL AVE S SEATTLE WA 98178 032305-9104-01 SNODGRASS GRACE 645198 4922 NE 20TH PL PENTON WA 98056 032305-9162-00 GULLICKSON HERBERT L JR 409999 4830 NE 20TH PL RENTON WA 98059 032305-9211-01 SNODGRASS GRACE 730674 4922 NE 20TH PL RENTON WA 98056 032305-9212-00 HAMASAKI STEVEN+ANITA 749999 2550 DUPORTAIL 0R103 RICHLAND WA 99352 032305-9244-02 MIDGETT ROBERT L JR 790514 MIDGETT MARJGRIE E 17012 105TH SE RENTON WA 98055 032305-9252-01 KING COUNTY 531707 500 K C ADMIP BLDG SEATTLE WA 98104 104130-0010-01 PHAN TRI MINH+DIEP THI-NG0C409999 2109 BREMERTCN AVE NE RENTON WA 98059 104130-0020-09 NGUYEN THANH V+TAMI Y CHIN 919999 2103 BREMERTCN AVE NF RENTON WA 98059 IU4i9U-U1.5U-Ub BERGAMO BEN ANTHONY 429999 4630 NE 2IST PLACE RENTON WA 98059 104130-0140-04 SOMMERDORF JANET+ 109999 12505 SE 75TH PL RENTON WA 98055 522650-0240-06 RESNICK JUDITH M 7N9999 4625 NE 18TH ST RENTON WA 98059 522650-0270-09 HAO LAM V+LISA N HUYNH 875010 1818 CHELAN PL NE RENTON WA 98059 522650-0280-07 MENG SYAN-CHYEA 464397 1808 CHELAN PL NE RENTON WA 98059 522650-0290-05 TRACY J TODD+DEBORAH C 619999 1815 CHELAN PL NE RENTON WA 98056 522650-0300-03 NIGRO JOHN J+PATSY LEE 789999 4616 NE 18TH ST RENTON WA 98059 807900-0010-07 MCNAIR HUGH N+MIRIAM H 242041 4701 NE 21ST ST RENTON WA 98059 807900-0020-05 GRIMSLEY KAREN 409999 4803 NE 21ST ST RENTON WA 98059 R07900-0030-03 THOMAS KAPENDA J+ALEMU E1SE879999 4805 NE 21ST ST RENTON WA 98059 807900-0040-01 MOINZADEH KAMYAR 759999 4807 NE 21ST ST RENTON WA 98059 ouryuv-uvov-vo WONG KIN YIP& 912543 WONG JEANNE CHIU KUEN 4811 NE 21ST ST RENTON WA 98056 807900-0070-04 WILSON JAMES R 6 RUBY J 8N0407 2033 FIELD AVE NE RENTON WA 98056 807900-0080-02 KAUZLARICH THOMAS L+MARSHA 879999 2029 FIELD AVE NE RENTON WA 98059 807900-0090-00 BEALS STEVEN T ET AL 709999 2025 FIELD AVE NE RENTON WA 98059 807900-0100-08 BEHRENDS DENNIS A+SHIRLEY M8N9999 2024 FIELD AVE NE RENTON WA 98056 007900-0110-06 COLLINS NATHANIEL 839999 2028 FIELD AVE NE RENTON WA 98056 807900-0120-04 FRIESEN JAMES D+CONNIE J 889999 2030 FIELD AVE NE RENTON WA 98059 807900-0130-02 WINKLEMAN JAMES A+CHRISTINE109999 4909 NE 2IST ST RENTON WA 98059 807900-0310-04 DELANCY JUDY W+WILSON 939999 2212 ELMA AVE NE RENTON WA 98059 007903-0090-07 WOODRUFF ALAN+GAYLE 170384 1839 FIELD PL NE RENTON WA 98059 807903-0180-08 ANDERSON ROBERT R 202511 1902 FIELD AVE NE RENTON WA 98059 Pp- 99-I3/ Return Address: City Clerk's Office City of Renton 20010914000091 1055 South Grad WayCITY OF RENTON BS 9.00 Y PAGE 001 OF 002 Renton,WA 98055 09/14/2001 09:07 KING COUNTY, WA 516,T10-001 -04 BILL OF SALE Q 51-w Lei,a Property Tax Parcel Number: 5169-(O--DO 10 -09 Project File#: Street Intersection: Address: ch -131 1ct+v‘d DtttikU-P►VM t\I Vt.614-Wow-'Pt.)JPu-ANE Ne Reference Number(s)of Documents assigned or released:Additional reference numbers are on page Grantor(s): Grantee(s): 1.BR-I- R-e. -IJCGC2 ,E 1\III' 1. City of Renton, a Municipal Corporation 2. The Grantor,as named above,for,and in consideration of mutual benefits,hereby grants,bargains,sells and delivers to the Grantee,as named above,the following described personal property: WATER SYSTEM: Length Size Type 5ii L.F.of g " c1, 62 pi Water Main .,— 135 L.F.of (a " Water Main cr., L.F.of Water Main 0 o ' '3 each of 8 " Gate Valves © 2. each of Co " Gate Valves o i v $9/ :25 each of Fire Hydrant Assemblies SANITARY SEWER SYSTEM: Length Size Type 01 Ell L.F.of 8 " pu C Sewer Main o (p 2.A L.F.of Co " P vG Sewer Main r L.F.of ll Sewer Main • 0 3 each of •41B " Diameter Manholes i each of ra•1 " Diameter Manholes each of " Diameter Manholes STORM DRAINAGE SYSTEM: Length Size Type `100 L.F.of t2. " M299-5 Storm Line Lj O0 L.F.of 6 " -P\!G Storm Line L.F.of Storm Line each of " Storm Inlet/Outlet Cl each of 18 X 2.04 " ipZ4 LF6. Storm Catch Basin Z. each of 5A " p Manhole STREET IMPROVEMENTS: (Including Curb,Gutter,Sidewalk,Asphalt Pavement) Curb,Gutter,Sidewalk 1228 L.F. Asphalt Pavement: 2.g 32. SY or (aqs L.F.of 31• 'a Width STREET LIGHTING: 3 23 10 . 0 #of Poles 6 By this conveyance,Grantor will warrant and defend the sale hereby made unto the Grantee against all and every person or persons,whomsoever,lawfully claiming or to claim the same. This conveyance shall bind the heirs,executors, administrators and assigns forever. ;;' .r'?!.?; Ti.;-(--d �1►e 4. H:\FILE.SYS\FRM\84HNDOUT\BILLSALE.DOC\MAB Page 1 Form 84 0001/bh IN WITNESS WHEREOF,I h , hereunto set my hand and seal the day and year as written below. %s :::7//Le/ebix../er t INDIVIDUAL FORM OFACKNOWLEDGMENT Notary Seal must be within box 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 for the uses and purposes mentioned in the instrument Notary Public in and for the State of Washington Notary(Print) My appointment expires: Dated: REPRESENTATIVE FORM OF ACKNOWLEDGMENT Notary Seal must be within box STATE OF WASHINGTON )ss COUNTY OF KING ) I certify that I know or have satisfactory evidence that a' signed this instrument,on oath cf c, stated that he/she/they was/were authorized to execute the instrument and c=> acknowledged it as the and of to be the free and voluntary act of such party/parties for the uses and purposes mentioned in the instrument. cal Notary Public in and for the State of Washington Notary(Print) © My appointment expires: Dated: CORPORATE FORM OF ACKNOWLEDGMENT Notary Wit ' box. STATE OF WASHINGTON )ss COUNTY OF KING ) Q 0 On this /5 f day of AA y U <l, ,before me personally appeared 7 e r r, // L, J ✓<7 r/ >°r f to me known to lir be o r es/4 e 4 of the corporation that executed the within instrument,and acknowledge the said instrument to be the free and voluntary act and deed of said corporation,for the uses and purposes therein 451 Z mentioned,and each on oath stated that he/she was authorized to execute said _ ins ment and that the seal affixed is the corporate sealal of said corporation. t_ • (L_ /J J Notary Pu is in and fo the State o Washingtr /1 Notary(P nt) p r /7 E4 !� G k ( P v '' My appointment expires: / S`•/L , � S — i Dated: $• / . O / • Page 2 - _ CITY 40' RENTON Board of Public Works Jesse Tanner,Mayor July 11, 2001 BRIERE ENTERPRISES William and Terri Briere 1944 Duvall Ave. N.E. Renton WA 98059 SUBJECT: DEFERRAL REQUEST - BRIERE CREEK PLAT, LUA 99-131 1944-2000 DUVALL AVE. N.E., RENTON WA 98059 Dear Mr. and Mrs. Briere: The Board of Public Works met today to consider your request for a deferral (waiver) for the installation of two (2) streetlight poles on Duvall Ave. N.E. Following a brief discussion, the Board granted your request as presented. The poles and fixtures will be installed when Puget Sound Energy relocates the power supply to underground. If you have any questions concerning this action, please contact Paul Lumbert, Board Coordinator, at (425) 430-7304. Sincerely, , ' ,-4t Mickie Flanagan, R;4))4---- ding Secretary cc: Board Members LUA 99-131 File Paul Lumbert rk 4 6/- 6 ZAP into' 1901 2001 1033c1 ou!h\` ready Way - Renton, Washington 98055 - (425) 430-7204 / FAX (425) 430-7241 ti .. et)tetio L� This paper contains 50%recycled material,30%post consumer N ' a_::. T O � CIT. JF REN N Planning/Building/Public Works Department Jesse Tanner,Mayor Gregg Zimmerman P.E.,Administrator May 25, 2000 Joanne Remien Department of Natural Resources P.O. Box 68 Enumclaw, WA 98022 Subject: Briere Creek Preliminary Plat File No. LUA-99-131, PP, ECF Dear Ms. Remien: The purpose of this letter is to formally waive the 14-day waiting period for the issuance of a Forest Practices Permit from the Washington State Department of Natural Resources. The above referenced project obtained Preliminary Plat approval from the Renton City Council on January 24, 2000, subject to six conditions. The applicant will be required to comply with these conditions prior to the recording of the plat. Therefore, the City has no objection to the waiver of the required waiting period in order to initiate the installation of required improvements. If you have any questions, please contact me at (425) 430-7270. Sincerely, esley Nishihi ii)71 Project Manager C: Lou Larson, applicant 1055 South Grady Way-Renton, Washington 98055 t.y tb -� CIT OF RENTON t Planning/Building/Public Works Department Jesse Tanner,Mayor Gregg Zimmerman P.E.,Administrator CITY CLERK(2) giTY OF RENTON MAY 0-2 2000 May 1, 2000 RECEIVED giTv CLERK'S.OFFICE SUBJECT: PLATS RECENTLY ADDRESSED: TO WHOM IT MAY CONCERN: Please note the following new addresses assigned to recently approved preliminary plats, final plats and short plats in the City of Renton. You should add these addresses to your databases. Attached new preliminary plats and short plats: Briere Creek Preliminary Plat PP-q41- 131 Briere Preliminary Plat ?1'-Si-003 Candlewood Short Plat S4iP-oo-o31 Chow Short Plat SNP- gq-o11 gg,I�1 City View Short Plat SHIP-q$- 113 Clover Creek/Labrador Preliminary Plat PP- Conrad Short Plat Elizabeth Place Preliminary Plat PP-q1-ISO Ernst Preliminary Plat PP-619-146 Harrington Square Short Plat 132 S ft 145Honey Creek Heights II Short Plat Keith Short Plat SHP- Kirkland Court Final Plat EP-VI-152 Manson Short Plat 5+1P-9g-it% PP-cm-pL/Maplewood Estates Prelim Plat Miller Short Plat SNP- 9a-oV7 SW 4th Place Short Plat S+IP-`1'-04I Talbor Ridge Final Plat FP- q9 -ii25 Teri Short Plat S+IP-q9- Ig3 Wells Preliminary Plat fp_gq- ogi.{ Sincerely, Jan Conklin Development Services Representative Development Services Division Telephone: 425-430-7276 1#1 :utilltr • • 1055 South Grady Way Renton,Washington 98055 y ®This paper contains 50%recycled material,20%post consumer ..i „BR A efe.. e. ,ee . %• p6ef,/ • MA,[.. ►eua Ia 0.1aY 6001t Ia a St1RK1'S,PACE 2Sq RECORDS OT IONLC•pMry -�[aw J • I. MAOM (423)22a >o W L-29a' I TOTAL LOT AREA 134.297 ASNWG70N.BEWD A SNORT PUT OT A PORDON OT TRACT 2. R (((yyy TOTAL R/lY AREA 26,079 .1DSEPN P.YARSNALL VOLUN SE Of YIC TO INE PUi �2� �' TOTAL RACE ROADWAY.16.079 THEREOF.RECOROCD N YLM.W[SE Of PUTS. PACE X. a ,' Rul ELEV- 42196 RECORDS Of KING COUNTY,WASRNOTON. Inn IE-A2J.66 6•CONC.W PT PALOMAR?PLAT YAP P2 OOYPOSITE UTILITY PLAN I Lid �L PJ TREE CUTIWC/LINO CLEARING PLAN \ •J CB FOR LOCA710N5 a MICR,WATER AND STORY P{ NE/giBOR/IOOD OCTAL YAP RIM ELEV- 426.43 1E-a2J.77 6'CONC.E �1 DRAINAGE SEE SHEET P-2 �^ .. 1 'I IE-423.46 12-CONC.S m^ R-.17.1' b 0 20 40 ! y •. •. H r�, EXIST. PRIVATE ROAD 15'STORM DRAINAGE IC C417. v) • f/ W R:t ESUT FOR BIOSWALE t4 / i''. -W Gi�YEI RAAp.P^ P P�-P P _ 0 l�v SC 1 1 il _.60.00• 1 PPP.��t �.- -- -- �-s,\- ?�N-6776t13=W-4B8.66'- w !�•,��w-,Ip 50.00' \50.00' SO.OQ' _ Y;r ---,11 .L.1. ,'1----11I'�� -" 1 r--� I __L • I�� _�70,67�,e__ / it; L 18 I1116.J6�q./.11I 116 I'I 15\ I ' ' ' I I 1ih I �/ �1 I • -.IS.r � IN /89 aq.lt. 1111 1 115.966 sq.lt.l 115.654 sq_lt.I I 4 �J�I 13! I I �s� yE. Y CONC. .N I:.s iv �� HOUSE �'r� 4 i 7.1 1 5.5�9 aq.f(r I 6.504 shit. II ,�/---1r'-•12.coNc Cf» �' �� 4p_ h I 1 .41 I I I IL /.,�15.29ra �/MJ� �\�1 e. ] .3� I �,� \ y, �,11 11 1 evalio LI I I 1 �L- 7°-1/T°1�, ,jI �v `. ,`I� \1. F.. 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' I .OJ6 lSq./t.111 i I I I r' 15'STORM AMAGE t r' - - 22.' _ \ 1 �' L__ A. \L III 1 ESIAT FOR B SWALE • • '8 I O\ 27.24 - - . -I 1 it t c'i� t y _ -1 73'� � Atp al -•1 w r o. I. 118 It '" T is- e4+, u +p► -/ I }1=„, =NU•, RY/ LEv-42!.66 6.49 I _1 I 1 1 P �._l' I�\ -- -•L.f IE-k1.46 12Y:P N.W 1 1` I I I Ie I\ 4 ; 1 16' 16tp ,� j \ r I l • f. •ti IE-►x1.26 12'csP s I 1 I 5,570 sq.1t 1� a,e,:r /1 Q109 \ 1 1$ ' -'r IE- 22.a6 6'PVC E I 2 III 3�-1 ' ' \ �;i of,„ 1 LA�/6,041 aq•N. / i' !o \ r _>r4•:+a I 1 I •7 7t4 aq.rt.1 117,972 aµk. ��1 93.b0 \-' 'ie` ` \ ! 111 ! f [)'"s I9.794 s ft. �_r'-!I L�1_ `--' \I., 2?" �• L--- • L•�*L I q• j irJ y, Ii• I _- _i`I'- -_.T„! . EXIST. 15' •8I ORA1NACE Za/ 1WESMTF• BIOSWA 14'� I ^ I 11 (: ' \ r •. it tIJ t • I � ' $' I \$ ' ,8 2'wi 8 Ili \b c L s[/j; ;'4 I I r I I SHOP PA 4 I . I I 4.749 sq.lt. \v, - o I Q r 1 �Q r ' I I I I _ \ I \ ,�„ h 6.0J6 aq.11. 1 1 [ j, I II I' - s--s--_ q7i.�• .: 1--- i1n I fR A J 4 1 . 111 1 I 1 ' r----: °T IzarJ_-;=i tl 2 J .,,i�r (EX. HOUSE) . 1 I 1 L L I I + I .141111 �- - To REUAIN `•1 L\ IIg I 1�. :E-FERCL 1 I • 'JI�I- srefPtiR j, I 4.749 M. n. , j � d$ rND. 1/Y (1i ' /-REfIAR I.6S•N. 111 1v • /4J.05' 50.00' J I 1 I 6�OJ6 sQ.l� /- r. 4.99' 25.01' L--95.00_--I ', 25' '25',' _ ,.1 _ �+1 1 i By 1.46'E. �, a N 87 75'19- W 218 04f / + +• N 87 75'18' W'290.76' _ L ./ -_I.r 1/ 1-'-__ C�. 1 f(NO'CORNIR / \ '.I - I 1 1 ' �I I ! •(U J; Sj a �. �-MONO 1!i MBAR: t 1 \ 1 r I ! (.1 tor w)a 'e/ IAc(fwLflil;^TLn) 1' 1 � (n 1 ,1 PA:..CON.��C �- ........ CI •7a1 • �I,,. i. I I�� I I 1 1'• \ 1\- . , 1 t$ CITA )F RENTON aL 4 . City Clerk Jesse Tanner,Mayor Marilyn J.Petersen January 25, 2000 Mr. Lou Larsen 4800 S. 188th #360 Seattle, WA 98188 Re: Briere Creek Preliminary Plat File No. PP-99-131 Dear Mr. Larsen: At the regular Council meeting of January 24, 2000, the Renton City Council approved the referenced preliminary plat subject to the conditions outlined in the hearing examiner's recommendation, dated December 16, 1999. 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, :ter Dkvail Marilyn J rtGisen City Clerk/Cable Manager cc: Mayor Jesse Tanner Council President Randy Corman Leslie Nishihira, 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 January 24, 2000 Renton City Council Minutes Page 23 these are indeed inadequate, the City should review its parking standards for religious facilities of this size. Community Services MOVED BY NELSON, SECONDED BY SCHLITZER, COUNCIL SUSPEND Committee ITS RULES AND ADVANCE TO THE COMMUNITY SERVICES Parks: Jail and Basement COMMITTEE REPORT ON THE JAIL AND BASEMENT DEMOLITION Demolition at 200 Mill Ave S AT 200 MILL AVE. S. CARRIED. Community Services Committee Chair Nelson presented a report recommending that Council authorize the Mayor and City Clerk to award a contract to demolish the former jail and police area in the 200 Mill Ave. S. building. This demolition will bring the ground floor to a"core and shell" condition in preparation for leasing activities. MOVED BY NELSON, SECONDED BY CORMAN, COUNCIL CONCUR ON THE COMMITTEE REPORT. CARRIED. CONSENT AGENDA Items on the consent agenda are adopted by one motion which follows the listing. City Clerk: Quarterly Contract City Clerk submitted Quarterly Contract List for October 1 through December List, 10/99 to 12/99 31, 1999; 65 agreements totaling $1,679,158.80. Information. CAG: 99-167, Demolition of City Clerk reported bid opening on 1/20/2000 for CAG-99-167, Demolition of the Jail and Basement(Former the Jail and Basement of the former city hall building located at 200 Mill Ave. City Hall), Wyndham Design S.; ten bids; project estimate $100,000; and submitted staff recommendation to award the contract to the low bidder, Wyndham Design, Inc., in the amount of $58,644.00. Council concur. CRT: 2000-01, Sign-O-Lite Court Case filed on behalf of Sign-O-Lite Signs alleging negligence in Signs v Renton connection with the City's approval and issuance of electrical, sign and building permits for a monument and pole sign for Solomon's Used Cars, when the sign was not allowed under City Code at the time. Refer to City Attorney and Insurance Services. Plat: La Colina, Final,NE 3rd Development Services Division recommended approval, with condition, of the St/Edmonds Ave NE (FP-00-) La Colina Final Plat; 138 single family lots on 45.37 acres in the vicinity of NE 3rd St. and Edmonds Ave.NE. Council concur. (See page 26 for resolution.) Comprehensive Plan: 2000 Economic Development,Neighborhoods and Strategic Planning Department Amendments submitted proposed 2000 Comprehensive Plan amendments. Refer to the Planning Commission and the Planning& Development Committee. Planning: Centers Residential Economic Development,Neighborhoods and Strategic Planning Department Demonstration District recommended discussion of the Centers Residential Demonstration District Overlay Regulations Overlay regulations, adopted by Council in April, 1999. Refer to Planning& Development Committee. EDNSP: Renton Lodging Economic Development,Neighborhoods and Strategic Planning Department Industry's Promotion Plan, recommended approval of the Renton Lodging Industry's Promotion Plan and Renton Chamber of Commerce that$56,000 in hotel/motel tax funds be applied towards this project via a contract with the Renton Chamber of Commerce. Refer to Committee of the Whole. EDNSP: Hilands Shopping Economic Development,Neighborhoods and Strategic Planning Department Area Acquisition, AC-2000- recommended that the Administration be authorized to enter into an assignable option to purchase the Hilands Shopping Center property as part of phase one of the Highlands Sub-Area Redevelopment Plan. Council concur. Plat: Briere Creek, Hearing Examiner recommended approval, with conditions, of the Briere Creek Prelirriffiry7fIGO Block of Preliminary Plat; 18 single family homes on 3.6 acres in the 1900 block of January 24,2000 Renton City Council Minutes Page 24 Duvall Ave NE (PP-99- Duvall Ave. NE. Council concur. EDNSP: I-405/NE 44th St Planning/Building/Public Works Department recommended that the review and Interchange Project, Early approval of professional services contracts for the early action items for Phase I Action Items for Phase I of the I-405/NE 44th St. Interchange project be expedited and that the price cap for annual consultant roster contracts for these early action items be increased from $100,000 to $250,000. Refer to Transportation Committee. Public Works: Cedar River Surface Water Utility Division recommended approval of an agreement in the Salmonid Monitoring, amount of$49,449 with the United States Fish and Wildlife Service for Agreement with USFW monitoring of Cedar River salmonid. Council concur. (See page 26 for resolution.) Streets: S 47th St ROW Technical Services Division recommended acceptance of a deed of dedication Dedication (Talbot Ridge Plat) from the State of Washington for right-of-way on S. 47th St. to access the Talbot Ridge plat. Council concur. Transportation: Port Quendall Transportation Systems Division requested approval of a consultant services Project Consultant Contract, contract in the estimated amount of$40,000 with Hank Peters, P.E.,to provide Hank Peters advice on achieving the City's goal of securing the Port Quendall project. Council concur. Airport: JobMasters Lease Transportation Systems Division reported request from Clayton Scott, a (Request for 30-Yr Extension) leaseholder of property at the Renton Municipal Airport, to: construct a new hangar building; extend the current lease for a term of 30 years; and retain ownership and title to the existing hangar building which he constructed in 1973. Refer to Transportation(Aviation) Committee. (See page 25 for correspondence.) Transportation: South County Transportation Systems Division recommended approval of the South County Area Transportation Board Area Transportation Board agreement to continue transportation planning and Agreement coordination efforts with other South County jurisdictions and related regional agencies. Council concur. (See page 27 for resolution.) Transportation: Small Works Transportation Systems Division recommended extending the Small Works Roster(Extension to 6/2000) Roster for transportation engineering and planning consultants for six months to allow time for solicitation of consultants and evaluation of their submittals. Council concur. Transportation: Renton Travel Transportation Systems Division requested approval of a supplemental Demand Model Update, RAO agreement with RAO Associates to complete three additional tasks as part of Associates the consultant's work on the Renton Travel Demand Model Update (total agreement amount$58,600). Council concur. Public Works: Annual Roster Utility Systems Division requested approval of the annual roster of consultants of Consultants, 2000 chosen to provide services for the division in 2000. Council concur. Water Utility: Annual Water Utility Division requested extending the annual consultant contract Consultant Shortlist, shortlist for telemetry and SCADA systems for two years to July,2001. Telemetry and SCADA Council concur. Systems(to 7/2001) CAG: 99-103,Mt Olivet Water Utility Division submitted CAG-99-103, Mt. Olivet Reservoir Exterior Reservoir Exterior Recoating, Recoating and Interior Cathodic Protection project; and recommended approval Jones Painting Inc of the project, authorization for final pay estimate in the amount of$1,156.52, commencement of 60-day lien period, and release of retained amount of $2,265.20 to Jones Painting, Inc., contractor, if all required releases are obtained. Council concur. MOVED BY CORMAN, SECONDED BY NELSON, COUNCIL APPROVE CITY OF RENTON COUNCIL AGENDA BILL Al #: 1(). 1. SUBMITTING DATA: FOR AGENDA OF: Dept/Div/Board.. HEARING EXAMINER Staff contact... Fred J. Kaufman, ext. 6515 AGENDA STATUS: Consent XX SUBJECT: Public Hearing.. Briere Creek Preliminary Plat Correspondence.. File No. LUA99-131,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 Briere Creek Preliminary Plat was published on December 16, 1999. There were no requests for reconsideration and the appeal period ended on January 3, 2000. The Examiner recommends approval of the proposed preliminary plat, subject to the conditions outlined on page 5 of the Examiner's Report and Recommendation. This office notes that the conditions placed on this project are to be met at later stages of the platting process. STAFF RECOMMENDATION: Staff recommends approval of the Briere Creek Preliminary Plat. December 16, 1999 OFFICE OF THE HEARING EXAMINER CITY OF RENTON REPORT AND DECISION APPLICANT: William and Terri Briere Briere Creek Preliminary Plat File No.: LUA-99-131,PP LOCATION: 1900 block of Duvall Avenue NE SUMMARY OF REQUEST: To subdivide 3.6 acres into 18 lots for single family homes SUMMARY OF ACTION: Development Services Recommendation: Approve with conditions DEVELOPMENT SERVICES REPORT: The Development Services Report was received by the Examiner on November 16, 1999. 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 November 23, 1999 hearing. The legal record is recorded on tape. The hearing opened on Tuesday,November 23, 1999,at 9:25 a.m. in the Council Chambers on the seventh floor of the Renton City Hall. Parties wishing to testify were affirmed by the Examiner. The following exhibits were entered into the record: Exhibit No. 1: Yellow file containing the original Exhibit No.2: Vicinity map application, proof of posting,proof of publication and other documentation pertinent to this request. Exhibit No. 3: Preliminary Plat Plan Exhibit No.4: Zoning map Exhibit No. 5: Circulation map The hearing opened with a presentation of the staff report by LESLIE NISHIHIRA,Project Manager, Development Services, City of Renton, 1055 S Grady Way,Renton,Washington 98055. The applicant requests preliminary plat approval to subdivide a 3.68 acre parcel into 18 lots for single family development. The site is located in northeast Renton,and is generally flat with brush and small to medium-sized trees. There are currently five existing structures on the site, including two residences which are proposed to remain on Lots 1 and 18. The three remaining structures are to be demolished. The proposal would result in 16 new single family homes. The abutting property to the south received preliminary approval for construction of 12 single family William and Terri Briere Briere Creek Preliminary Plat File No.: LUA-99-131,PP December 16, 1999 Page 2 lots as well as street improvements and right-of-way connections to the subject site. Construction permits for the installation of utilities and street improvements have been issued. The Environmental Review Committee(ERC)issued a Determination of Non-Significance-Mitigated(DNS- M)with three mitigation measures imposed which were for the payment of fire,traffic and parks mitigation fees. The Comprehensive Plan(CP)designation for this site is Residential Single Family. This proposal meets the policies and goals of the CP such as to protect and enhance single family residential areas, and promote small lot infill development. The site is zoned R-8,Residential-8 dwelling units per acre which allows for a density range of 5 to 8 dwelling units per acre. The proposal has a net density of 5.84 dwelling units per acre. The minimum lot size is 4,500 square feet, and the proposal ranges in size from 4,749 to 19,794 square feet. These lot sizes are compatible with other existing lots in the area. The proposed lots are in compliance with the City's subdivision regulations such as setbacks, lot width and lot arrangements. Access to the plat will be by way of an extension of NE 19th Street east from Duvall Avenue NE through the plat. The street would turn directly south and turn into Elma Avenue NE and connect to the dedicated roadway approved to the adjacent property to the south. This would create a looped roadway to Duvall. The public street is proposed to be a width of 50 feet right-of- way with 32 feet of pavement as well as curbs,gutters and sidewalks. Police and Fire Department staff have indicated there are sufficient resources to serve the proposed development. The Renton School District does not expect to be adversely impacted by the addition of approximately 7 new students as a result of this proposal. The storm water on this site sheet flows to the north and east. The surface water runoff is expected to be collected in a series of catch basins and conveyed through an underground pipe system to a detention vault located in the northeast corner of the site near Lots 10, 11 and 12. Water will then be treated by biofiltration within an onsite drainage easement before discharging into a natural drainage course. There are existing water and sanitary sewer systems to serve this proposal. Staff recommends approval of the preliminary plat, subject to the following conditions: (1)applicant shall comply with the mitigation measures imposed by the ERC;(2)applicant shall obtain demolition permits for each individual parcel containing an accessory structure requiring demolition for development of the site;(3) the plat plan shall be revised to clarify the access and utility easement and show that it is within the boundaries of Lot 12;(4)applicant shall provide a temporary turnaround if construction begins before the improvements to the Briere Preliminary Plat are completed; (5)applicant shall establish a homeowners association or maintenance agreement for the maintenance and repair of any common property or improvements. In addition, a 15 foot easement between Lots 8 and 9 shall be established for the benefit of the homeowners association for drainage facility maintenance purposes. Lou Larsen,4800 S 188th,#360, Seattle, Washington 98188,applicant representative herein,responded that the site drained to the north and east, and the overall basin eventually ends up going to the south into the greenbelt that is located on the east side of the site. From there it drains to a large regional detention facility that has been sized for inclusion of this particular drainage basin. The applicant also requested that the requirement for the drainage easement between Lots 8 and 9 be made flexible if necessary to move it between Lots 7 and 8. Arneta Henninger,Development Services Division,City of Renton, 1055 S Grady Way,Renton,Washington 98055,responded that in anticipation of the City taking over the detention systems, it is ensuring that they have access to them. The City wants to be able to reserve the right to gain access should there be a problem with the system. William and Terri Briere Briere Creek Preliminary Plat File No.: LUA-99-131,PP December 16, 1999 Page 3 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 9:50 a.m. FINDINGS, CONCLUSIONS &DECISION Having reviewed the record in this matter,the Examiner now makes and enters the following: FINDINGS: 1. The applicants, William and Terri Briere, filed a request for approval of an 18-lot single family plat. 2. The yellow file containing the staff report,the State Environmental Policy Act(SEPA)documentation and other pertinent materials was entered into the record as Exhibit#1. 3. The Environmental Review Committee(ERC),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 on the east side of Duvall Avenue NE directly east of NE 19th Street which will be extended into the site. 6. The parcel is approximately 3.68 acres. The parcel is approximately 518.80 feet deep(east to west)and 321.14 feet wide. 7. The subject site was annexed to the City with the adoption of Ordinance 2945 in July 1975. 8. The subject site received its zoning designation,R-8(Single Family; 8 unit/acre;minimum lot size- 4,500 square feet) in June 1993 with the passage of Ordinance 4404. 9. The map element of the Comprehensive Plan designates the area in which the subject site is located as suitable for the development of single family residential uses,but does not mandate such development without consideration of other policies of the Plan. 10. The parcel slopes downward approximately 25 percent at its eastern edge with the remaining areas relatively level with some gently sloping areas. 11. Two single family homes located along the western edge of the subject site will be retained on what will be Proposed Lots 1 and 18. Three accessory buildings will be demolished. 12. The applicant proposes developing 18 lots that range in size from approximately 4,749 square feet to 19,794 square feet. 13. NE 19th Street would be extended eastward from Duvall about two-thirds of the way into the site and then turn south where it would become Elma Avenue NE. Lots would be arrayed along both sides of this new public street. Proposed Lots 1 to 3 would be located on the south side of NE 19th. Proposed Lot 4 would be located at the southwest corner of 19th and Elma. Proposed Lots 5 and 6 would be located west of Elma. Proposed Lots 13 to 18 would be located north of 19th. Proposed Lots 10, 11 William and Terri Briere Briere Creek Preliminary Plat File No.: LUA-99-131,PP December 16, 1999 Page 4 and 12 would be interior parcels accessed off of a shared access. The remaining lots,Proposed Lots 7 to 9,would be located east of Elma. 14. In addition to creating the new 50 foot right-of-way through the site,the applicant will be dedicating right-of-way along Duvall and improving that roadway with curbs,gutters and sidewalks as well as a bicycle lane. 15. Immediately abutting the site on the south is a new preliminary plat that will provide a connection to the new extension of Elma Avenue. That plat(File No.LUA-99-003)was approved on April 8, 1999. If that plat does not install the Elma right-of-way south of the subject site,a turnaround for emergency equipment will be necessary. 16. The development of the site will yield a density of 5.84 lots per acre, between the 5 and 8 units per acre required by the Zoning Code. 17. Most of the lots are created at perpendicular angles to streets,but Lots 4, 10, 11 and 12 are affected by the curve where 19th turns south into Elma. The applicant proposed creating a separate access tract but staff noted this could create maintenance and legal issues and recommended it be melded with one of the adjacent lots. 18. The development of the subject site with 16 new homes will generate approximately 153 new vehicle trips per day or approximately 173 trips for the total of 18 homes. 19. Most of the wooded site will be cleared. The applicant may,depending on circumstances and health of the trees,retain some of the perimeter trees. 20. The development will generate approximately 8 students. These students will be assigned to schools in the Renton School District on a space available basis. 21. The subject site is located in Aquifer Protection Area 2. Storm water flows to the north and east generally. A collection system in Duvall may handle some runoff but the main flow will be collected and channeled to the east through an easement staff proposes between Lots 8 and 9. This easement will have to comply with staff requirements. CONCLUSIONS: 1. The proposed plat appears to serve the public use and interest. The plat will create an array of new lots easily served by available or reasonably extended public services. The road system will join with one proposed immediately to the south creating a looped,grid arrangement. 2. The proposed density of 5.84 meets code and planning requirements yet provides lots that in the main are clustered around 6,000 square feet rather than the bare minimum. 3. The development will not appreciably affect traffic conditions in this area,will not tax the school system,will increase the tax base of the City and will offset its impacts on roads, parks and emergency services by paying appropriate mitigation fees. 4. It appears that storm water will be appropriately conveyed by the system design. William and Terri Briere Briere Creek Preliminary Plat File No.: LUA-99-131,PP December 16, 1999 Page 5 5. In conclusion,the proposed plat will provide additional housing choices in an area with urban services and avoid sprawl into outlying areas. DECISION: The proposed Preliminary Plat is approved subject to the following conditions: 1. The applicant shall comply with the conditions imposed by the ERC. 2. The applicant shall obtain demolition permits for each individual parcel containing an accessory structure requiring demolition for the development of the site.The demolition permits need to be issued, inspected and finalized prior to the recording of the preliminary plat. 3. The plat plan shall be revised to include the access and utility easement within the boundaries of one or all of Lots 10, 11 and 12. This revision will be required prior to the issuance of construction permits for the subdivision. 4. The applicant shall provide a temporary turn-around pursuant to RMC 4-6-060G until the street improvements for the Briere Preliminary Plat(LUA99-003)are completed. 5. The applicant shall establish a homeowners association or maintenance agreement for the maintenance and repair of any common plat property or improvements.In addition, a 150-foot easement between Lots 8 and 9 shall be established for the benefit of the homeowners association for drainage facility maintenance purposes. The easement shall prohibit the construction of fences or rockeries in this location. The satisfaction of this requirement is subject to the review and approval of the Development Services Division prior to the recording of the preliminary plat. 6. The storm water easement or easements shall have to comply with staff requirements. ORDERED THIS 16th day of December, 1999. FRED J.KAUF AN HEARING E INER TRANSMITTED THIS 16th day of December, 1999 to the parties of record: Leslie Nishihira Lou Larsen Arneta Henninger 1055 S Grady Way 4800 S 188th,#360 1055 S Grady Way Renton,WA 98055 Seattle, WA 98188 Renton, WA 98055 William &Terri Briere Margaret Wyneken 1944 Duvall Avenue NE 4516 NE 21st Place Renton,WA 98059 Renton, WA 98059 William and Terri Briere Briere Creek Preliminary Plat File No.: LUA-99-131,PP December 16, 1999 Page 6 TRANSMITTED THIS 16th day of December, 1999 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.,January 3, 1999. Any aggrieved person feeling that the decision of the Examiner is ambiguous or based on erroneous procedure,errors of law or fact,error in judgment, or the discovery of new evidence which could not be reasonably available at the prior hearing may make a written request for a review by the Examiner within fourteen(14)days from the date of the Examiner's decision. This request shall set forth the specific ambiguities or errors discovered by such appellant, and the Examiner may, after review of the record,take further action as he deems proper. An appeal to the City Council is governed by Title IV, Chapter 8, Section 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. 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' CIVIL ENGINEERING AND : PLANNING CONSULTANTS PACIFIC ENGINEERING DESIGN INC. f LEGAL DESCRIPTION LOTS A AND B OF ROBERT E.PETET SHORT PLAT,RECORDED IN BOOK 115 OF SURVEYS, PAGE 269,RECORDS OF KING COUNTY,WASHINGTON. BEING A SHORT PLAT OF TRACT 1, JOSEPH P.MARSHALL TRACTS ACCORDING TO THE PLAT THEREOF,RECORDED IN VOLUME 38 OF PLATS,PAGE 30,RECORDS OF KING COUNTY,WASHGINGTON. ALL SITUATE IN THE SOUTHWEST QUARTER OF SECTION 3,TOWNSHIP 23 NORTH,RANGE 5 EAST,W.M.,CITY OF RENTON,KING COUNTY,WASHINGTON. 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.. Briere Creek Preliminary Plat Correspondence.. File No. LUA99-131,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 Briere Creek Preliminary Plat was published on December 16, 1999. There were no requests for reconsideration and the appeal period ended on January 3, 2000. The Examiner recommends approval of the proposed preliminary plat, subject to the conditions outlined on page 5 of the Examiner's Report and Recommendation. This office notes that the conditions placed on this project are to be met at later stages of the platting process. STAFF RECOMMENDATION: Staff recommends approval of the Briere Creek Preliminary Plat. ..p CIT OF RENTON ..u. Hearing Examiner Jesse Tanner,Mayor Fred J.Kaufman January 17, 2000 Mr. Lou Larsen Pacific Engineering Design, Inc. 4800 S 188th Street, #360 Seattle, WA 98188 Re: BRIERE CREEK PRELIMINARY PLAT FILE No. LUA-99-131,PP Dear Mr. Larsen: The Hearing Examiner's Report and Recommendation regarding the referenced request has not been appealed within the time period established by ordinance. Therefore, this matter is being submitted to the City Clerk this date for transmittal to the City Council for review. You will receive notification of final approval from the City Clerk, and will be notified of all action taken by the City Council upon approval of the request. Please feel free to contact this office if further assistance or information is required. Sincerely, Fred J. Kaufman Hearing Examiner FJK/mm cc: Leslie Nishihira Sandi Seeger,Development Services 1055 South Grady Way - Renton, Washington 98055 - (425)430-6515 TY...........................£noL.....•...1......,...mL.I ono,....d n..nm mnr .. CITY OF RENTON PLANNINGBUILDING/PUBLIC WORKS MEMORANDUM DATE: January 14, 2000 TO: Marilyn Moses FROM: Sonja J. FesserR SUBJECT: Briere Creek Preliminary Plat,LUA-99-131, PP Legal Description Review Bob Mac Onie and I have reviewed the above referenced preliminary plat legal description and have the following comments: The portion of the legal description that begins with "TOGETHER WITH" should be omitted from said legal description. The preliminary plat, proposes to resubdivide only Lots A and B of the Robert E. Petet Short Plat. The applicant owns the property described in the forementioned portion of the legal description (Lot 1 of the Fran Briere Short Plat), but it is not a part of the preliminary plat. We missed this error when we reviewed the preliminary plat application. As a rule, we require legal descriptions to include indexing information, in the form of the appropriate quarter section, section,township and range. In this case, the following should be noted at the bottom of said legal: All situate in the Southwest quarter of Section 3, Township 23 North, Range 5 East, W.M., City of Renton, King County, Washington. \\TS SERVER\SYS2\COMMON\H:\FILE.SYS\LND\10\0346\RV000107.DOC ® CITY OF RENTON val HEARING EXAMINER MEMORANDUM Date: January 3, 2000 To: Sonja Fesser RECEIVED From: Marilyn Moses JAN 0 2f'0 Re: Briere Creek Preliminar Plat CITY OF RENTON y UTILITY SYSTEMS LUA99-131,PP Would you please verify that the attached legal is correct before we send it on to City Council for approval. Thanks LEGAL DESCRIPTION LOTS A AND B OF ROBERT E. PETET SHORT PLAT, RECORDED IN BOOK 115 OF SURVEYS, PAGE 269, RECORDS OF KING COUNTY, WASHINGTON. BEING A SHORT PLAT OF TRACT 1, JOSEPH P. MARSHALL TRACTS ACCORDING TO THE PLAT THEREOF,RECORDED IN VOLUME 38 OF PLATS, PAGE 30, RECORDS OF KING COUNTY, WASHINGTON. TOGETHER WITH LOT 1 OF FRAN BRIERE SHORT PLAT RECORDED IN BOOK 48 OF SURVEYS, PAGE 250, RECORDS OF KING COUNTY, WASHINGTON. BEING A SHORT PLAT OF A PORTION OF TRACT 2, THEREOF, RECORDED IN -VOLUME �v3-8/�OF-FLATS, PAGE 30, RECORDS OF KING COUNTY, -WASHINGTON. 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 16th day of December ,1999, 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: 21 711(Q� SUBSCRIBED AND SWORN to before me this I L' day of a *,Y'' ,0: a';, H9MISA iCk'N • Oil AA 14/ o: x ( 0 iter VP a 100,144. 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'... , ..._ ' ":„.....•‘, . -.4.,,. .* 1)i r •`i '' ;.'''''''''60 '"** Ai"'•-.4N-- .,-,-t Nytv --i", k f- - ,. ' ..,--..*'',4...'''.'11:"IikiEr.4. :111';,..•. ' ...' 4.... •411_,':: -4.:4444-....4.‘1:4fir4-1.1.':iiiir4'71:>4'.41•A''''..t*.f16-";2'5::Wq1C':: ...it o*; ri'11.4* S*'-'tr" '''''. hA'tar- • HEARING EXAMINER'S REPORT '...," ',- *IV ; December 16, 1999 OFFICE OF THE HEARING EXAMINER CITY OF RENTON REPORT AND DECISION APPLICANT: William and Terri Briere Briere Creek Preliminary Plat File No.: LUA-99-131,PP LOCATION: 1900 block of Duvall Avenue NE SUMMARY OF REQUEST: To subdivide 3.6 acres into 18 lots for single family homes SUMMARY OF ACTION: Development Services Recommendation: Approve with conditions DEVELOPMENT SERVICES REPORT: The Development Services Report was received by the Examiner on November 16, 1999. 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 November 23, 1999 hearing. The legal record is recorded on tape. The hearing opened on Tuesday,November 23, 1999,at 9:25 a.m. in the Council Chambers on the seventh floor of the Renton City Hall. Parties wishing to testify were affirmed by the Examiner. The following exhibits were entered into the record: Exhibit No. 1: Yellow file containing the original Exhibit No. 2: Vicinity map application,proof of posting,proof of publication and other documentation pertinent to this request. Exhibit No.3: Preliminary Plat Plan Exhibit No. 4: Zoning map Exhibit No.5: Circulation map The hearing opened with a presentation of the staff report by LESLIE NISHIHIRA,Project Manager, Development Services, City of Renton, 1055 S Grady Way,Renton,Washington 98055. The applicant requests preliminary plat approval to subdivide a 3.68 acre parcel into 18 lots for single family development. The site is located in northeast Renton,and is generally flat with brush and small to medium-sized trees. There are currently five existing structures on the site, including two residences which are proposed to remain on Lots 1 and 18. The three remaining structures are to be demolished. The proposal would result in 16 new single family homes. The abutting property to the south received preliminary approval for construction of 12 single family William and Terri Briere Briere Creek Preliminary Plat File No.: LUA-99-131,PP December 16, 1999 Page 2 lots as well as street improvements and right-of-way connections to the subject site. Construction permits for the installation of utilities and street improvements have been issued. The Environmental Review Committee(ERC)issued a Determination of Non-Significance-Mitigated(DNS- M)with three mitigation measures imposed which were for the payment of fire,traffic and parks mitigation fees. The Comprehensive Plan(CP)designation for this site is Residential Single Family. This proposal meets the policies and goals of the CP such as to protect and enhance single family residential areas, and promote small lot infill development. The site is zoned R-8,Residential-8 dwelling units per acre which allows for a density range of 5 to 8 dwelling units per acre. The proposal has a net density of 5.84 dwelling units per acre. The minimum lot size is 4,500 square feet,and the proposal ranges in size from 4,749 to 19,794 square feet. These lot sizes are compatible with other existing lots in the area. The proposed lots are in compliance with the City's subdivision regulations such as setbacks, lot width and lot arrangements. Access to the plat will be by way of an extension of NE 19th Street east from Duvall Avenue NE through the plat. The street would turn directly south and turn into Elma Avenue NE and connect to the dedicated roadway approved to the adjacent property to the south. This would create a looped roadway to Duvall. The public street is proposed to be a width of 50 feet right-of- way with 32 feet of pavement as well as curbs,gutters and sidewalks. Police and Fire Department staff have indicated there are sufficient resources to serve the proposed development. The Renton School District does not expect to be adversely impacted by the addition of approximately 7 new students as a result of this proposal. The storm water on this site sheet flows to the north and east. The surface water runoff is expected to be collected in a series of catch basins and conveyed through an underground pipe system to a detention vault located in the northeast corner of the site near Lots 10, 11 and 12. Water will then be treated by biofiltration within an onsite drainage easement before discharging into a natural drainage course. There are existing water and sanitary sewer systems to serve this proposal. Staff recommends approval of the preliminary plat,subject to the following conditions: (1)applicant shall comply with the mitigation measures imposed by the ERC;(2)applicant shall obtain demolition permits for each individual parcel containing an accessory structure requiring demolition for development of the site;(3) the plat plan shall be revised to clarify the access and utility easement and show that it is within the boundaries of Lot 12; (4)applicant shall provide a temporary turnaround if construction begins before the improvements to the Briere Preliminary Plat are completed;(5)applicant shall establish a homeowners association or maintenance agreement for the maintenance and repair of any common property or improvements. In addition, a 15 foot easement between Lots 8 and 9 shall be established for the benefit of the homeowners association for drainage facility maintenance purposes. Lou Larsen,4800 S 188th,#360, Seattle,Washington 98188,applicant representative herein,responded that the site drained to the north and east, and the overall basin eventually ends up going to the south into the greenbelt that is located on the east side of the site. From there it drains to a large regional detention facility that has been sized for inclusion of this particular drainage basin. The applicant also requested that the requirement for the drainage easement between Lots 8 and 9 be made flexible if necessary to move it between Lots 7 and 8. Arneta Henninger,Development Services Division,City of Renton, 1055 S Grady Way,Renton,Washington 98055,responded that in anticipation of the City taking over the detention systems, it is ensuring that they have access to them. The City wants to be able to reserve the right to gain access should there be a problem with the system. William and Terri Briere Briere Creek Preliminary Plat File No.: LUA-99-131,PP December 16, 1999 Page 3 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 9:50 a.m. FINDINGS,CONCLUSIONS&DECISION Having reviewed the record in this matter, the Examiner now makes and enters the following: FINDINGS: 1. The applicants, William and Terri Briere,filed a request for approval of an 18-lot single family plat. 2. The yellow file containing the staff report,the State Environmental Policy Act(SEPA)documentation and other pertinent materials was entered into the record as Exhibit#1. 3. The Environmental Review Committee(ERC),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 on the east side of Duvall Avenue NE directly east of NE 19th Street which will be extended into the site. 6. The parcel is approximately 3.68 acres. The parcel is approximately 518.80 feet deep (east to west)and 321.14 feet wide. 7. The subject site was annexed to the City with the adoption of Ordinance 2945 in July 1975. 8. The subject site received its zoning designation,R-8(Single Family; 8 unit/acre;minimum lot size- 4,500 square feet)in June 1993 with the passage of Ordinance 4404. 9. The map element of the Comprehensive Plan designates the area in which the subject site is located as suitable for the development of single family residential uses,but does not mandate such development without consideration of other policies of the Plan. 10. The parcel slopes downward approximately 25 percent at its eastern edge with the remaining areas relatively level with some gently sloping areas. 11. Two single family homes located along the western edge of the subject site will be retained on what will be Proposed Lots 1 and 18. Three accessory buildings will be demolished. 12. The applicant proposes developing 18 lots that range in size from approximately 4,749 square feet to 19,794 square feet. 13. NE 19th Street would be extended eastward from Duvall about two-thirds of the way into the site and then turn south where it would become Elma Avenue NE. Lots would be arrayed along both sides of this new public street. Proposed Lots 1 to 3 would be located on the south side of NE 19th. Proposed Lot 4 would be located at the southwest corner of 19th and Elma. Proposed Lots 5 and 6 would be located west of Elma. Proposed Lots 13 to 18 would be located north of 19th. Proposed Lots 10, 11 William and Terri Briere Briere Creek Preliminary Plat File No.: LUA-99-131,PP December 16, 1999 Page 4 and 12 would be interior parcels accessed off of a shared access. The remaining lots, Proposed Lots 7 to 9,would be located east of Elma. 14. In addition to creating the new 50 foot right-of-way through the site,the applicant will be dedicating right-of-way along Duvall and improving that roadway with curbs,gutters and sidewalks as well as a bicycle lane. 15. Immediately abutting the site on the south is a new preliminary plat that will provide a connection to the new extension of Elma Avenue. That plat(File No. LUA-99-003)was approved on April 8, 1999. If that plat does not install the Elma right-of-way south of the subject site,a turnaround for emergency equipment will be necessary. 16. The development of the site will yield a density of 5.84 lots per acre,between the 5 and 8 units per acre required by the Zoning Code. 17. Most of the lots are created at perpendicular angles to streets,but Lots 4, 10, 11 and 12 are affected by the curve where 19th turns south into Elma. The applicant proposed creating a separate access tract but staff noted this could create maintenance and legal issues and recommended it be melded with one of the adjacent lots. 18. The development of the subject site with 16 new homes will generate approximately 153 new vehicle trips per day or approximately 173 trips for the total of 18 homes. 19. Most of the wooded site will be cleared. The applicant may,depending on circumstances and health of the trees,retain some of the perimeter trees. 20. The development will generate approximately 8 students. These students will be assigned to schools in the Renton School District on a space available basis. 21. The subject site is located in Aquifer Protection Area 2. Storm water flows to the north and east generally. A collection system in Duvall may handle some runoff but the main flow will be collected and channeled to the east through an easement staff proposes between Lots 8 and 9. This easement will have to comply with staff requirements. CONCLUSIONS: 1. The proposed plat appears to serve the public use and interest. The plat will create an array of new lots easily served by available or reasonably extended public services. The road system will join with one proposed immediately to the south creating a looped, grid arrangement. 2. The proposed density of 5.84 meets code and planning requirements yet provides lots that in the main are clustered around 6,000 square feet rather than the bare minimum. 3. The development will not appreciably affect traffic conditions in this area,will not tax the school system,will increase the tax base of the City and will offset its impacts on roads,parks and emergency services by paying appropriate mitigation fees. 4. It appears that storm water will be appropriately conveyed by the system design. William and Terri Briere Briere Creek Preliminary Plat File No.: LUA-99-131,PP December 16, 1999 Page 5 5. In conclusion,the proposed plat will provide additional housing choices in an area with urban services and avoid sprawl into outlying areas. DECISION: The proposed Preliminary Plat is approved subject to the following conditions: 1. The applicant shall comply with the conditions imposed by the ERC. 2. The applicant shall obtain demolition permits for each individual parcel containing an accessory structure requiring demolition for the development of the site. The demolition permits need to be issued, inspected and finalized prior to the recording of the preliminary plat. 3. The plat plan shall be revised to include the access and utility easement within the boundaries of one or all of Lots 10, 11 and 12. This revision will be required prior to the issuance of construction permits for the subdivision. 4. The applicant shall provide a temporary turn-around pursuant to RMC 4-6-060G until the street improvements for the Briere Preliminary Plat(LUA99-003)are completed. 5. The applicant shall establish a homeowners association or maintenance agreement for the maintenance and repair of any common plat property or improvements.In addition,a 150-foot easement between Lots 8 and 9 shall be established for the benefit of the homeowners association for drainage facility maintenance purposes. The easement shall prohibit the construction of fences or rockeries in this location. The satisfaction of this requirement is subject to the review and approval of the Development Services Division prior to the recording of the preliminary plat. 6. The storm water easement or easements shall have to comply with staff requirements. ORDERED THIS 16th day of December, 1999. FRED J.KAUF N HEARING E INER TRANSMITTED THIS 16th day of December, 1999 to the parties of record: Leslie Nishihira Lou Larsen Arneta Henninger 1055 S Grady Way 4800 S 188th,#360 1055 S Grady Way Renton,WA 98055 Seattle, WA 98188 Renton,WA 98055 William&Terri Briere Margaret Wyneken 1944 Duvall Avenue NE 4516 NE 21st Place Renton,WA 98059 Renton, WA 98059 William and Terri Briere Briere Creek Preliminary Plat File No.: LUA-99-131,PP December 16, 1999 Page 6 TRANSMI Fl ED THIS 16th day of December, 1999 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.,January 3, 1999. Any aggrieved person feeling that the decision of the Examiner is ambiguous or based on erroneous procedure,errors of law or fact,error in judgment,or the discovery of new evidence which could not be reasonably available at the prior hearing may make a written request for a review by the Examiner within fourteen(14)days from the date of the Examiner's decision. This request shall set forth the specific ambiguities or errors discovered by such appellant,and the Examiner may, after review of the record,take further action as he deems proper. An appeal to the City Council is governed by Title IV,Chapter 8, Section 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. • • • • �� tr:11-',4i1:1161..rio440,14411;1;ill:11 e---! ;. .-1:T r'.,"a ri.• ":15rl. noon • M E E3ND ST. r ;imam i_ NE 23a0 '' 3T - {t.. r 1 • JC tiA.' R':'•i tR TR till:13 5 U•f'"• i Si..•,. S:,,y �a V.^E..A�V:4'..CN. .y •• . ;•,..•• •,,. ittin'Etrls��Dy I :`rr 'iw�M�...LyYti O`7'r.:1 E•V.p Wig,.., J , •NE 22NO.PL. •i ' �.t% fiet....i;V ^•! � :.v^•T5Ta'' ^ ,�'It'•"o'r i,1}•• . JJJ I,S•� #,0Os. i. �;l'. ',r V3.x•'"'tlr�3 •E• •.ti.... Sr '' • 1. b • r.1B1R A`e �A�L ' it I`:.A a.,7�.31• o o�•vwa.�s''-"* — .N.E. [ �, �f.r 42'J`■"`�.! • '�"•.,..�'4i.`.i ..i ,.1.Ii.. W.9�PIP'.a ry .I _,LLD' -Sl ''•. ,; ,rF�I'i I.'•,54 4 a• .j. 'ai,� - .. ii --- -•- 7aE. .LOTH S. ' • + < _ • xE 19TN sr ...—.Y.�' •41 '.''i� •..^'r^/N�a, • •. !':'1•.•0.+ r q a„.__, . .„, ....., , _,..:• • ... .„., i! :i!: . JOSEPH i6t I ik[�,-; 1. ,.r. - •,•,, .� r,�,. t. r: t r a•`5,3:_ ualtpAtl.• :NE.1STN:pl . • : �Zp,A' ' .. W. I,.! Qp [4Q'��7;, .L7i7 [�! p•n BOOKARO• .El•G<• NE i 'S't��. <...: ' --ye,., f 4;,^.c . 'TRACTS g W 1 , ),1a% I POR. NE 1/4, SW 1/4, SEC. 3, TWP 23 N, RGE 5 E., W.M. fo1RD:•BRASS asc ®At318 OF BEAIAMZI CEX!VE TA. ,.E ��II1 IN CONC. BR 0.2'Bow TOTAL AREA-368 AC OR 164376 44n N 4SD'IIY N CASE AT NIX NE 215T ST Cl r-rH•1v d 7- III 'r'i t DUVALL AVE N.E.--� 2PROPOSED(R R6,a 3072-II CENTERLINE OF OWALL A1E.NE. R-I}00' 11.403.00.i• CI7 -66�o 3J• �� li'1.4' u-x.-De) I �� L.3t2/• L-n.27' L-77.67' I '' ww flry .76.56 _�_ 1 I STY-(IDEAL AREA (A01O ARCH R ,10 (AC) cm(r Rv(fcw C2 1-9225.41• CIO f-10-21.30• C16 r.8839WY • ' 111 • �, f 6812 CtR d6.•.1285 6•PVC L.S . ?-s5__ r R-I5.00' R-125.00' R-1}ao' 'JJ2 ,�(,. i -}61 OV/AC CON70UR!ETERNAL-2' L_40.1.T L.76.N' L-3e6J' _ ..,. I0#4( . , �A 1�)1 `�,5 PROPOSID AREA 07 LO/SIMENCEMANKJISMISMADQU C3 f-107I'30• CII r-OAl2.53• CID r-ees➢•}1' ILVMLO MAT 6,2001 ,I NIM 7170,471.48 alT K RENTON by 16w' R-100.00' R-J7}9. R-7}OD• L.17.J2' L-27.3➢' L-r16.50• Fl CIR CNNI- .Ix 29 b'PVC kw LOT/ LOT AREA(mall) FOUND 2•I.P.MECO MIN CONCRETE e1M TACK N NON CASE ' $ ". yr,JA n• 1 1D,7D1 37500'e• C20 r-167r'A• ��� •- y +R"1 �"'�'"'�I 2 67,711 AT I DL OD.S SET BO°.SE.ND DUVALL AM SE. CI r-1071']O• C17 f- �.. J PACIM E00011RIHG DESIGN INC. 3 7,977 iBY-A SET deSLEO SQUARE AT NW Col OF CONC.PAD UNDER• L-6780' 1.3D.23' L.24425' 40 �1J. .0 :: 4800 SOLIDI 166M ST,SUITE.160 1 4370 (UV 42(K/N.SIBS OF N.E.ID)N SI. 5 f( 'I ,�)1 'PPP YYYY"''�\[f.,-T Y, i , SEA RIL.WA..D6166 3 4.746 MY-171163976.09• CS f-1071'.10' CIS f.1012'li• CII 7- '�7S'% PHONE:(206)UI-7D 70 6 A,749 L.67.60' 0.7})2' (-76 N' i P. 1.�, .1!'<s -a- �- I 7 6,0J6 iBY-I (OP a YSY•ROAR AT 10t 5•a/SOUTH} J73.0. R 75.72'' R-7100' o i ..s. .'�'• -0 sm �'� 8 6,041 n[v-474as 0234.40• CII 7-031151r C22 f.I0•32'10' -i� INAO 113MASSOOATES r 6.03I CO r- + If ' /"N' -{�� 11611 IISM AYE.M.E. 10 6,036 R.J7}00' R-17S00• R-7}00' 3 .1 KIRKLMO,RA,98034 it 1036 LOTS A AND B OF ROBCRT E PE/ET SHOOT PUT,RECORDED N L.ID.OS' 1-22.66' L-1}>0' _ ' ::( _ m PROM(425)621-844e a 15.297ROODS. C7 r.0776.50' CIS 7.0645•a• e i 4 _ f, 10 13 6.504 NASNINCTCN BOOK r1s OF swlc PACE 76D.RECORDS Of KING COUNTY. -,1� ,¢. N 14 }56D BEING A SNORE PUT(X TRACT I,.DSEP11 P.YARSMALL TRACTS R.37}OO' R.42}00' O. 1. 4 N>11�._ :Er U 15 1654 ACCORDING TO ME PLAT BIEREOF,RECORDED N 10LWE 38 OF L.48.75 L•50.08. Q !R`(y. _.',. • rJ �C- BRICK ENTERPRISES 16 }D66 PLATS PACT RECORDS Cr KING C01/Mh;1VAS1NC10N. ` , ,(` 1944 DUVALL AVE.N.E. 17 6,J65 _A. �'' •••i• • RENTOV.IYA.,96059 16 416D TOGETHER MM LOT 1 OF FRAM BRIER SNORT PLAT RECORDED N C16 f-0074.06• 1 rl y� •'S' ` I, PHONE:(17!)III-7170 BOOK 16 K SLNYEYS PAGE 150.RECORDS a KNGtDINAC R-125.00• ••E Q . " , - �`Q - TOTAL LOT AREA 134.297 wASKINGTON.BONG A SHORT PLAT OF A PORTION OF TRACT 2. 1-296 Q. L •• :S CB TOTAL R/R AREA 26.079 JOSEPH P.MARSHALL TRACTS ACCORDING.TO IDF PLAT 1HCREOf,RECORLYO N VOLUME)d(Y RA PAGE.1O PERCENTAGE ROADWAY.I6.26R PLATS. 0 RA4(LEV..23.M RECORDS OF KING COUNTY,MNStMGTpt �� • 0 SSW. It....?3 66 6•LLNt:.R PI PR«RNNARY RAT YAP mu ELC V.4?6.Ie II COYPOSIR URJTY PLAN CTN LHNL.411.Te e'PVC N,S , I ��_lA �� P3 TREE CUIIMY,/LAW,CLEARING PLAN a KM ELEV•.T6.0 FOR LOCATIONS Of SCIER,WATER AND SICIIY J RY«rv.42s.7e R..2s.7/1''ONG.r DRAINAGE SEE SHEET P-1 PI NEIGHBORHOOD OCTAL NAP W ; OIE•4x26717•CfiNG.Nw \� I IE-4))46 12'CUNi. 5 UI (..1/1' ¢••226!lYcac '()R Ekr, - EKIST. PRIVATE ROAD IS'STORM DRAINAGE es C411t 40 0 20 40 e0CC Z \- ) e--.« �'---.__ ESMT FOR BIOSWALE nueo x'BRASS ast " I -a►==� O. m MI IM MEN - SET N 1W CUNC NON , ' _ .. arA A�R0`D=per.. �'��'-.' GRAPHIC SCALE a:Bow At N1K cs IVr 1 -•0.00F� -- - II. '----�--l. - .•. 0 0 DIN M t Duv6u AVE N[ !'t. �•..I s0.00' N�P26'IJ'-R`-4BC66;`�---___ t nR.1e.1' 30.00' R - EIEV•426.41 / MI. q 11 V soae' - __- --- I 11r-F--,1r---� 1 -•16..- ill E( I�H 17 III 16 III I' 1T---L�Ih f - _____. '�` h } °� Y ,•...,. I 18 I 16.Jss sq.(.I I I161(.1114654 I 151 I -�Q rl I /31 I 1 I, - -�l ,% .15 r y 7 W L:., Ih 69 Nit. E I I 3,966 sq.lt.I I3631 aq`t.( 509 I I . cLsx (� "I 'o ` HOUSE)J'�; J I I tq lf� I 6,304 e{t.R. I 1 ,; 12 �/: V <4 LC es = ' f I \ 1 I klI 1 ,I �I Js,nl w-a.,\ `"t�'` #� N V it-4zi:s ii coiS N : n .+: ^ I __-- s V'I TI I '' t1 1 1 1 4i�/_ Ave i' ',.\o Lii m c,•II.4a IYCONC s /�Wit. I I 1 N I �;�I I 1 �/t "�- (1 Y / - AINAGE ESMT 1111• >'• to �\ •1z R/ i`�'/YP) SL.` I I 1 I // .�_ ,20.'73,J.Q RNFLEv.•N10 , /1 �� ) 1 1- I'1� 1' 1 , I CFI r==-=._-'� W R•axJ7 u'toNc MW I ! i `'° 1, 1 I CIE 1 l I NTMJ I o R 5.2255 1Ytax s Y1 �` C 1 I _II L1_---1,1 --.J'1--- I, , �,1. I nl1 E ( ' ` (t \, / f,RA,E�dRf.-J I L sr 1 �(.--- -+� /� 8'g 6.0 rL FOUND YON M CASE V / 1 ter, C13 J4.??' NI f� g \ m g c • l�•tNIRI NEIAORK • ,I 1 1 •i• 23.00'C6 _ C7 -` - 27.89' CIio N! .' ' .. •I• • 4.. ��•d �0,' / r�^'R I • 16. •, a ,o v (2-2.-ve) i �,. !][f�H' _ ` //; , L-_--7( I -Lit--� ' -`� '/L-��' -,o - V"• ' _ N'B�TpJ_3Ct8 W,e1?4 4 �f�•�/• ' f-- y'__- 1 n RIM Elf V.475.28 55�-- • I�.V.. •-9.41' f .G9 S/F7L L. A•y..�I -\j�I I I I`I,\ 1�\)I n COI CH61,410S1 6-PVC N,S,R-- I I N,87209 W^,^-7r-+•��---• CJ •�I,,� E • , , , $ 1 h rr • D2.12 =1 a �f r N'ari '10' ... r d, ' C. I Io I 1.0 CII s� 1 ,o EXISTING PROPERTY LREE * I • .. C12\ < \ \ ��:� \1„ 1 6,OJ6„sq./t.,1 I 1 11 Cll 704J' �y! I 1 14, a1 IS'STORM AINAGE - BEFORE DEDICATION \ �„r`.f 1 �1Z24� - - y• / 22..92. _ F- 1 I 1 �i pIL :�•. L- _y �y.�.� I j l( ESMT FOR BIQSWALE PROJECT n CB G 1 ',Jaw 1. -__-T O .L,�j ..�� �_- , .-9 RM«E9-424 yb I 1 c ----------, x ,Jaw 1 1 ,(Y.. .l.I� 5 L-_�1 Dona Euv-uo.v Nw uv.42.n6 II �I`1 Id I( u00F101 I CV.420:9 , 6.49 1 4 , A10C.R-4n 66 I2Tax E n-xl46 1Tc;P x.a I I (t 1( 46' I6'' „Y I 1,l_r 5,370 sq.lt. ( 1'1 11 I 9' r/I , DRAWN BY I(• 2176 12'CSP 5 I r::; ,E. x7•a 6rovc( 2 1 I 1 3�11 11 1\ W os I \ I i1I g.6i, I1 117 lI4 rt (~�-- �� :''. L I,) 6.a1 Dq.R. I EI9.794 aq R L1 to 1,1 97z earl 1 ys_oo J 1..2 ., ! L__ \\ 1 .\ o9-Ot-99 11-1) -- L .,r__�---- ^W1,, ~...•T j1 EXIST. 1 �rami oRA{NAGEISSUE DATE Ik / gI IVI I E3.L1- I 1 �'�l.r I,N°'•' Ip f'-_ IESMT F1 BIOSWAI£ -__s H'ro __r_ I �I 1,_ �1! T'� I15 I i I W'. `i I 8 1 I'�1 {`� 11 SHEET REVISION PaavosED PaaPERTr T�r 1 1 I N,P Ahl 4 I I1 4.74?sq.IL 1 ' I .' IR 6,036 3 It. 1 ' \ ,AFTER oEDIGATIDN =.4 r ^ ' Tic. - I I I I I 1-- �{ `E s\ I� q. I Ip�1 � 10 u ' I 11 I 1 I��__9`5310l'-_-J , \•I. • •^ L_ I I 11 IN A \ sswl I I I 1 ! I ' • F._ .-- • �- �1?_ord�-_-u 11,.1�„ I!0 RNA ELn..z..nJ anE4., (EX.HOUSE) ., I I I, I I I '� 1 I'.Q o- I - 14 \( Z cm CHNI•.09.7o e'PVC Ns la , - _ TO REMAIN I I - I II I •n\-\ -1 Ili_ _ 1_r - -- L�\ _J !µyAi�w�',1--1I1RIJ I' I 6 l 1 $1 • I �,•' 1' t \ -I : 9913PED.DWO lad ha1P IN .I� 1 4.749 sq.M. n ( �..: g I i 7 <" L1 : % J • OS' 30.00' :�1.99' ?S.OI L_ I I .,,. . '� L--1 6 NJ •' / ND I/r RCN,*i 65'N !\• L.P. C. j N BTJS't9-W IId04r4 _.95.Dpti--a ' 2s' fTTT--- j+111 1`�, 1 I% 6Y T.6'E p I+ �/i( N 8TJ518 W?90.7 20. �J•1 < L S i 4 1 KNf.1 iDPN1R ,./ \ / 1 • T-_-__ • ` 11 (o s: .1 t 1[�+ _ `1E Pt1 vT REBAw _ I 1 L ` ) I I WO'Y7)1R f 11 •......� t/1.c f(eYnERNlDI 4I'L a'�` _ - • CO - PNCP.COG. (:-:5-3e1 ! . l 1 li I- )1 \ 1 I' ' \lam ✓ �•. \ ; PACIFIC ENGINEERING DESIGN INC. ', PLANNING CONSULTANTS ,. ... :4!,1,..31,•AV, 1 1 VI 1 P I ,074N 0.tl i":**‘...- • . I i r:44'....'W 4 POR NE 1/4, SW 1/4, SEC. 3, TWP 23 N, ROE 5 E. W M. Atlifililti wo 11.i.'i fir ,i.i 4414WI.,,, 11 i .,- , a ow WV:04 P4 :.:1::::'•V.;•D'ir,r ‘1,.., '-. ., .. ,,,,, IWIVAII WIWI IS.%I 0,...,/ ..•0 i,FM,0, 1 ---.:- ..-.r .4. --"ii..i . .f. \-,:.:,."- ' — '---....,,• .. ' ..11••icw top 4.so SV2.----. ,...IZUr -\. - _______r i---r: ---.,it ---1.r'=.• -L.,,rrc--•"----- -•"'"... i 'id viol lel 1.1 xi, •:• _ ••:;oz.-- 1" 1,1 ': ; 1,9 II: III s lip ... iii, , oli, •-,---_-.0 .-_-,1•A,, \ ( „ci., , 1 ,4,,,\ !!. • ,• 1,1 1:1 4,1 , ,••.,__,,,„, '1 I --- IL 'III I I . GEIMMX MT 1 1-_-feAr a.e,I I . -III i 1 i 11 ; :I ;/%•.4%. t---1 i ...,, ,1 ,:_-_:-_-si43- _ < e..1 pq „3.---i, __ ) ‘1.1- 1.1, .11 tio-11 ( 3 1:74`)';;Iikt:e..., • \ o" 21 f, A.. J.L,..._--1 ...- _1:1___:` !: ,4;',.'%). ! I ,1---- f -'-' • ''.'fr I I T.,I ' 1 I' '• \ ---1 (•,..'..V1; I I $t a,e . 4 ; nrct711141m, ,-,--:-1 .i • s..,... ' -----710100.1=0 .••S. / , 1----C 'II--1i 1 '4, ri ir." ...,—__ ;.„ „ ...--_____1-.......:'... ...............7...,.....r....7 ................Qp .4..,,,,,,,. n7......:=,1?.,--24.,,r,.-.,,. h\ \ . ,.' 1,• i . . • 40:::,,L1, ...L.,,,,,„....._,.e_..-...-,.-4•16714:::............7...i.,F. _ti____,, ,1:,0 ±........:2_47wil.,: ,:' ., __,I' ::_:::_:::604,,,,,,,,..,..•:IL,, ,,./::ii.:0.:.,:ti.......:z...,..\i\ • , k -- . s , .., ..„, .• L----i__,I,...„..4111 4SW I 301 SWALE ..1 'Ay 840.111.•42444 I 1'.:. .. .1 •-•),...'now.. ,.. .* I .P.::4-.1.;..... (i 1! Ili\ 4 l ,..': r ,i 4 4 411;4 age 4 I I 2 I II p. .., !.. IL, \ 1 ' . m 0. fili i hi C. ; I".I •z I I 1 ,--F 1;, ,- , ..__. , 1 o 1 , -1--;,.. :, li. PIN m =I me44 Cft4PFIC SCALE • z '. ; I----re ' I:: 1 1 1 I 1 ,5 1, < 8 T.40' • ...2 ! 4' 1 -1,•• ' . 1, .......i: : , II 11 I ' < 2 - k f il I '1 1 1 1 4 i LI i 1 1 I l' I I 1- ' 11,--.7---2...—_'.7' .1 1 ,.. L... d II : -./. t li 1,- ... ---111.*;II•.1. L-11\--.-----111. Off-- ,,,,,,,...........,., .=. ..,- •. ,, s. ,, -le, - - ::1 . - 1 6 , 1 --4 '''-'7--) •f',..7r'''.'. . 1 ELI s . 1 71...,co... ,! '.. .11172.Thr•21107f. ". II,,:. ... 111 i .'a\ , ‘a .. CC g* '''''','"•"" :11:I'll '.--,1'I ''.. 11 ,' -. .. . \ I- , / \ : : '''''' : Y / li \ j!.k. .. ..-... ,....I.C. „..0, 1, P.14." 5' 0,4' ID . -./ ,----'-- \ ill 1 5 ,i•-...,„,....„,,. ic 101 ' --1 --- -1,.1 1:.:,-,::;:i.„,..,4,4;.4.,. ..1'.. L.----1____ _ - -- . \ u 41 A i..:...... .. 1-- - _____÷_____,4'. ?,! • , ' "---;'11-1'11 .17, ---- , ., ,,..,..,,r,. / II 11" 1 /3":.V.:;:i,',••'. iS ; ,,..„,..,.,.%4.. r,.,:n..,1‘,... „..,,,,-) li ,, '. - roc. Ill 1 :. I .: • .,/1=1 _.....-_.-- ,....,/. , ,... ';! t....,,. 50400 LEQIEND II_i I ""*. " 'i _., .i 1/••...- 41t:tr.r.i., - It' : .--; . '''''''."-W". /1'11 . ',.• \ --------t.:0'I IrS:-:',1,ii,.. ;„, 'J... __ i i EWSWYG R0.40441 A.' ." zeTizz.._4.- ______7..s.e_-7_,,_ L-...e.. ---a-- _-..-..-3-..,-- a,1.•:-..i.;,..:.: EME=20=1....ED....... 90-43 . . ---TE=..:..L.fit'L".- 1 1 14n0aCCT MO. 1 . , 4 --•,•—MOP09:0 1141 MN JOC II It MO..ME IV CAM MO( p..,....,.•,, I I Ii ‘. • •,. , , .-1....s.i..—, 1. PROPOSED FM HYDRANT 00-01-1i10 I i II • 1 it•F I * I 1\ -c, . . ..4 i'• i N •' ., ., . ' PROPOSED 1175'BOO MK:POSED SWAM'SIMS 1SSA.04.12 Saw"4 NC PAWL. , ' . * . ' ' . \• .. :4.:rrint:..4r4i70 ---IIIIw--moyosto sAmmwe sown &WHOLE WM/IOW ARROW ". \ III \ \\ . i •i Ir..4v., , , 1.11, its Ii . . , W1010330 STOW SEISM co,.fre 0 DwO .. •.-- . PROPOSED STOW SEWS CS 1 _ .. _.... 1.,,,.., • ,v,,-\------,-----_, , ( env) pri)101/MUM" .-A'I -—-- -3A. V“,. • , sl ----- -- ---' I"1 ::‘‘1- ..-- . \e,.....„...1 \„t, /1 ' —.-- ' ' IMO PROPOSED STORII(Atom r 4,13o.• . ° PRCPOSES L/CMT POLE j)) /1 if. 1 . , ......„... -- . . , ; CIVIL ENGINEERING AND . , PACIFIC ENGINEERING DESIGN INC. `, , PLANNING CONSULTANTS . .. CITY OF RENTON CURRENT PLANNING DIVISION AFFIDAVIT OF SERVICE BY MAILING On the 11 ' day of no\leN\ber- , 1999, I deposited in the mails of the United States, a sealed envelope containing Fr: t C v 1\ear1vti L vvW )r-- documents. This information was sent to: Name Representing Lou 1.,0.J5e-r) C‘",0INC-CAA Q�StVl n e rtevti E'ivipv\S �J o�r�t l c k (Signature of Sender) SaJvud-trek_ STATE OF WASHINGTON ) ) SS COUNTY OF KING I certify that I know or have satisfactory evidence that�l�n dn.� S ec O . signed this instrument and acknowledged it to be his/her/their free and voluntary act for Qfj�. uses and purposes mentioned in the instrument. Dated: - YY) /�',�cif ����� v� t/lt F Notary Public in d for the State of Wa q: on NOTARY PUBLIC STATE OF WASHINGTON Notary (Print) MARILYN KAMCHFFF COMMISSION EXPIRES My appointment etRet2INTMENT EXPIRES•s-.2R4r JUNE 29, 2003 Project Name: <: �eGk- Ptr�l vv\ Plat Project Number: W A 611 131 , NOTARY.DOC -- ..,ttraiR 111L.11 I V r .0.,,.0 l`44 A 'V 1 - a I Itzu uuu+rL7Utsolu / 'LiV WVLL,a1..Pup i-uuclll Grog Zir- -main P.L.,Administrator _ Jesse Tanncrr Mayor �Mm"�j��"'®"O"-. November 17, 1999 clT 4 ,�O�14Tio .... Su erintendent's Office � �G1v-y���TOdti/ p C�i 1999 Renton School District �►403 ''� 300 SW 7`' Street Renton, WA 98055-2307 4, Q • Subject: Briere Creek Preliminary Plat/File No. LUA-99-131, PP, I_CF „I The City of Renton Development Services Division has received en application for a proposed ' subdivision of a 3.68 acre parcel Into 18 lots suitable for the development of single family homes. There ore currently two existing residence° on the property, therefor*the development would result i, in 16 now single family residences. The property Is located on the east side of the 1900 block of Duvall Avenue NE and is within the Residential - 8 Dwelling Units per Acre (R-8) Zone. 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. Sierra heights Elementary School:_ -- Middle School: Mcf:night __ - High School: Hazen --- Wilt 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: — - - ', ..r.1 • TIe2RSie, coritiof m"e a 82a Ce t:nn^rtonr infnrmallnn If will hwva >anv rn,astiOns reoordina this orcieCt. I Sincerely, ZI/114" 72143S-21-7) •:-• • Lesley Nishih a Project Manager fienoo„_p.c 1055 South Grady Way-Renton, Washington 98055 TOTAL. P.02 . CITY OF RENTON HEARING EXAMINER PUBLIC HEARING NOVEMBER 23, 1999 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: Briere Creek Preliminary Plat PROJECT NUMBER: LUA-99-131,PP,ECF PROJECT DESCRIPTION: The applicants propose to subdivide a 3.68-acre parcel into 18 lots intended for the eventual development of detached single family residences. The proposed lot sizes range from 4,749 square feet to 19,794 square feet. The net density of the proposal is 5.84 dwelling units per acre. The site is accessed from NE 19th Street off Duvall Avenue NE. Location: 1900 Block of Duvall Avenue NE. PROJECT NAME: Keith Short Plat PROJECT NUMBER: LUA-99-142,SHPL PROJECT DESCRIPTION: The applicant proposes to subdivide a 33,174.49 sq.ft. property into six lots by means of the short plat process. The property is in a single family residential area located at 1724 Aberdeen Avenue NE. The land use designation is Residential-8 (5.0 to 8.0 dwelling units per acre), which is consistent with the proposed project, a single-family residential development. An existing vacant house would be removed from the property. There are no known sensitive areas or public rights-of-way, therefore the proposed development density would be 7.88 dwelling units per net acre. This amount is within the range required by City of Renton development regulations. Location: 1724 Aberdeen 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: November 23, 1999 Project Name: Briere Creek Preliminary Plat Applicant/ William and Terri Briere Address Briere Enterprises 1944 Duvall Avenue NE Renton, WA 98059 Contact/ Lou Larsen Address Pacific Engineering Design, Inc. 4800 South 188th Street, Suite 360 Seattle,WA 98188 Owner/ William and Terri Briere Address: Briere Enterprises 1944 Duvall Avenue NE Renton, WA 98059 File Number: LUA-99-131, PP, ECF Project Manager: Lesley Nishihira • Project Description: The applicants propose to subdivide a 3.68-acre parcel into 18 lots intended for the eventual development of detached single family residences. The proposed lot sizes range from 4,749 square feet to 19,794 square feet. The net density of the proposal is 5.84 dwelling units per acre. The site is accessed from NE 19th Street off Duvall Avenue NE. Project Location: 1900 Block of Duvall Avenue NE tom .4.i rjgsliiw paIi.j!;1[1, a.,.t 1, ri„ .jai:c.-.1, 7;-•yr+•. -� ra; + �� 1v; :; .• N E 23N0 ST. 0,+ ' '- ".. of 2X+0 ST '/<® , i �► �';4 R4' SR I 4 4� . # z�'ib y s (e�S Y� qS ,E RI {�y I TAN ;.a s'W �. �.. "l p.,-,es r'..•• • :,,`\ 0) ,R E 141-IS a , 4 •NE,22N0•PL. �'�' l; A �'` �� �SA1 V �rl.l '� 2ST '�- /Su-✓.i S 7x D D 1.�. Hj .s.S3 rrr�'a. i.'y+ E � fr,sr 1 I . s! t; NE + /I r b161R:A,Nd A'L e/ �{ )� u a� •2 of oJV EEo?e ` f , ,.NE 21 ST PI. , x_ yromp F .6 I xir'r' a ' +, _. • i• Y NE YOTN S — + I u NE 19;N ST��IIJJ �f,•9 p t '•, y E‘.0..i ,� ,�. NE lb .xilig° ..N„s+ i 1xi `Nµ o- W• �1 w• x , _ --J1.• .;.'....-4. -%-..- • ^', — 1 ...:.8.: e. n .---,:. ,4..§- g. JOSEPH ( .-.:T i° - /"per °..•+4 ;. J-pa!• a v3 u :IIE.ISTNrr PL �� .1-.4., �{{,,.��A�▪ ' Ct. li yin L E -BOO;K aA96,, c)t kE -A w i I 'C4 •• "ETRACTS — •' • q j s? f i p, (•(•�--II'''�� SE 107TN •.PL f x "" YZ Sf.OT IiQ]NE 12 ]tiII, TM . ' re, COI ..,I.Iri'=:7; --.. -1 -cii,-xxo -,,,,v0-- -81-vo,... 1/1 ,"—c l YI 11 l,,f'�— Il ~ r' t;J I Mi 0 .�`: .Ir�. I 1 a � City of Renton P/B/PW Department liminary Report to the Hearing Examiner BRIERE CREEK PRELIMINARY PLAT LUA-99-131,PP, ECF PUBLIC HEARING DATE: November 23, 1999 Page 2 of 8 B. GENERAL INFORMATION: I. Owner of Record: William and Terri Briere Briere Enterprises 1944 Duvall Avenue NE Renton, WA 98059 2. Zoning Designation: Residential - 8 Dwelling Units per Acre (R-8) 3. Comprehensive Plan Residential - Single Family(RSF) Land Use Designation: 4. Existing Site Use: Two residences, three accessory structures 5. Neighborhood Characteristics: North: Partially developed single family residential East: Single family residential (Summerwind Division 4) South: Single family residential (Briere Preliminary Plat, LUA-99-003) West: Single family residential 6. Access: via extension of NE 19th Street from Duvall Avenue NE 7. Site Area: 3.68 acres (160,376 sf) 8. Project Data: area comments Existing Building Area: 4,308 sf Two existing residences are intended to remain on to remain proposed lots 1 and 18. Three accessory structures are proposed 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 N/A 2945 7/7/75 Comprehensive Plan N/A 4498 2/20/95 Zoning N/A 4404 6/7/93 D. APPLICABLE SECTIONS OF THE RENTON MUNICIPAL CODE: 1. Chapter 2 Land Use Districts Section 4-2-020: Purpose and Intent of Zoning Districts Section 4-2-070: Zoning Use Table Section 4-2-110: Residential Development Standards 3. Chapter 4 Property Development Standards Section 4-4-030: Development Guidelines and Regulations HEXRPT City of Renton P/B/PW Department . ..iliminary Report to the Hearing Examiner BRIERE CREEK PRELIMINARY PLAT LUA-99-131,PP, ECF PUBLIC HEARING DATE: November 23, 1999 Page 3 of 8 4. Chapter 6 Streets and Utility Standards Section 4-6-060: Street Standards 5. Chapter 7 Subdivision Regulations Section 4-7-050: General Outline of Subdivision, Short plat and Lot Line Adjustment Procedures Section 4-7-080: Detailed Procedures for Subdivision Section 4-7-120: Compatibility with Existing Land Use and Plan-General Requirements and Minimum Standards Section 4-7-150: Streets-General Requirements and Minimum Standards Section 4-7-160: Residential Blocks-General Requirements and Minimum Standards Section 4-7-170: Residential Lots-General Requirements and Minimum Standards Section 4-7-220: Hillside Subdivisions 6. Chapter 9 Procedures and Review Criteria 7. Chapter 11 Definitions E. APPLICABLE SECTIONS OF THE COMPREHENSIVE PLAN: 1. Land Use Element: Residential Single Family objectives and policies; Residential Streets objectives and policies; Subdivision of Land objectives and policies 2. Housing Element: Housing Supply objectives and policies; Minimum Density Policies F. DEPARTMENT ANALYSIS: 1. PROJECT DESCRIPTION/BACKGROUND The applicants, William and Terri Briere, have proposed to subdivide an existing 3.68 acre parcel into 18 lots, suitable for the eventual development of detached single family residences. The property currently contains five structures — two residences and three accessory structures. Although the accessory structures are proposed to be demolished, the residences are proposed to remain on lots 1 and 18. The project site is generally flat and vegetated with a mixture of brush and small to medium trees. The proposed lots would range from 4,749 square feet to 19,794 square feet in size. After the deduction of areas to be dedicated to public rights-of-way from the gross area of the property, the proposal for 18 single family lots arrives at a net density of 5.84 dwelling units per acre. Access to the development is proposed via an extension of NE 19th Street from Duvall Avenue NE. The new street would extend through the plat and connect to the abutting property on the south via Elma Avenue NE. The proposed street improvements include a 50-foot wide right-of- way with 32 feet of paving and sidewalks on each side. The dedication of additional right-of-way along the site's Duvall Avenue street frontage, as well as the installation of required street improvements and a future bike lane is also included. The abutting property to the south received preliminary approval for the Briere Preliminary Plat on April 8, 1999 (Briere Preliminary Plat, File No. LUA-99-003). The approved development would result in 12 single family lots, as well as street improvements and right-of-way connections to the subject site. Construction permits for the installation of utilities and street improvements for the Briere Preliminary Plat were issued October 27, 1999. 2. ENVIRONMENTAL REVIEW Pursuant to the City of Renton's Environmental Ordinance and SEPA (RCW 43.21C, 1971 as amended), on October 12, 1999, the Environmental Review Committee issued a Determination of Non-Significance- Mitigated (DNS-M)for the Briere Creek Preliminary Plat. The DNS-M included three mitigation measures. A 14-day appeal period commenced on October 18, 1999 and ended on November 1, 1999. No appeals of the threshold determination were filed. HEXRPT City of Renton P/B/PW Department . .aliminary Report to the Hearing Examiner BRIERE CREEK PRELIMINARY PLAT LUA-99-131,PP, ECF PUBLIC HEARING DATE: November 23, 1999 Page 4 of 8 3. COMPLIANCE WITH ERC MITIGATION MEASURES Based on an analysis of the probable impacts from the proposal, the Environmental Review Committee issued the following mitigation measures with the Determination of Non-Significance— Mitigated: 1. The applicant shall pay the appropriate Fire Mitigation Fee equal to$488 per new single family residence. The Fire Mitigation Fee shall be paid prior to the recording of the preliminary plat. 2. The applicant shall pay the required Transportation Mitigation Fee of$75 per net new average daily trip associated with the project. The Transportation Mitigation Fee shall be paid prior to the recording of the preliminary plat. 3. The applicant shall pay the applicable Parks Mitigation Fee at the rate of$530.76 per each new single family residence. The Parks Mitigation Fee shall be paid prior to the recording of the preliminary plat. The applicant intends, and is required, to comply with each of these mitigation measures prior to the recording of the preliminary plat. 4. STAFF REVIEW COMMENTS Representatives from various city departments have reviewed the application materials to identify and address site plan issues from the proposed development. These comments are contained in the official file, and the essence of the comments has been incorporated into the appropriate sections of this report and the Departmental Recommendation at the end of the report. 5. CONSISTENCY WITH PRELIMINARY PLAT CRITERIA: Approval of a plat is based upon several factors. The following preliminary plat criteria have been established to assist decision makers in the review of the plat: (a) Compliance with the Comprehensive Plan Designation. The subject site is designated Residential Single Family (RSF) on the Comprehensive Plan Land Use Map. The policies established by the RSF designation are intended to provide a vision for future residential development and to protect and enhance residential areas. The proposal to subdivide the 3.68- acre parcel into 18 single family lots is consistent with the RSF designation, including Policies LU- 34 and LU-35 which encourage small lot development at densities of 5.0 to 8.0 dwelling units per acre. (b) Compliance with the Underlying Zoning Designation. The proposal site is designated Residential - 8 Dwelling Units per Acre (R-8), on the City of Renton Zoning Map. The proposed development would allow for future construction of up to 16 new dwelling units. The allowed density range of the R-8 zone is a minimum of 5.0 to a maximum of 8.0 dwelling units per acre. Net density is calculated after the deduction of areas intended for public right-of- way from the gross acreage of the site. After the deduction of the proposed public street, the proposal would arrive at a net density of 5.84 dwelling units per acre, which is within the allowed density range of the zone. The minimum lot size permitted in the R-8 zone is 4,500 square feet. The proposed plat would provide 18 lots ranging in size from 4,749 square feet to 19,794 square feet. These lot sizes are compatible with other existing lots in this area under the same R-8 zoning. The residences proposed to remain on lots 1 and 18 are within the required setbacks and lot coverage permitted in the R-8 zone. However, the three existing accessory structures would not comply with the required development standards if maintained in their current locations. Therefore, staff will recommend as a condition of approval that the applicant obtain demolition HEXRPT City of Renton P/B/PW Department , ,aliminary Report to the Hearing Examiner BRIERE CREEK PRELIMINARY PLAT LUA-99-131,PP,ECF PUBLIC HEARING DATE: November 23, 1999 Page 5 of 8 permits for each individual parcel containing an accessory building. The demolition permits will need to be issued, inspected and finaled prior to the recording of the preliminary plat. (c) Compliance with Subdivision Regulations. Lot Arrangement: Side lot lines are to be at right angles to street lines, and each lot must have access to a public street or road. Access may be by private access easement street per the requirements of the Street Improvement Ordinance. The side lot lines of the proposed lots are at right angles to street lines. All lots, with the exception of lots 10, 11 and 12, would have access to public right-of-ways either directly off Duvall Avenue NE, NE 19th Street or Elma Avenue NE. Lots 10, 11 and 12 are proposed to be served by a private access easement of 50 feet in width. However, the preliminary plat plan currently depicts this access and utility easement within its own boundaries, thereby creating an additional lot in the subdivision. Staff will recommend as a condition of approval that the plat plan is revised to include the access and utility easement within the boundaries of one or all of lots 10, 11 or 12. This revision will be required prior to the issuance of construction permits for the installation of street and utility improvements for the subdivision. Lots: The size, shape and orientation of lots shall meet the minimum area and width requirements of the applicable zoning classification and shall be appropriate for the type of development and use contemplated. Each of the proposed lots satisfies the minimum lot area and dimension requirements of the R-8 zone. The proposed parcels would range in size from 4,794 square feet to 19,794 square feet. The proposed lots also comply with the R-8 requirements for minimum lot width (50 feet for interior lots and 60 feet for corner lots) as well as minimum lot depth (65 feet). The plat plan also includes setback lines showing potential building envelopes for each lot. The proposed envelopes indicate the appropriate building setbacks as required by the R-8 zone (20-foot front yard, 20-foot rear yard, and 5-foot side yards) and appear to have sufficient building area for the development of single family homes. Property Corners at Intersections: All lot corners at intersections of dedicated public rights-of- way, except alleys, shall have minimum radius of 15 feet. Proposed lots 1, 4, and 18 would have the appropriate required radius for corner lots. (d) Reasonableness of Proposed Boundaries Access and Street Improvements: Access to the proposed plat would be via an extension of NE 19th Street east from Duvall Avenue NE through the plat. Approximately 120 feet west of the eastern property line, the public street would turn directly south (Elma Avenue NE) and would connect to the dedicated roadway approved for the abutting property to the south (Briere Preliminary Plat). Within the proposed plat, the public street is proposed to be 50 feet in width with 32 feet of pavement, as well as curb, gutter and sidewalks on each side. Additional right-of-way dedication is also necessary along the property's Duvall Avenue NE street frontage. Street improvements, including curb, gutters, sidewalks, and a future 5-foot wide bike lane, will also is required on this street frontage. The timing of the installation of street improvements for the abutting plat is significant for the provision of emergency access to the subject site. If the improvements for the subject plat are completed prior to the completion of the street improvements for the abutting property (Briere HEXRPT City of Renton P/B/PW Department . ..;liminary Report to the Hearing Examiner BRIERE CREEK PRELIMINARY PLAT LUA-99-131,PP,ECF PUBLIC HEARING DATE: November 23, 1999 Page 6 of 8 Preliminary Plat), an emergency turn around would be necessary due to the length of the dead end street. As a condition of approval, staff will recommend the applicant be required to provide a temporary turn around pursuant to RMC 4-6-060G until the street improvements for the Briere Preliminary Plat are completed. The proposed subdivision is expected to generate additional traffic on the City's street system. To mitigate for project impacts, the Environmental Review Committee imposed a Traffic Mitigation Fee based on $75 per average daily trip generated by the project. The proposed 16 new residential lots would be expected to generate approximately 152.8 new average weekday trips. The fee for the proposed plat is estimated to be $11,460.00, and is required prior to recording of the plat. Topography: The subject site is relatively flat, with gentle slopes to the north and east. Slopes of approximately 25% are located along the eastern property line. The site is vegetated with a mixture of brush and small to medium trees. According to the applicant's land clearing and tree cutting plan, the development of the site would require the removal vegetation throughout the central portion of the property, including approximately 120 trees (fir, maple, cedar, and alder) ranging in size from 10-inch to 24-inch caliper. Several trees along the outer boundaries of the property are to be retained. The proposal requires grading activities estimated at 1,000 cubic yards of material for the construction of the public roadway, building areas, utilities and street improvements. Additional grading may occur on individual building pads as the homes are constructed. Site topography would not constrain the development of the plat, nor does it warrant any special consideration beyond typical construction mitigation for erosion and sedimentation control as required by City Code. Relationship to Existing Uses: The subject site is generally undeveloped with two residences and three accessory structures. The residences are proposed to remain on lots 1 and 18 and the accessory structures would be removed as part of the development. The surrounding zoning includes R-8 to the north, east and west. Existing development consists of single family residential neighborhoods on the west and east. Condominiums have been developed to the south, and the property directly north of the subject site is presently partially developed, but zoned for single family residences. The proposal is consistent with the intent of the both the Comprehensive Plan and Zoning Code and is similar to existing development patterns in the single family neighborhoods in the surrounding area. (e) Availability and Impact on Public Services (Timeliness) Police and Fire: Police and Fire Prevention staff indicate that sufficient resources exist to furnish services to the proposed development, subject to the condition that the applicant provide Code required improvements and fees. The Environmental Review Committee has imposed a Fire Mitigation Fee based on $488 per new single family home in order to mitigate the proposal's potential impacts to emergency services. The fee is estimated at $7,808.00 and is payable prior to the recording of the preliminary plat. Recreation: Glencoe Park is located within approximately one-half mile of the project site. Kiwanis Park, Honey Creek open space and North Highlands Park are located approximately one mile from the site. The proposal does not include on-site recreation facilities and is anticipated to increase demands on existing and future parks and recreation facilities within the City of Renton. As required by the Environmental Review Committee, the applicant will pay a Parks Mitigation Fee based on $530.76 per new single family home. The fee is estimated at $8,492.16 and is payable prior to the recording of the preliminary plat. HEXRPT City of Renton P/B/PW Department . .sliminary Report to the Hearing Examiner BRIERE CREEK PRELIMINARY PLAT LUA-99-131,PP, ECF PUBLIC HEARING DATE: November 23, 1999 Page 7 of 8 Schools: The site is located within the boundaries of the Renton School District. According to information obtained from the District via a telephone inquiry, students residing in the proposed subdivision would attend Sierra Heights Elementary School, McKnight Middle School and Hazen High School. The school district has indicated that these schools would be able to accommodate the additional students generated by the proposal. Storm water: Storm drainage facilities exist in Duvall Avenue NE. A Technical Information Report prepared by Pacific Engineering Design, Inc., dated September 3, 1999, was submitted with the application. According to the report, storm water on the site sheet flows to the north and east. There are no surface water bodies or wetlands on the site. The site is located in the Aquifer Protection Area Zone 2. After the proposed development is complete, approximately 45% of the site will be covered with impervious surfaces. Surface water runoff is proposed to be collected in a series of catch basins and conveyed through an underground pipe system to a detention vault located on the northeast corner of the site near lots 10, 11 and 12. Water will then be treated by biofiltration within an on- site drainage easement before discharging to a natural drainage course, which flows to the south. The proposal would discharge the domestic sewage from the homes to existing mains and is, therefore, not anticipated to impact the Aquifer. Staff has reviewed the preliminary drainage report submitted with the project application and has determined that it is acceptable. As a condition of approval, the applicant will be required to establish a 15-foot easement between lots 8 and 9 for maintenance purposes for the proposed storm drainage facilities. The easement should prohibit fences and rockeries. Water and Sanitary Sewer Utilities: There is an existing 12-inch water main located in Duvall Avenue NE. The applicant is responsible for installing a minimum 8-inch water main from Duvall east into the plat, and then extending an 8-inch water main to the south property line. The water main will need to connect to the water main for the approved plat on the abutting property to the south. Staff has reviewed the conceptual water utility plan and has determined that it will be acceptable with modifications, including additional fire hydrants as required. There is an existing 8-inch sanitary sewer main located in Duvall Avenue NE. An 8-inch sanitary sewer main extension would be required to serve the plat. The location of the proposed sanitary sewer main on the conceptual utility plan needs to be modified. The construction timing of the adjacent plat to the south (Briere Preliminary Plat)will determine the direction of discharge for the main for this plat. If the plat to the south is completed first, then the subject plat (Briere Creek) will need to extend the main to approximately 110' west from the location shown on the conceptual utility plan, then extend the main to the north property line to end in a clean out. If the plat to the south does not develop at this time, Briere Creek will need to extend the main through the site as shown on the conceptual utility plan, extend the main as noted above, then connect the new main back into the sanitary sewer main in Duvall Avenue NE. The necessary modifications to the sanitary sewer composite utility plan will be required prior to the approval of construction permits. HEXRPT City of Renton P/B/PW Department i-wliminary Report to the Hearing Examiner BRIERE CREEK PRELIMINARY PLAT LUA-99-131,PP,ECF PUBLIC HEARING DATE: November 23, 1999 Page 8 of 8 G. RECOMMENDATION: Staff recommends approval of the Briere Creek Preliminary Plat, Project File No. LUA-99-131, PP, ECF subject to the following conditions: 1. The applicant shall comply with the Mitigation Measures imposed by the Environmental Review Committee's Threshold Determination prior to the recording of the preliminary plat. 2. The applicant shall obtain demolition permits for each individual parcel containing an accessory structure requiring demolition for the development of the site. The demolition permits need to be issued, inspected and finaled prior to the recording of the preliminary plat. 3. The plat plan shall be revised to include the access and utility easement within the boundaries of one or all of lots 10, 11 and 12. This revision will be required prior to the issuance of construction permits for the subdivision. 4. The applicant shall provide a temporary turn around pursuant to RMC 4-6-060G until the street improvements for the Briere Preliminary Plat(LUA-99-003) are completed. 5. The applicant shall establish a Homeowner's Association or Maintenance Agreement for the maintenance and repair of any common plat property or improvements. In addition, a 15-foot easement between lots 8 and 9 shall be established for benefit of the Homeowner's Association for drainage facility maintenance purposes. The easement should prohibit the construction of fences or rockeries in this location. The satisfaction of this requirement is subject to the review and approval of the Development Services Division prior to the recording of the preliminary plat. EXPIRATION PERIODS: Preliminary Plats (PP): Three(3) years from final approval (signature) date. HEXRPT DETERMINATION OF NON-SIGNIFICANCE (MITIGATED) MITIGATION MEASURES APPLICATION NO(S): LUA-99-131,PP,ECF APPLICANT: Briere Enterprises PROJECT NAME: Briere Creek Preliminary Plat DESCRIPTION OF PROPOSAL: The applicant, Briere Enterprises, is requesting Environmental (SEPA) Review and Preliminary Plat Approval for the subdivision of a 3.68-acre site into 18 lots suitable for the development of single family homes. The lots would range from 4,749 square feet to 19,794 square feet in size. The property currently contains five existing structures (2 residences, 3 accessory buildings)to be demolished with the exception of the residences, which are proposed to remain on lots 1 and 18. The project will require the grading of approximately 1,000 cubic yards of soil, as well as the removal of several trees, for the installation of street improvements and utilities. Access to the site would be provided by dedicated right-of-way directly off Duvall Avenue North. The proposed public street provides a connection to the abutting property to the south,which was recently subdivided into 12 single family lots (Briere Preliminary Plat, File.No. LUA-99-003, PP, ECF). After the deduction of areas to be dedicated to public right-of-way, the proposal for 18 single family lots arrives at a net density of 5.8 dwelling units per acre. LOCATION OF PROPOSAL: 1944 Duvall Avenue NE MITIGATION MEASURES: 1. The applicant shall pay the appropriate Fire Mitigation Fee equal to $488 per new single family residence. The Fire Mitigation Fee shall be paid prior to the recording of the preliminary plat. 2. The applicant shall pay the required Transportation Mitigation Fee equal to $75 per net new average daily trip associated with the project. The Transportation Mitigation Fee shall be paid prior to the recording of the preliminary plat. 3. The applicant shall pay the applicable Parks Mitigation Fee equal to $530.76 per each new single family residence. The Parks Mitigation Fee shall be paid prior to the recording of the preliminary plat. DETERMINATION OF NON-SIGNIFICANCE (MITIGATED) ADVISORY NOTES APPLICATION NO(S): LUA-99-131,PP,ECF APPLICANT: Briere Enterprises PROJECT NAME: Briere Creek Preliminary Plat DESCRIPTION OF PROPOSAL: The applicant, Briere Enterprises, is requesting Environmental (SEPA) Review and Preliminary Plat Approval for the subdivision of a 3.68-acre site into 18 lots suitable for the development of single family homes. The lots would range from 4,749 square feet to 19,794 square feet in size. The property currently contains five existing structures (2 residences, 3 accessory buildings)to be demolished with the exception of the residences, which are proposed to remain on lots 1 and 18. The project will require the grading of approximately 1,000 cubic yards of soil, as well as the removal of several trees, for the installation of street improvements and utilities. Access to the site would be provided by dedicated right-of-way directly off Duvall Avenue North. The proposed public street provides a connection to the abutting property to the south, which was recently subdivided into 12 single family lots (Briere Preliminary Plat, File No. LUA-99-003, PP, ECF). After the deduction of areas to be dedicated to public right-of-way, the proposal for 18 single family lots arrives at a net density of 5.8 dwelling units per acre. LOCATION OF PROPOSAL: 1944 Duvall Avenue NE Advisory Notes to Applicant: The following notes are supplemental information provided in conjunction with the environmental determination. Because these notes are provided as information only, they are not subject to the appeal process for environmental determinations. Planning 1. The completion of the street improvements for the Briere Preliminary Plat(LUA-99-003, PP, ECF), which abuts the southern boundary of the site will be required prior to the installation of improvements for the subject application, Briere Creek Preliminary Plat. In the event that the required secondary access to the site is not installed (via Briere Plat), the Briere Creek project will need to be redesigned to accommodate a fire turnaround pursuant to RMC section 4-6-060G. If the installation of improvements for the Briere Creek Plat proceed before the completion of the Briere Plat improvements, a temporary turnaround will be required. 2. A Forest Practices Permit from the Washington State Department of Natural Resources will be required for the harvest of timber associated with this project. Please contact David Weiss with the DNR at(360)825-1631 for more information. 3. All construction standards listed under RMC section 4-4-303C must be installed and maintained during the preparation and construction of the site. 4. A demolition permit for the accessory buildings will be required for each individual parcel containing a building or buildings. The demolition permits will need to be issued, inspected and finaled before the plat can be recorded. 5. The proposed access and utility easement near lots 11, 12 and 13 would need to be included as part of a lot(or lots)in order to be considered an easement. The plans submitted depict the easement area within its own boundary lines, thereby creating an additional tract/lot. Briere Creek Preliminary Plat LUA-99-131,PP,ECF Advisory Notes (continued) Page 2 of 3 6. Construction activities are limited to the hours between 7:00 am and 8:00 pm, Monday through Friday, and 9:00 am and 8:00 pm Saturdays (RMC section 4-4-030C3b). In addition, haul hours are limited to the hours between 8:30 am and 3:30 pm, Monday through Friday, unless approved in writing in advance by the Development Services Division (RMC section 4-4-030C2). Parks 1. Recommend the continuation of the 5-foot wide bike lane along Duvall Avenue NE. The bike land is to be striped and signed. Thirty-three and a half percent(331/2%) of the value of the mitigation fee can be used to offset trail development. Fire Prevention 1. A fire hydrant with 1,000 GPM fire flow is required within 300 feet of all new single-family structures. If the building square footage exceeds 3,600 square feet in area, the minimum fire flow increases to 1,500 GPM and requires two hydrants within 300 feet of the structure. 2. An inter-tie must be provided between (proposed) NE 19th Street and NE 18th Street to the south. Plan Review—Sewer 1. This project is located in the Aquifer Protection Zone 2. 2. There is an 8"sanitary sewer main in Duvall Avenue NE. 3. A sanitary sewer main extension (minimum 8" in diameter) is required to serve this plat. 4. The sanitary sewer main location shown on the conceptual utility drawing needs to be modified. The construction timing of the adjacent plat to the south will determine the direction of discharge for the main for this plat. If the plat to the south is completed first then this plat(named Briere Creek)needs to extend the main to approximately 110'west from the location shown on the conceptual utility plan, install a MH then extend the main to the north property line to end in a cleanout. If the plat to the south does not develop at this time then Briere Creek will need to extend the main thorough the site as shown on the conceptual utility plan and extend the main as noted above and connect the new main into the sanitary sewer main in Duvall Av. NE. The sanitary sewer composite utility plan as shown is not approved. 5. Please note that dual side sewers will not be allowed (proposed lots 11 and 12 need to have separate side sewers.) 6. A System Development Charge of$585 per each new lot will be required. The Development Charges are collected as part of the construction permit. Plan Review—Water 1. This site is located in the Aquifer Protection Zone 2. 2. This site is located in the 565 pressure zone. 3. There is a 12"watermain in Duvall Av. NE. 4. The applicant is responsible for connecting to the 12"watermain in Duvall Av. NE, installing a minimum 8"watermain to the east into the plat and then extending an 8"watermain to the south property line and connecting to the watermain on the south side which is the watermain proposed by the adjacent plat to serve the new lots. The conceptual water utility plan appears to be in order once modified with additional hydrants. 5. Any new construction must have a fire hydrant capable of delivering a minimum of 1,000 GPM fire and shall be located within 300 feet of the structure. This distance is measured along a travel route. Additional fire hydrants will be required as a part of this project to meet this criteria. 6. A Water System Development Charge of$850 per each new lot will be required for this project. The Development Charges are collected as part of the construction permit. Plan Review— Drainage 1. There are storm drainage facilities in Duvall Ave NE. 2. A storm drainage report was submitted with the formal application and it appears to be in order. 3. A 15' easement to the Plat homeowners association needs to be established between lots 8 &9 for maintenance purposes. The easement should prohibit fences and rockeries. 4. A Surface Water System Development Charge of$385 per each new lot applies to the proposed project. The Development Charges are collected as part of the construction permit. Briere Creek Preliminary Plat LUA-99-131,PP,ECF Advisory Notes (continued) Page 3 of 3 Plan Review—Street Improvements 1. The new internal streets for the plats must be improved with curb, gutter, sidewalk, paving, street drainage and street lighting. The pavement section must be a minimum of 32 feet in width, with a minimum thickness of 4"asphalt over 6"crushed rock. 2. The project will be required to install curb, gutters and sidewalks for future road and a 5-foot bike lane in Duvall Av NE. 3. Street lighting is required to be installed for this project. 4. All new electrical, phone and cable services and lines to the plat must be undergrounded. Construction of these franchise utilities must be inspected and approved by a City of Renton public works inspector prior to recording of the final plat. 5. The project will be required to dedicate additional right-of-way on Duvall Av. NE. Plan Review—General 1. All required utility, drainage and street improvements will require separate plan submittals prepared according to City of Renton drafting standards by a licensed Civil Engineer. 2. Permit application must include an 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$100,000 but less than $200,000, and 3%of anything over$200,000. Half of the fee must be paid upon application for building and construction permits, and the remainder when the permits are issued. There may be additional fees for water service related expenses. See"Drafting Standards." Property Services Comments will be forwarded to the applicant under separate cover. .r CITY OF RENTON PLANNINGBUILDING/PUBLIC WORKS MEMORANDUM DATE: October 11, 1999 TO: Lesley Nishihira FROM: Sonja J. Fesser SUBJECT: Briere Creek Plat,LUA-99-131,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: Note that City of Renton Mon#1841 has no horizontal component. A tie to another horizontal City of Renton Survey Control Network monument is needed. Note if the large workshop, detached garage and storage shed are to remain or be removed. Note the overall dimensions of the subject property, including that portion adjoining Duvall Ave.NE that is to be dedicated for right of way. Information needed for final plat approval includes the following: Note the City of Renton land use action number(LUA-XX-XXX-FP)and the city's land record number(LND-10-0346)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 is different from the preliminary plat,and is unknown as of this date. The geometry will be checked when the ties have been made. Provide plat and lot closure calculations. Note all existing easements, agreements,covenants,etc., if any. Include the King County recording numbers. Note discrepancies between bearings and distances of record and those measured or calculated, if any. \\TS SERVER\SYS2\COMMON\H:\FILE.SYS\LND\I0\BRIERECK.DOC October 5, 1999 Page 2 Include a statement of equipment and procedures used, per WAC 332-130-100. Complete City of Renton Monument Cards,with reference points for all new right-of-way monuments set as part of the plat. 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. Indicate what is set at the corners of the lots. Note if the adjoining properties are platted(give lot number and plat name) or unplatted. Required City of Renton signatures 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. Because this property is located within Zone 2 of Renton's 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 City Clerk's office 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. The new easement(access and utility), shown for the benefit of future owners of Lots 10 and 11, is not an easement until such time as ownership of the lots affected are conveyed to others. The conveying document will need to include a statement about together with and/or subject to specific easement rights. Also, add the following Declaration of Covenant language on the face of the subject drawing, if the previous paragraph applies: DECLARATION OF COVENANT: The owner of the land embraced within this long plat, in return for the benefit to accrue from this subdivision, by signing hereon covenants and agrees to convey the beneficial interest in the new easement shown on this long plat to any and all future purchasers of the lots, or of any subdivision thereof. This covenant shall run with the land as shown on this long plat. Fee Review Comments: The Fee Review Sheet for this preliminary review is provided for your use and information Jt PROPERTY SERVICES FEE REVIEW FOR SUBDIVISIONS No. 99 - o4Z. t APPLICANT: -60%11=' 0=r i Y 'ILIJ4..L , "1- .1=tRI1—L— _ RECEIVED FROM (date) JOB ADDRESS: IeT404- 'bUVAL1- AYE. U WO# 7/358 I NATURE OF WORK: LL L— - i-.6zi ( j l�"R'L� 11 t/. LND# Io - Q 54,e, X PRELIMINARY REVIEW Or SUBDIVISIO BY LONG PLAT, NEED MORE ORMATION: 0 LEGAL DESCRIPTION SHORT PLAT,BINDING SITE PLAN,ETC. 0 PID#'s 0 VICINITY MAP , O FINAL REVIEW OF SUBDIVISION,THIS REVIEW REPLACES 0 SQUARE FOOTAGE 0 OTHER PRELIMINARY FEE REVIEW DATED 0 FRONT FOOTAGE O SUBJECT PROPERTY PARENT PID# ?f1 ,q'7o-Col o >1/4 NEW KING CO.TAX ACCT.#(s)are required when .. co 15 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. O We understand that this subdivision is in the preliminary stage and that we will have the opportunity to review it again before recordation. The following quoted fees do NOT include inspection fees,side sewer permits, r/w permit fees or the cost of water meters. SPECIAL ASSESSMENT DISTRICT PARCEL METHOD OF ASSESSMENT ASSESSMENT DISTRICTS NO. NO. ASSESSMENT UNITS OR FEE Latecomer Agreement(pvt)WATER Latecomer Agreement(pvt)WASTEWATER Latecomer Agreement(pvt)OTHER Special Assessment District/WATER 34,504, t;otMil�t/J�Y G> la $fin 8G i I �25o.oc�X u t.t� la .ks ?.A5+�is-T- erris -Speccial Assessml-e1ntt District/WASTEWATER ?$'a$ �'S9.943aX 1 =lIcri '_ ' Is 7,CoGID.SO.1- t4 Joint Use Agreement(METRO) Local Improvement District * ' Traffic Benefit Zones $75.00 PER TRIP, CALCULATED BY TRANSPORTATION FUTURE OBLIGATIONS SYSTEM DEVELOPMENT CHARGE-WATER 0 Estimated #OF UNITS/ SDC FEE ❑Pd Prey. 0 Partially Pd(Ltd Exemption) 0 Never Pd SQ.FTG. Single family residential$850/unit x la, 4, 13,600.00 Mobile home dwelling unit$680/unit in park Apartment,Condo$510/unit not in CD or COR zones x ' Commerciallndustrial, $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. ❑Partially Pd(Ltd Exemption) Er Never Pd Single family residential$585/unit x IS + .Io,S��.00 Mobile home dwelling unit$468/unit x Apartment,Condo$350/unit not in CD or COR zones x CommerciaUlndustrial$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) 5 Never Pd Single family residential and mobile home dwelling unit$385/unit x lc. 4 a, lac,.Od All other properties$0.129sq ft of new impervious area of property x (not less than$385.00) PRELIMINARY TOTAL $ Signatur f Rev�ing Authority DAT y �o 10/I Vqa ...< H 'o ❑ *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. ❑ Current City SDC fee charges apply to ti 0?�t 4 c:/template/feeappl/tgb EFFECTIVE July 16,1995/Ord.Nos.4506,4507,4508,4525,and 4526 t/ 0 . CITY OF RENTON MEMORANDUM DATE: October 7, 1999 TO: Lesley Nishihira FROM: Arneta Henninger X7298 10c._ SUBJECT: BRIERE CREEK PLAT APPLICATION LUA 99-131 DUVALL AV NE & NE 19TH ST I have reviewed the application for this 18 lot plat located in the general vicinity of NE 19th St and Duvall Av NE in Section 3-23-5 and have the following comments: SEWER: • This project is located in the Aquifer Protection Zone 2. • There is an 8" sanitary sewer main in Duvall Av NE. • A sanitary sewer main extension (minimum 8" in diameter) is required to serve this plat. • The sanitary sewer main location shown on the conceptual utility drawing needs to be modified. The construction timing of the adjacent plat to the south will determine the direction of discharge for the main for this plat. If the plat to the south is completed first then this plat (named Briere Creek) needs to extend the main to approximately 110' west from the location shown on the conceptual utility plan, install a MH then extend the main to the north property line to end in a cleanout. If the plat to the south does not develop at this time then Briere Creek will need to extend the main thorough the site as shown on the conceptual utility plan and extend the main as noted above and connect the new main into the sanitary sewer main in Duvall Av NE. The sanitary sewer composite utility plan as shown is not approved. • Please note that dual sideseweres will not be allowed (proposed lots 11 and 12 need to have separate sidesewers.) • System Development Charges of $585 per each new lot are required. The Development Charges are collected as part of the construction permit. ...,i BRIERE CREEK PLAT APPLICATION October 7, 1999 Page 2 WATER: • This site is located in the Aquifer Protection Zone 2. • This site is located in the 565 pressure zone. • There is a 12" watermain in Duvall Av NE. • The applicant is responsible for connecting to the 12" watermain in Duvall Av NE, installing a minimum 8" watermain to the east into the plat and then extending an 8" watermain to the south property line and connecting to the watermain on the south side which is the watermain proposed by the adjacent plat to serve the new lots. The conceptual water utility plan appears to be in order once modified with additional hydrants. • Any new construction must have a fire hydrant capable of delivering a minimum of 1,000 GPM fire and shall be located within 300 feet of the structure. This distance is measured along a travel route. Additional fire hydrants will be required as a part of this project to meet this criteria. • Water System Development Charges of $850 per each new lot will be required for this project. The Development Charges are collected as part of the construction permit. STORM DRAINAGE: • There are storm drainage facilities in Duvall Ave NE. • A storm drainage report was submitted with the formal application and it appears to be in order. • A 15' easement to the Plat homeowners association needs to be established between lots 8 & 9 for maintenance purposes. The easement should prohibit fences and rockeries. • The Surface Water System Development Charges of $385 per each new lot applies to the proposed project. The Development Charges are collected either as part of the construction permit. STREET IMPROVEMENTS: • The new internal streets for the plats must be improved with curb, gutter, sidewalk, paving, street drainage and street lighting. The pavement section must be a minimum of 32 feet in width, with a minimum thickness of 4" asphalt over 6" crushed rock. • The project will be required to install curb, gutters and sidewalks for future 5 lane road and a bike lane in Duvall Av NE. BRIERE CREEK PLAT APPLICATION October 7, 1999 Page 3 • Street lighting is required to be installed for this project. • All new electrical, phone and cable services and lines to the plat must be undergrounded. Construction of these franchise utilities must be inspected and approved by a City of Renton public works inspector prior to recording of the final plat. • The project will be required to dedicate additional right-of-way on Duvall Av NE. • The Traffic Mitigation Fee of $1 1,460 shall be paid prior to recording of plat. GENERAL: • All required utility, drainage and street improvements will require separate plan submittals prepared according to City of Renton drafting standards by a licensed Civil Engineer. • Permit application must include an 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 $100,000 but less than $200,000, and 3% of anything over $200,000. Half of the fee must be paid upon application for building and construction permits, and the remainder when the permits are issued. There may be additional fees for water service related expenses. See Drafting Standards. BRIERECRGF 1` Y O • a , CITY OF RENTON e,�N�o� FIRE PREVENTION BUREAU MEMORANDUM DATE: September 23, 1999 TO: Lesley Nishihira, Planner FROM: Jim Gray, Assistant Fire Marshal . I SUBJECT: Briere Creek Preliminary Plat, 19 Blk Duvall 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. Provide inter-tie between NE 19th Street, (proposed), to NE 18th Street to the south. Please feel free to contact me if you have any questions. City of Renton Department of Planning/Building/Public Wo?ks ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET REVIEWING DEPARTMENT: pO_,V� COMMENTS DUE: OCTOBER 7, 1999 APPLICATION NO: LUA-99-131,PP,ECF DATE CIRCULATED: SEPTEMBER 23, 1999 APPLICANT: William&Terri Briere PROJECT MANAGER: Lesley Nishihira PROJECT TITLE: Briere Creek Preliminary Plat WORK ORDER NO: 78581 LOCATION: 1944 Duvall Avenue North SITE AREA: 3.68 acres BUILDING AREA(gross): N/A SUMMARY OF PROPOSAL: The applicants,William and Terri Briere, are requesting Environmental (SEPA)review and Preliminary Plat approval for the subdivision of a 3.68 acre site into 18 lots suitable for the development of single family homes. The lot sizes would range from 4,749 sq.ft.to 19,794 sq.ft. Access to the site would be provided by dedicated right-of-way(NE 19t Street)directly off Duvall Avenue North. The property currently contains five existing structures with the two residences to remain on Lots 1 and 18. The project will require the grading of approximately 1,000 cubic yards of soil, as well as the removal of trees for the installation of street improvements and utilities. 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 01 /(, /2Z( .72y21:3 7/ 1 712 /e B. POLICY-RELATED COMMENTS j; 07a ,-;(7/Q1 �� -Z�-2‘� 3�/ �� lv 2 r ��i9 I C� t�C-f�� W2/(//zru-"7-7/7 072 ec, G ig .0 r)-- -ec- ,f/ ,e/A- c-.6‹ ,, rA„,,,ec>kt/v)a- 3-a - CODE-RELATED COMMENTS .. 6 n C `)`7( y),1_&(/& /f2 /6d- 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 ' needed to properly assess this proposal. L �( ? /?7 Sig ature of Director or Auth ize Representative Date routing Rev.1693 4 .00.i...iv • City of Renton Department of Planning/Building/Public Works ENVIRONMENTAL 8 DEVELOPMENT APPLICATION REVIEW SHEET REVIEWING DEPARTMENT: PO COMMENTS DUE: OCTOBER 7, 1999 APPLICATION NO: LUA-99-131,PP,ECF DATE CIRCULATED: SEPTEMBER 23, 1999 APPLICANT: William &Terri Briere PROJECT MANAGER: Lesley Nishihira PROJECT TITLE: Briere Creek Preliminary Plat WORK ORDER NO: 78581 LOCATION: 1944 Duvall Avenue North SITE AREA: 3.68 acres BUILDING AREA(gross): N/A SUMMARY OF PROPOSAL: The applicants,William and Terri Briere,are requesting Environmental(SEPA) review and Preliminary Plat approval for the subdivision of a 3.68 acre site into 18 lots suitable for the development of single family homes. The lot sizes would range from 4,749 sq.ft.to 19,794 sq.ft. Access to the site would be provided by dedicated right-of-way(NE 19` Street)directly off Duvall Avenue North. The property currently contains five existing structures with the two residences to remain on Lots 1 and 18. The project will require the grading of approximately 1,000 cubic yards of soil,as well as the removal of trees for the installation of street improvements and utilities. 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 ght/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 4\OUrn.al unp004- o�n pol,�c& --off-v cam, • 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. �- - J:.o Signature of Director or Authd Representative Date routing Rev.1053 City of Renton Department of Planning/Building/Public Works ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET REVIEWING DEPARTMENT ; SAWL cNN S J t CeO COMMENTS DUE: OCTOBER 7, 1999 APPLICATION NO: LUA-99-131,PP,ECF DATE CIRCULATED: SEPTEMBER 23, 1999 APPLICANT: William&Terri Briere PROJECT MANAGER: Lesley NishihiraCpri'OP "Jt.— • PROJECT TITLE: Briere Creek Preliminary Plat WORK ORDER NO: 78581 ?ON S"'A LOCATION: 1944 Duvall Avenue North 4Skin, n ',Y 49 SITE AREA: 3.68 acres BUILDING AREA(gross): N/A Lr,yV SUMMARY OF PROPOSAL: The applicants,William and Terri Briere,are requesting Environmental(SEPA) re VIVAppRj ee�liminary Plat approval for the subdivision of a 3.68 acre site into 18 lots suitable for the development of single family homes. 1 h- Vsizes would range from 4,749 sq.ft.to 19,794 sq.ft. Access to the site would be provided by dedicated right-of-way(NE 19'Street)directly off Duvall Avenue North. The property currently contains five existing structures with the two residences to remain on Lots 1 and 18. The project will require the grading of approximately 1,000 cubic yards of soil, as well as the removal of trees for the installation of street improvements and utilities. 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 • A/ 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 whe additional information is nee ed to property assess this proposal. of Si ture of Director Authorized Representati e Da{{e routing Rev.1063 City of Renton Department of Planning/Building/Public Works ENVIRONMENTAL & DEVELOPMENT- APPLICATION REVIEW SHEET REVIEWING DEPARTMENT:tLv �l� O>✓Ue p ilikA,I--}COMMENTS DUE: OCTOBER 7, 1999 APPLICATION NO: LUA-99-131,PP,ECF DATE CIRCULATED: SEPTEMBER 23, 1999 APPLICANT: William&Terri Briere PROJECT MANAGER: Lesley Nishihira PROJECT TITLE: Briere Creek Preliminary Plat WORK ORDER NO: 78581 LOCATION: 1944 Duvall Avenue North SITE AREA: 3.68 acres I BUILDING AREA(gross): N/A SUMMARY OF PROPOSAL: The applicants,William and Terri Briere, are requesting Environmental(SEPA) review and Preliminary Plat approval for the subdivision of a 3.68 acre site into 18 lots suitable for the development of single family homes. The lot sizes would range from 4,749 sq.ft.to 19,794 sq.ft. Access to the site would be provided by dedicated right-of-way(NE 19t Street)directly off Duvall Avenue North. The property currently contains five existing structures with the two residences to remain on Lots 1 and 18. The project will require the grading of approximately 1,000 cubic yards of soil,as well as the removal of trees for the installation of street improvements and utilities. 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 �e3 (-.r'1/}7Cr) I 06- r—if Si P-mv-1I c-.; . NU Pr L1L`, rSScJ[53 • f-Of- S"424j76z,tC_ PL --"INtNe- 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 cr areas wh • is needed to properly assess this proposal. Signature of r,ir-ctororAuth ized Representative Date routing Rev.1D 3 POR. NE 1/4, SW 1/4, SEC. 3, TRIP 23 N, RGE 5 E., W.M. FOUND 2'BRASS DISC B.A OP AfiJOB h 431E rep F 'C�� IN CONC YOM 0.2 DOWN I "➢:1 L TOTAL AREA.I AC C8 I60,!]6 CE CENTERLINE 'E ! IN USE AT INTO NE IISI ST. p'H CI T.OTJ4'19' CO f-IO'12'!I' Cl? }•W79'SJ' 10 1 > k DUVALL AYE N.E.-� PROPOSED RE, LOTS-18 CFN tERLNE DUVALL AVE.N.E. R.25.00' R-400.00' R-50.00• , i . ', (2-24-98) QAn� L-3621' L-71.I7 1-77.{Y 1 /r RIM Fv- 426.56 -_- 1 DENSITY-(TOTAL AREA(AC)O AREA R/W(AC) 1�70�IE4 air OF RENTON C2 t-9273'41' C10 f.1071'30' CM ?.O'9'sr �` CAR CONT.-412 05 8'PVC E,5 7'-Ss- R.40-3$ R-79.54'' R-2100' SI (9 -3.54 DU/AC CONTOUR INTERVAL-2' .5 •1'1 ' I A 11 MA I �s=N PROPOSED AREA OF L0 5 C! 1-1071!0 CIl r-a72Y! c19 r_8639'sl !wow. [s MAY 6,2001 • NIO ELFV=426 48 OtMNA RNG BENCHMARK CITY OF RENTOV"BY 1844' R400.1747.3' R-159' L.16 0 't'1➢"y!iY_�]�y�I'� CTR CONL-412 28 ti PVC N.W LOT/ JOT AREA(49 R) FOUND 2'I.P.FILLED MTHH CONCRETE WIN TACK W MON CASE l 72")? L-2739' 1-116.50' {.��4j�4 LTG, r{'I I 19,/91 AT PIT%.OF SUNSET BLVD.S.E.AND DUVALL Alf.SE. CA h1071'!0' Cl2 }- -I;•__ 2 7,114 ELFV-40➢.l0 375,00'' C20 f.5.00'' '�1' may, pq PACIFIC ENONEERING DESIGN INC. 3 7,971SESLED R-17100' R-17100' R.7100' (� I ^F'- .7 I IB00 SOLIDI l8a 57,SUITE 360 4 3,370 -A PoRERRISR 0 N.SqE OF N. BM SST. PAD UNDER L-67.80' L-19.2!' L-14.23' j'_ �+-r'.• 4' ''E '3 ' ^ 4800 G WA.,98188 5 4.]19 CS T- Y' .jl _ c,t'�• ELEv-4214e 107r'!0• cu T.r07rn' C21 T-3976b9' 6TYr. Et -' -;-; PHONE:(206)411-7970 6 4,749 R-J7100' R.12100' R- '.J'.''➢- 7 6.036 TBY-0 TOP OF TSM•ROAR AT'LOT 3.ON SOWN r 7100' i Y ,f 8 6,0l6 ELFV-424.29• L-6700' 1.7172' L-7l10' /��Rr, >• i MN)ASSOCIATES 9 6.04106 T-OI31'10' C14 /-Of9J'21' C22 }.107Y10' a -iC •c• IF -' - ^ 11811 113M AVE.M.E. 10 6,036 6.J7100' R-123A0' 6.7100' V SSRR t, X"' 22.66' L.1179' ✓• •)L NRKLANO WA.,98034 11 6,0.I6 10T5 A A/q B OF ROBERT E.PETET SHORT PUT,RECORDED IN L19.05' l- ' AS,.% - �+' t��..e 4/ R7 PROVE:(425)821-8448 12 I3.297 8003 ITS OF S7ML£Y5:PAGE 269,RECORDS OF KING COUNTY, Z ^ I.j4.- :1, 73'-.:,�} • 'y+ 13 6,504 WAN INCTO C7 f.0776'30' C15 T-08Y3'W' L 7C i,l"J CS.-+;"� .•i 1 1, N OYVI 14 IS 5. 9 5,654 BEING A SHORT PUT OF TRACT I,JOSEPH P.YARSNALL TRACTS R.40175' R.12100' 1- VV N 'W`..,•-••L-rl� • •'O",_-_ -=.1• * v &WERE ENTERPRISES 16 5.966 ACCORDING TO THE PLAT THEREOF,RECORDED N VOLUME 35 OF 4873 L.SO.00 PP 1 PLATS PAGE J0.RECORDS OF KING COUNTY,WASHINGTON. �74,�- • J • I944 DUVALL AVE N.E. 17 6.365 C16 f- I i _ 1•' �-" ''i-- I BENTON, wA.,98059 TOGETHER WM LOT 1 CC FRAN BRIER SHORT PLAT RECORDED IN -y,; � • 8001(18 CrSURVEYS,PAGE 250,RECORDS L1�KWGLOUN tt. '/ I��i ID 6.189R.42100' f .`1 gh ,'�`,� PHONE(425)I2B-7110 TOTAL LOT AREA 1l4.297 WA3NWGTON.BEING A SHORT PLAT OF A PLT OLN a TRACT 2, 1•290' a 2�!y CB TOTAL R/W AREA 26.079 +OSEPH P.MARSMALL TRACTS ACCORDING TO ME PUT _ R(+,1 PERCENTAGE ROADWAY.16.26S THEREOF RECORDED N VOLUME!8 OF PLATS PAGE 30, �a' RN EIEJ 125.98 RECORDS CIE KING COUNTY,WASHINGTON. RIS MN R6 E=s?1 86 B'LLwC.W Pr P2 PCOMPOSITE UTLIIY AT MAP RIM FOOL-A6.28 , a I' �TE' cn CTR CHNL.111 28 B'P VC N,S '' �-CB PJ TREE CUTTING/LAND CLEARING PLAN a CO RIM ELEJ=426.41 FOR LOCATIONS OF SEWER,WATER AND STORM P4 NEIGHBORHOOD DETAIL YAP 3 (/� RIM ELE•J-A25.78 _-IE.423 46 12-CON.F DRAINAGE SEE SHEET P-2 W Uy v�- IE•421 46 12'CONi. 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I. t• rt,I , , : • ,I, iv--,, ‘i, I..--541 KB., \ ' -- :1- W O. 1 LE!. „'„,.0,•,,.. il I , I II 1-4161•,2,•••-N I. li U, .., scSC-9.,c.,e451 ' - I =I-4,. ottj ' ! .1i- ,a. ,,- 3, ,i \\\x W 0 .--- ---. - .11 - .„:, , , __ 1: 1 . , .. t' \ • , 411 '' II ; '',..''.', .„ 14,1,.I- . ___,__7, .,,. -6f •,,•.,,,,• W X - \ „.„-„:1- -1 I - 1„......Tr-E.A., RR C.IT A.1•041.•Vwfa 1 -11 /-;24V:="ot C'.I'? %,..e41.,rt.'' ' _ , ut,trol AND 1.4.44•4 MO SAKE,-•„.i a' ,...... _,,,,.... I 1 - •001•81 - ,• cr.. ___, „,--- , , I' i '' ▪ . LEGEND I. - --1L- — --- "" , f 1741 --:1 W, —r--:—/III,/--,2,\ —L.)i rtt.,..::;,.,z 3.-•_• -. ,ESSTING ROADWAY 1 414:-4 -- -7 —,--- ---0.1 , /•, .; ,.,i cgiEzmeizzra.0,0YED ROWDS., 90-43, o . 1; Y 909.9 ,' ''' 9.“TT''.•‘-'' . PROJECT NO. 7—— ' ' / '' . ••:l=:=1-`,',:,.. ,—PROPOSED WAIER ,., ....., JOC .., l' PREP.TEE 12/GATE 19.1.,E DRAWN ST I I II • • CY .,,. I I ''. ------- • PROPOSED FIRE MORAN, CO-01-00 . P?' I \ -------1 ,ti N PROPOSED 1175'VEND ISSUE DATE I 1.:.1 I I11. 1 I , .,.. A1iIS • • ., s,.. •.... ••••• '•, ..' •_-_, . * / __ _ ._ _ -- -I-- '' -I [ I 1 I \ . s ' • 40••4)2'MASS SEC- '' ic.o' ,- \_. \---,-1\--'-I"41-\:.-12:4-:2\--'-El-\:' '''.'' ''l'':' ''' C" '... •c,,T, , NCR:.•I Pc OF MS sT '‘,\ ...; 'I; / - -'''''''' . l' ' TVI Of• 40 ----.-----•-=. , ... .._....____ OD D..r.SAATT.R.TrAlY PROPOSED STORY.SERER ---..,-----PROPOSED ETERS SEWER C9 0 (TYPE I)r/nOr ARROW PROPOSED STORM EASIEST PROPOSED LIGHT POLE SHEET REVISION 1143PEO.DAO 9 • p2 = CIVIL ENGINEERING AND 0 I ll ='' PACIFIC ENGINEERING DESIGN INC. , . PLANNING CONSULTANTS • f' ' I;I POR NE 1/4, SW 1/4, SEC. 3, TWP 23 N, RCE 3 E. M.Y. ��� fff �: SQ TREE GDTMVIAND CLEARING ALL BE PERMITTED UNTIL DE PRELASNARY PLAT NAS BEEN MINN AWL F !j x IM I I APPROVAL BY ME ON(RENT.MUNICIPAL ORDINANCE 1-1-IwT. 111 ���� 1 _ emmeem �',i l Iyl i l /-I n. LR.ATL.`.G IS•STOW DAANAG[ _ -� N I,�• M♦Y•.]PM 'T.I i -, _ gr pRI ESA FOR YGBMALE IRRB ID BE �iAPHC SCALE RIMMED(MR) ° H M I aBa• -1 00 Saar -- , Qom!• I . -^-+-�� - �• -- '� r II'Po-bl A�[ —• wow 'f , w I • _ _ Iva ___ __.__-_ _ II,L/ I `�..TTK �a', _ S gar: 404. to �, n :s 41: 1 41�}�' 'R1: .,•. • I; W!JA+NI ,'� 1•. I I I o ^B�I A {:Da* 8 I 1Y /: \ TREES TO BE SAVEDilj {�]R7N/� 1N \ M TEES SNDA!SOtw ARE IREES 1� II, a •1 a I ��, -. -. t' wog, Lp�m• =I_�0.10• PAD'mod..\ , '�` MAT MAY Bf ABLE TO BE SA,ED u I �iF�-- • ff TT'3.. NII ,M1, -�8.,_._.\ BASED QV PREIIurNARY GtApNG. 'f a i 1 I �_ 1 I I ♦ 1'if3 A ♦ Iv_{ l�T•. - ANElAGE ENAT ALE DMER TREES ARE iD BE REMOKD. ix r. \ `4 1y -}I{E(':� Ads ACTUAL TREES SAKD MAY PARSE t ��.{�.'[,T} ` -kW r�-��` A I DEPENDING CA CONSIRUCDCA ` .L 1 l L ' 'Wk.' I 1 CONSTRAINTS NOT ET ANON. �Qj 4E1.W -I� �� A 1 S L. I ,�. 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I 1.i -Y. �� ._ — I PROPOSED SIOIE.AI/L OF43 { �. --\� L •'\ I; N.-.an n ..-� _...—..._PRorosm WATER PROJECT No. \ r�I11„/ IrlI L;♦ , - \ �� • _ •} PR. TEE/GAIE PALE OR 1'�`�i.IIT I • PROPOSED ERE NYDRANI' ♦ L IJ, ,N\ .i,r .I ,�'- -. \ I , \ ANIgLF AM it0.ARROW;1 i I \ PROPOSED Vail.St.fR\ �—PROPOS[D SIORLI 5[YER L9 .RAJPED DAD r• M+,'��. ,,., r ,Rl u.,v' _ `.\___ _ _ - _..`p��t (TYPE pw/FLOW ARROW 1 ` I �n PRCPDSED STOW[A51[Nf I _F?) , II I ,i j u,,I.n 4♦N ' . . .. P r.I.• w O PR(PDSED fICNT war , i . 1 . I PACIFIC ENGINEERING DESIGN INC' o CIVIL ENGINEERING AND — — -- — — I PLANNING CONSULTANTS CITX OF RENTON ' Planning/Building/Public Works Department Jesse Tanner,Mayor Gregg Zimmerman P.E.,Administrator November 3, 1999 Mr. Lou Larsen Pacific Engineering Design, Inc. 4800 South 188th Street Suite#360 Seattle,WA 98188 SUBJECT: Briere Creek Preliminary Plat Project No. LUA-99-131,PP,ECF Dear Mr. Larsen: 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. This decision is final. 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 November 23, 1999, at 9:00 AM to consider the Preliminary Plat (PP). The applicant or representative(s) of the applicant is required to be present at the public hearing. If you have any questions, please feel free to contact me at (425)430-7270. For the Environmental Review Committee, Lesley Nishihira Project Manager cc: Ms. Margaret Wyneken Mr. & Mrs.William Briere/Owners ANAL 1055 South Grady Way-Renton,Washington 98055 CITY OF RENTON CURRENT PLANNING DIVISION L . AFFIDAVIT OF SERVICE BY MAILING On the day of 0ctObe , 1999, I deposited in the mails of the United States, a sealed envelope containing t-ete IM\vvx-±1n' • documents. This information was sent to: Name Representing Department of Ecology Don Hurter WSDOT KC Wastewater Treatment Division Larry Fisher Washington Department of Fisheries David F. Dietzman Department of Natural Resources Shirley Lukhang Seattle Public Utilities Duwamish Indian Tribe Rod Malcom Muckleshoot Indian Tribe Joe Jainga Puget Sound Energy (Signature of Sender) ta- STATE OF WASHINGTON ) SS COUNTY OF KING I certify that I know or have satisfactory evidence that S�r.Crck_ tom• S-ex��1•Qs ) signed this instrument and acknowledged it to be his/her/their free and voluntary act forme uses and purposes mentioned in the instrument. Dated: I 113 !TA Notary Public ih and for the State of ington ?OTARY PUBLIC Notary (Print) :';^T E OF WASHINGTON ► My appointment exAMPULYN KAMCHEFF 'r.fiNSlSSlON EXPIRES MY APPOINTMENT EXPIRES:6-29-03 jI..INE 29, 2003�. 3�� Project Name: 3v- iere_ CYee1' F, P, Project Number: LUA .99 . i3l hP NOTARY DOC .. = CITY JF RENTON Planning/Building/Public Works Department Jesse Tanner,Mayor Gregg Zimmerman P.E.,Administrator October 14, 1999 Washington State Department of Ecology Environmental Review Section PO Box 47703 Olympia,WA 98504-7703 Subject: Environmental Determinations Transmitted herewith is a copy of the Environmental Determination for the following project reviewed by the Environmental Review Committee (ERC)on October 12, 1999: DETERMINATION OF NON-SIGNIFICANCE-MITIGATED BRIERE CREEK PRELIMINARY PLAT LUA-99-131,PP,ECF The applicant, Briere Enterprises, is requesting Environmental (SEPA) Review and Preliminary Plat Approval for the subdivision of a 3.68-acre site into 18 lots suitable for the development of single family homes. The lots would range from 4,749 square feet to 19,794 square feet in size. The property currently contains five existing structures (2 residences, 3 accessory buildings)to be demolished with the exception of the residences, which are proposed to remain on lots 1 and 18. The project will require the grading of approximately 1,000 cubic yards of soil, as well as the removal of several trees, for the installation of street improvements and utilities. Access to the site would be provided by dedicated right-of-way directly off Duvall Avenue North. The proposed public street provides a connection to the abutting property to the south, which was recently subdivided into 12 single family lots (Briere Preliminary Plat, File No. LUA-99-003, PP, ECF). After the deduction of areas to be dedicated to public right-of-way, the proposal for 18 single family lots arrives at a net density of 5.8 dwelling units per acre. Location: 1944 Duvall Avenue NE. Appeals of the environmental determination must be filed in writing on or before 5:00 PM November 1, 1999. 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. If you have questions, please call me at(425)430-7270. For the Environmental Review Committee, 041440 fi Lesley Nishihira 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 Shirley Lukhang, Seattle Public Utilities Duwamish Tribal Office Rod Malcom, Fisheries, Muckleshoot Indian Tribe (Ordinance) Joe Jainga, Puget Sound Energy agencyltrl 1055 South� Grady Way- Renton,Washington 98055 a)This oaoer contains 50%recycled material.20%post consumer �► CITY „F RENTON 6 .1 A < Planning/Building/Public Works Department J e Tanner,Mayor Gregg Zimmerman P.E.,Administrator October 14, 1999 Mr. Lou Larsen Pacific Engineering Design, Inc. 4800 South 188th Street Suite#360 Seattle, WA 98188 SUBJECT: Briere Creek Preliminary Plat Project No. LUA-99-131,PP,ECF Dear Mr. Larsen: This letter is written on behalf of the Environmental Review Committee (ERC) and is to advise you that they have completed their review of the subject project. The ERC, on October 12, 1999, issued a threshold Determination of Non- Significance-Mitigated with Mitigation Measures. See the enclosed Mitigation Measures document. Also enclosed is a copy of the comments received by the Property Services section regarding the format and legal description for the preliminary plat. Appeals of the environmental determination must be filed in writing on or before 5:00 PM November 1, 1999. 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, 1055 South Grady Way, Renton, Washington, on November 23, 1999, at 9:00 AM to consider the 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. 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)430-7270. For the Environmental Review Committee, 77-j50 Lesley Nishihira Project Manager cc: Ms. Margaret Wyneken Mr. & Mrs. William Briere/Owners Enclosure dnsmltr 1055 South Grady Way- Renton, Washington 98055 65 This oaoer contains 50%recycled material.20%[post consumer DETERMINATION OF NON-SIGNIFICANCE (MITIGATED) MITIGATION MEASURES APPLICATION NO(S): LUA-99-131,PP,ECF APPLICANT: Briere Enterprises PROJECT NAME: Briere Creek Preliminary Plat DESCRIPTION OF PROPOSAL: The applicant, Briere Enterprises, is requesting Environmental (SEPA) Review and Preliminary Plat Approval for the subdivision of a 3.68-acre site into 18 lots suitable for the development of single family homes. The lots would range from 4,749 square feet to 19,794 square feet in size. The property currently contains five existing structures (2 residences, 3 accessory buildings)to be demolished with the exception of the residences,which are proposed to remain on lots 1 and 18. The project will require the grading of approximately 1,000 cubic yards of soil, as well as the removal of several trees, for the installation of street improvements and utilities. Access to the site would be provided by dedicated right-of-way directly off Duvall Avenue North. The proposed public street provides a connection to the abutting property to the south, which was recently subdivided into 12 single family lots (Briere Preliminary Plat, File No. LUA-99-003, PP, ECF). After the deduction of areas to be dedicated to public right-of-way, the proposal for 18 single family lots arrives at a net density of 5.8 dwelling units per acre. LOCATION OF PROPOSAL: 1944 Duvall Avenue NE MITIGATION MEASURES: 1. The applicant shall pay the appropriate Fire Mitigation Fee equal to $488 per new single family residence. The Fire Mitigation Fee shall be paid prior to the recording of the preliminary plat. 2. The applicant shall pay the required Transportation Mitigation Fee equal to $75 per net new average daily trip associated with the project. The Transportation Mitigation Fee shall be paid prior to the recording of the preliminary plat. 3. The applicant shall pay the applicable Parks Mitigation Fee equal to $530.76 per each new single family residence. The Parks Mitigation Fee shall be paid prior to the recording of the preliminary plat. DETERMINATION OF NON-SIGNIFICANCE (MITIGATED) ADVISORY NOTES APPLICATION NO(S): LUA-99-131,PP,ECF APPLICANT: Briere Enterprises PROJECT NAME: Briere Creek Preliminary Plat DESCRIPTION OF PROPOSAL: The applicant, Briere Enterprises, is requesting Environmental (SEPA) Review and Preliminary Plat Approval for the subdivision of a 3.68-acre site into 18 lots suitable for the development of single family homes. The lots would range from 4,749 square feet to 19,794 square feet in size. The property currently contains five existing structures (2 residences, 3 accessory buildings)to be demolished with the exception of the residences, which are proposed to remain on lots 1 and 18. The project will require the grading of approximately 1,000 cubic yards of soil, as well as the removal of several trees,for the installation of street improvements and utilities. Access to the site would be provided by dedicated right-of-way directly off Duvall Avenue North. The proposed public street provides a connection to the abutting property to the south, which was recently subdivided into 12 single family lots (Briere Preliminary Plat, File No. LUA-99-003, PP, ECF). After the deduction of areas to be dedicated to public right-of-way, the proposal for 18 single family lots arrives at a net density of 5.8 dwelling units per acre. LOCATION OF PROPOSAL: 1944 Duvall Avenue NE Advisory Notes to Applicant: The following notes are supplemental information provided in conjunction with the environmental determination. Because these notes are provided as information only, they are not subject to the appeal process for environmental determinations. Planning 1. The completion of the street improvements for the Briere Preliminary Plat(LUA-99-003, PP, ECF), which abuts the southern boundary of the site will be required prior to the installation of improvements for the subject application, Briere Creek Preliminary Plat. In the event that the required secondary access to the site is not installed (via Briere Plat), the Briere Creek project will need to be redesigned to accommodate a fire turnaround pursuant to RMC section 4-6-060G. If the installation of improvements for the Briere Creek Plat proceed before the completion of the Briere Plat improvements, a temporary turnaround will be required. 2. A Forest Practices Permit from the Washington State Department of Natural Resources will be required for the harvest of timber associated with this project. Please contact David Weiss with the DNR at (360)825-1631 for more information. 3. All construction standards listed under RMC section 4-4-303C must be installed and maintained during the preparation and construction of the site. 4. A demolition permit for the accessory buildings will be required for each individual parcel containing a building or buildings. The demolition permits will need to be issued, inspected and finaled before the plat can be recorded. 5. The proposed access and utility easement near lots 11, 12 and 13 would need to be included as part of a lot (or lots) in order to be considered an easement. The plans submitted depict the easement area within its own boundary lines, thereby creating an additional tract/lot. Briere Creek Preliminary Plat LUA-99-131,PP,ECF Advisory Notes (continued) Page 2 of 3 6. Construction activities are limited to the hours between 7:00 am and 8:00 pm, Monday through Friday, and 9:00 am and 8:00 pm Saturdays (RMC section 4-4-030C3b). In addition, haul hours are limited to the hours between 8:30 am and 3:30 pm, Monday through Friday, unless approved in writing in advance by the Development Services Division (RMC section 4-4-030C2). Parks 1. Recommend the continuation of the 5-foot wide bike lane along Duvall Avenue NE. The bike land is to be striped and signed. Thirty-three and a half percent (33%%)of the value of the mitigation fee can be used to offset trail development. Fire Prevention 1. A fire hydrant with 1,000 GPM fire flow is required within 300 feet of all new single-family structures. If the building square footage exceeds 3,600 square feet in area, the minimum fire flow increases to 1,500 GPM and requires two hydrants within 300 feet of the structure. 2. An inter-tie must be provided between (proposed) NE 19th Street and NE 18th Street to the south. Plan Review—Sewer 1. This project is located in the Aquifer Protection Zone 2. 2. There is an 8"sanitary sewer main in Duvall Avenue NE. 3. A sanitary sewer main extension (minimum 8" in diameter) is required to serve this plat. 4. The sanitary sewer main location shown on the conceptual utility drawing needs to be modified. The construction timing of the adjacent plat to the south will determine the direction of discharge for the main for this plat. If the plat to the south is completed first then this plat(named Briere Creek) needs to extend the main to approximately 110'west from the location shown on the conceptual utility plan, install a MH then extend the main to the north property line to end in a cleanout. If the plat to the south does not develop at this time then Briere Creek will need to extend the main thorough the site as shown on the conceptual utility plan and extend the main as noted above and connect the new main into the sanitary sewer main in Duvall Av. NE. The sanitary sewer composite utility plan as shown is not approved. 5. Please note that dual side sewers will not be allowed (proposed lots 11 and 12 need to have separate side sewers.) 6. A System Development Charge of$585 per each new lot will be required. The Development Charges are collected as part of the construction permit. Plan Review—Water 1. This site is located in the Aquifer Protection Zone 2. 2. This site is located in the 565 pressure zone. 3. There is a 12"watermain in Duvall Av. NE. 4. The applicant is responsible for connecting to the 12"watermain in Duvall Av. NE, installing a minimum 8"watermain to the east into the plat and then extending an 8"watermain to the south property line and connecting to the watermain on the south side which is the watermain proposed by the adjacent plat to serve the new lots. The conceptual water utility plan appears to be in order once modified with additional hydrants. 5. Any new construction must have a fire hydrant capable of delivering a minimum of 1,000 GPM fire and shall be located within 300 feet of the structure. This distance is measured along a travel route. Additional fire hydrants will be required as a part of this project to meet this criteria. 6. A Water System Development Charge of$850 per each new lot will be required for this project. The Development Charges are collected as part of the construction permit. Plan Review—Drainage 1. There are storm drainage facilities in Duvall Ave NE. 2. A storm drainage report was submitted with the formal application and it appears to be in order. 3. A 15'easement to the Plat homeowners association needs to be established between lots 8 &9 for maintenance purposes. The easement should prohibit fences and rockeries. 4. A Surface Water System Development Charge of$385 per each new lot applies to the proposed project. The Development Charges are collected as part of the construction permit. Briere Creek Preliminary Plat LUA-99-131,PP,ECF Advisory Notes (continued) Page 3 of 3 Plan Review—Street Improvements 1. The new internal streets for the plats must be improved with curb, gutter, sidewalk, paving, street drainage and street lighting. The pavement section must be a minimum of 32 feet in width, with a minimum thickness of 4"asphalt over 6"crushed rock. 2. The project will be required to install curb, gutters and sidewalks for future road and a 5-foot bike lane in Duvall Av NE. 3. Street lighting is required to be installed for this project. 4. All new electrical, phone and cable services and lines to the plat must be undergrounded. Construction of these franchise utilities must be inspected and approved by a City of Renton public works inspector prior to recording of the final plat. 5. The project will be required to dedicate additional right-of-way on Duvall Av. NE. Plan Review—General 1. All required utility, drainage and street improvements will require separate plan submittals prepared according to City of Renton drafting standards by a licensed Civil Engineer. 2. Permit application must include an 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$100,000 but less than $200,000, and 3% of anything over$200,000. Half of the fee must be paid upon application for building and construction permits, and the remainder when the permits are issued. There may be additional fees for water service related expenses. See"Drafting Standards." Property Services Comments will be forwarded to the applicant under separate cover. . 1\101-10E . ENVIRONMENTAL DETERMINATION POSTED TO NOTIFY INTERESTED PERSONS OF AN ENVIRONMENTAL ACTION BRIERE CREEK PRELIMINARY PLAT LUA-99-131,PP,ECF The applicant,Brlere Enterprises,is requesting Environmental(SEPA)Review and Preliminary Plat Approval for the subdivision of a 3.68-acre site Into 18 lots suitable for the development of single family homes.The lots would range from 4,749 square feet to 19.794 square feet In size.The property currently contains five existing structures(2 residences,3 accessory buildings)to be demolished with the exception of the residences,which are proposed to remain on lots 1 and 18.The project will require the grading of approximately 1,000 cubic yards of soil,as well as the removal of several trees,for the installation of street improvements and utilities.Access to the site would be provided by dedicated right- of-way directly off Duvall Avenue North.The proposed public street provides a connection to the abutting properly to the south,which was recently subdivided into 12 single family lots(Brlere Preliminary Plat,File No.LUA-99-003,PP,ECF).After the deduction of areas to be dedicated to public right-of-way,the proposal for 18 single family lots arrives et a net density o15.8 dwelling units per acre.Location:1944 Duvall Avenue NE. 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 flied In writing on or before 5:00 PM November 1,1999. Appeals must be filed In writing together with the required 875.00 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 4-8-118.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,1055 South Grady Way,Renton,Washington,on November 23,1999,at 9:00 AM to consider the Preliminary Plat(PP).The applicant or representative(s)of the applicant is required to be present at the public hearing.If the Environmental Determination is appealed,the appeal will be heard as part of this public hearing. .,��TY.1� L -r_.+r�P,M,T�4 n 1•r,-, 0fp8e - 1/47 yr/.a Rif I r. ) `T t. .vi ,: .+ •1 -. �� ya ,., e ! );.1 i., ' :1a,•r •,. S— ,MKTa •a ..r . .} FOR FURTHER INFORMATION,PLEASE CONTACT THE CITY OF RENTON,DEVELOPMENT SERVICES DIVISION AT(425)430-7200. DO NOT REMOVE THIS NOTICE WITHOUT PROPER AUTHORIZATION IPlease Include the project NUMBER when calling for proper file identification. I CERTIFICATION I, (S '(CAC xOku , hereby certify that 3 copies of the above document were posted by me in conspicuous places on or nearby the described property on i9G-p,g 14 tiCCl • Signed: - /4_,--. ,. ATTEST: Subcribed and sworn before me, a Nortary Public, in an r the State of Washington residing in -,fv(g,.N , on the 4 t41. day of y)pc). /C c3 c) • ------- may^ r 1 YID��i_ii..v y/ /ICu - c/r( r OTARY PUBLIC STATE OF WASHINGTON COMMISSION EXPIRES MARt��1• t<qS"r!-F_FF JuNE '7. ), 2oo3 CITY OF RENTON DETERMINATION OF NON-SIGNIFICANCE (MITIGATED) APPLICATION NO(S): LUA-99-131,PP,ECF APPLICANT: Briere Enterprises PROJECT NAME: Briere Creek Preliminary Plat DESCRIPTION OF PROPOSAL: The applicant, Briere Enterprises, is requesting Environmental (SEPA) Review and Preliminary Plat Approval for the subdivision of a 3.68-acre site into 18 lots suitable for the development of single family homes. The lots would range from 4,749 square feet to 19,794 square feet in size. The property currently contains five existing structures (2 residences, 3 accessory buildings)to be demolished with the exception of the residences, which are proposed to remain on lots 1 and 18. The project will require the grading of approximately 1,000 cubic yards of soil, as well as the removal of several trees, for the installation of street improvements and utilities. Access to the site would be provided by dedicated right-of-way directly off Duvall Avenue North. The proposed public street provides a connection to the abutting property to the south, which was recently subdivided into 12 single family lots (Briere Preliminary Plat, File No. LUA-99-003, PP, ECF). After the deduction of areas to be dedicated to public right-of-way, the proposal for 18 single family lots arrives at a net density of 5.8 dwelling units per acre. LOCATION OF PROPOSAL: 1944 Duvall Avenue NE 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 November 1, 1999. 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: October 18, 1999 DATE OF DECISION: October 12, 1999 SIGNATURES: Gr g II:.r h, Acifiini i�tfator DATEi4/q1 De arttannin /Buildin /PublicWorks P9 9 JitrY .,Zik Shepherd, Administr for DATE C mmunity Services / / c Lee Wheeler, ire Chief DATE Renton Fire Department • dnsmsig DETERMINATION OF NON-SIGNIFICANCE (MITIGATED) MITIGATION MEASURES APPLICATION NO(S): LUA-99-131,PP,ECF APPLICANT: Briere Enterprises PROJECT NAME: Briere Creek Preliminary Plat DESCRIPTION OF PROPOSAL: The applicant, Briere Enterprises, is requesting Environmental (SEPA) Review and Preliminary Plat Approval for the subdivision of a 3.68-acre site into 18 lots suitable for the development of single family homes. The lots would range from 4,749 square feet to 19,794 square feet in size. The property currently contains five existing structures (2 residences, 3 accessory buildings)to be demolished with the exception of the residences, which are proposed to remain on lots 1 and 18. The project will require the grading of approximately 1,000 cubic yards of soil, as well as the removal of several trees,for the installation of street improvements and utilities. Access to the site would be provided by dedicated right-of-way directly off Duvall Avenue North. The proposed public street provides a connection to the abutting property to the south,which was recently subdivided into 12 single family lots (Briere Preliminary Plat, File No. LUA-99-003, PP, ECF). After the deduction of areas to be dedicated to public right-of-way, the proposal for 18 single family lots arrives at a net density of 5.8 dwelling units per acre. LOCATION OF PROPOSAL: 1944 Duvall Avenue NE MITIGATION MEASURES: 1. The applicant shall pay the appropriate Fire Mitigation Fee equal to $488 per new single family residence. The Fire Mitigation Fee shall be paid prior to the recording of the preliminary plat. 2. The applicant shall pay the required Transportation Mitigation Fee equal to $75 per net new average daily trip associated with the project. The Transportation Mitigation Fee shall be paid prior to the recording of the preliminary plat. 3. The applicant shall pay the applicable Parks Mitigation Fee equal to $530.76 per each new single family residence. The Parks Mitigation Fee shall be paid prior to the recording of the preliminary plat. • DETERMINATION OF NON-SIGNIFICANCE (MITIGATED) ADVISORY NOTES APPLICATION NO(S): LUA-99-131,PP,ECF APPLICANT: Briere Enterprises PROJECT NAME: Briere Creek Preliminary Plat DESCRIPTION OF PROPOSAL: The applicant, Briere Enterprises, is requesting Environmental (SEPA) Review and Preliminary Plat Approval for the subdivision of a 3.68-acre site into 18 lots suitable for the development of single family homes. The lots would range from 4,749 square feet to 19,794 square feet in size. The property currently contains five existing structures (2 residences, 3 accessory buildings)to be demolished with the exception of the residences, which are proposed to remain on lots 1 and 18. The project will require the grading of approximately 1,000 cubic yards of soil, as well as the removal of several trees, for the installation of street improvements and utilities. Access to the site would be provided by dedicated right-of-way directly off Duvall Avenue North. The proposed public street provides a connection to the abutting property to the south, which was recently subdivided into 12 single family lots (Briere Preliminary Plat, File No. LUA-99-003, PP, ECF). After the deduction of areas to be dedicated to public right-of-way, the proposal for 18 single family lots arrives at a net density of 5.8 dwelling units per acre. LOCATION OF PROPOSAL: 1944 Duvall Avenue NE Advisory Notes to Applicant: The following notes are supplemental information provided in conjunction with the environmental determination. Because these notes are provided as information only, they are not subject to the appeal process for environmental determinations. Planning 1. The completion of the street improvements for the Briere Preliminary Plat(LUA-99-003, PP, ECF), which abuts the southern boundary of the site will be required prior to the installation of improvements for the subject application, Briere Creek Preliminary Plat. In the event that the required secondary access to the site is not installed (via Briere Plat), the Briere Creek project will need to be redesigned to accommodate a fire turnaround pursuant to RMC section 4-6-060G. If the installation of improvements for the Briere Creek Plat proceed before the completion of the Briere Plat improvements, a temporary turnaround will be required. 2. A Forest Practices Permit from the Washington State Department of Natural Resources will be required for the harvest of timber associated with this project. Please contact David Weiss with the DNR at(360) 825-1631 for more information. 3. All construction standards listed under RMC section 4-4-303C must be installed and maintained during the preparation and construction of the site. 4. A demolition permit for the accessory buildings will be required for each individual parcel containing a building or buildings. The demolition permits will need to be issued, inspected and finaled before the plat can be recorded. 5. The proposed access and utility easement near lots 11, 12 and 13 would need to be included as part of a lot(or lots) in order to be considered an easement. The plans submitted depict the easement area within its own boundary lines, thereby creating an additional tract/lot. Briere Creek Preliminary Plat LUA-99-131,PP,ECF Advisory Notes (continued) Page 2 of 3 6. Construction activities are limited to the hours between 7:00 am and 8:00 pm, Monday through Friday, and 9:00 am and 8:00 pm Saturdays (RMC section 4-4-030C3b). In addition, haul hours are limited to the hours between 8:30 am and 3:30 pm, Monday through Friday, unless approved in writing in advance by the Development Services Division (RMC section 4-4-030C2). Parks 1. Recommend the continuation of the 5-foot wide bike lane along Duvall Avenue NE. The bike land is to be striped and signed. Thirty-three and a half percent (331/2%) of the value of the mitigation fee can be used to offset trail development. Fire Prevention 1. A fire hydrant with 1,000 GPM fire flow is required within 300 feet of all new single-family structures. If the building square footage exceeds 3,600 square feet in area, the minimum fire flow increases to 1,500 GPM and requires two hydrants within 300 feet of the structure. 2. An inter-tie must be provided between (proposed) NE 19th Street and NE 18th Street to the south. Plan Review—Sewer 1. This project is located in the Aquifer Protection Zone 2. 2. There is an 8"sanitary sewer main in Duvall Avenue NE. 3. A sanitary sewer main extension (minimum 8" in diameter) is required to serve this plat. 4. The sanitary sewer main location shown on the conceptual utility drawing needs to be modified. The construction timing of the adjacent plat to the south will determine the direction of discharge for the main for this plat. If the plat to the south is completed first then this plat(named Briere Creek) needs to extend the main to approximately 110'west from the location shown on the conceptual utility plan, install a MH then extend the main to the north property line to end in a cleanout. If the plat to the south does not develop at this time then Briere Creek will need to extend the main thorough the site as shown on the conceptual utility plan and extend the main as noted above and connect the new main into the sanitary sewer main in Duvall Av. NE. The sanitary sewer composite utility plan as shown is not approved. 5. Please note that dual side sewers will not be allowed (proposed lots 11 and 12 need to have separate side sewers.) 6. A System Development Charge of$585 per each new lot will be required. The Development Charges are collected as part of the construction permit. Plan Review—Water 1. This site is located in the Aquifer Protection Zone 2. 2. This site is located in the 565 pressure zone. 3. There is a 12"watermain in Duvall Av. NE. 4. The applicant is responsible for connecting to the 12"watermain in Duvall Av. NE, installing a minimum 8"watermain to the east into the plat and then extending an 8"watermain to the south property line and connecting to the watermain on the south side which is the watermain proposed by the adjacent plat to serve the new lots. The conceptual water utility plan appears to be in order once modified with additional hydrants. 5. Any new construction must have a fire hydrant capable of delivering a minimum of 1,000 GPM fire and shall be located within 300 feet of the structure. This distance is measured along a travel route. Additional fire hydrants will be required as a part of this project to meet this criteria. 6. A Water System Development Charge of$850 per each new lot will be required for this project. The Development Charges are collected as part of the construction permit. Plan Review— Drainage 1. There are storm drainage facilities in Duvall Ave NE. 2. A storm drainage report was submitted with the formal application and it appears to be in order. 3. A 15'easement to the Plat homeowners association needs to be established between lots 8 &9 for maintenance purposes. The easement should prohibit fences and rockeries. 4. A Surface Water System Development Charge of$385 per each new lot applies to the proposed project. The Development Charges are collected as part of the construction permit. Briere Creek Preliminary Plat LUA-99-131,PP,ECF Advisory Notes (continued) Page 3 of 3 Plan Review—Street Improvements 1. The new internal streets for the plats must be improved with curb, gutter, sidewalk, paving, street drainage and street lighting. The pavement section must be a minimum of 32 feet in width, with a minimum thickness of 4"asphalt over 6"crushed rock. 2. The project will be required to install curb, gutters and sidewalks for future road and a 5-foot bike lane in Duvall Av NE. 3. Street lighting is required to be installed for this project. 4. All new electrical, phone and cable services and lines to the plat must be undergrounded. Construction of these franchise utilities must be inspected and approved by a City of Renton public works inspector prior to recording of the final plat. 5. The project will be required to dedicate additional right-of-way on Duvall Av. NE. Plan Review—General 1. All required utility, drainage and street improvements will require separate plan submittals prepared according to City of Renton drafting standards by a licensed Civil Engineer. 2. Permit application must include an 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$100,000 but less than $200,000, and 3% of anything over$200,000. Half of the fee must be paid upon application for building and construction permits, and the remainder when the permits are issued. There may be additional fees for water service related expenses. See"Drafting Standards." Property Services Comments will be forwarded to the applicant under separate cover. T AFFIDAVIT OF PUBLICATION NOTICE OF ENVIRONMENTAL ENVIRONMDETARMINATION EVIEW COMMITTEE Charlotte Ann Kassens first dulysworn on oath states that he/she is the Legal Clerk of the RENTON,WASHINGTON The Environmental Review Committee (ERC) has issued a Determination of Non-Significance- Mitigated for the fol- SOUTH COUNTY JOURNAL lowing project under the authority of the Renton Municipal Code. 600 S. Washington Avenue, Kent, Washington 98032 BRIERE CREEK PRELIMINARY PLAT LUA-99-131,PP,ECF Proposed subdivision of a 3.68 acre site a daily newspaper published seven (7)times a week. Said newspaper is a legal into 18 lots for single family homes. newspaper of general publication and is now and has been for more than six months Location: 1944 Duvall Ave.NE. rior to the date ofpublication, referred to, printed andpublished in the English language Appeals bef the environmental of dorerfore P 9lion must filed in writing on or before continually as a daily newspaper in Kent, King County, Washington. The South County 5:00 PM November 1, 1999. Appeals must Journal has been approved as a legal newspaper by order of the Superior Court of the be filed in writing together with the required State of Washington for King County. $75.00 application fee with: Hearing The notice in the exact form attached,was ublished in the South Count Examiner, City Renton,'15 South P y Grady Way, Renton, WA 98055. Appeals Journal (and not in supplemental form)which was regularly distributed to the subscribers to the Examiner are governed by City of during the below stated period. The annexed notice, a Renton Municipal Code Section 4-8-11B. Additional information regarding the appeal process may be obtained from the Renton Briere Creek City Clerk's Office,(425)430-6510. A Public Hearing will be held by the Renton Hearing Examiner at his regular as published on: 10/18/99 meeting in the Council Chambers on the seventh floor of Renton City Hall, on The full amount of the fee charged for said foregoing publication is the sum of$51.75, the November tar 1 Pla999 at If the00 EnM it consider r9 9 9 the Preliminary Plat. the Environmental charged to Acct. No. 80510 . Determination is appealed, the appeal will be heard as part of this public hearing. Interested parties are invited to attend the Legal Number 6732 public hearing. Published in the South County Journal October 18, 1999.6732 egal e , uth County Journal Subscribed and sworn before me on this 4)day of, , 19C --- <Q---T-D_J2,-v•----. Pr\-c- JA_6LAV— ' Notary Public of the State of Washington residing in Renton o`, a __ .'= King County, Washington • 4.1 �e��'p j;au�,,e0 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. BRIERE CREEK PRELIMINARY PLAT LUA-99-131,PP,ECF Proposed subdivision of a 3.68 acre site into 18 lots for single family homes. Location: 1944 Duvall Ave. NE. Appeals of the environmental determination must be filed in writing on or before 5:00 PM November 1, 1999. 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 Renton City Hall, on November 23, 1999 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: October 18, 1999 Account No. 51067 dnsmpub.dot STAFF City of Renton REPORT Department of Planning/Building/Public Works ENVIRONMENTAL REVIEW COMMITTEE A. BACKGROUND ERC MEETING DATE October 12, 1999 Project Name Briere Creek Preliminary Plat Applicant Briere Enterprises File Number LUA-99-131, PP, ECF Project Manager Lesley Nishihira Project Description The applicant, Briere Enterprises, is requesting Environmental (SEPA) Review and Preliminary Plat Approval for the subdivision of a 3.68-acre site into 18 lots suitable for the development of single family homes. The lots would range from 4,749 square feet to 19,794 square feet in size. The property currently contains five existing structures (2 residences, 3 accessory buildings)to be demolished with the exception of the residences, which are proposed to remain on lots 1 and 18. The project will require the grading of approximately 1,000 cubic yards of soil, as well as the removal of several trees, for the installation of street improvements and utilities. Access to the site would be provided by dedicated right-of-way directly off Duvall Avenue North. The proposed public street provides a connection to the abutting property to the south, which was recently subdivided into 12 single family lots (Briere Preliminary Plat, File No. LUA-99-003, PP, ECF). After the deduction of areas to be dedicated to public right-of-way, the proposal for 18 single family lots arrives at a net density of 5.8 dwelling units per acre. Project Location 1944 Duvall Avenue NE Exist. Bldg. Area gsf Approximately 4,308 sf(2 Proposed New Bldg. Area gsf 16 new single family existing homes to remain) homes Site Area 3.68 acres Total Building Area gsf N/A RECOMMENDATION Staff Recommend that the Environmental Review Committee issue a Determination of Non-Significance—Mitigated. ��p I ti . '— I_-1. L1.--1 Ii NE "�M1 23RD 9T. 7T 1._�s~ , a'� \11 SW� 4,� V�' 1; y i C , ta j 4 y 2'!Y, ST 2 .F➢ NE �./ 7 1 j6)Ft A�N�OdA.L 11 ?'3 „„ • J 'r I � � a,�yy' 4 i� DJV 4�6� �N E 215T PL ` h, a I I �.� 171 • �J i J .I B. 'M!E ,20TN 5T• ' ¢ N.E 19TN ST,:7 o 10. �O 4 r�' D !V, u. M n r . 1c R e�: 'I BITE,‘ :' y l. y 't • �g. M^ GI Nam: % 4i' G I. °':,µ, jd / ' N' p '• `p4Rk..q:°• NE .'Of; .1.1 sl :', I, WI F<o "-'J s i \.. f, Jvyh ' T r hf' 'p°e 'f"SJOSEPHry - _ I,>v.• N 'Az 4' � c ,$: ,�,+ 'Ay,',.. Q :i'o , i,-- i. ` k„ Q• .oa.�.mp.3-kAARi-ra ` l t-N o f �, r N E IBiN P T � �. - ':' ' H4 4, s' eoOS, (a,4° � l`WCil,. ' i� Nai4''. .,a .�,I EYS I)TN p' ] , . : Ts .,0 "11TR4CTS. W "+' p -l' sr K. r i"9 ..•v '�i.rfy -corn SE 101TN .Pt. i 4 $ t 1- t�'. .$. - YI; ''C1 SrA(DY yQ,NE ,ix II ,1 Nc _ r:25`" Project Location Map cw11 n y; II . cp,_~;� �€ 5,_ �vo .A C r'._.% ercrpt ;� s.R..9 s F C D' `�'I o rF 1 City of Renton P/B/PW Department Environm Review Committee Staff Report BRIERE CREEK PRELIMINARY PLAT LUA-99-131,PP, ECF ' REPORT AND DECISION OF OCTOBER 12, 1999 Page 2 of 3 B. RECOMMENDATION Based on analysis of probable impacts from the proposal, staff recommends that the Responsible Officials make the following Environmental Determination: DETERMINATION OF DETERMINATION OF NON-SIGNIFICANCE XX NON- SIGNIFICANCE-MITIGATED. Issue DNS with 14 day Appeal Period. XX Issue DNS-M with 14 day Appeal Period. Issue DNS-M with 15 day Comment Period followed by a 14 day Appeal Period. C. MITIGATION MEASURES 1. The applicant shall pay the appropriate Fire Mitigation Fee equal to $488 per new single family residence. The Fire Mitigation Fee shall be paid prior to the recording of the preliminary plat. 2. The applicant shall pay the required Transportation Mitigation Fee equal to $75 per net new average daily trip associated with the project. The Transportation Mitigation Fee shall be paid prior to the recording of the preliminary plat. 3. The applicant shall pay the applicable Parks Mitigation Fee equal to $530.76 per each new single family residence. The Parks Mitigation Fee shall be paid prior to the recording of the preliminary plat. Advisory Notes to Applicant: The following notes are supplemental information provided in conjunction with the environmental determination. Because these notes are provided as information only, they are not subject to the appeal process for environmental determinations. Planning 1. The completion of the street improvements for the Briere Preliminary Plat (LUA-99-003, PP, ECF), which abuts the southern boundary of the site will be required prior to the installation of improvements for the subject application, Briere Creek Preliminary Plat. In the event that the required secondary access to the site is not installed (via Briere Plat), the Briere Creek project will need to be redesigned to accommodate a fire turnaround pursuant to RMC section 4-6-060G. If the installation of improvements for the Briere Creek Plat proceed before the completion of the Briere Plat improvements, a temporary turnaround will be required. 2. A Forest Practices Permit from the Washington State Department of Natural Resources will be required for the harvest of timber associated with this project. Please contact David Weiss with the DNR at(360) 825-1631 for more information. 3. All construction standards listed under RMC section 4-4-303C must be installed and maintained during the preparation and construction of the site. 4. A demolition permit for the accessory buildings will be required for each individual parcel containing a building or buildings. The demolition permits will need to be issued, inspected and finaled before the plat can be recorded. 5. The proposed access and utility easement near lots 11, 12 and 13 would need to be included as part of a lot (or lots) in order to be considered an easement. The plans submitted depict the easement area within its own boundary lines, thereby creating an additional tract/lot. 6. Construction activities are limited to the hours between 7:00 am and 8:00 pm, Monday through Friday, and 9:00 am and 8:00 pm Saturdays (RMC section 4-4-030C3b). In addition, haul hours are limited to the hours between 8:30 am and 3:30 pm, Monday through Friday, unless approved in writing in advance by the Development Services Division (RMC section 4-4-030C2). Parks 1. Recommend the continuation of the 5-foot wide bike lane along Duvall Avenue NE. The bike land is to be striped and signed. Thirty-three and a half percent (33%Z%)of the value of the mitigation fee can be used to offset trail development. Fire Prevention 1. A fire hydrant with 1,000 GPM fire flow is required within 300 feet of all new single-family structures. If the building square footage exceeds 3,600 square feet in area, the minimum fire flow increases to 1,500 GPM and requires two hydrants within 300 feet of the structure. ercrpt City of Renton P/B/PW Department Environn f Review Committee Staff Report BRIERE CREEK PRELIMINARY PLAT LUA-99-131,PP,ECF REPORT AND DECISION OF OCTOBER 12, 1999 Page 3 of 5 2. An inter-tie must be provided between (proposed) NE 19th Street and NE 18th Street to the south. Plan Review—Sewer 1. This project is located in the Aquifer Protection Zone 2. 2. There is an 8"sanitary sewer main in Duvall Avenue NE. 3. A sanitary sewer main extension (minimum 8" in diameter) is required to serve this plat. 4. The sanitary sewer main location shown on the conceptual utility drawing needs to be modified. The construction timing of the adjacent plat to the south will determine the direction of discharge for the main for this plat. If the plat to the south is completed first then this plat(named Briere Creek)needs to extend the main to approximately 110' west from the location shown on the conceptual utility plan, install a MH then extend the main to the north property line to end in a cleanout. If the plat to the south does not develop at this time then Briere Creek will need to extend the main thorough the site as shown on the conceptual utility plan and extend the main as noted above and connect the new main into the sanitary sewer main in Duvall Av NE. The sanitary sewer composite utility plan as shown is not approved. 5. Please note that dual side sewers will not be allowed (proposed lots 11 and 12 need to have separate side sewers.) 6. A System Development Charge of$585 per each new lot will be required. The Development Charges are collected as part of the construction permit. Plan Review—Water 1. This site is located in the Aquifer Protection Zone 2. 2. This site is located in the 565 pressure zone. 3. There is a 12"watermain in Duvall Av NE. 4. The applicant is responsible for connecting to the 12"watermain in Duvall Av NE, installing a minimum 8" watermain to the east into the plat and then extending an 8"watermain to the south property line and connecting to the watermain on the south side which is the watermain proposed by the adjacent plat to serve the new lots. The conceptual water utility plan appears to be in order once modified with additional hydrants. 5. Any new construction must have a fire hydrant capable of delivering a minimum of 1,000 GPM fire and shall be located within 300 feet of the structure. This distance is measured along a travel route. Additional fire hydrants will be required as a part of this project to meet this criteria. 6. A Water System Development Charge of$850 per each new lot will be required for this project. The Development Charges are collected as part of the construction permit. Plan Review—Drainage 1. There are storm drainage facilities in Duvall Ave NE. 2. A storm drainage report was submitted with the formal application and it appears to be in order. 3. A 15' easement to the Plat homeowners association needs to be established between lots 8 &9 for maintenance purposes. The easement should prohibit fences and rockeries. 4. A Surface Water System Development Charge of$385 per each new lot applies to the proposed project. The Development Charges are collected as part of the construction permit. Plan Review—Street Improvements 1. The new internal streets for the plats must be improved with curb, gutter, sidewalk, paving, street drainage and street lighting. The pavement section must be a minimum of 32 feet in width, with a minimum thickness of 4" asphalt over 6"crushed rock. 2. The project will be required to install curb, gutters and sidewalks for future road and a 5-foot bike lane in Duvall Av NE. 3. Street lighting is required to be installed for this project. 4. All new electrical, phone and cable services and lines to the plat must be undergrounded. Construction of these franchise utilities must be inspected and approved by a City of Renton public works inspector prior to recording of the final plat. 5. The project will be required to dedicate additional right-of-way on Duvall Av NE. Plan Review—General 1. All required utility, drainage and street improvements will require separate plan submittals prepared according to City of Renton drafting standards by a licensed Civil Engineer. 2. Permit application must include an 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$100,000 but less than $200,000, and 3% of anything over$200,000. Half of the fee must be paid upon application for building and construction permits, and the remainder when the permits are issued. There may be additional fees for water service related expenses. See"Drafting Standards." Property Services 1. Comments will be forwarded to the applicant under separate cover. ercrpt City of Renton P/B/PW Department Environn I Review Committee Staff Report BRIERE CREEK PRELIMINARY PLAT LUA-99-131,PP, ECF ' REPORT AND DECISION OF OCTOBER 12, 1999 Page 4 of 5 D. ENVIRONMENTAL IMPACTS In compliance with RCW 43.21 C. 240, the following project environmental review addresses only those project impacts that are not adequately addressed under existing development standards and environmental regulations. (1) Earth Impacts: The subject site is relatively flat, with gentle slopes to the north and east. Slopes of approximately 25% are located along the eastern property line. The site is vegetated with a mixture of brush and small to medium trees. According to the applicant's land clearing and tree cutting plan, the development of the site would require the removal vegetation throughout the central portion of the property, including approximately 120 trees (fir, maple, cedar, and alder)ranging in size from 10-inch to 24-inch caliper. Several trees along the outer boundaries of the property are to be retained. The proposal requires grading activities estimated at 1,000 cubic yards of material for the construction of the public roadway, building areas, utilities and street improvements. Additional grading may occur on individual building pads as the homes are constructed. In order to reduce the potential for erosion and control sedimentation during the clearing, grading, and construction of the site, the applicant will be required to implement temporary erosion/sedimentation control measures as required by RMC section 4-4-030C. Mitigation Measures: No further mitigation recommended. Nexus: Not applicable. (2) Water Drainage Impacts: A Technical Information Report prepared by Pacific Engineering Design, Inc., dated September 3, 1999, was submitted with the application. According to the report, storm water on the site sheet flows to the north and east. There are no surface water bodies or wetlands on the site. The site is located in the Aquifer Protection Area Zone 2. After the proposed development is complete, approximately 45% of the site will be covered with impervious surfaces. Surface water runoff is proposed to be collected in a series of catch basins and conveyed through an underground pipe system to a detention vault located on the northeast corner of the site near lots 11, 12 and 13. Water will then be treated by biofiltration within an on-site drainage easement before discharging to a natural drainage course, which flows to the south. The proposal would discharge the domestic sewage from the homes to existing mains and is, therefore, not anticipated to impact the Aquifer. Mitigation Measures: No further mitigation recommended. Nexus: Not applicable. (3) Fire Protection Impacts: The proposal will result in the construction of eight new single family residences. Future residents will potentially have need for emergency services which will impact the City's Fire Department. In order to offset the impacts associated with new development, all new residential construction is subject to a Fire Mitigation Fee. The fee is based on a rate of$488 per new single family residence with credits given for the existing homes. The Fire Mitigation Fee is estimated at$7,808.00 ($488 x 16 new homes = $7,808.00). The Fire Mitigation fee is payable prior to the recording of the short plat. Mitigation Measures: The applicant shall pay the appropriate Fire Mitigation Fee equal to $488 per new single family residence. The Fire Mitigation Fee shall be paid prior to the recording of the short plat. Policy Nexus: Environmental (SEPA) Ordinance; Fire Mitigation Fee Resolution and adopting ordinance. ercrpt City of Renton P/B/PW Department Environn I Review Committee Staff Report BRIERE CREEK PRELIMINARY PLAT LUA-99-131,PP, ECF • REPORT AND DECISION OF OCTOBER 12, 1999 Page 5 of 5 (4) Transportation Impacts: The proposed plat would result in increased traffic trips on the local road system as a result of the initial construction of the project, as well as future residential traffic associated with the completed development. Existing code provisions requiring an approved construction mitigation plan, including haul routes and hours, would mitigate potential short-term impacts from the construction phase of the project. In order to address the development's impacts to the City's transportation system, the proposal is subject to a Transportation Mitigation Fee. The Transportation Mitigation Fee is based on $75 per net new average daily trip associated with the project. For the proposed development the fee is estimated at$11,460.00 (9.55 trips x 16 new homes = 152.8 trips x$75 = $11,460.00)and is payable prior to the recording of the short plat. Access to all lots, with the exception of lot 1, would be via an extension of NE 19th Street through the center of the plat. Lot 1 would continue to use the existing driveway off Duvall Avenue NE. At the southeast boundary of the property, the public road would connect to the abutting plat as Elma Avenue NE. In addition to the dedications required for NE 19th Street and Elma Avenue NE, the applicant would be required to dedicate additional street frontage along Duvall Avenue NE. Full street improvements, including curb, gutters and sidewalks, are required along all rights-of-ways. A 5-foot bike lane is also required as part of the necessary street improvements. Mitigation Measures: The applicant shall pay the required Transportation Mitigation Fee equal to $75 per net new average daily trip associated with the project. The Transportation Mitigation Fee shall be paid prior to the recording of the short plat. Policy Nexus: Environmental (SEPA) Ordinance; Transportation Mitigation Fee Resolution and adopting ordinance. (5) Parks and Recreation Impacts: The development of the site with sixteen new single family residences would impact existing and future park and recreational facilities throughout the City. Therefore, a Parks Mitigation Fee based on $530.76 per new single family residence with credits given for the existing homes is required. The Parks Mitigation Fee is estimated at $8,492.16 ($530.76 x 16 new homes = $8,492.16)and is payable prior to the recording of the short plat. Mitigation Measures: The applicant shall pay the applicable Parks Mitigation Fee equal to $530.76 per each new single family residence. The Parks Mitigation Fee shall be paid prior to the recording of the short plat. Policy Nexus: Environmental (SEPA) Ordinance; Parks Mitigation Fee Resolution and adopting ordinance. 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 November 1, 1999. 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 POR. NE 1/4, SW 1/4, SEC. 3, TWP 23 N, RGE 5 E., W.M. ;11 FOUND 2'BRASS DISC BA. C 12F-98 GB CUE T B E ®r 'I111 . IN CASE Al T.2'DOWN TOTAL AREA-l.68 AC OR 160,J76 M N0459'I2'E _ 'L �7i1I IN CASE AT 0. NE 1157 ST M t OUVALL AVE N E.-� PROPOSED 0 OF LOTS.I8 CENTERLINE Cr DUVALL AVE.N.E. CI }-eTl1'19' C9 } 1• CI7��8859'SJ' 1,1m4' 2-24-98 ZONING Re R-25.00' R- 30.00' �, 4 5AM I DENSITY. 18 LOTS �n� • 21' 1 T( TOTAL AREA(AC) Cltt OF RENTON C2 f-006'11' CIO f.107i'JO' C18 }.ee79'S!' �''}RIM ELEv•426.56 ( -AREA R/W(AC) R-15.00' R.475.00' R-2S00' J'!G `CR ?�' CTR C19L-41205 8•PVC E.5 CONTOUR INTERVAL-2' L•40.3J' L.76.84' L-38.8J' - ,,ORAL �W��_ -� :I -5.34 DU/AC n'i "'TTT��1 A -Il .- I \S'+LWCJ 1,10700' CII 2.0412.53' C19 }-e869b!• s .bl PROPOSED AREA OF LOTS Itv+a MAY 6.2001 _ RIM ELEV •26.•8 L-72320' R.77S 00• R-7S00' _ n. _1 II I IOT AREA trait CITY OF RENTON'BM I841• _; CTR CHNL-412.28 8'PVC N,W l07 4 FOUND 2'LP.FILLED NI1M CONCRETE WIN TACK W MON CASE L-71.J2' l•2759' L-I16.30' I I9794 AT WMX OF SUNSET BLL9.SE.AND DUVALL Alf.SE. C4 }-1071'J0- C12 T- d-.'"-'I F t .f 2 7,714 ELEV.409.38 R•J7500• R-J75.00•' C20 R-750074• y -`_Q17 PACIFIC ENONEERING DESIGN INC. J 7,972 TBM-A SET CH1SLED SWARE AT NW COR OF CONC.PAD UNDER L-67.e0' L•.T9.23' l-T1.13' T. .J _,.may- I 4800 SOUTH 1881H ST,SUITE 360 4 5,570 PONCA XFR ON N.SIDE OF N.E.IB7M Si. 1ft.I '71. ' I 1 SEATTLE,WA.,431- 5 4,749 E{[V-42SK CS T•1071'JO' CO }.10'1711' C2I -7500'09' M,L , PHONE:(106)UI-7970 6 4,749 .1 / T}t'� • mi 1 7 6.056 1BN-8 TOP OF ISM'REBAR AT YOT S'ON SOUTH f R-J13.00' R•11300' R-7S 00' y 8 6,036 ELEV.111.1E l•67.e0' L•73.1I' t-7846' q•- , TRIAD ASSOOA YES 9 6,041 CO T.0254.40' C14 }- . A:T. -- 11814 1151M AYE.M.E. 10 6.036 R•37500' R.O3 00' C22 R-7S00.10' ^ a I • j�7' 'N l 4 - A KWKLMO,wA.,9E0l1 it 6,036 10/S A AND N OF ROBERT E.PEIEi SHORT PUT,RECORDED N L-IA03' 1-21.66' L-1l.79' Y l�`.-'tg -- L.l`x _.O. .. J� PHONE(115)8T1-8446 13 16 BOOK IIS OF SURVEYS PAGE 169.RECORDS OF KING COUNTY. 7 ,,�.4t4f} C7 1-0776'30' CIS f•06'43'04' L 7C to "4"C5 7I' ,• N ON?Ift3ie 14 3,389 BEINGWASHI A SHORT ON R-l7S00' R-42S00' I- \/ N IY - [T,�i .5• - IS 5,654 BEING A SHORT PUT OF TRACT 1,JOSEPH P.MARSHALL TRACTS X +,. ..1 BRIERS ENTERPRISES I6 5,966 ACCORDING TO DIE PUT THEREOF.RECORDED W VOLUME JB C1� L-18.75 L••'A W' I � `"`� 1 i 1' 1944 DUVALL AVE.N.E. 17 6,363 PUTS,PAGE 30.RECORDS OF KING COUNTY,WASHINGiDI1. C16 f-0071.6' • y� � �'�1, RENTON,WA,98059 lE Q189 IOCLTHER NTH L07 1 OF FRAN BRIER SHORT PUT RECORDED IN J Z fi'' -: 1 ,58 I, PHONE:(123)128-)I70 BOOK ID OF SURVEYS,PACE 250,RECORDS OF KINCCOVNtt, R.42300' O ��j - d TOTAL LOT AREA IJ4.297 WASHINGTON BEING A SHORT PLAT OF A PORROV OF TRACT 2, L•29E' a. R .9„ CO TOTAL R/W AREA 26.079 .OSEPH P.MARSHALL TRACTS ACCORDING TO THE PLAT (y� RIM ELE/•42538 PERCENTAGE ROADWAY•16.26X THEREOF,RECORDED W VOLUME 38 OF PUTS PAGE 30. tRLFF�f1�3Fa' SSMH 1e RECORDS L1�KING COUNTY,WAS/i1NG10N. V/I ELEv.126.29 I 14 R.42}.86 8'CONC W PT COMPOSITE PLAT MAP 2 CM CNNL•AI126 8-PVC N.S IPA P2 70(0 0/TE UTKITY PLAN R] P3 TREE LVTTIMG/LAND CLEARING PLAN CB RIM ELE,,-426.43 FOR LOCAnoNs OF SERER,WATER AND STORM P4 NEIGHBORHOOD DETAIL MAP W RIAI ELF'I.12578 , W42}.77 8-CONC.F .i DRAINAGE SEE SHEET P-2 'Z CO iE-42I6T IYCONC.NW \ 3"4 IE•42346 12'CONC 5 U1 if-•']" 40 0 20 40 80 • r E.42263 IS-CONE 5� '6 .": m-` EXIST PRP/ATE ROAD 15'STORM DRAINAGE 12'Cau:. .. Z ., IN ': ESMT FOR B/OSWALE `-i ^� a lu NO I'BRASS MC - II_ N 14 �:T- CRA'AL ROAD P O P- IN TOP CONC MON + .. --P-" ,y P ns�eI_v. a'DOOM AT Ml%UHF I I '-R _ 1--JY -'_-----P_-_---_-' �iLIYERi SCALE. 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I ; 1= H 1j� I r-\ I 1 I I - r V1 O W1 8 •O ;\ \ �_ SHEET REVISION SHOP.44 1 I I 4,749 sq.ft. K, 1,;,.N,' oAFTER DEDICATION I. ' Q I - I 1 I L- I ? h- h` 6,036 sq./t. h1 `\ \,Q 55MN I Id 1I I11 III I;�-__ J .' I�• \ L\--=r2¢7r�__J 1 R A 1 \\ \Q RIM ELEA,424.17 ,., J ,h£A1<r (EX.HOUSE) 1 1 I r---"--, I Q O - �- ""�- Gra CIWL•+o9 7o e'D.c 9 5 �. I a - TO REMAIN 1 I \' c I lb I I I 1 _ 9943PED.DWG I I i I ---- I 1 - g : ! c t i ---I L'..� TJ I� 6 ` I o <;. . I. I 7 1 ' :NL /:' 1 _.______ 14J.05' , IN D iREPA•N 4,749 A. W d I W .Y 50.00' 24 99' 25.0/• ,< L- 1-'1-L. I �n I 61036 sq.R i -rag. R_- P ,. Ill h(( I N BTJS'19'W 218.04.' _ 95.170 -'I 1 25 Z� ,l L.- p III 1 4c D r�-I� 1 / '� N 87'J5'18 W.290.76' 20 73' --I" i ~ I ,I„N. I I /CNC1.GOPHER .� `\ - 1 - L II�JII �I , (O 3/ a/t -- `.-FOJNI,1/i REBAR'7 , 1- 1 \ I \ ) _ \ [/ (c c9•W) . / 1 _2 I-- 1`I 1 \ I _ \�fn'7 1 I 1 II:1i I PROP.CON. .•.....� '�/ n(;(f•BLIIERATE01 . ,, I _ _ 'I 1 I _ �J /61 1. I I PACIFIC ENGINEERING DESIGN INC. CIVIL ENGINEERING AND 1 PLANNING CONSULTANTS . .. • • • • ,...... , c•3/, 441- ;''.ii•IkL ' ., POR NE 1/4, SW 1/4, SEC 3, TWP 23 N, RGE 5 E., N.Y. Kit 141/i •.••• '4' t.m., „ Ati lir. ,:::::A It.,...,. ;2 1 i c, R.SP.•426.4.1 EDS t.PREe:TE1P0A0.u2.1.STO::RWOTRDE___ ... , .._____j. •Wia• "' ' ROM ce ,..•••H w••••.,• el low,. WY E.awn I;F:i'fif lea r-, \•D f:• ..4 I „,e MIT FOR, SPOSIVALEI nie:E:i w ' WII _ --o--•-__ ____ - I I lit- . ___, Er_/- _L e • le 1 I 18 II ill 17 ll ll 16 I il 16's it i 14 II. /3' n:".V.--- - --, N•••• -a•es r , Erg ir I •I I. ,, :...'L..I L-ef.2-'-%.-1 ..•--•.,..'"...,‘'‘I\ ... It I ' I 1 I 1 •'/-- 12' ,f,:cSk\ t•70,I.+•.5 55 •I• :4 I I I. I a I I I• I I t), C-422 43 OTC.x il MANAGE EMIT 'E I I _--N 1 II I T e '". 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JCIC,..3: '' Er'.• ' ----—___., --. f PIMP.TEE w/GA lE VAL K DRAWN BY •' T'; • PROPOSED EIRE HYDRANT 00-01-99 • , ,1 ; •4 Ail ' ..• -1••• "..„ ... ,- I 1 * I \ ; --\--• , .4. • 4 \ • • ' 11{ PROPOSED 1175•FEND ISSUE PATE ' • . '' ' it ' I\\ : \ , - .- ••,.:....ay Dow 00 Cr MO . PROPOSED WaTARE SERER _41110...__-PROPOSED WIWI'SEDER SHEET REVISION ii„ /I'''I '•s..,\ ‘•.", • ; :ilt'_.i,„ WAKED WIN PLOW ARR.'II ill 1 ' ., ' ' -''',•, ) , 1 1 , ', 1 ' • \ '-- - PROPOSED SlORY SERER 90•30.0.04410 i ,__._ •• ''• ___......._PROPOSED STORN SERER Cree C.14 • •00.11 1.1.1. ; .4,,.... • "--- '. (EWE O W/ELOW ARROW Ilt-if\ ' ' 1 ' . ! ___.,' -.__ ..N..‘,. -•,, --_ ,!I ' ,,,_‘._ -.- --______L-,,,,,- -.- yo.:' PROPOSED STERN EASIENT l /REPOSED LIGHT POLE pp 2 ,.._„,„_,,,„_,_._7_;;_____‘._ . _, _,, i,,,,,,. .,, .1 i . _. A', , •, i ,, , .__., RONA 44,1 C. :'.0 P.-4r*"""* I C=I D--% ,--- --9 CIVIL ENGINEERING AND 1—ACIFIC ENGINEERING DESIGN INC. . , PLANNING CONSULTANTS I • • • if I• P0R NE 1/4, SR 1/4, SEC. 3, TWP 23 N, RGE 5 E, W..N. '�FyBo TREE alrr,DG/{ANO CLEARING YLL BE PERRI,.uNnl THE PR[Oiw,NARY PUT RAS BEER OM[re[AOY1�II 1.�,/.I'1 APPRovAt er ME an(RENr°v wuw°P,w CROMANCE.-.-Togo •f- _,\ I �_ YI an mom ri YI �pi � y w I -� /,T EnSr Me�vA[E RC•C IB'STfMY alAYA(Z - Wr 4]OmowY�M•:e P•[ i f I-_'-_ S==--�,.�p-- xE Noon Rlwr -— - ESYr ra+aoswAEE' NOV ro eEOROPv 8Cu.E ��e:a,".�'.K,, liii yea._ ;pMm.-- -xixi, woo• �'Y-�rn•u•. ....eB'-•'-`—• -— �.i_�---,• ----" 7 _ 'U wao' v.�..-• r• � � - - s>•_ y, EME ai a ' a ` _yL,�.,'• ., TREES TO BE SAVED11 9;i '• M 1 r (4 Z: O "'-r p I '' ' \ TREES SMM[SOLW ME TREES I wIll �_^' ry' • �' rL_�SO TO/ 'AD 4Y2Q �'.' MAI WY BE ABLE TO BE SAVED ! ^%I�I 1 —_i1 j\�I. !/, - I I • �6 i - t. r• BASED ON TREPREES SAIWRY GRADING vARr - C `Y Lp 11••44nUn1)I,,,`Ej I I+t —110)]•Afsl 'DRAwuGE CSYI ALL OI ER TREES ARE TO BE REYONED. •�-- �. ACTUAL 1REE5 SAND NAY vARY li '•{ I IL D SY CONSMNO ON CONSIRK ORR '\ µ.a[- 'Jr,: .eY Jt{� .. LLL O E '�I 8 8 11 i S'�• awsmwrs N°r YET END.N. 4 -o, I ,.. - .8 PAP 4223 •.\1 I- `1 3 >. °`•••••'• r-.- _ ' 4`\ oo - •� "77�r. a , ._—�� �I4•\-St PAD LLErArwNs SRO.ARE RREURN•wr yaya I As— ' iY.- ! �-4.wyo r� z� Y F� a`�•F t---_�n ss x E n w nN R 1'\ !T IP al�E 1 . iq 0•^'"� � ��I � # }ems• olg , ry !y E s C PRONE[r LINE' I 12Yz' o .. �i�- L/W�i K +'�4i •Irlli���-.. T. 'St TAP,IPII.6 8 0 BEFORE DED�CAROw -_ 2 w M.iJ' •:,4\ 3 R r5'1 EQS DR SWALE ° I F zzz. y B `� .. �, -- _r'! ear FOR aoswur a III s9• 1 R. l PAP AIT23 8 • �; I I. 1 12 0 »e°'_ 1 Ix Two-4225• . '. �' �� I L 1 II, ii..' a I - _-_'__1 __ 1z0.)J' ' • EAST •iro Y DRzAGE i S. 6 nl ,I$ - :i � E41) BWSWAtE u PRapDSED WARTY I > "'� °� _ i8 S -8, 8 8 IAl ° AFTER DEDICATION I ` DI r= I a -„I L PAD 4130t. �!•� PAP 4?2J " I. I� —r10,3� rt o Q.. 4 1111ipAII.•.a.. [s it'PAD.�44621s : I J - Ifl .r-- ORA 1 kr', '�'+9�'ye�•81 PAP 422° ' • IL _. r.ioe• • o ,4,' t 44 1; .a.w. :.>F 7a I.8 _M�r W a N er3s'r9•.W MEN' a v 1 •rzaz 1/41 + f ��q fSsre -T. t w J ui LIJ IE a.• i. �I 1 t ` W OR t I i-41i _ _ �� = y� �- �'JiH _ LEGEND LL (0 I , V --_ a_ �-r_-_�.i i > I' ; [,tom...- e I I EA51YG ROADiYAY CO Jl Ec � =�1 I//� ` I 1 1.2.09)ROADWAY �// . 1 ' l...os e. a I I 1 PROPOSED SWEWAEX 00-43 � � 3 .I. _• --=T�— _- L 7, � i __._..._PROPOSED WA RR pogo...NO II I 1.�__yr\ \-f •-\I \ PNOP.TEE./GATE VALVE DRAWN L . , •`\ F i• • PROPOSED PRE 1YDRAN1 r', • I t > — PIPOPORD Ir73'BEID00-0}•g0�r [\ ` —PRO°OSLD 54arARr SEKR ATC.1 .-.. x —IRO^OSED Sw IARY SExCR t I .. '\- •`\_ }__ __.___( �A �- YAMIOIE YDI ROW ARROW er[.[.R[NIYO•I `e '. PROPOSED STORY SEWER . 1 CB 99.y[°°WG PROPOSED STORY EASYENT / L•5-\--- _ PROPOSED ENi[r POLE D ,0 PACIFIC ENGINEERING DESIGN INC. o civil ENGINEERING AND PLANNING CONSULTANTS WASHINGTON STATE DEPARTMENTOF Natural Resources JENNIFER M.BELCHER Commissioner of Public Lands DATE: October 5, 1999 p ppMNN11Ca CITY OENTpLAF RENTON TO: Ms . Lesley Nishihira OCT i 11999 Project Manager 1055 Grady Way RECEIVED Renton, WA 98055 FROM: David John Weiss Resource Protection Specialist South Puget Sound Region SUBJECT REVIEW OF: Briere Creek Preliminary Plat ACTION SPONSOR: Briere Enterprises PROJECT: Timber Harvest/Conversion [] We do not have an interest in the above project and have no comments on the proposal. [X] We do have an interest in the above project and wish to make the following comments: A *forest practices permit will be required for the harvest of timber associated with this project. cc: Dave Dietzman - SEPA Center - DNR SEPA#: 017196 SOUTH PUGET SOUND REGION 1950 FARMAN ST N I PO BOX 68 I ENUMCLAW, WA 98022-0068 FAX:(360)825-1672 I TTY:(360)825-6381 I TEL:(360)825-1631 Equal Opportunity/Affirmative Action Employer RECYCLED PAPER 45 CITY OF RENTON PLANNINGBUILDING/PUBLIC WORKS MEMORANDUM DATE: October 11, 1999 TO: Lesley Nishihira FROM: Sonja J. Fesser SUBJECT: Briere Creek Plat,LUA-99-131,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: Note that City of Renton Mon#1841 has no horizontal component. A tie to another horizontal City of Renton Survey Control Network monument is needed. Note if the large workshop,detached garage and storage shed are to remain or be removed. Note the overall dimensions of the subject property, including that portion adjoining Duvall Ave.NE that is to be dedicated for right of way. Information needed for final plat approval includes the following: Note the City of Renton land use action number(LUA-XX-XXX-FP)and the city's land record number(LND-10-0346)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 is different from the preliminary plat, and is unknown as of this date. The geometry will be checked when the ties have been made. Provide plat and lot closure calculations. Note all existing easements, agreements, covenants, etc., if any. Include the King County recording numbers. Note discrepancies between bearings and distances of record and those measured or calculated, if any. \\TS SERVER\SYS2\COMMON\H:\FILE.SYS\LND\t0\BRIERECK.DOC ` October 5, 1999 Page 2 Include a statement of equipment and procedures used, per WAC 332-130-100. Complete City of Renton Monument Cards,with reference points for all new right-of-way monuments set as part of the plat. 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. Indicate what is set at the corners of the lots. Note if the adjoining properties are platted(give lot number and plat name)or unplatted. Required City of Renton signatures 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. Because this property is located within Zone 2 of Renton's 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 City Clerk's office 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. The new easement(access and utility), shown for the benefit of future owners of Lots 10 and 11, is not an easement until such time as ownership of the lots affected are conveyed to others. The conveying document will need to include a statement about together with and/or subject to specific easement rights. Also, add the following Declaration of Covenant language on the face of the subject drawing, if the previous paragraph applies: DECLARATION OF COVENANT The owner of the land embraced within this long plat, in return for the benefit to accrue from this subdivision, by signing hereon covenants and agrees to convey the beneficial interest in the new easement shown on this long plat to any and all future purchasers of the lots, or of any subdivision thereof This covenant shall run with the land as shown on this long plat. Fee Review Comments: The Fee Review Sheet for this preliminary review is provided for your use and information I • PROPERTY SERVICES FEE REVIEW FOR SUBDIVISIONS No. 99 - o42. . APPLICANT: 13M11tnf=r , WILLJtl4.A, RECEIVED FROM (date) JOB ADDRESS: IQ4.4. 'PL..1VALl. AWE". I.1 WO# 7858 NATURE OF WORK: IS 1�1,.IG, ,�,�� ( "I G1 1G) LND# Ip' 0 344� PRELIMINARY REVIEW O SUBDIVISIO BY L NG PLAT, NEED MORE INFORMATION: 0 LEGAL DESCRIPTION SHORT PLAT,BINDING SITE PLAN,ETC. 0 PM#'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# 31 a97O—(DOI O NEW KING CO.TAX ACCT.#(s)are required when .. C17 15 assigned by King County. It is the intent of this development fee analysis to put the developer/owner on notice,that the fees quoted below may be applicable to the subject site upon development of the property. All quoted fees are potential charges that may be due and payable at the time the construction permit is issued to install the on-site and off-site improvements(i.e.underground utilities,street improvements,etc.) Triggering mechanisms for the SDC fees will be based on current City ordinances and determined by the applicable Utility Section. Please note that these fees are subject to change without notice. Final fees will be based on rates in effect at time of Building Permit/Construction Permit application. ❑ The existing house on SP Lot# ,addressed as has not previously paid SDC fees,due to connection to City utilities prior to existance of SDC fee Ord. SP Lot# will be subject to future SDC fees if triggering mechanisms are touched within current City Ordinances. ❑ We understand that this subdivision is in the preliminary stage and that we will have the opportunity to review it again before recordation. The following quoted fees do NOT include inspection fees,side sewer permits, r/w permit fees or the cost of water meters. SPECIAL ASSESSMENT DISTRICT PARCEL METHOD OF ASSESSMENT ASSESSMENT DISTRICTS NO. NO. ASSESSMENT UNITS OR FEE Latecomer Agreement(pvt)WATER Latecomer Agreement(pvt)WASTEWATER Latecomer Agreement(pvt)OTHER S ectal Assessment District/WATER 921E71 Wy 94.11 $256.0o ut.t la 34,5045-�' 3pectal Assessment District/WASTEWATER . - 7,G.4.0•got 114T. Joint Use Agreement(METRO) Local Improvement District Traffic Benefit Zones $75.00 PER TRIP, CALCULATED BY TRANSPORTATION FUTURE OBLIGATIONS I I SYSTEM DEVELOPMENT CHARGE-WATER 0 Estimated #OF UNITS/ SDC FEE 0 Pd Prey. 0 Partially Pd(Ltd Exemption) 0 Never Pd SQ.FTG. Single family residential$850/unit x la • 13,tfl0).00, 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) 11J' Never Pd Single family residential$585/unit x 1$ * lo) 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 ❑ Estimated 0 Pd Prey. 0 Partially Pd(Ltd Exemption) if Never Pd Single family residential and mobile home dwelling unit$385/unit x 1 a 4, G, 1( O.Od All other properties$0.129sq ft of new impervious area of property x (not less than$385.00) Q PRELIMINARY TOTAL $ ' LYE/ " 10/1 V99 Signatur f Reving Authority DAT w �n n ❑ *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. ❑ Current City SDC fee charges apply to t1 fD r- m c:/template/feeappl/tgb EFFECTIVE July 16, 1995/Ord.Nos.4506,4507,4508,4525, and 4526 0 • • City of Renton Department of Planning/Building/Public Works ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET REVIEWING DEPARTMENT: P(av\ ReVt1 _ toa COMMENTS DUE: OCTOBER 7, 1999 APPLICATION NO: LUA-99-131,PP,ECF DATE CIRCULATED: SEPTEMBER 23, 1999 APPLICANT: William &Terri Briere PROJECT MANAGER: Lesley Nishihira PROJECT TITLE: Briere Creek Preliminary Plat WORK ORDER NO: 78581 CITY OF Rmkrrr.*t PI— LOCATION: 1944 Duvall Avenue North SEP) 74 90c' SITE AREA: 3.68 acres BUILDING AREA(gross): N/A SUMMARY OF PROPOSAL: The applicants,William and Terri Briere,are requesting Environmental ( j�iranf($reliminAry Plat approval for the subdivision of a 3.68 acre site into 18 lots suitable for the development of single family homes__.—'' 1 e rro`?itel would range from 4,749 sq.ft. to 19,794 sq.ft. Access to the site would be provided by dedicated right-of-way(NE 19` Street)directly off Duvall Avenue North. The property currently contains five existing structures with the two residences to remain on Lots 1 and 18. The project will require the grading of approximately 1,000 cubic yards of soil, as well as the removal of trees for the installation of street improvements and utilities. 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 40 1 I Cii•jad l/1/ 12-14•-4). • 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 itional information is eeded to properly assess this proposal. i1 - ea ,2g . t 11 � Signature of Director or Authorized Representativ Date routing Rev.10/93 • City of Renton Department of Planning/Building/Public Works ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET REVIEWING DEPARTMENT: attlittc I L kw ie, COMMENTS DUE: OCTOBER 7, 1999 APPLICATION NO: LUA-99-131,PP,ECF DATE CIRCULATED: SEPTEMBER 23, 1999 APPLICANT: William &Terri Briere PROJECT MANAGER: Lesley Nishihira Of7v•. PROJECT TITLE: Briere Creek Preliminary Plat WORK ORDER NO: 78581 `I LOCATION: 1944 Duvall Avenue North •c .. } SITE AREA: 3.68 acres BUILDING AREA(gross): N/A ;9gt �6o SUMMARY OF PROPOSAL: The applicants,William and Terri Briere,are requesting Environmental (SEPA)rn6 rr, nd Preliminary Plat approval for the subdivision of a 3.68 acre site into 18 lots suitable for the development of single family homes. 4-fbtdk ��ss would range from 4,749 sq.ft.to 19,794 sq.ft. Access to the site would be provided by dedicated right-of-way(NE 19' Streetrdl off Duvall Avenue North. The property currently contains five existing structures with the two residences to remain on Lots 1 and 18. The project will require the grading of approximately 1,000 cubic yards of soil, as well as the removal of trees for the installation of street improvements and utilities. 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 C. CODE-RELATED COMMENTS jet 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 ne d to properly assess this proposal. d ( Signature of Director or Authorized Representative Date routing Rev.10/93 i City of Renton Department of Planning/Building/Public VvorKs ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET REVIEWING DEPARTMEN � d�1G�V1 COMMENTS DUE: OCTOBER 7, 1999 APPLICATION NO: LUA-99-131,PP,ECF DATE CIRCULATED: SEPTEMBER 23, 1999 APPLICANT: William&Terri Briere PROJECT MANAGER: Lesley Nishiltilyay PROJECT TITLE: Briere Creek Preliminary Plat WORK ORDER NO: 78581 OF Dr- PROJECT Ri ON LOCATION: 1944 Duvall Avenue North 'Fp Z 3 SITE AREA: 3.68 acres I BUILDING AREA(gross): NabkVtrii SUMMARY OF PROPOSAL: The applicants,William and Terri Briere, are requesting Environmental (SEPATr 4 eani nd Preliminary Plat approval for the subdivision of a 3.68 acre site into 18 lots suitable for the development of single family homes. ° sizes would range from 4,749 sq.ft.to 19,794 sq.ft. Access to the site would be provided by dedicated right-of-way(NE 19` Street)directly off Duvall Avenue North. The property currently contains five existing structures with the two residences to remain on Lots 1 and 18. The project will require the grading of approximately 1,000 cubic yards of soil, as well as the removal of trees for the installation of street improvements and utilities. 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 i 14,000 Feet B. POLICY-RELATED COMMENTS C. CODE-RELATED COMMENTS j " a la-ciazAl 71-r I-J ---)---"-0- We have reviewed this application with p rticular attention to those areas in which we have expertise and have identified areas of probable impact or areas where itional inform ion is e ded to properly assess this proposal. �J t C`1 l / % Signature of Director or Authorized Representative Date / routing Rev.10/93 CITY OF RENTON MEMORANDUM DATE: October 7, 1999 TO: Lesley Nishihira FROM: Arneta Henninger X7298 ()(... SUBJECT: BRIERE CREEK PLAT APPLICATION LUA 99-131 DUVALL AV NE & NE 19TH ST I have reviewed the application for this 18 lot plat located in the general vicinity of NE 19th St and Duvall Av NE in Section 3-23-5 and have the following comments: SEWER: • This project is located in the Aquifer Protection Zone 2. • There is an 8" sanitary sewer main in Duvall Av NE. • A sanitary sewer main extension (minimum 8" in diameter) is required to serve this plat. • The sanitary sewer main location shown on the conceptual utility drawing needs to be modified. The construction timing of the adjacent plat to the south will determine the direction of discharge for the main for this plat. If the plat to the south is completed first then this plat (named Briere Creek) needs to extend the main to approximately 110' west from the location shown on the conceptual utility plan, install a MH then extend the main to the north property line to end in a cleanout. If the plat to the south does not develop at this time then Briere Creek will need to extend the main thorough the site as shown on the conceptual utility plan and extend the main as noted above and connect the new main into the sanitary sewer main in Duvall Av NE. The sanitary sewer composite utility plan as shown is not approved. • Please note that dual sideseweres will not be allowed (proposed lots 11 and 12 need to have separate sidesewers.) • System Development Charges of $585 per each new lot are required. The Development Charges are collected as part of the construction permit. "•� BRIERE CREEK PLAT APPLICATION October 7, 1999 Page 2 WATER: • This site is located in the Aquifer Protection Zone 2. • This site is located in the 565 pressure zone. • There is a 12" watermain in Duvall Av NE. • The applicant is responsible for connecting to the 12" watermain in Duvall Av NE, installing a minimum 8" watermain to the east into the plat and then extending an 8" watermain to the south property line and connecting to the watermain on the south side which is the watermain proposed by the adjacent plat to serve the new lots. The conceptual water utility plan appears to be in order once modified with additional hydrants. • Any new construction must have a fire hydrant capable of delivering a minimum of 1,000 GPM fire and shall be located within 300 feet of the structure. This distance is measured along a travel route. Additional fire hydrants will be required as a part of this project to meet this criteria. • Water System Development Charges of $850 per each new lot will be required for this project. The Development Charges are collected as part of the construction permit. STORM DRAINAGE: • There are storm drainage facilities in Duvall Ave NE. • A storm drainage report was submitted with the formal application and it appears to be in order. • A 15' easement to the Plat homeowners association needs to be established between lots 8 & 9 for maintenance purposes. The easement should prohibit fences and rockeries. • The Surface Water System Development Charges of $385 per each new lot applies to the proposed project. The Development Charges are collected either as part of the construction permit. STREET IMPROVEMENTS: • The new internal streets for the plats must be improved with curb, gutter, sidewalk, paving, street drainage and street lighting. The pavement section must be a minimum of 32 feet in width, with a minimum thickness of 4" asphalt over 6" crushed rock. • The project will be required to install curb, gutters and sidewalks for future 5 lane road and a bike lane in Duvall Av NE. • -+M BRIERE CREEK PLAT APPLICATION October 7, 1999 Page 3 • Street lighting is required to be installed for this project. • All new electrical, phone and cable services and lines to the plat must be undergrounded. Construction of these franchise utilities must be inspected and approved by a City of Renton public works inspector prior to recording of the final plat. • The project will be required to dedicate additional right-of-way on Duvall Av NE. • The Traffic Mitigation Fee of $1 1,460 shall be paid prior to recording of plat. GENERAL: • All required utility, drainage and street improvements will require separate plan submittals prepared according to City of Renton drafting standards by a licensed Civil Engineer. • Permit application must include an 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 $100,000 but less than $200,000, and 3% of anything over $200,000. Half of the fee must be paid upon application for building and construction permits, and the remainder when the permits are issued. There may be additional fees for water service related expenses. See Drafting Standards. BRIERECRGF City of Renton Department of Planning/Building/Public Works ENVIRONMENTAL 8 DEVELOPMENT APPLICATION REVIEW SHEET REVIEWING DEPARTMENT: -nye nr ueUl 1c-v) COMMENTS DUE: OCTOBER 7, 1999 APPLICATION NO: LUA-99-131,PP,ECF DATE CIRCULATED: SEPTEMBER 23, 1999 APPLICANT: William&Terri Briere PROJECT MANAGER: Lesley Nishil} N TQN ARE DEPT PROJECT TITLE: Briere Creek Preliminary Plat WORK ORDER NO: 78581 FIpr nnr,,-, "^"n!' '-All LOCATION: 1944 Duvall Avenue North SEP 2 31999 SITE AREA: 3.68 acres BUILDING AREA(gross): N/A SUMMARY OF PROPOSAL: The applicants,William and Terri Briere, are requesting Environmental (SEPA)review and Preliminary Plat approval for the subdivision of a 3.68 acre site into 18 lots suitable for the development of single family homes:`"The lot sizes would range from 4,749 sq.ft. to 19,794 sq.ft. Access to the site would be provided by dedicated right-of-way(NE 19` Street)directly off Duvall Avenue North. The property currently contains five existing structures with the two residences to remain on Lots 1 and 18. The project will require the grading of approximately 1,000 cubic yards of soil, as well as the removal of trees for the installation of street improvements and utilities. 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 1:0 - B. POLICY-RELATED COMMENTS AM- C. CODE-RELATED COMMENTS We have revie ed this application with particular attention to those areas in which we have expertise and have identified areas of probable impact or areas where ditional informati s needed to properly assess this proposal. 059 Signature Director or Authorized R resentative Date routing \ Rev.10/93 TY Ceti„ 0• . © . CITY OF RENTON FIRE PREVENTION BUREAU �N�O MEMORANDUM DATE: September 23, 1999 TO: Lesley Nishihira, Planner FROM: Jim Gray, Assistant Fire Marshal r� SUBJECT: Briere Creek Preliminary Plat, 19 Blk Duvall 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. Provide inter-tie between NE 19th Street, (proposed), to NE 18th Street to the south. Please feel free to contact me if you have any questions. City of Renton Department of Planning/Building/Public Works ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET REVIEWING DEPARTMENT: 126_044. COMMENTS DUE: OCTOBER 7, 1999 APPLICATION NO: LUA-99-131,PP,ECF DATE CIRCULATED: SEPTEMBER 23, 1999 APPLICANT: William&Terri Briere PROJECT MANAGER: Lesley Nishihira PROJECT TITLE: Briere Creek Preliminary Plat WORK ORDER NO: 78581 LOCATION: 1944 Duvall Avenue North SITE AREA: 3.68 acres I BUILDING AREA(gross): N/A SUMMARY OF PROPOSAL: The applicants,William and Terri Briere, are requesting Environmental (SEPA)review and Preliminary Plat approval for the subdivision of a 3.68 acre site into 18 lots suitable for the development of single family homes. The lot sizes would range from 4,749 sq.ft.to 19,794 sq.ft. Access to the site would be provided by dedicated right-of-way(NE 19t Street)directly off Duvall Avenue North. The property currently contains five existing structures with the two residences to remain on Lots 1 and 18. The project will require the grading of approximately 1,000 cubic yards of soil, as well as the removal of trees for the installation of street improvements and utilities. 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 GEC h 9 71 B. POLICY-RELATED COMMENTS f)/( -7-rvi-2--1/ZV) 0(C( /gok /77,6/7' ' --(30/ X)P-/), o� i - GL 072 Gin 22,‹ ..,wc;aec/470-2 /6/xe_ al2TY),i CeeriP) 12e--aaeof irtaw CODE-RELATED COMMENTS CIAA- 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 additional information ' needed to properly assess this proposal. ,e 76e, '7/ /?7 Si ature of Director or Auth izerRepresentative Date routing Rev.10/93 At wAlif City of Renton Department of Planning/Building/Public Works ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET REVIEWING DEPARTMENT: Pally COMMENTS DUE: OCTOBER 7, 1999 APPLICATION NO: LUA-99-131,PP,ECF DATE CIRCULATED: SEPTEMBER 23, 1999 APPLICANT: William&Terri Briere PROJECT MANAGER: Lesley Nishihira PROJECT TITLE: Briere Creek Preliminary Plat WORK ORDER NO: 78581 LOCATION: 1944 Duvall Avenue North SITE AREA: 3.68 acres I BUILDING AREA(gross): N/A SUMMARY OF PROPOSAL: The applicants,William and Terri Briere, are requesting Environmental (SEPA)review and Preliminary Plat approval for the subdivision of a 3.68 acre site into 18 lots suitable for the development of single family homes. The lot sizes would range from 4,749 sq.ft. to 19,794 sq.ft. Access to the site would be provided by dedicated right-of-way(NE 19' Street)directly off Duvall Avenue North. The property currently contains five existing structures with the two residences to remain on Lots 1 and 18. The project will require the grading of approximately 1,000 cubic yards of soil, as well as the removal of trees for the installation of street improvements and utilities. 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 U'n,P - i c 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 Auth ed Representative Date routing Rev.10/93 I City of Renton Department of Planning/Building/Public Works ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET REVIEWING DEPARTMENT(MAS ( C1/\ LhJICPO COMMENTS DUE: OCTOBER 7, 1999 APPLICATION NO: LUA-99-131,PP,ECF DATE CIRCULATED: SEPTEMBER 23, 1999 APPLICANT: William&Terri Briere PROJECT MANAGER: Lesley NishihiraC� Op PROJECT TITLE: Briere Creek Preliminary Plat WORK ORDER NO: 78581 7-fFA?OH LOCATION: 1944 Duvall Avenue North � � 23 '`&9 SITE AREA: 3.68 acres I BUILDING AREA(gross): N/A SUMMARY OF PROPOSAL: The applicants,William and Terri Briere,are requesting Environmental (SEPA)re idvVtopHreliminary Plat approval for the subdivision of a 3.68 acre site into 18 lots suitable for the development of single family homes. Th sizes would range from 4,749 sq.ft.to 19,794 sq.ft. Access to the site would be provided by dedicated right-of-way(NE 19` Street)directly off Duvall Avenue North. The property currently contains five existing structures with the two residences to remain on Lots 1 and 18. The project will require the grading of approximately 1,000 cubic yards of soil, as well as the removal of trees for the installation of street improvements and utilities. 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 /vA/ C. CODE-RELATED COMMENTS /t/r1A/ 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 whe additional information is nee d to properly assess this proposal. o, Si ture of Direc or Authorized Representati'lb Da p routing Rev.10/93 City of Renton Department of Planning/Building/Public Works ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET REVIEWING DEPARTMENT:tot/10 � D.eJ ryU rkp_ toN}COMMENTS DUE: OCTOBER 7, 1999 APPLICATION NO: LUA-99-131,PP,ECF ff '' DATE CIRCULATED: SEPTEMBER 23, 1999 APPLICANT: William &Terri Briere PROJECT MANAGER: Lesley Nishihira PROJECT TITLE: Briere Creek Preliminary Plat WORK ORDER NO: 78581 LOCATION: 1944 Duvall Avenue North SITE AREA: 3.68 acres BUILDING AREA(gross): N/A SUMMARY OF PROPOSAL: The applicants,William and Terri Briere, are requesting Environmental (SEPA) review and Preliminary Plat approval for the subdivision of a 3.68 acre site into 18 lots suitable for the development of single family homes. The lot sizes would range from 4,749 sq.ft.to 19,794 sq.ft. Access to the site would be provided by dedicated right-of-way(NE 19 Street)directly off Duvall Avenue North. The property currently contains five existing structures with the two residences to remain on Lots 1 and 18. The project will require the grading of approximately 1,000 cubic yards of soil, as well as the removal of trees for the installation of street improvements and utilities. 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 SI i ►S (�L3I c cJ j TLY� 12T3t D67v7,f z SI v e.,(.tr7 C-/A /t_Y . hJc.N Po&tc-Y i5Su453 • ® Cori S74 i76-Z,t e_. 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 wh infe . is needed to properly assess this proposal. I1144/3 Signature of it ctor or Auth ized Representative Date routing Rev.10/93 CITY OF RENTON DEVELOPMENT SERVICES DIVISION LIST OF SURROUNDING PROPERTY OWNERS within 300 feet of the subject site PROJECT NAME: ((ere Cie / tU. pal APPLICATION NO: LUA • 61q - \3 eP, l=Lh 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 Sep a,- 1/a( • .',.;• i • • DEVELOPMENT PLAr: JG CITY OF RENTON SEP 2 0 1999 RECEIVED (Attach additional sheets, if necessary) (Continued) NAME ADDRESS ASSESSOR'S PARCEL NUMBER t2'` Applicant Certification I, Tern ,(ir(elv. , hereby certify that the above list(s) of adjacent property (Print Name) owners and their addresses were obtained from: D City of Renton Technical Services Records 0 Title Company Records )(King County Assessors Records Signed ) Date ell I / lei (Applicant) NOTARY Al TESTED: Sub ibed a d sworn before me, a Nota Public, in and for the State of Washington, residing at_�_ on the day of — 19 61. Signed 41 (Notary Public) ****For City of Renton Use**** CERTIFICATION OF MAILING I, c04 A a ii-- `_',e •- • hereby certify that notices of the proposed application were mailed to (City Employee) each listed property owner on ) Signed d—..;e-t, Date: # NOTARY ATTEST: Subscribed and sworn before me,a Notary Public, in and for the State of Washington residing a ,O-1LAtao.=, on the 3 Dik day of —v , 19 99 Signed 1 ;�--- /'� iL G�' � ' MA�ill YN KAMCHEW ► MARILYN MMC�4EFF NOTARY PUBLIC listprop. 5 .0_.� ' REV 07/98 ••.+ . . .:.?1?.'!E�;T EXPIRES: fi-29413 STATE OF WASHINGTON 2 COMMISSION EXPIRES JUNE 29, 2003 f' CITY OF RENTON DEVELOPMENT SERVICES DIVISION LIST OF SURROUNDING PROPERTY OWNERS within 300 feet of the subject site PROJECT NAME: Briere Creek APPLICATION NO: The following is a list of property owners within 300 feet of the subject site.Development Services Division will notify these individuals of the proposed development. NAME ADDRESS ASSESSORS PARCEL NUMBER Alec & Myrtle Book 1726 Duvall Ave NE 329540-0010-08 Renton, WA 98059 Syan-Chyea Meng 1808 Chelan PI NE 522650-0250-03 Renton WA 98059 John G. & Collette E. Graybeal 1814 Chelan PI NE 522650-0260-01 Renton WA 98059 Five Star Development 13427 156th Ave SE 666921-0080-07 Renton WA 98056 John & Lucinda Warner 4900 NE 19th CT 807903-0320-09 Renton WA 98059 Thai Tan & Hien Thi Tran 4901 NE 19th CT 807903-0330-07 Renton WA 98059 Li Liu &Quan Jian Wang 4903 NE 19th CT 807903-0340-02 Renton WA 98059 Regi & Jessy Thomas 4905 NE 19th CT 807903-0350-02 Renton WA 98059 Troy &Allison Cichos 1903 Field Ave NE 807903-0360-00 Renton WA 98059 George &Joyce Feighner 1815 Field Ave N 807903-0370-08 Renton WA 98059 Mr. & Mrs Ronald F. Rohling 1811 Field Ave NE 807903-0380-06 Renton WA 98059 Sau Man C/O Tony Au Wai Leong PO Box 2137 807903-0390-04 Renton WA 98056 Sau Man C/O Tony Au Wai Leong PO Box 2137 807903-0400-02 Renton WA 98056 Kurt&Susan Baxter 1800 Duvall Ave NE 516970-0026-01 Renton WA 98059 Chau Khanh Thai 10403 Cornell Ave S 032305-9008-08 Seattle WA 98178 Grace Snodgrass 4922 NE 20th PI 032305-9104-01 Renton WA 98056 Herbert Gullickson 4830 NE 20th PI 032305-9162-00 Renton WA 98059 Grace Snodgrass 4922 NE 20th PI 032305-9211-01 Renton WA 98056 Steven &Anita Hamasaki 2550 Duportail #R103 032305-9212-00 Richland WA 99352 Robert& Majorie Midgett 17012 105th SE 032305-9244-02 Renton WA 98055 King County 500 K C Admin Bldg 032305-9252-01 Seattle WA 98104 Tri Minh & Diep Thi Phan 2109 Bremerton Ave NE 104130-0010-01 Renton WA 98059 Thanh &Tami Nguyen 2103 Bremerton Ave NE 104130-0020-09 Renton WA 98059 Fanny & Lilly Tam 4605 NE 21st PI 104130-0100-02 Renton WA 98059 Neil Lall 4619 21st PI NE 104130-0110-00 Renton WA 98059 Gregory& Kim Priestley 4621 NE 21st PI 104130-0120-08 Renton WA 98059 Ben Bergano 4630 NE 21st PI 104130-0130-06 Renton WA 98059 Janet Sommerdorf 12505 SE 75th PI 104130-0140-04 Renton WA 98055 Judith Resnick 4625 NE 18th St 522650-0204-06 Renton WA 98059 Lam & Lisa Hao 1818 Chelan PI NE 522650-0270-09 Renton WA 98059 Syan-Chyea Meng 1808 Chelan PI NE 522650-0280-07 Renton WA 98059 Todd & Deborah Tracy 1815 Chelan PI NE 522650-0290-05 Renton WA 98056 John & Patsy Nigro 4616 NE 18th St 522650-0300-03 Renton WA 98059 Hugh & Miriam McNair 4701 NE 21st St 807900-0010-07 Renton WA 98059 Karen Grimsley 4803 NE 21st St 807900-0200-05 Renton WA 98059 Kapenda &Alemu Thomas 4805 NE 21st St 807900-0030-03 Renton WA 98059 Kamyar Moinzadeh 4807 NE 21st St 807900-0040-01 Renton WA 98059 Yam & Mak Kwong 6010 118th Ave SE 807900-0050-08 Bellevue WA 98006 Kin Yip &Jeanne Wong 4811 NE 21st St 807900-0060-06 Renton WA 98056 James & Ruby Wilson 2033 Field Ave NE 807900-0070-04 Renton WA 98056 Thomas & Marsha Kauzlarich 2029 Field Ave NE 807900-0080-02 Renton WA 98059 Steven Beals 2025 Field Ave NE 807900-0090-00 Renton WA 98056 Dennis &Shirley Behrends 2024 Field Ave NE 807900-0100-08 Renton WA 98056 Nathaniel Collins 2028 Field Ave NE 807900-0110-06 Renton WA 98056 James &Connie Friesen 2030 Field Ave NE 807900-0120-04 Renton WA 98059 James & Christine Winkleman 4909 NE 21st St 807900-0130-02 Renton WA 98059 Judy&Wilson Delancy 2212 Elma Ave NE 807900-0310-04 Renton WA 98059 Alan &Gayle Woodruff 1839 Field PI NE 807903-0090-07 Renton Wa 98059 Robert Anderson 1902 Field Ave NE 807903-0180-08 Renton WA 98059 Phyllis Woodbridge 1906 Field Ave NE 807903-0190-06 Renton WA 98056 Sau Man Leong do Au Wai Tong Tony 807903-0290-05 PO Box 2137 Renton WA 98056 Phanna Xieng 4904 NE 19th CT 807903-0300-03 Renton WA 98059 Lyle Heaton 4902 NE 19th CT 807903-0310-01 Renton WA 98059 Density: The prop oily of me shoe plat is estimated al 5.84 dwelling units per, CO Ap�,,,,,,,,,e,aly 26,079 square feet of roadway robe dedicated to public rightor-way would be deducted from me overall site acreage for the purpose or ®�> calculating net density. e Q e Environmental Documents that r+F�`�� Evaluate the Proposed Project: None known. Development Regulations NOTICE OF APPLICATION Used For Project Mitigation: The proposal Is subject to the City's Environmental Review(SEPA) Ordinance,Zoning Code,Land Clearing and Tree Cutting Ordinance, AND PROPOSED DETERMINATION OF NON- Subdivision Regulations,Street Standards,Public Works Standard's, Uniform Building Code,Uniform Fire Code,and other applicable building SIGNIFICANCE—MITIGATED (DNS-M) and construction standards. Proposed Mitigation Measures: DATE: September 23,1999 The following mitigation measures will likely be imposed on the proposed project.However,further analysis of me proposal may reveal additional impacts requiring mitigation above and beyond existing code provisions. LAND USE NUMBER: LUA-99-131,PP,ECF 1.Fire Mitigation Fee:Equivalent to$488.00 per each new single family residential parcel created. APPLICATION NAME: BRIERE CREEK PRELIMINARY PLAT 2.Parks Mitigation Fee:Equivalent to 5530.76 per each new single family residential parcel created. PROJECT DESCRIPTION: The applicant,Briere Enterprises,is requesting Environmental(SEPA)review and 3•Transportation Mitigation Fee:Equivalent to$75.00 for each new average daily trip attributed to the proposal. Preliminary Plat Approval for the subdivision of a 3.68 acre site into 18 lots suitable for the development of single family Comments on me above application must De submitted in wntin la Ms.Lesle homes. The lots would range from 4,749 square feet to 19,794 square feet in size.Access to Sre site would be provided B y Nishihira,Project Manager,Development by dedicated right-of-way(NE 19'"Street)directly off Duvall Avenue North. The property currently contains five existing Services Division,1055 Soum Grady Way,Renton,WA 9B055,by 5:00 PM on October 7,1999.This matter is also structures proposed to be demolished with the exception of the two residences which are to remain on Lots 1 and 18.The scheduled for a public W hearing on November 9,1999,at 9:00 AM,Council Chambers,Seventh Floor,Renton City Hall, project will require the grading of approximately 1,000 cubic yards of soil,as well as the removal of trees for me installation 1055 South(4 Grady Way,Renton.If you are interested in of be attending the hearing,please contact the Development Services Division,(425)43 indicated to ensure that the hearing has not been rescheduled.If comments cannot De submitted in of street improvements and utilities. writing rs me data indicated above,you may still appear at the hearing and present your comments on the proposal before me Hearing Examiner.I/you nave quFan' stions about Iris proposal,or wish to be made a party of reco d and receive PROJECT LOCATION: 1944 Duvall Avenue North atldiuonal information by mail,please contact me project manager.Anyone who submits written comments will OPTIONAL DETERMINATION OF NON-SIGNIFICANCE-MITIGATED(DNS-M):As the Lead Agency,the City of automatically become a party of record and will be notified of any decision on this project. Renton has determined that significant environmental impacts are unlikely to result from the proposed project.Therefore, as permitted under the RCW 43.21C.110,the City of Renton is using the Optional ONS(M)process to give notice that a CONTACT PERSON: LESLEY NISHIHIRA(425)430-7270 DNS-M is likely to be issued.Comment periods for the project end 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 m Non- I Significance Mitigated(DNS-M).A 14-day appeal period will follow e issuance of the DNS-M. I PLEASE INCLUDE THE PROJECT NUMBER WHEN CALLING FOR PROPER FILE IDENTIFICATION PERMIT APPLICATION DATE: September 20,1999 NOTICE OF COMPLETE APPLICATION: September 23,1999 APPLICANT: Brier*Enterprises,1944 Duvall Ave.NE,Renton 98059 OWNER: Same as applicant till -''1 -,- -. .L s L':da,ri:.,Z•Lvt,`'_,,: Tom.,.,... Permits/Review Requested: Environmental(SEPA)Review,Preliminary Plat Approval ;1'7 y,r i M{❑�•'.••.,'g1 �'- 11!! r tries d )I6,k,r�...r a.�.�.,).. Irr,-, s�15af6M •�4., Other Permits which maybe required: Building Permits.Construction Permits _4_�. `r-,>ar.s:�' '' l ii' ,,;''','• '1.'>v'."-`"� ` +wPO, Requested Studies: Drainage Report ',!F--�•�'ia ^" a r;1`.'y-"' 'W' - Location where application may ),..n_ �>.-.�yn . (:}.,,, .t V,,fit:._,L:....fI be reviewed: Planning/Budding/Public Works Division,Development Services Department, •�'7!"I,.., . -ate."•' ' F' '-'-'?• • I 1055 South Grady Way,Renton,WA 98055 0 ' L, �. ,----- .L ,+'!% I! _t PUBLIC HEARING: Public hearing scheduled for November 9,1999 before me Renton Hearing g.=•{..• •' :u.'_ .t Examiner in Renton Council Chambers.Hearings begin at 9:00 AM on the 7th ,"''{ L o, q� floor of the new Renton CityHall located at 1055 Grad Way South. .4'' Is e• ro "'•• CONSISTENCY OVERVIEW: kj.."F° hf'.irx a_I° '..I' • Analytical process €�,� 'r r � • Project consistency refers to whether a project is consistent with adopted and applicable development regulations,or in s'1'.t�.ascvx 0. !X v' f >'? their absence,comprehensive plan policies.RCW 36.708.110(2)(g)provides mat the Notice of Application(NOA)include %.nl 0 ry I,'vt., >— _-,•'s• • -}-- a statement of the preliminary determination of a project's consistency with the type of land use,level of development, : C.27,,P'wa8kSLL 1'v- �• infrastructure,and character of development B one has been made al Ilia time of notice.At a minimum,every NOA shall 4;!•:'.vim x,;.e,• ,---'! •:1,et ~'a•'t`x"["t include a determination of the project's consistency with the zoning,comprehensive plan and development regulations. pp --s==�c >>TR¢TS'� FLLL...... ' f,U,ewe.sere wteysi' ' .; Land Use: The protect site is designated Residential-Single Family(RS)on the City's 13ur,'Ar"-v�. • ' I r4 - L�. Comprehensive Plan Land Use Map.The site is zoned Residential-8 Dwelling "o ;,4 >"'— .�. 4M,f` Units per Acre(R-8)which is intended forme development of lots suitable for v>'.,f •• Iyyy�,���i(((- •`�:;• '^;'$- detached single family residential homes.Theproposed shoeplat would include � 'i->,'- ' ' 9 ` - t� t I" 18 lots.The density range permitted in the R-8 zone is a minimum of 5 to a ,,/1�.f .I--;-- I m I ♦ • maximum of 8 dwelling units per acre.The density of me proposal is estimated at NiI �',- . : s 'OS'' 5.84 homes per net sue.The proposal appears to comply with applicable k -�1 I '�`��•, �. development standards of the R-8 Zone. m m,awi ailovl CERTIFICATION I, IC ( 1 , hereby certify that 3 copies of the above document were posted by me in 3 conspicuous places on or nearby the described property on S GMM Z , t i i • Signed:ATTEST: Subcribed and sworn before me, a Nortary Public, iotaio::7z,----,,L. the State of Washington residing in �, '®-,ti. , on the ,'� day of j, i I S 91 , 6�. • SOT UHF ARC ► (JBLIC : STATE OF WASHINGTON MARILYN KAMCHEFF ro COMMISSION EXPIRES `�MY APPOINTMENT EXPIRES:6-29- 3 JUIyE 2g> 2003 z PACIFIC ENGINELF,,.JG DESIGN INC. = LETEN OF 4GnD3NOT4ad CIVIL ENGINEERING AND PLANNING CONSULTANTS 4800 S. 188TH ST., SUITE 360 SEATTLE, WASHINGTON 881 BB DATE G I f2.E/9c1 J08 NO. \j043 1206) 431-7970 FAX:431-7975 t TO Ly ATTENTION Lam{��-- I T`f OF V. OL PROJECT: g E?G We Are Sending You: VIA: O Blue Prints ❑ Copies ❑ Other ❑ Fax Sheets Including Letter of Transmittal ❑Mylars/Vellums❑ Disks Engineering Xerox ❑ Courier Hour Delivery ❑ Mail Printing: ❑ IN HOUSE ❑ REPROGRAPHICS XOther ())t L4_, i a-NNNee_ COPIES DATE NO. I CoP e(2131,5 pueqi • These Are Transmitted As Checked Below: gAs requested ❑ Approved as submitted ❑ For approval ❑ For review and comment 3gf For your use ❑ Approved as noted ❑ Returned for correction ❑ cal Liboe rite. iyE Rt c(V -Li C ?t E - /e,1 5 i ees k1i3 I?c-c-E 1 V U roe Exc r o s OiJ Lo r I , 1504Je;c Sc Ti- ern 81 one\M e - Lou z-vC GPj'�1EP;t�, oE REN ON"NG 5EP2 1999 COPY TO: SIGNED: fa, «�•— If enclosures are not as noted, kindly notifyat on e FOR OFFICE USE ONLY 5130 5137 5160 5135 5150 5165 5136 5155 5166 ti`LY U NOTICE OF APPLICATION AND PROPOSED DETERMINATION OF NON- SIGNIFICANCE - MITIGATED (DNS-M) DATE: September 23,1999 LAND USE NUMBER: LUA-99-131,PP,ECF APPLICATION NAME: BRIERE CREEK PRELIMINARY PLAT PROJECT DESCRIPTION: The applicant,Briere Enterprises,is requesting Environmental(SEPA)review and Preliminary Plat Approval for the subdivision of a 3.68 acre site into 18 lots suitable for the development of single family homes. The lots would range from 4,749 square feet to 19,794 square feet in size. Access to the site would be provided by dedicated right-of-way(NE 19th Street) directly off Duvall Avenue North. The property currently contains five existing structures proposed to be demolished with the exception of the two residences which are to remain on Lots 1 and 18. The project will require the grading of approximately 1,000 cubic yards of soil,as well as the removal of trees for the installation of street improvements and utilities. PROJECT LOCATION: 1944 Duvall Avenue North 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: September 20, 1999 NOTICE OF COMPLETE APPLICATION: September 23, 1999 `31 Y ' / APPLICANT: Briere Enterprises,1944 Duvall Ave.NE,Renton 98059 OWNER: Same as applicant Permits/Review Requested: Environmental(SEPA)Review,Preliminary Plat Approval Other Permits which may be required: Building Permits,Construction Permits Requested Studies: Drainage Report Location where application may be reviewed: Planning/Building/Public Works Division,Development Services Department, 1055 South Grady Way,Renton,WA 98055 PUBLIC HEARING: Public hearing scheduled for November 9,1999 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 project site is designated Residential-Single Family(RS)on the City's Comprehensive Plan Land Use Map. The site is zoned Residential-8 Dwelling Units per Acre(R-8)which is intended for the development of lots suitable for detached single family residential homes. The proposed short plat would include 18 lots. The density range permitted in the R-8 zone is a minimum of 5 to a maximum of 8 dwelling units per acre. The density of the proposal is estimated at 5.84 homes per net acre. The proposal appears to comply with applicable development standards of the R-8 Zone. mailout Density:. The proposed I y of the short plat is estimated at 5.84 dwelling units n.r acre. Approxin 26,079 square feet of roadway to be dedicated to pi • right-of-way would be deducted from the overall site acreage for the purp f calculating net density. Environmental Documents that Evaluate the Proposed Project: None known. 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,Public Works Standard's, Uniform Building Code,Uniform Fire Code,and other applicable building and construction standards. Proposed Mitigation Measures: The following mitigation measures will likely be imposed on the proposed project. However,further analysis of the proposal may reveal additional impacts requiring mitigation above and beyond existing code provisions. 1. Fire Mitigation Fee: Equivalent to$488.00 per each new single family residential parcel created. 2. Parks Mitigation Fee: Equivalent to$530.76 per each new single family residential parcel created. 3. Transportation Mitigation Fee: Equivalent to$75.00 for each new average daily trip attributed to the proposal. Comments on the above application must be submitted in writing to Ms.Lesley Nishihira,Project Manager,Development Services Division, 1055 South Grady Way,Renton,WA 98055,by 5:00 PM on October 7,1999. This matter is also scheduled for a public hearing on November 9,1999,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: LESLEY NISHIHIRA (425)430-7270 PLEASE INCLUDE THE PROJECT NUMBER WHEN CALLING FOR PROPER FILE IDENTIFICATION . ' ..`1-.d l I s 1pm 1 1 ,. . " ^ ,I I ,..r^ � W ^1s4•.a2 lrosy • , I , , ! sc ,q1 ''..i'1,44 ,iasI _.,: ;i`. R " 't• .;. MAFh Y.i r,,--,'. uh n. � .T•1 }.,9 C1En.. 1," • ••tiny.- �L-ZG14 d4R1/Tel '144pite5 ,. .Ui/;:•Yl lt�q:M1P�.E,.�R1.71:1,Y4 "• • ^ • •". , .;, if 11/4..jlteLtLIS' C.5 . Al;',.. f .0'.... •",,, ,. , 2 ,10"• • :r.,Of) a• , - 1 i.f 4' 7'. !„`ter' . 4, -':K ::4' ..A.. • T. 22• 4.17,,WW.i,, w n.., k .i n, Vs' .� E 2 Pl y. F ',•- / I •I ....-. 0 i s "N 4�P'P A I i!, 1• ['I zoy�(1r+ssrL�:. w A r.,I.l- nl^e, �I a' SITE °'' V••- �.. p.;p .:43/.~•t ,`(_ t•�'' H., e ei= '�44, ,fi a il! 1 � '�Y�•,' •j'� .!. ,.p., JOSEP,,' tfft ,A r, ;.-F,:.... t.. "' i-%J`Q. c.a4,,4ca,p: ea eoo,x da Qo aC✓:. N17"*Ii 4 •; Q.• -"-,tS r- o (-TR4CTS s•— \ L >r, ;j,. sE `aii —a ,l ' ; ! ! 3 }L y . 1z5t^'cj r:'sr.io`ji140 •I 7 h mailout CITY .,F RENTON Planning/Building/Public Works Department Jesse Tanner,Mayor Gregg Zimmerman P.E.,Administrator September 23, 1999 Mr. Lou Larsen Pacific Engineering Design, Inc. 4800 So. 188th Street, Suite 360 Seattle, WA 98188 SUBJECT: Briere Creek Preliminary Plat Project No. LUA-99-131,PP,ECF Dear Mr. Larsen: 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 October 12, 1999. Prior to that review, you will be notified if any additional information is required to continue processing your application. The date of Tuesday, November 9, 1999, at 9:00 a.m., has been set for a public hearing to review the above-referenced matter. The hearing, before Mr. Fred Kaufman, Renton Hearing Examiner, will be held in the Council Chambers on the seventh floor of City Hall, 1055 South Grady Way, Renton, WA. 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. Please contact me, at(425)430-7270, if you have any questions. Sincerely, k6171 /) ,i) ) /)7�$h Lesley Nishih Project Manager cc: Briere Enterprises/Owners arrrrtanrc 1055 South Grady Way-Renton, Washington 98055 []tC7 rni�nano,rnnra n,,�n i.ar�rta r n ara.ai �n i nn�r rnn� no CITY OF RENTON DEVELOPMENT SERVICES DIVISION LAND USE PERMIT MASTER APPLICATION PROPERTY ''OWNER(S) PROJECT INFORMATION - Note: :ff there is more than one legal owner, please attach an additional notarized MasterApplication`for each owner. PROJECT OR DEVELOPMENT NAME: �(� NAME: 1a:kt_1.t Pt1'Y% TV-PR.1 1JQ-f2C- GJC-t �� P �.I t'N�4c.� 12I,A1C - IS !-cirS N PROPERTY/PROJECT`` i ADDRESS(S)/LOCATION: ADDRESS: �E- �r ?e ] ibc-c ; oZTi•t CJF T t‘.1r Zto►\ cal_ 1i44 DUV/LL pivE. h1£ Duvc‘u_ Nvt= ►Je if ae. is .-r o) zr �E-c*r3T sloe of Puv PNs 15S CITY: it�(�� ZIP: � � KING COUNTY ASSESSOR'S ACCOUNT NUMBER(S): 5141Q10 - 00/5 - 5 l(oci flr©- 00t 0 C5 TELEPHONE NUMBER: 425- 22$__ 7 tic) EXISTING LAND USE(S): G G Si►q I.E f'Pcot►Li e..E 31 t 3- mk APPLICANT (if other than owner) Z x(s77i1(' /fo,L{ (D eof"r"''/ � PROPOSED LAND USES: NAME: ujl I�.I Psilr, '4 TE-Q.P..I �1 trp-E �1 Le f-fcmtti-( ,tea►c T�rn- COMPANY (if applicable): EXISTING COMPREHENSIVE PLAN MAP DESIGNATION: f?yoleee )ZE.peA5Es i f ADDRESS: PROPOSED COMPREHENSIVE PLAN MAP DEATION (if applicable): ICI4-4 DUVPCU.. Rve 0€ til /N Ci � CITY: {7E,4T -�ZIP: {w 1 EXISTING ZONING: �QitiA T f!. !_ TELEPHONE NUMBER: n nQ ^7 J Di�Z/ 425— 229 - ` I1O PROPOSED ZONING (if applicable): �j 999 C CONTACT PERSON f A FO SITE AREA (SQ. FT. OR ACREAGE): NAME: ' 1 .(.r, P.cecS ( I mo,31Cor) COMPANY (if applicable): PROJECT VALUE: i'I .;tFic: E►.lc;tJIr�Pi IDE`3lG0, 13c, 4o0,c5c>v ADDRESS: IS THE SITE LOCATED IN THE AQUIFER PROTECTION AREA? 400 S. ie; ST. c brt-€ S6.0 wqu% 2 ?ec-T Ticx_\ - of E= 2 CITY: ��-z-c-LE ZIP: (lb 18 IS THE SITE LOCATED IN ANY OTHER TYPE OF ENVIRONMENTALLY SENSITIVE AREA? Kt(.2 TELEPHONE NUMBER: nr); - 431.-1 q 110 L{\TCP{ - { ;,;._.,,, „Deck all application types<that apply--City.staff;will determine fees. _ ANNEXATION 5_ SUBDIVISION: • _ COMP. PLAN AMENDMENT S _ REZONE S _ LOT LINE ADJUSTMENT $ _ SPECIAL PERMIT $ _ SHORT PLAT $ _TEMPORARY PERMIT S _TENTATIVE PLAT S _ CONDITIONAL USE PERMIT S )( PRELIMINARY PLAT $ '2400,1.0 _ SITE PLAN APPROVAL S FINAL PLAT $ _ GRADE & FILL PERMIT $ (NO. CU. YDS: ) PLANNED UNIT DEVELOPMENT: $ _ VARIANCE $ (FROM SECTION: ) _ PRELIMINARY WAIVER 5 FINAL _ WETLAND PERMIT $ _ ROUTINE VEGETATION MOBILE HOME PARKS: $ MANAGEMENT PERMIT S _ BINDING SITE PLAN $ SHORELINE REVIEWS: SUBSTANTIAL DEVELOPMENT $ _ CONDITIONAL USE S _ VARIANCE $ EXEMPTION $No Charoe ENVIRONMENTAL REVIEW $,`.00.00 _ REVISION $ AFFI�AUI7;OF OWN�RSI-SIP'; '< W'Ll,t t � I E' ►�1?,� I, (Print Name) , declare that I am (please check one)\the owner of the property involved in this application, _the authorized representative to act for the property owner (please attach proof of authorization), and that the foregoing statements and answers herein contained and the information herewith submitted are in all respects true and correct to the best of my knowledge and belief. �Illllff ATTEST: Subscribe and sworn to before mei�aigpiav f4 ltrejn and for e S ate of -residing at `e��`�• .. , /0 #i# S'oN on the % f''.h F wP (Name of Owner/Representative) . kq� • 9G 19 :0 NOTARY tr,:. (Signature of w r/ epresentative) 0CLeeeP.../ 0/47,1;� • -vG PUBLIC c�r (Signature of Notary Public) 19.2c , ` Op es% tr.tffl 1t* , (This section to be completed by City Staff.) ; , City File m Nuber. '�7- J 1 A AAD• BSP CAP-S CAP-U• CPA • CU-A CU-H ECF LLA MHP FPUD F(PP R RVMP • SA-A SA-H >SHPL-A SHPL-H SP >SM SME TP • V-A • V-B V-H W TO3AL FEES: $ 2 , c ,cat TOTAL POSTAGE PROVIDED $ .: ,' • MASTERAP.DOC REVISED 8/97 3c o U f 1 LEGAL DESCRIPTION LOTS A AND B OF ROBERT E. PETET SHORT PLAT, RECORDED IN BOOK 115 OF SURVEYS, PAGE 269, RECORDS OF KING COUNTY, WASHINGTON. BEING A SHORT PLAT OF TRACT 1, JOSEPH P. MARSHALL TRACTS ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 38 OF PLATS, PAGE 30, RECORDS OF KING COUNTY, WASHINGTON. TOGETHER WITH LOT 1 OF FRAN BRIERE SHORT PLAT RECORDED IN BOOK 18 OF SURVEYS, PAGE 250, RECORDS OF KING COUNTY, WASHINGTON. BEING A SHORT PLAT OF A PORTION OF TRACT 2, THEREOF, RECORDED IN VOLUME 38 OF PLATS, PAGE 30, RECORDS OF KING COUNTY, WASHINGTON. I Project Narrative—Briere Creek Preliminary Plat The Briere Creek Preliminary Plat is located on a parcel of land encompassing 3.68± acres of land approximately 300 feet north of the intersection of NE 18th St. and Duvall Ave NE on the east side of Duvall, directely across from the entrance to the May Creek Highlands development. The Brieres live in the existing residence located on proposed lot 1, and run their construction business from the existing residence located on proposed lot 18. Also located on the site is a large workshop, detached garage and storage shed. Numerous items from the Briers construction business are stored about the site. The site is zoned Residential - 8 Dwelling units per acre (R-8). The surrounding properties consist of single family to the north,the Plat of Summerwind to the east, a vacant lot to the south and single family homes on large lots to the west(May Creek Highlands). The vacant lot to the south is being developed by Williams brother Gerald Briere. The project is known as Briere Plat(City of Renton Permit No. C990249). At the writing of this narrative, construction drawings are being completed by Pacific Engineering Design, Inc. It is anticipated that approval will be granted by the City in September 1999. The site is mostly open in the front 1/3 and back 1/3 with a band of many small to medium size trees located in the middle 1/3. The site slopes off into a green belt tract on the east that also serves to convey storm runoff from a Summerwind division to the northeast to a regional detention pond to the southeast. The east property line is covered with thick brush and scattered small to medium size trees. The parcel slopes gently to the north and east and the present drainage pattern consists of sheet flow. Soils on site have been classified by the Soil Conservation Service as Alderwood Series (AgC) slopes of 0- 5% and Hydrologic Group C. A majority of the existing trees on site will be removed in preparation for construction of the plat infrastructure. The proposal is to subdivide the parcel through the platting process into 18 single-family residential lots with a public street and utilities serving each of the new lots. Building height will be limited to two stories - 30' dwellings and 15' for detached accessory structure. Offsite improvements will consist of dedicating 12' of property along Duvall Ave NE for roadway widening and installation of new curbs, gutters and sidewalks. Utility lines consisting of franchised utilities (power, gas,telephone and cable T.V.), along with sanitary sewer, water mains and storm drainage will also be extended as necessary to serve this development. The estimated plat construction cost is $400,000 and the estimated fair market value of the 18 finished lots is $1,080,000. These numbers are®only estimates at this time and are subject to revision. ELOPME, T PLANNING CITY OF RENTON SEP 2 1999 RECEIVED Due to the nature of the site the installation of the road and utility infrastructure will involve minimal excavation and embankments. At this time it is estimated the quantity of material in fills or excavation will be less than 1000 c.y. Additional yard fills may be needed when homes are constructed on each lot; however, the actual building plans have not been finalized so the amount of yard fill, if any, cannot be assessed. This will be a part of the building permit submitted at a later date. The portion of the site containing the public road and utilities will be dedicated to the City of Renton through the platting process, as public property. Utility lines across lots/private property will be within easements. CONSTRUCTION MITIGATION DESCRIPTION The project should receive preliminary plat approval by late December 1999 and plat construction should begin May 2000 with completion by October 2000. The anticipated hours of construction operation will be from 7:00 am to 6:00 pm during weekdays. The proposed hauling route will be via Duvall Avenue NE. The amount of imported roadway or lot grading material will be minimal and most construction traffic will be confined to material deliveries. Water shall be used as necessary to control dust. An erosion/sedimentation control plan will be implemented as part of the construction plans and wheel wash pads established if mud is tracked offsite. Noise will be controlled by properly muffled construction equipment. No specialty hours are being proposed at this time for construction or hauling. Duvall Avenue NE will be used as the primary access for movement of construction materials. No special traffic control plans for the proposal are proposed. OE'-LOpltLENT C17Y OF REN 0`N duiG RECEIVE® GRADING ELEVATIONS & DETAILED GRADING PLAN The present proposal does not contain any grades exceeding 20% and does not anticipate moving more than 1000 c.y. of material. The proposed grade differential does not exceed 24" as measured from top of curb. Based on these facts a waiver is requested for not providing a detailed grading plan or detailed grading elevations. °41'f t Op � . Sep tom./_ , v9 'City of Renton DENSITY WORKSHEET 1. Gross area property: 1. f� .,square feet tao, 314 2. Certain areas are excluded from the calculation. These include public roadways and sensitive areas*. Total excluded area: 2. 2-9 ecl5 t square feet alp,dicif 3. Subtract line 2 from line I for net area (or total of lot areas): 3. I34, 2`t 1 square feet 4. Divide line 3 by 43,560 for net acreage: 4. © acres 5. Number of dwelling units (d.u.) planned: 5. la units 6. Divide line 5 by line 4 for net density: 6. tJ ,84 d.u./acre lots would result in a net density of 5 I6- dwelling units per acre. * Sensitive areas are defined as "areas not suitable for development which are included within the City's greenbelt, geologically hazardous, wetlands, or flood plain regulations." (City Code Section 4-31-2: Definitions DEVELOPMENT PLL,N;'IN u CITY OF RENTON DENSITY.DOC SEP 2 1 1999 RECEIVED CITY OF_RENTON DEVELOPMENT SERVICES DIVISION AFFIDAVIT OF INSTALLATION OF PUBLIC INFORMATION SIGN(S) STATE OF WASHINGTON ) COUNTY OF KING ) , being first duly sworn on oath, deposes and says: d- i. On the day of -!" " , 19 C , I installed / public information sign(s) and plastic flyer box on the property located at for the following project: BUR-IE GCz �v-- Project name V\1 t L-l-i kM 76- l 1:51246( Owner Name 2. I have attached a copy of the neighborhood detail map marked with an "X" to indicate the location of the installed sign. 3. This/these public information sign(s) was/were constructed and installed in locations in conformance with the requirements of Chapter 7 Ti e 4 pf Renton Municipal Code. Installer Sign ture SUBSCRIBED AND SWORN to before me this ( / day ofc,.(21//ch• , 19-( . C/ p'� E%J7 �Op�Erp=, NOTARY PUBLIC i and�State of Washington, SEp residing at My commission expires on F')-' "?15113 f PUBSIGNS.DOC REV.7/98 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. City of Renton Development Services Division ENVIRONMENTAL CHECKLIST Purpose of Checklist: The State Environmental Policy Act (SEPA), chapter 43.21C RCW, requires all governmental agencies to consider the environmental impacts of a proposal before making decisions. An environmental impact statement (EIS) must be prepared for all proposals with probable significant adverse impacts on the quality of the environment. The purpose of this checklist is to provide information to help you and the agency identify impacts from your proposal (and to reduce or avoid impacts from the proposal, if it can be done)and to help the agency decide whether an EIS is required. Instructions for Applicants: This environmental checklist asks you to describe some basic information about your proposal. Governmental agencies use this checklist to determine whether the environmental impacts of your proposal are significant, requiring preparation of an EIS. Answer the questions briefly,with the most precise information known,or give the best description you can. You must answer each question accurately and carefully, to the best of your knowledge. In most cases, you should be able to answer the questions from your own observations or project plans without the need to hire experts. If you really do not know the answer, or if a question does not apply to your proposal, write "do not know" or "does not apply". Complete answers to the questions now may avoid unnecessary delays later. Some questions ask about governmental regulations, such as zoning, shoreline, and landmark designations. Answer these questions if you can. If you have problems,the governmental agencies can assist you. The checklist questions apply to all parts of your proposal, even if you plan to do them over a period of time or on different parcels of land. Attach any additional information that will help describe your proposal or its environmental effects. The agency to which you submit this checklist may ask you to explain your answers or provide additional information reasonably related to determining if there may be significant adverse impact. Use of checklist for nonproject proposals: Complete this checklist for nonproject proposals, even though questions may be answered "does not apply." IN ADDITION, complete the SUPPLEMENTAL SHEET FOR NONPROJECT ACTIONS(part D). For nonproject actions, the references in the checklist to the words "project," "applicant," and "property or site" should be read as"proposal," "proposer," and"affected geographic area," respectively. A. BACKGROUND 1. Name of proposed project, if applicable: Briere Creek 2. Name of applicant: Briere Enterprises(William and Terri Briere) GtOpi ,/ O�Air p� rri 3. Address and phone number of applicant and contact person: Sep �F4 ,•�*4143 1944 Duvall Ave. N.E. `< i® Renton,WA 98059 /C 1.99 (425)228-7170 L+� � "D 4. Date checklist prepared: August 25,1999 5. Agency requesting checklist: City of Renton Development Services Division 6. Proposed timing or schedule(including phasing, if applicable): Preliminary plat approval,December 1999 Road and utility construction April 2000 Final plat recording June 2000 7. Do you have any plans for future additions,expansion,or further activity related to or connected with this proposal?If yes,explain. No SEPA Rules Part Eleven-197-11-960 TO BE COMPLETED BY APPLICANT EVALUATION FOR AGENCY USE ONLY 8. List any environmental information you know about that has been prepared,or will be prepared,directly related to this proposal. The only information known to be prepared related directly to the proposal will be this checklist,which will be reviewed by City of Renton Environmental Review Committee. 9. Do you know whether applications are pending for governmental approvals of other proposals directly affecting the property covered by your proposal? If yes, explain. None known. 10. List any government approvals or permits that will be needed for your proposal, if known. 1. Preliminary plat approval 2. Construction plans approval 3. Approval of ptat construction 4. Final ptat review/recording 5. Building permits 11. Give brief, complete description of your proposal, including the proposed uses and the size of the project and site. There are several questions later in this checklist that ask you to describe certain aspects of your proposal. You do not need to repeat those answers on this page.(Lead agencies may modify this form to include additional specific information on project description.) The Proposal is for a preliminary plat application encompassing 3.68 acres of land located East of Duvall Ave NE and north of N.E. 18"' St., to be subdivided into 18 single family lots. The current site contains a single family residence, a residence used as an office, workshop, garage, storage shed and various scattered items from the Brieres construction business. There are several trees scattered throughout the site and thick brush along the east property line. The ground slope of the site is generally toward the north. There are no streams,wetlands or landslide areas on the property. 12. Location of the proposal. Give sufficient information for a person to understand the precise location of your proposed project, including a street address, if any, and section,township, and range, if known. If a proposal would occur over a range of area, provide the range or boundaries of the site(s). Provide a legal description, site plan, vicinity map, and topographic map, if reasonably available. While you should submit any plans required by the agency, you are not required to duplicate maps or detailed plans submitted with any permit applications related to this checklist. The project site is located just east of the Duvall Ave NE and two lots north of N.E. 18'h St. directly across Duvall Ave. from the entrance to May Creek Highlands (N.E. 19'h St.) and is located in Section 3, Twp. 23 N, R., CE. 5E., W.m. SE.... See attachments for a legal description,and vicinity map. B. ENVIRONMENTAL ELEMENTS 1. Earth a. General description of the site(circle one): Flat,rolling,hilly,steep slopes,mountainous, other . b. What is the steepest slope on the site(approximate percent slope)? Overall approximately 5%. Bank along east property line slopes about 4:1 (25%) 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. Alderwood series(AgC)(0-5%). d. Are there surface indications or history of unstable soils in the immediate vicinity? If so, describe. None observed (1983 Laws) 2 [Ch. 197--11 RCW-p 401 SEPA Rules Part Eleven-197-11-960 TO BE COMPLETED BY APPLICANT EVALUATION FOR AGENCY USE ONLY e. Describe the purpose,type,and approximate quantities of any filling or grading pro- posed. Indicate source of fill. Grading will occur on-site during construction of the proposed roadway. The estimated grading will involve approx. 1000 c.y. The source of any fill will be local gravel pits f. Could erosion occur as a result of clearing,construction,or use?If so,generally describe. No an erosion and sedimentation control plan will be implement at the beginning of a construction and maintained through paving. This will mitigate any erosion. g. About what percent of the site will be covered with impervious surfaces after project construction(for example,asphalt or buildings)? Approximately 45%of the total site will be covered with impervious surfaces, including roads,sidewalks,driveways and houses. h. Proposed measures to reduce or control erosion,or other impacts to the earth, if any: An erosion and sedimentation control plan will be implemented as part of the plat construction plans. Implementation of this plan will reduce/control erosion. 2. Air a. What types of emissions to the air would result from the proposal(i.e.,dust, automobile, odors, industrial wood smoke)during construction and when the project is completed? If any,generally describe and give approximate quantities if known. During construction some minor amounts of smoke/odors/dust may occur as a result of building the roadway and utility infrastructure. This amount will be insignificant. After home construction some very minor increases in odor/smoke may occur. b. Are there any off-site sources of emissions or 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: Building codes current at the time of home construction will control emissions from new homes. The long-term impact will be insignificant. 3. Water a. Surface: I) 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. Provide a sketch if not shown on site plans. 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. No. 3) Estimate the amount of fill and dredge material that would be placed in or removed from surface water or wetlands and indicate the area of the site that would be affected. In- dicate the source of fill material. None (1983 Laws) 3 [Ch. 197--11 RCW-p 40) SEPA Rules Part Eleven-197-11-960 TO BE COMPLETED BY APPLICANT EVALUATION FOR AGENCY USE ONLY 4) Will the proposal require surface water withdrawals or diversions? Give general description,purpose, and approximate quantities if known. No 5) Does the proposal lie within a 100-year floodplain? If so,note location on the site plan. No. 6) Does the proposal involve any discharges of waste materials to surface waters? If so, describe the type of waste and anticipated volume of discharge. No. b. Ground: 1) Will ground water be withdrawn,or will water be discharged to ground water? Give general description,purpose, and approximate quantities if known. No. 2) Describe waste material that will be discharged into the ground from septic tanks or other sources, if any(for example: Domestic sewage;industrial,containing the following chemicals. . .;agricultural;etc.). Describe the general size of the system,the number of such systems,the number of houses to be served(if applicable),or the number of animals or humans the system(s)are expected to serve. The proposal will discharge domestic sewage from 18 additional homes which will be conveyed thru existing mains to the Renton Sewage Treatment Plant. After treatment the effluent will be discharged to Puget Sound. c. Water Runoff(including storm water): 1) Describe the source of runoff(including storm water)and method of collection, transport/conveyance and disposal, if any(include quantities, if known). Where will this water flow? Will this water flow into other waters? If so,describe. The runoff will be from roads,landscaping and roof areas; it will be collected in a pipe storm drain system,detained within a concrete vault detention system and treated via biofiltration prior to discharge to a natural drainage course to the south. 2) Could waste materials enter ground or surface waters? If so,generally describe. No d. Proposed measures to reduce or control surface,ground,and runoff water impacts, if any. The project will have a detention system to control the increase in storm flows and a biofiltration swale to provide water quality treatment prior to discharge. (1983 Laws) 4 [Ch. 197--11 RCW-p 40] SEPA Rules Part Eleven-197-11-960 TO BE COMPLETED BY APPLICANT EVALUATION FOR AGENCY USE ONLY 4. Plants a. Check or circle types of vegetation found on the site: • deciduous tree:alder,maple,aspen,other • evergreen tree: fir,cedar,pine,other O shrubs • grass O pasture O crop or grain O wet soil plants: cattail,buttercup,bullrush,skunk cabbage,other O water plants: water lily,eel grass,milfoil,other O other types of vegetation b. What kind and amount of vegetation will be removed or altered? Trees and grasses will be removed as necessary to construct roads,sidewalks, driveways and houses. Vegetation within the bioswale easement will be removed and replanted with grass. c. List threatened or endangered species known to be on or near the site. None d. Proposed landscaping, use of native plants, or other measures to preserve or enhance vegetation on the site, if any: None proposed for construction of roads and infrastructure except for grasses to be planted in bioswale. Most additional landscaping will occur at the time of home construction. 5. Animals a. Circle any birds and animals which have been observed on or near the site or are known to be on or near the site: birds: hawk,heron,eagle,songbirds,other: mammals: deer,bear,elk,beaver,other: Small Rodents fish: bass,salmon,trout,herring,shellfish,other, None b. List any threatened or endangered species known to be on or near the site. None c. Is the site part of a migration route? If so,explain. No d. Proposed measures to preserve or enhance wildlife,if any: None 6. Energy and Natural Resources a. What kinds of energy(electric,natural gas,oil,wood stove,solar)will be used to meet the completed project's energy needs? Describe whether it will be used for heating,manu- factoring,etc. Energy sources required for the proposal will consist of electrical and natural gas and some wood may be used for fireplaces/woodstoves depending on home construction (1983 Laws) 5 [Ch. 197--11 RCW-p 40] SEPA Rules Part Eleven-197-11-960 TO BE COMPLETED BY APPLICANT EVALUATION FOR AGENCY USE ONLY 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: Energy conservation measures will occur through application of state and local mandated ordinances and application of the uniform building code. 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. No. 1) Describe special emergency services that might be required. No special emergency services will be required for this 18 lot subdivision other than the 911 services currently being provided. 2) Proposed measures to reduce or control environmental health hazards, if any: None b. Noise I) What types of noise exist in the area which may affect your project(for example: traffic,equipment,operation, other)? Traffic noise from Duvall Ave NE may slightly affect proposed residences. During construction noise from equipment will affect adjacent residences; however,this effect will be insignificant 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,others)? Indi- cate what hours noise would come from the site. Short Term -Construction equipment used in road and utility construction Long Term-Traffic noise generated by Duvall Ave NE 3) Proposed measures to reduce or control noise impacts, if any: Construction plans will provide mitigation of construction noise by appropriate muffler systems and hours of construction operation.There are no measures proposed to control future traffic noise. 8. Land and Shoreline Use a. What is the current use of the site and adjacent properties? Current property is used as the principal residence and construction business by the Brieres.Adjacent properties are residential, mostly single family detached homes. b. Has the site been used for agriculture? If so,describe. None known. c. Describe any structures on the site. An existing home,a residence used as an office,a workshop,a detached garage and storage shed. (1983 Laws) 6 [Ch. 197--11 RCW-p 40] SEPA Rules Part Eleven-197-11-960 TO BE COMPLETED BY APPLICANT EVALUATION FOR AGENCY USE ONLY d. Will any structures be demolished? If so,what? The shop and the shed will be removed. Disposal of the construction debris will comply with all current standards,specifications,ordinances and regulations. e. What is the current zoning classification of the site? Residential-Eight dwelling units per acre(R-8) f. What is the current comprehensive plan designation of the site? Residential g. If applicable,what is the current shoreline master program designation of the site? N/A h. Has any part of the site been classified as an"environmentally sensitive" area? If so, specify. Not to our knowledge. i. Approximately how many people would reside or work in the completed project? Approximately 54 j. Approximately how many people would the completed project displace? C1 S Tbe.Bciers,who are the only--residents,-intend-to move once construction'is-complete. k. Proposed measures to avoid or reduce displacement impacts,if any: None proposed I. Proposed measures to ensure the proposal is compatible with existing and projected land uses and plans, if any: Compliance with comprehensive plan and current zoning 9. Housing a. Approximately how many units would be provided, if any? Indicate whether high,mid- dle,or low-income housing. 18 middle-income residences(2 of which are existing) b. Approximately how many units, if any,would be eliminated? Indicate whether high, middle, or low-income housing. None c. Proposed measures to reduce or control housing impacts,if any: None. 10. Aesthetics a. What is the tallest height of any proposed structure(s),not including antennas;what is the principal exterior building material(s)proposed? Building height maximum=30' (by code) Exterior building material wood,wood like productswith possibly some brick. b. What views in the immediate vicinity would be altered or obstructed? None c. Proposed measures to reduce or control aesthetic impacts, if any: None proposed at this time. (1983 Laws) 7 [Ch. 197-11 RCW-p 40] SEPA Rules Part Eleven-197-11-960 TO BE COMPLETED BY APPLICANT EVALUATION FOR AGENCY USE ONLY 11. Light and Glare a. What type of light or glare will the proposal produce? What time of day would it mainly occur? Additional lighting will be installed due to the city mandated street lighting installations. Some area lighting of individual homes may also occur. b. Could light or glare from the finished project be a safety hazard or interfere with views? None c. What existing off-site sources of light or glare may affect your proposal? None. d. Proposed measures to reduce or control light and glare impacts, if any: None proposed 12. Recreation a. What designated and informal recreational opportunities are in the immediate vicinity? May Creek Park is within 1/2 mile of site. Hazen High School facilities are within 1/2 mile of site Sierra Heights Park and Kiwanis Park are within 1 mile of site b. Would the proposed project displace any existing recreational uses? If so,describe. No. c. Proposed measures to reduce or control impacts on recreation, including recreation op- portunities 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 preser- vation registers known to be on or next to the site? If so,generally describe. No. b. Generally describe any landmarks or evidence of historic,archaeological,scientific,or cultural importance known to be on or next to the site. None c. Proposed measures to reduce or control impacts,if any: None 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. Duvall Ave. NE to the west and Elma Ave. NE to the south. b. Is site currently served by public transit? If not,what is the approximate distance to the nearest transit stop? No public transit is available at NE 19th Street; however,public transit is available on Duvall Ave NE less than 1/4 mile away. TO BE COMPLETED BY APPLICANT EVALUATION FOR (1983 Laws) 8 [Ch. 197--11 RCW-p 401 SEPA Rules Part Eleven-197-11-960 AGENCY USE ONLY c. How many parking spaces would the completed project have? How many would the project eliminate? Number of parking spaces added=72(2 in driveway/2 in garage) No parking will be eliminated. d. Will the proposal require any new roads or streets,or improvements to existing roads or streets,not including driveways? If so,generally describe(indicate whether public or private). The proposal will require extending and connecting NE 19th Street east from Duvall Ave.NE and Elma Ave. NE from the south property line.Both streets will be public. e. Will the project use(or occur in the immediate vicinity of)water,rail,or air transporta- tion? If so,generally describe. No. f. How many weekday vehicular trips one way would be generated by the completed project? If known, indicate when peak volumes would occur. Approximately 180 trips per day(all Types)will be generated by this development. Peak volumes will occur 6-9 a.m.and 4-6 p.m. g. Proposed measures to reduce or control transportation impacts, if any: None proposed at this time. 15. Public Services a. Would the project result in an increased need for public services(for example: fire pro- tection,police protection,health care,schools,other)? If so,generally describe. A small insignificant increase in the need for public services will occur because of this new development. Services serving single family residences will be required. b. Proposed measures to reduce or control direct impacts on public services, if any. No measures to control direct impacts are proposed. The increased tax base should mitigate this project's impact on public services. 16. Utilities a. Circle utilities currently available at the site:electricity, natural gas,water, refuse serv- ice,telephone,sanitary sewer,septic system,other. Cable TV 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. The city of Renton will provide sewer,water and refuse services.Telephone will be provided by US WEST.Gas and electricity will be provided by Puget Sound Energy. Cable T.V.will be provided by TCI. C. SIGNATURE The above answers are true and complete to the best of my knowledge. I understand that the lead agency is relying on the to make its decision. Signature: ej . . Date Submitted: 17 /9 (1983 Laws) 9 [Ch. 197--11 RCW-p 401 :VELOPMENT SERVICES DIVISION WAIVER OF SUBMITTAL REQUIREMENTS FOR LAND USE APPLICATIONS LAND USE PERMIT SUBMITTAL WAIVED MODIFIED COMMENTS: REQUIREMENTS: BY: BY: Calculations, Survey, Drainage Control Plan 2 Drainage Reports -r4 Elevations Architectural 3 AND 4 f� j { tJ Elevations, Grading 2 Aft . ""V--- Existing'Covenants (Recorded Copy)4 Existing Easements (Recorded Copy) 4 Flood Plain Map, if applicable 4 Floor Plans 3AND4 Geotechnical Report 2ANo3 �_ ,; Grading Plan, Conceptual 2 Grading Plan, Detailed 2 a.,rJ ? King County Assessor's Map Indicating Site 4 Landscaping Plan, Conceptual 4 Legal Description 4 List of Surrounding Property Ow.ners4 Mailing Labels for Property Owners 4 Map of Existing Site Conditions 4 Master Application Form 4 Monument Cards (one per monument) , Parking, Lot Coverage & Landscaping Analysis 4 Plan Reductions (PMTs) 4 Postage 4 Public Works Approval Letter 2 Title Report or Plat Certificate 4 Topography Map (5' contours)3 Traffic Study 2 t/(, Tree Cutting/Vegetation Clearing Plan 4 Utilities Plan, Generalized 2 Wetlands Delineation Map4 1, o SM 1'7J7 G Ztx.; Wetlands Planting Plan 4 U^ Wetlands Study4 iA,Q•t,t- — 4 tk eel t., This requirement may be waived by: gn&C- e/rit/ C eP7 1. Property Services Section PROJECT NAME: 2. Public Works Plan Review Section 3. Building Section DATE: 9 —/7 9 4. Development Planning Section h:\division.s\develop.ser\dev.plan.ing\waiver.xls C1`�Y OAm � + + CITY OF RENTON FIRE PREVENTION BUREAU '.1\T'ro MEMORANDUM DEVELOPMENT PI_^."• _;;:6 CITY OF REN I c.w DATE: June 29, 1999 SEP 2 () 1999 TO: Laureen Nicolay, Planner I RECEIVED • FROM: Jim Gray, Assistant Fire Marsha . i,(1i-- SUBJECT: Briere Creek Preliminary Plat, 19 0 Blk Duvall 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 s required for all new single-family structures. /I)L tr recces to e-Ecoeot0,5 3. Provide inter-tie between NE 19th Street, (proposed), to NE 18th Street to the south. Please feel free to contact me if you have any questions. .0 30x:' -Cc, J , S-r comae Or- gl7S . JS( A- 7��( can Li V-G P+ CST esr (-CIttitSU.1ei S"(OPilr�� FITZ(JS c� Ai'(De S PE-S5 - JC�w r- Co.lsz.z- ctx. C V- -7 /i5 ZG311-1c TA.10kn4unt wtgzei -tcxx"-1 gNse wtzt-t r'cet,lEZ I { C-- aec sTe 7tJ% • CITY OF RENTON MEMORANDUM DATE: June 30, 1999 TO: Laureen Nicolay FROM: Arneta Henninger X7298 SUBJECT: BRIERE CREEK PLAT PREAPPLICATION DUVALL AV NE & NE 19TH ST I have reviewed the preapplication for this 18 lot plat located in the general vicinity of NE 19th St and Duvall Av NE in Section 3-23-5 and have the following comments: SEWER: • This project is located in the Aquifer Protection Zone 2. • There is an 8" sanitary sewer main in Duvall Av NE. • A sanitary sewer main extension (minimum 8" in diameter) is required to serve this plat. • The sanitary sewer main location shown on the conceptual utility drawing needs to be modified. The construction timing of the adjacent plat to the south will determine the direction of discharge for the main for this plat. If the plat to the south is completed first then this plat (named Briere Creek) needs to extend the main to approximately 60' west from the location shown on the conceptual utility plan, install a MH then extend the main to the north property line to end in a cleanout. If the plat to the south does not develop at this time then Briere Creek will need to extend the main thorough the site as shown on the conceptual utility plan and extend the main as noted above and connect the new main into the sanitary sewer main in Duvall Av NE. • Please note that dual sidesewerjs will not be allowed (proposed lots 11 and 12 need to have separate sidesewers.) • System Development Charges per ea new lot are required. The Development Charges are collected-as rsart-of-th nstruction permit. WATER: • This site is located in the Aquifer Protection Zone 2. • This site is located in the 565 pressure zone. BRIERE CREEK PLAT PREAPPLICAT"" July 2, 1999 Page 2 • There is a 12" watermain in Duvall Av NE. • The applicant is responsible for connecting to the 12" watermain in Duvall Av NE, installing a minimum 8" watermain to the east into the plat and then extending an 8" watermain to the south property line and connecting to the watermain on the south side which is the watermain proposed by the adjacent plat to serve the new lots. • Any new construction must have a fire hydrant capable of delivering a minimum of 1,000 GPM fire and shall be located within 300 feet of the structure. This distance is measured along a travel route. Additional fire hydrants will be required as a part of this project to meet this criteria. • Water System Development Charges f $850 per each new t will be required for this project. The Development Charg s—are t part of the construction permit. STORM DRAINAGE: • There are storm drainage facilities in Duvall Ave NE. • A storm drainage report shall be submitted with the formal application. A storm drainage content list is attached. All storm shall be designed in accordance with the 1990 King County Surface Water Drainage Manual. • The storm water division recommended a level 2 offsite analysis to demonstrate that the downstream storm system that will convey runoff from this project and the surrounding tributary area has adequate capacity. The capacity of the downstream system to the existing SDMH in Field Ave. NE should be checked as part of this and/or the future project. The applicant for Briere Creek may submit the Drainage Report that was done for the plat to the south (include the Level 2 offsite analysis) and just do a supplement that addresses this new plat (Briere Creek). • A 15' easement to the Plat homeowners association needs to be established between lots 8 & 9 for maintenance purposes. The easement should prohibit fences and rockeries. • The Surface Water System Development Charges of $385 per each new lot applies to the proposed project. The Development Charges are collected either as part of the construction permit. STREET IMPROVEMENTS: • The new internal streets for the plats must be improved with curb, gutter, sidewalk, paving, street drainage and street lighting. The pavement section must be a minimum of 32 feet in width, with a minimum thickness of 4" asphalt over 6" crushed rock. • Street lighting is required to be installed for this project. BRIERE CREEK PLAT PREAPPLICATIOY July 2, 1999 Page 3 • All new electrical, phone and cable services and lines must be undergrounded. • The Traffic Mitigation Fee of $75 per net new average daily trip (approximately $750 per each new lot) shall be paid prior to recording of plat. GENERAL: • All required utility, drainage and street improvements will require separate plan submittals prepared according to City of Renton drafting standards by a licensed Civil Engineer. • Permit application must include an 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 $100,000 but less than $200,000, and 3% of anything over $200,000. Half of the fee must be paid upon application for building and construction permits, and the remainder when the permits are issued. There may be additional fees for water service related expenses. See Drafting Standards. BRIERECAPA Gti - C. CITY OF RENTON + riR + DRAFTING STANDARDS ii'N .� details. Also include table of wiring Then a separate right of way plan shall be schedule, wiring schematic, table for prepared giving the following plan luminaire schedule,notes and details. information: 14. Traffic control plan is required on all a) Easement limits,easement centerline, projects., centerline stationing,bearings and distances. 15. On composite utility plan, show overhead and b) Location of the utility within the underground electrical and communication easement. facilities. c) Distance from the utility line to the easement centerline. • 16. Plans for structures shall be full dimensional d) Centerline stationing and offset for all and shall show complete construction valves, fittings,meters, hydrants,vaults, elevations and loading diagrams when manholes,blow-off assemblies, bends, applicable. All plans shall provide the outfall structures,utility crossings, necessary detail required for preparation of intersection with street centerlines and bar schedules and bar placement without the property lines. necessity of making separate shop or e) Watermains,sanitary sewers and storm placement drawings. Structural steel use shall drain lines shall normally be located 2.5 include such detail that shop drawings can be feet off of the easement centerline. prepared without additional design. f) Easements for utilities shall be fifteen (15) feet in width or greater if required 17. Each submittal shall include on the first or by the Utility Director to accommodate second sheet of the Transportation Plans a larger pipe sizes,access needs or other "Summary of Quantities", describing the special requirements. items to be removed, relocated, or. installed, and their quantities. DRAINAGE REPORT CONTENT LIST Easement Criteria: A. Stamped and signed by a Registered Washington P.E. on front page. Complete Utilities and roadway improvements that are to Technical Information Report (TIR) be a part of the public system and represent a part Worksheet that is enclosed. (see attached) of the City's capital improvements shall be constructed in public rights-of-way or easements. B. Briefly describe the construction involved. Easements granted to the City of Renton for the placement of public utilities shall be in a form C. Describe existing and proposed on-site acceptable to the City. The following information drainage features. shall be provided for all easements: D. Core and Special Requirements: 1. Legal description, which shall be certified by a registered Land Surveyor or Professional 1. Show that Core Requirements 1-5 in Engineer if it is a Metes & Bounds or a Section 1.2 are addressed. Centerline based description. 2. Show that all Special requirements in 2 A scaled drawing on 8-'/:" by 11" sheet Section 1.3 that are applicable to this showing the casement in a clear legible project are addressed. manner. E. Use the SBUH/SCS hydrograph method to compute required on-site detention. (Using 2,10, and 100 24 hour design storm events for ,.. __ . Page 1 of 2 King County Building and Land Development Division TECHNICAL INFORMATION REPORT (TIR) WORKSHEET PART,1 PAOJECT UWNER AND:. �45: .: 4AR1 PROJECT LOCAT10Na.r'"j. =K:=a;Ot • :;rd.Rg .• .:PROJECt ENGINEER 4- r )' . ;:.•AND DESCRIPTION�:.: ,. --•,;- •�r Project Owner Project Name Address Location Phone Township _- Project Engineer Range Section Company Project Size AC _ Address Phone Upstream Drainage Basin Size _. . AC i_ • :PARTl371fPEOF PERMIT APPUCATION':' . PART 4:OTHER• 1-1 Subdivision (l DOF/G HPA Il Shoreline Management ID Short Subdivision (—] COE 444 Q Rockery ' �.._� G• rading ED DOE Dam Safety El Structural Vaults t ``) Commercial FEMA Floodplain n Other O• ther I—1 COE Wetlands 1-7 HPA fy;SRE:CO1NMaliteANDOAAIN ofBASIN'.'`ass -Itak`' ,q,0' ',:,10:44'�*:':s ,''r• •"�-4{3 :??.?V kAir Community • Drainage Basin 3 !�1LRTS�TEliA �., _ z RACTERIS CSC r'. err•:�.�: ;w . ,- _=1r : t' _. : ,; ,: �}1,', ;f , i 4• • .�' •w' .CK•��•...'..Y.r>1. vorti j!..3lS v4•.S,!'-iMw•. ;'T.... •::►e+l+:lCd.:i ,.`'/ i7d 't•.V.wr:L>tiS}Y. _.�• R• iver - -_-- LJ Floodplain .-- �.J Stream ri Wetlands it C• ritical Stream Reach [Ti Seeps/Springs. • L Depressions/Swales • ri High Groundwater Table Lake ___. 11 Groundwater Recharge •' Steep Slopes .__. _...._....-. -'-- _._._... ) Other Lakeside/Erosion Hazard • " �. ._yi� ems,. S �,r. li!•F0 • Y i ' Rvwv r•• c.• t +}} 7 ct i�� 5! —•' fS•V' leANT '�.'�'rr► aS}1 'wlr t �% . v � y',l�fl.j t{ 14U! ...t� •,ftJ•SSt;K, u lnwrus • 'R"! • 7Y • rA w• i S• •.�.. � bit_ t 'tKA•'�. .+ ! .. ak�Ta� rr ., • .1Z!..:a/`t. •.t•A.Q w� SS,. Soil Typo Slopes Erosion Potential Erosive Vcloal!cr. Addil;onal Sheets Atlalched OcN G, eli Cp o� ` , /999 v. MEMORANDUM 16b ti . DATE: .612-4/99 TO: Construction Services, Fire Prevention, Plan, Review, Project Planner FROM: Jana Hanson, Development Services Division Director SUBJECT: New Preliminary Application: gRkc CRECK MUL. PLAT LOCATION: 190O 4LOGK or O V\LL t \J . . PREAPP NO. °I°1 - 52 • A meeting with the applicant has been scheduled for .O._ .A M , Thursday, i OL`t IF , in one of the 6 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 AM 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. Please submit your written comments to L1\UPL L 1 . at least two (2) days before the meeting. Thank you. 4/a (_ . X-e_A,Ly ' e- 6''' Preapp2 Development Planning Section PREAPPLICATION COMMENTS BRIERE CREEK PRELIMINARY PLAT-18 LOTS 1900 Block of Duvall Avenue NE July 15, 1999 The applicants, William and Terri Briere, have proposed a 18-lot plat of an existing 3.76 acre parcel to accommodate the construction of 16 additional single family residences. Two existing single family residences are proposed to remain (on future Lots 1 and 18). General. We have completed a preliminary review of the pre-application materials for the above-referenced development proposal. The following comments on development and permitting issues are based on the pre- application submittals made to the City of Renton by the applicant and the Codes in effect on the date of review. The applicant is cautioned that review comments may need to be revised based on site planning and other design changes required by City staff or made by the applicant. Also, information contained in this summary may be subject to modification and/or concurrence by official decision-makers (e.g., Hearing Examiner, Zoning Administrator, Board of Adjustment, Board of Public Works, and City Council). The applicant is encouraged to review all applicable sections of the Renton Municipal Code. Land Use Permits Required: The proposal will require a preliminary plat approval and environmental review. Processing time for a preliminary plat is approximately 16 to 18 weeks, assuming no appeals are filed. A complete preliminary plat application package is attached. Also attached are the application forms for the final step in the platting process, the final plat application. Uses and Density: The subject site is zoned R-8, Residential 8-Units Per Acre. Since the existing parcel is greater than one half acre in size, this zone permits residential development at densities at between 5 and 8 dwelling units per net acre. Based upon the lot size (3.76 acres shown on the plan and 3.67 indicated in a letter) and area in streets (.63 acre) provided by the applicant and assuming the site contains no sensitive areas, the 18-lot proposal results in a net density of approximately 5.75 units per acre which falls within the density range permitted by the zone. Access: RMC Section 4-7-170B states: "Each lot must have access to a public street". Each lot in the proposed short plat will front on and have direct access from a newly created public street (NE 1911h Street and Elma Avenue NE) with the exception of Lots 10, 11, and 12 which are proposed will be accessed via a Tract A. This will actually need to be a private access easement a minimum of 26 feet in width. Minimum Lot Size: Not all lot square footages are indicated, however, the proposal appears to comply with the 4,500 sq. ft. minimum lot size permitted by the zone providing lots ranging in size from 4,750 to over 21,000 square feet. Lot Width and Depth: The minimum lot width in this zone is 50 feet for interior lots and 60 feet for corner lots. The minimum lot depth is 65 feet. The proposal • appears to comply with these provisions. Setbacks: Setbacks for the existing residences to remain are not indicated. All existing residence setback dimensions must be indicated on the formal plat application drawing. New Lot 18 must either provide a minimum rear yard of 20 feet between the closest wall of the existing residence and the northerly property line or the plat will need to be reconfigured to create a 20-foot setback from Lot 18's easterly line. Eaves may overhang into the setback a maximum of 24". Lot 1 setbacks appear to comply with code requirements but this will need to be checked once dimensions are available. Setback notes on the plat indicate that new construction may have a front yard setback of 15 feet. This is true for the home itself, however, for attached garages, the setback is 20 feet. Lot Coverage: Square footages for the home footprints and lot sizes were not provided, so I was unable to determine compliance with lot coverage requirements. The maximum lot coverage allowed by the R-8 Zone is 35 Accessory Buildings: The accessory buildings shown to be removed on the plat will need to be removed prior to recording of the plat. A demolition permit for each existing parcel will be required to be issued, inspected and finaled before the plat can be recorded. Mitigation Fees: For the purposes of calculating mitigation fees for this development, fees will be based on a total of 16 dwelling units (rather than 18) as the applicant will be given credit for the two existing houses now located on the site. See attached fee schedule for mitigation fees. Sensitive Areas: Although no site visit was conducted, the site is not indicated as sensitive on the City's Greenbelt, Flood, or Wetlands maps. The site is located in Aquifer Protection Zone 2 (APA 2) and the City's slide map notes the presence of medium to high slide hazard for properties to the to the north and east of the site. A geotechnical report will be required as part of the formal preliminary plat application in order to determine any building issues related to the lots on the eastern border of the site. The APA 2 designation should have no impact on the development since the lots are to be sewered. Comments by: Laureen Nicolay (425) 430-7294 . . . . � �1 - 13I (yr . , , . • • First American Title Insurance Company BUILDER/DEVELOPER SERVICES DIVISION 2101 FOURTH AVENUE, SUITE 800 * SEATTLE, WASHINGTON 98121-9977 BUILDER TITLE OFFICER: DICK CAYS PHONE : (206) 615-3072 E-MAIL: dcays@firstam.com FAX NO . : (206) 615-3059 AMENDED SUBDIVISION GUARANTEE ORDER NO. 4 0 8 3 9 8-9 K DEVELOPMENT PLANNING CITY OF RENTON LIABILITY: $1, 000 . 00 SEP 2 i 1999 FEE: $200 . 00 TAX: $17 .20 RECEIVED FIRST AMERICAN TITLE INSURANCE COMPANY, a California corporation, herein called the Company, SUBJECT TO THE LIABILITY EXCLUSIONS AND LIMITATIONS SET FORTH BELOW AND IN SCHEDULE A GUARANTEES • BRIERE & ASSOCIATES herein called the Assured, against actual loss not exceeding the liability amount stated above which the Assured shall sustain by reason of any incorrectness in the assurances set forth in Schedule A. LIABILITY EXCLUSIONS AND LIMITATIONS 1 . No guarantee is given nor liability assumed with respect to the validity, legal effect or priority of any matter shown herein. 2 . The Company' s liability hereunder shall be limited to the amount of actual loss sustained by the Assured because of reliance upon the assurance herein set forth, but in no event shall the Company' s liability exceed the liability amount set forth above . 3 . This guarantee is restricted tq.. the use of the Assured for the purpose of providing title evidence as may be required when subdividing land pursuant to the provisions of Chapter 58 .17, R.C.W. , and the local regulations and ordinances adopted pursuant to said statute . It is not to be used as a basis for closing any transaction affecting title to said property. Page 1 WA-97 (5/95) AMENDED SUBDIVISION GUARANTEE ORDER NO. 408398-9K SCHEDULE A The assurances referred to on the face page are: A. Title is vested in: WILLIAM A. BRIERE AND TERRILL L. BRIERE, HUSBAND AND WIFE, AS TO LOTS A AND B, AND WILLIAM A. BRIERE, AS HIS SEPARATE ESTATE, AS TO LOT 1 B . That according to the Company' s title plant records relative to the following described real property (including those records maintained and indexed by name) , there are no other documents affecting title to said real property or any portion thereof, other than those shown below under record matters . The following matters are excluded from the coverage of this guarantee : 1 . Unpatented mining claims, reservations or exceptions in patents or in acts authorizing the issuance thereof . 2 . Water rights, claims or title to water. 3 . Tax Deeds to the State of Washington. 4 . Documents pertaining to mineral estates . Description: LOTS A AND B OF CITY OF RENTON SHORT PLAT NO. 047-77, ACCORDING TO SHORT PLAT RECORDED DECEMBER 14, 1978 UNDER RECORDING NO. 7812149019, IN KING COUNTY, WASHINGTON; AND LOT 1 OF CITY OF RENTON SHORT PLAT NO. 307-79, ACCORDING TO SHORT PLAT RECORDED JUNE 20, 1979 UNDER RECORDING NO. 7906209010, IN KING COUNTY, WASHINGTON. Page 2 WA-97 (5/95) ORDER NO. 408398-9K Record Matters : 1 . GENERAL TAXES . THE FIRST HALF BECOMES DELINQUENT AFTER APRIL 30TH. THE SECOND HALF BECOMES DELINQUENT AFTER OCTOBER 31ST. YEAR: 1999 AMOUNT BILLED : $1, 914 .28 AMOUNT PAID: $ 957 .14 AMOUNT DUE: $ 957 .14 , PLUS INTEREST AND PENALTY, IF DELINQUENT TAX ACCOUNT NO. : 516970-0015-09 ASSESSED VALUE OF LAND : $66, 000 .00 ASSESSED VALUE OF IMPROVEMENT: $77 , 000 .00 (AS TO LOT A) 2 . GENERAL TAXES . THE FIRST HALF BECOMES DELINQUENT AFTER APRIL 30TH. THE SECOND HALF BECOMES DELINQUENT AFTER OCTOBER 31ST. YEAR: 1999 AMOUNT BILLED: $5,437 .56 AMOUNT PAID: $2,718 .78 AMOUNT DUE : $2,178 .78, PLUS INTEREST AND PENALTY, IF DELINQUENT TAX ACCOUNT NO. : 516970-0015-04 ASSESSED VALUE OF LAND: $198, 000 . 00 ASSESSED VALUE OF IMPROVEMENT: $209, 000 . 00 (AS TO LOT B) 3 . GENERAL TAXES . THE FIRST HALF BECOMES DELINQUENT AFTER APRIL 30TH. THE SECOND HALF BECOMES DELINQUENT AFTER OCTOBER 31ST. YEAR: 1999 AMOUNT BILLED: $2,127 .71 AMOUNT PAID: $1, 063 . 86 AMOUNT DUE : $1, 063 . 85, PLUS INTEREST AND PENALTY, IF DELINQUENT TAX ACCOUNT NO . : 516970-0022-05 ASSESSED VALUE OF LAND: $ 55, 000 . 00 ASSESSED VALUE OF IMPROVEMENT: $104, 000 .00 (AS TO LOT 1) 4 . FACILITY CHARGES, IF ANY, INCLUDING BUT NOT LIMITED TO HOOK- UP, OR CONNECTION CHARGES AND LATECOMER CHARGES FOR WATER OR SEWER FACILITIES OF THE CITY OF RENTON AS DISCLOSED BY INSTRUMENT RECORDED DECEMBER 3 , 1986 UNDER RECORDING NO. 8612031455 . 5 . SPECIAL ASSESSMENT DISTRICT FOR SANITARY SEWER SERVICE AS ESTABLISHED BY ORDINANCE NO. 4045 OF THE CITY OF RENTON RECORDED UNDER RECORDING NO. 8705081043 , WHEREIN AN ASSESSMENT WAS ESTABLISHED FOR THE PROPERTY HEREIN DESCRIBED. Page 3 WA-97 (5/95) ORDER NO. 408398-9K 6 . DEED OF TRUST AND THE TERMS AND CONDITIONS THEREOF: GRANTOR: WILLIAM A. BRIERE AND TERRILL L. BRIERE, HUSBAND AND WIFE TRUSTEE : FIRST AMERICAN TITLE INSURANCE COMPANY BENEFICIARY: DELMER WEBB AND SHIRLEY WEBB, HUSBAND AND WIFE AMOUNT: $105, 000 .00 DATED: MARCH 26, 1996 RECORDED: APRIL 1, 1996 RECORDING NO . : 9604011391 (AS TO LOT A) 7 . DEED OF TRUST AND THE TERMS AND CONDITIONS THEREOF: GRANTOR: WILLIAM A. BRIERE AND TERRILL L. BRIERE, HUSBAND AND WIFE TRUSTEE: FIDELITY NATIONAL TITLE - LYNNWOOD 01, A WASHINGTON CORPORATION BENEFICIARY: WASHINGTON MUTUAL BANK AMOUNT: $180, 000 .00 DATED: JUNE 15, 1998 RECORDED: JUNE 23 , 1998 RECORDING NO . : 9806230905 (AS TO LOT B) 8 . DEED OF TRUST AND THE TERMS AND CONDITIONS THEREOF: GRANTOR: WILLIAM A. BRIERE AND TERRILL L. BRIERE, HUSBAND AND WIFE TRUSTEE : • FIRST AMERICAN TITLE INS CO - KING CO BENEFICIARY: WASHINGTON MUTUAL BANK. AMOUNT: $307, 500 .00 DATED: JUNE 23 , 1999 RECORDED: JUNE 29, 1999 RECORDING NO. : 19990629000424 (AS TO LOT B) 9 . DEED OF TRUST AND THE TERMS AND CONDITIONS THEREOF: GRANTOR: WILLIAM A. BRIERE AND TERRILL L. BRIERE, HUSBAND AND WIFE TRUSTEE : FIRST AMERICAN TITLE INSURANCE COMPANY BENEFICIARY: GERALD J. BRIERE AND GAYLE A. BRIERE, HUSBAND AND WIFE AMOUNT: $60,726 . 00 DATED: FEBRUARY 27, 1995 RECORDED: MARCH 1, 1995 RECORDING NO . : 9503010023 (AS TO LOT 1) 10 . UNRECORDED LEASEHOLDS AND RIGHTS OF TENANTS, IF ANY. 11 . RIGHT OF THE PUBLIC TO MAKE NECESSARY SLOPES FOR CUTS OR FILLS UPON SAID PREMISES IN THE ORIGINAL REASONABLE GRADING OF STREETS, AVENUES, ALLEYS AND ROADS, AS DEDICATED IN THE PLAT OF JOSEPH P. MARSHALL TRACTS . Page 4 WA-97 (5/95) • ORDER NO. 408398-9K 12 . TEMPORARY WATER SERVICE AGREEMENT AND THE TERMS AND CONDITIONS THEREOF: BETWEEN: ROBERT PETET AND WIFE KATHLEEN AND: RENTON WATER DISTRICT RECORDED: OCTOBER 3 , 1977 RECORDING NO . : 7710030509 (AS TO LOT B) 13 . RESTRICTIONS, CONDITIONS, DEDICATIONS, NOTES, EASEMENTS AND PROVISIONS CONTAINED AND/OR DELINEATED ON THE FACE OF THE SHORT PLAT RECORDED UNDER KING COUNTY RECORDING NO. 7812149019 . 14 . RESTRICTIONS, CONDITIONS, DEDICATIONS, NOTES, EASEMENTS AND PROVISIONS CONTAINED AND/OR DELINEATED ON THE FACE OF THE SHORT PLAT RECORDED UNDER KING COUNTY RECORDING NO. 7906209010 . 15 . DECLARATION OF RESTRICTIVE COVENANTS : RECORDED: JUNE 20, 1979 RECORDING NO. : 7906201088 (AS TO LOT 1) 16 . TEMPORARY WATER SERVICE AGREEMENT AND THE TERMS AND CONDITIONS THEREOF: BETWEEN: FRANCIS AND MARCELANE BRIERE AND: RENTON WATER DISTRICT RECORDED: JULY 9, 1979 RECORDING NO. : 7907090781 (AS TO LOT 1) 17 . EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN: RECORDED: AUGUST 8, 1979 RECORDING NO . : 7908080709 IN FAVOR OF: PUGET SOUND POWER AND LIGHT COMPANY, A WASHINGTON CORPORATION FOR: ELECTRIC TRANSMISSION AND/OR DISTRIBUTION SYSTEM AFFECTS : THE SOUTH 5 FEET OF THE WEST 5 FEET OF LOT 1 OF CITY OF RENTON SHORT PLAT NO. 307-79 RECORDED UNDER RECORDING NO. 7906209010 NOTICE : "THE COMPANY EXPRESSLY DISCLAIMS ANY LIABILITY RESULTING FROM DATE FIELD RELATED COMPUTER PROCESSING ERRORS, INCLUDING WITHOUT LIMITATION, "YEAR 2000" ERRORS, OF THIRD PARTIES UPON WHOM THE COMPANY DEPENDS IN PROCESSING INFORMATION NECESSARY TO ACT AS THE SETTLEMENT AGENT AND/OR INSURE THE TRANSACTION. THIS NOTE IS FOR INFORMATION PURPOSES ONLY; IT WILL NOT BE CARRIED OVER INTO ANY TITLE POLICY AND WILL NOT BE CONSTRUED IN ANY WAY TO MODIFY OR LIMIT ANY POLICY WHICH IS ISSUED PURSUANT TO THIS COMMITMENT. " Page 5 WA-97 (5/95) ORDER NO. 408398-9K DATED: SEPTEMBER 14, 1999 AT 8 : 00 A.M. TITLE OFFICER RCH/EJH Page 6 WA-97 (5/95) I, ( NOTICE 'N ORDER NO. -t:D 39 Is SUBDIVISION 790(?O1OIO/7Sc/2I/49011 This Sketch is furnished as a courtesy only by First American RCDG NO./VOL ./VOL & PG. •^ Title Insurance Company and it is JsTOT a part of any tine OTR S& SEC 3 3 TWNSHP.23AJ RNG commitment or policy of tide insurance. N This sketch is furnished solely for the purpose of assisting in 1111/4 locating the premises and does not purport to show all highways, [...... roads,or easements affecting the property. No reliance should W E be placed upon this sketch for the location or dimensions of the property and no liability is assumed for the correctness thereof. s j1328.58 �lr.is•+[-it<<---fit s� .r4v w. Al.. ., n. ' ...7.,. ,.•• ,.,• •')..J• ..nI jy.a. �►� . 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Space Reserved Tor Rerorder'e Use 'ter ["4 Filed for Record at Request of • i CEDAR RIVER ESCROW, INC. S; 2806 N.E. Sunset Blvd., Suite D . Renton, WA 98056 8 y z 1 Order No. 319705-1 X ,lti ,.t.., WHEN RECORDED RETURN TO m A WILLIAM A. BRIERE , 2002 Duvall Ave. NE M Renton, WA 98059 1 -fit.{ Escrow No. 96029 g :.il' O Statutory Warranty Deed Cl THE GRANTOR DEIXER rn•ns and SHIRLEY WSBB, Husband and Wife • 41-4 for and in consideration Of the sum of Ten Dollars and other good end valuable consideration 0 in hand paid.conveys and warrants to WILLIAM A. BRIER= and TERRILL L. BRIERE, Husband and (. cl Wife • the following described real estate,situated in the County of King.State of Washington: Lot A of CITY OP REN'1`ON SHORT PLAT NO. 047-77, recorded under Recording • (r No. 7812149019, records of Ring County, Washington. %f C.) ("' Subject to: • i '. Ur See Exhibit "A" attached hereto and made a part hereoft by reference. IT) r:` -11img— U2 / s v y rt sr 1 tn. yil; ' er �4,, l," I;'•,;. �•t n '.i, f. 'i Dated this Twenty-Sixth day of March,1996 I � i 4ii /{,) f t • D W!88 SHIRLEY WLBB .. / 1 4 r— l�,t Q„,,,t✓ .-'/i O 4 ':i.; g State of Washington } ,:. 0-. ; n County of King i`4 '! V " I certify that I know or have satisfactory evidence that DELVER WEBS, and SHIRLEY WEED It/arc the person(s) t who appeared before me,and said person(s)acknowledged that they signed this instrument and acknowledged it to be .,,, their for and voluntary act for the uses and purposes mcntio in this inst tnent. DATED: -/— 9 (ca r Irv:;. .•fl Lewis cm as •'•: ; NoIary Public in and for the Stale of Washington, it;;-. ,`sssuuuyrsl //residing at Renton `:' ,,,dui_GW�1.4 ",, My appointment expires:April 15,2000 7 f} V LPB-10 -)4 NOTARY S' :'i'1 4....at. s•.7�2 tt55 0164,.`� 0:.%a . ,iJfi , •y ,c,tnni 1,,, E1477499 04/01/96 250i-:00- i45O00:0O .1 i+ .,•. . 17 rl1 t I a®as •t • 5. RESTRICTIONS CONTAINED ON THE FACE OF SAID PLAT, AS FOLLOWS: NO LOT OR PORTION OF A LOT IN THIS•PLAT SHALL BE DIVIDED AND SOLD OR �_,..�.. RESOLD, OR OWNERSHIP CHANGED OR TRANSFERRED WHEREBY THE OWNERSHIP OF ANY PORTION OF THIS PLAT SHALL BE LESS THAN THE AREA REQUIRED FOR THE USE DPSTRICT STATED ON THIS PLAT. ALL TRACTS IN THIS PLAT ARE RESTRICTED TO S-1, SUBURBAN DISTRICT USE AND ARE SUBJECT TO THE PROVISIONS OF RESOLUTION NO. 6494 AND ANY FUTURE AMENDMENTS THERETO. 6. EASEMENT DEDICATED IN SAID PLAT FOR THE RIGHT TO MAKE SLOPES FOR CUTS OR FILLS ALONG THE PLATTED STREET MARGIN(S) OF SAID PREMISES. 7. AGREEMENT AND THE TERMS AND CONDITIONS THEREOF BETWEEN: ROBERT PETET AND WIFE KATHLEEN AND: RENTON HATER DISTRICT DATED: SEPTEMBER 22, 1977 RECORDED: OCTOBER 3, 1977 RECORDING NO.: 7710030509 PURPOSE: OWNER AGREES, IN CONSIDERATION OF THE RENTON WATER DEPARTMENT GRANTING A PERMIT TO CONNECT A TEMPORARY WAL'EK A SERVICE AND/OR MAIN IN DUVALL AVENUE NORTHEAST NOT TO b • coPROTEST PERMANENT CONSTRUCTION OF A PERMANENT WATERMAIN TO 1 (7 SERVE SAID PROPERTY, OR ANY ASSESSMENT THEREFOR. '-4 8. TERMS, COVENANTS, CONDITIONS AND RESTRICTIONS AS CONTAINED IN SHORT ;• O PLAT NO. 047-77 CO RECORDED: DECEMBER 14, 1978 • O RECORDING NO.: 7812149019 REFERENCE IS MADE TO SAID DOCUMENT FOR FULL PARTICULARS, A COPY OF WHICH IS HERETO ATTACHED. j- x� ti 3. SPECIAL ASSESSMENT DISTRICT FOR SANITARY SEWER SERVICE AS ESTABLISHED i,:` BY ORDINANCE NO. 4045 OF THE CITY OF RENTON RECORDED UNDER RECORDING NO. 8705081043, WHEREIN AN ASSESSMENT OF $5,257.85 WAS ESTABLISHED FOR �= THE PROPERTY HEREIN DESCRIBED. II '" (.4)i P • ;. 0,6 • r. • 1 1 -al: _1,r Transamerica Trnnsamence T,ttte Insurance Company ;HIS.$PACE PROVIDED FOn nECOROER'S US E E • Title Insurance Services - fl FILED FOR RECORD AT T1EOUEST OF i ' WHEN RECORDED RETURN'0 •"i • F, T Name Z Address.. _.. .. • .• - '-) City,Stale.Zip .'.- ' ...__ Statutory Warranty Deed f�itt'" "` - 1)c If;\ ia. I THE GRANTORS hlffY 20 ;silo 1 Robert E. Petet and Kathleen A. Petet. ••\ Q5321 1 husband and wife, \ s :j for and to consideration of -._..• `, Ten Dollars and other valuable consideration in hand paid.convey/and warrant/to William A. Briere and Terrill L. Briere, .• husband and wife, the following described l estate.situated in the County of King ,Stateof Washington: `rn ua 4. Parcel B of Robert E. Petet Short Plat of Tract • One of John P. Marshall Tracts, (NE 1/4, SW 1/4 N • of Section 3, Township 23 N., R. 5 E.W.M.) according_ to plat recorded in Volume 38 of plats, page 30, -• records of King County, Wash. short Plat file No. 7812149019: i . t. t„ y� . -...-- 4,,../-1.--,- '',,: Dat •� .19 80 `Z ?i c4$�' 1-t� ` .i Robert )E. Petet/ 1L Yi f. TS ii . . G Kathleen A. Petet • u ST..fE OF WASHINGTON ) ,i; STATE OF WASHINGTON. I aa. '9 ) ' County of KING 1 • SS, • 1 On this day personally ' Y appeared before me to me known to ROBERT E. PETET instrument•and ask ow edged that al act and deed,for the uses and purposesindividescribed in and who ho executed the within and therein mcnti�oed the same as his fre foregoing GIVEN underd nd voluntary my hand and official seal this day of- 9i3y / �^ e:, , I9B /� 2 .- ACrtrypwt[aa M[M,,he.v:ey,l '- ^� !. 71 . Form No.tr.t6 r4 Public irr a d fo►the State 1 residing at Renton us u,rgro,r , r .,1 Tyre N.w-ea Re.441 fix•. +� ;;= t • a MI • • .. S`ra:r]i• h:1•177 es WC C171XTY Cit=c1S 37! Pc 7.11 ' N maa•,....., TICOR TITLE --...a.- '�.�.-e - ® INSURANCE F7;«9 for% ea Rcxgont of •M . • AFTER RECORDING MAIL TO: ❑ 1 ee� 1411114.1 A.Briee 1944 arrall Anne if •' Centro,If1 93359 m I raw I.• - N. c • Claim Deed cn1 • THE G�ANIT)4 ESTATE CF FRMCIS J.BRIBE,Id1l1a A.81ee.Elector .r• • for and m mmidawioa of love ad affectiar • wdteys Ind Wet dams a WIlLIAM A.BRIBE ' . die(Waage dumbed led woe,lamed b the Corny of King q Sloe d RMhiopin IctricEns art ieaecvl deerYjd"bids!tom aaaT YmAe*anglde'c . • Pavel lb. 1 of Tart Plat Pb.3)7-73.(Fran 81ae Out Plat) . r•r receded uder ka riling Pb.79062D-9101.and bring a Out plat of: Tract 2 of Josetil P.Ms-stall Tracts,as per Plat reamed to • p Volum 53 of Plats on page 30,records of King Carty:E]�F . •d' beglming at the It rthest Cane•of said Trail 2:there Txdh a• r4 59'22'West along the lest line of said Tract.147.98 feet:theme ' CZ Sadh 8715'19'East parallel with tie Perth lire d said trail N 135.70 feet:there ICrVI 2'24'41'East tO 81 feet to the Imath lire of:aid Tract:theme Ptrth 87•5'19'last alag said Perth • tire 120.03 feet,gore or less,to the point of 1:sirtdr9:situate In Carty of K1+19.Slate d Washington. • • Deed thee 12th deg,i, ,%Yi+ey. 1595. By BY } - STATE OF MASHING:T7N STATE Of WASHINGTO' • -. COUNTY OF_!!.._-_-_.._. 11 COUNTY Of •• Mae.. o.dr—day of It . O.:lu a...,ya•.•••ar•Waemd Wk. .at aad.••Maed.•Notary wa....•._ +ateState ofWadiatlow d eo WIl.)as.A..R'lsre mseauueeed Gail.teed.eenoadh tweeted • • to was en•.a a be dee didrestlaid described is and.Ira • ..tied the media te4Ia.taae Ywra.e..Gad ._.._-................- ..-...... Paned the Yrrrt 4 «.......-...............- • • edw.ledged de ve ad........__�.._.-.... .-..-...... Ill liar and warmer,M Mil deed.fee the • bat Lama a be de --Prattle.ad•-...—'..---'.S.aew•P ill GIVEN make an d drterl teal Iles tht eoeraa.:o•d.e eae.ad rae fagoiaa reua.•r.^d a.aaoal•d•al�W as t 95 ■,a..,.a b.d.race Gad.•ba actandw d a •Y •ed deed of said a•r+a•adaa. _ ate d .... ... .. N d papa'.IMtMI :oa. sad a oath seated da........_......--.............. _ w.brides'a anvil the coil Iwrr•ara•W Ow dr ad.Bird r the amen. • ic ea•a far Scat. „bat, 'WV via corpora.... .:.Gets.7 land W officio/d bane dficd the day sad/d far.Wee •IYappofa Yf COldeeiree mon'La a ewNOfaY PeWk bawd fee the Statadnraaldaetaa raaNbe et .—. s it (:„:1 t 3t (TT � •• �; . ...t .• .fir.r.i «..«.:.1.4.�":w.`'�»Teti w'„^ .�+ • _:.a„:ir�:*.i..•r.•:'t.• _ro:.,.. ti, w..,-Vi +:...4 4,,it, t.i.;; Si'-} "e •'-'• '6 ` •':/,ih•`"":x;....•s . •:►. ,..`'Yr..61:-.iF"s yx :F'9•..:�"�L. •.0 '!Y ^..K•-.. `=.ts 474it:*'rr Y.•.t.:_. rZ_ :J_ .eon. 1.;.iFi ••' . ••\,. •.,r�r- ^•. r�: ...M .. ,-..,,. .. :•.•:�i.�w•-t t..M•.r!yµsCcea,,'•w,a BRIERE & ASSOCIATES! ! ! Fax:4252286696 ETnansmit ] Sep 9 1999 12:20 P. 2 No. Location Mode Start Time Page Code Result Note 001 14257422089 NORMAL 9/ 8 9:05 0'30" 1 * 0 K 002 NORMAL 9/ 8 11 :41 1'51" 2 * 0 K Manual 003 14254866766 NORMAL 9/ 8 11:46 0'32" 2 * 0 K 004 19254696863 NORMAL 9/ 8 11:51 0'41" 2 * 0 K 005 2069854409 NORMAL 9/ 8 14:46 0'24" 1 * 0 K 006 14258670962 NORMAL 9/ 8 16:24 0'34" 2 * 0 K 007 13608050287 NORMAL 9/ 8 16:26 0'40" 2 * 0 K 008 2065277967 NORMAL 9/ 8 16:31 0'34" 2 * 0 K 009 17606032975 NORMAL 9/ 8 20:32 0'44" 1 * 0 K 001 14258286899 NORMAL 9/ 9 8:42 0'34" 1 * 0 K 002 2067292206 NORMAL 9/ 9 9:22 2'48" 4 0 K 003 15099325844 NORMAL 9/ 9 9:25 1 '15" 3 * 0 K 004 NORMAL 9/ 9 9:33 0'49" 1 0 K Manual 005 14258286899 NORMAL 9/ 9 9:36 0'27" 1 * 0 K 006 13608050287 NORMAL 9/ 9 10:29 3'42" 10 * 0 K 007 12537596468 NORMAL 9/ 9 10:37 2'45" 14 * 0 K 008 2066828494 NORMAL 9/ 9 10:40 3'26" 18 * 0 K 009 2063940320 NORMAL 9/ 9 10:44 0'47" 1 0 K 010 5624036 NORMAL 9/ 9 11 :14 3'02" 5 *T.4. 1 011 5624036 NORMAL 9/ 9 11:21 2'44" 5 * 0 K 012 NORMAL 9/ 9 11 :27 0'37" 1 * 0 K Manual 013 14258670962 NORMAL 9/ 9 11:30 0'55" 3 * 0 K 014 14258267474 NORMAL 9/ 9 11:38 0'37" 0 T. 1. 1 015 14252522194 NORMAL 9/ 9 11:47 1'07" 4 * 0 K 016 14258277474 NORMAL 9/ 9 11 :50 1'07" 4 * 0 K , • atCE\.4Ep S1l\S U�Y 66/12.'03 k).45S E RECO F 10.00 • ��_�� «arl CI ct �0.0,iENTON, WASHINGIC H`-'L 11'Qit C QRDIO:(FE NO. 4025 AN ORDINANC*.l.til \Ct' Y OF RENTON, WASHINGTON, ESTABLISHING Af OSED ASSESSMENT DISTRICT FOR SANITARY SEWER SERVICE IN THE HONEYCREEN INTERCEPTOR SERVICE AREA AND ESTABLISHING THE AMOUNT OF THE CHARGE UPON CONNECTION TO THE FACILITIES. THE CITY COUNCIL OF THE CITY OF RENTON, WASHINGTON, DO ORDAIN AS FOLLOWS: 111 SECTION I: There is hereby created a sanitary sewer c7 service special assessment district for the Honeycreek Interceptor O area in the northeast q,iadrant of the City of Renton which area is "i CO particularly follows: more articular! described as See Exhibit "A" attached hereto and made a part hereof as if fully set forth herein. A map of the project area is attached as Exhibit "B" and made a part hereof as if fully set forth.) SECTION II: Persons connecting to the sanitary sewer facilities in this Special Assessment District which properties have not been charged , c assessed with the cost of the sanitary sewer main, shall pay in addition t_. the payment of the connection permit fee and in addition to the gsneral facility and trunk connection charge, the following additional fees: A. Area Charges (See Exhibit 'A' and 'B') Residence dwelling units, apartments or equivalents: - $250.00 per dwelling unit Commercial Development: - 50 pe: square foot of gross site area B. Front Footage Charges: (See Exhibit 'C' and "0") There is hereby created a subdistrict within the Honeycreek Interceptor Special Assessment District consisting of properties fronting on Interceptor Sewer: CERTIFICATE 1,thets , Maxine E. Motoratthe City of Rent" Ce i tart ais Is a true and corset um et_ Ordinance Pa. 4025 Subscribed and Sealed this 2nd dry opg,.S '72 eeiYP „ f ^ T ^ T,- cih,Ckrtc RED FOR RECORD AT REfi►:li ',F • - OtTa LT TICE CITY C t t)IILAICEIL a ICU Mt URN,IA BRIERE & ASSOCIATES! ! ! Fax:4252286696 CTnansmit ] Sep 9 1999 12:20 P. 3 No. Location Mode Start Time Page Code Result Note 017 4256463340 NORMAL 9/ 9 11:52 0'38" 1 * 0 K 018 2065251684 NORMAL 9/ 9 11:59 3'23" 10 * 0 K 019 15092769283 NORMAL 9/ 9 12:08 1 '27" 5 * 0 K 020 12535890260 NORMAL 9/ 9 12:17 1 '40" 4 0 K • . ): N• 1.•,' • ORDINANCE NO. 4025 The properties to be assessed for front footage are more particularly described in Exhibit "C" attached hereto and made a part hereof as if e• fully set forth. The front footage charge shall be $37.19 per frontage foot, representing $74.38 per center line foot divided equally for property fronting on each site of the center line foot. till SECTION III: This Ordinance is effective upon its passage, In rJ' 1"4 approval and thirty (30) days after publication. O CVPASSED BY THE CITY COUNCIL this 17th day of November, 1986. rl cO W 2`��'�'"'`c�to Maxine E. Motor, City Clerk APPROVED BY THE MAYOR this 17th day of November, 1986. Barbara Y. Shinpo h, Mayor Approved as to form: • �' Lawrence J. Warren, City Attorney Date of Publication: November 21, 1986 I -2- f— .,„ --- -- EXHIBIT 'A' ORDINANCE NO. 4025 AREA CHARGES h parcel of land situated in Sections 2, 3, 4, 9, 10 and 11 of Township 23 North and Sections 33 and 34 of Township 24 North, all in Range 5 East, W.M., more particularly described as follows: BEGINNING at a point on the North margin of N.E. 27th St., also known as S.E. • 97th St. in said Section 4, distant 386.4 feet east of the West line of saga Section 4; thence North parallel to said west line and its extension into said Section 33 to the Thread of May Creek; thence Easterly along the Thread of May Creek through said Sections 33, 34 and 3 to the West margin of 148th Ave. S.E.; thence South along said West margin to the North line of State Sign Rouse 900, also known as S.E. Renton Issaquah Road; thence Easterly along said roao to the intersection of the East line of the West quarter of said Section 2; thence South along said East line through Section 2 and said Section 11 to the South :1n line of the North half of said Section 11; thence west along said South line Tr through Section 11 to the center of said Section 10; thence contin:.,T'1 West along said South line of the North half to the East margin of 138th A.e. S.E., o also known as Duvall Ave. M.E.; thence Northerly along said East margir, to the C North line of the South quarter of the North half of said Section 10; thence • West along said North line to the East margin of 132nd Ave. S.E., also known as t' Union Ave. N.E.; thence North along said East margin to the center 1 .ie of S.E. 00 116th St., also known as N.E. 10th St. and the Easterly extension of the South line of the Plat of Brentwood, Division 2, as recorded in Volume 72, page 46, records of King County, Wa.; thence West along said South line to the Southeast corner of Lot 16, Block 6 of said plat; thence Northerly along the East lines of • Lots 16 through 11 inclusive to the South margin of N.E. 11th St.; thence Northwesterly to the Southeast corner of Lot 10 in Block 3 of said plat; thence Northerly along the East lines of Lot 10 through 1 inclusive and its extension to the North margin of N.E. 12th St., thence West along said North margin to the Southeast corner of the Plat of Bomarc as recorded in Volume 59, page 69. records of said county; thence North along the East line thereof to the North- east corner of said plat; thence West along the North line thereof 157.71 feet to the Southeast corner of Queen Ave. right-of-way as described in Volume 3738 of Deeds on page 76, records of said county; thence continue West along said North line of said plat 170.0 feet; thence North parallel with the centerline of said Queen. Ave. and its extension to the North margin of Late Sign Route 900, also known as N.Z. Sunset Blvd.; thence Westerly along said North margin to the West line of the East 484.62 feet of the Southwest 1/4 of the Southeast 1/4 of said section 4; thence North along said West line to the South line of the Plat of Honey Creek Park as recorded in Volume 59 of Plats on page 57, records of said county; thence East along the South line thereof to the Southeast corner cf Lot 9, in Block 2 of said plat; thence North and West along the East and North lines of Lot 9 to the right-of-way line of K.E. 17th P1.; thence Northeast and Northwest along the Southeast and Northeast margin of said N.E. 17th P1. to the Southeasterly corner of Lot 11, in Block 1 of said plat; thence Northeasterly along the Southeasterly line thereof to the Northeast corner of said Lot 11; thence Northwesterly along the Northeasterly lines of Lots 11 through 7 inclu- sive to the North line of said plat; thence West along the North line thereof to the Northwest corner of said plat; thence South along the West line thereof to the Southeast corner of the Northeast 1/4 of the Southwest 1/4 of said Section 4; thence West along the South line of said Northeast 1/4 of the Southwest 1/4, a distance of 320.12 feet; thence North 1307.0 feet to the North line of Said Southwest 1/4 distant 322.20 feet West of the Northeast corner thereof; thence West along the South line of the Southeast 1/4 of the Northwest 1/4 to the Southwest corner thereof; thence North along the West line of said subdivisicn to the Northeast corner of the Plat of Aloha Ranch No. 2 as recorded in Volume 82, page 3, records of said county; thence West along the North line thereof to the Northeast corner of the Plat of Aloha Ranch as recorded in Volume 77, page 7, records of said county; thence West along the North line thereof to the Southerly extension of the East line of the Plat of Sandee Terrace as recorded in Volume 67, page 2, records of said county; thence North along said Southerly extension to the Southeast corner of said plat; thence continue North alcr.3 the Fast line of said plat and the Northerly extension of said East line to the South margin of S.E. 97th St., also known as N.E. 27th. St.; thence Northeasterly to a point on the North margin of said street distant 336.4 feet East of the West line of said Section 4 and POINT OF BEGINNING of this description. t 3-2850/X EXHIBIT f - - , . . , r i • • EXHIBIT 11 ORDINANCE NO. 4025 . ' AREA CHARGES —_. . ...•-..f.--"Iir-t'el Ircdj:' - 'x.,,;." //e -/...44121.7(/ -jr.- ":31-- • '::;:-224.ttl.0 /'ISA!. - fiC'1.c.•,• - yV. STRAND, ••LVEP ::*...0 :C.1 .44,104441. 11244 •SC•Mt 411) • tr.". -''''.... . ..„.1.1 -...•;:i , ...";":..,c-,..c.r7 0 04,171ALACKWELL , ." :it,t,. ---1 ,.-. "--_Lity";:,:.......___ ' raaa"' a .' aV 1,1'' v v1 u", . rasf. ,..c , _ ' ----.- .--..1-. ..,.—, ...--. . r-r't -. imh„ ...., ,. el/ -••.c'' . , -I-2,--. .,_---,:- _, •....ima. 40,24/,C C \•- N or• • , 7 i 42 11•1C.41/ :;0;"...•...2,..:il-i: r.. - .P----L-1-7 :':•.•,,....•P'...22 -:raiTlialer.-.5,;-9/ i•• ,A,._ra: _ _. ,_ -- . , . 1 . „ ,•. .: .., ..'• •••,. •.4(401.VI -;"777r..1 4, '.'e• ".-24"• rL,, .. 9 ,AMIII,144._ 0 • - —-67'...2 . 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' ink le ge'. . : .. .. : • I. . i __•. ..' . _ ,.,_ • ! •a- e i•Two. - ... ,,, ..,, ,. m;:.1. r-..111 11/...... ZIWJJ__ m•irmo.,.i,. - - 44 -. . P #.11.1 t. '."4' ?;-; f-li .— ...L. ..,,-$1,t• •• 0 N,„ ....:, V) - -' . , MB AO •,=i21 il MI I Ltftf.E.i:Ili• . 2 ,...11. "—Pt ' i• c_c* ' • .. 1 1 - 1,t ., .. Ito A ,S. t •-...', cr1)14.,........::: .. ./ ' '‘ .. 4 ; , ji 4t , Ye' ,-1= :: ;v ). ' '•-. l' ; ..;:":: 47:-.1 ! .,!` I" N E.': -, 4 TH - S ST - 1., I /I:: I'13-I' . 501 1-;'-'1 •'' SE. ' .- . i = • • EXHIBIT X I .-..--.... . 1 EXHIBIT 'C'• ORDINANCE NO. 4025 FRONT FOOTAGE CHARGES A parcel of land situated in Section 4, Township 23 North, Range 5 East, N.M., more particularly described as follows: . at the thelWesterly extensionnof the the aSouthst rlire ofgin of l the hPlat ofEParadise Estates as of recorded in Volume 95 of Plats on Page 93, records of King County, Washington; thence East along said Westerly extension and the Sout'. line thereof to a point 555.64 feet West of the East line of the Northwest quarter of said Section 4; thence South parallel to said East line 392.7 feet; thence East parallel to the South line of the Plat of Paradise Estates No. 2 as recorded in Volume 102 of Plat; on Page 31, records of said County to the East line of said Northwest thence South East along the Northline nofsthe Northwest quartercenter a section;id of the Northwestquarter hofCe cr the Southeast quarter of said section to the Northeast corner of said sub- • division; thence South along the East line of said subdivision to the Southeast • • corner thereof; thence East along the North line of the Southeast quarter of the N Northwest quarter of the Southeast quarter of said section to the Northeast r1 corner of said subdivision; thence South along the East line of said subdivision 00 to the Southeast corner thereof; thence East along the North line of the South- east quarter of the Southeast quarter of said section to the East line of the West 310.57 feet of said subdivision; thence South along said East line to the North margin of State Sign Route COO. also known as N.E. Sunset Blvd.; thence Westerly along said North margin to the West line of said subdivision; thence continuing Westerly along said North margin to the W-st line of the East 484.62 feet of the Southwest 1/4 of the Southeast 1/4 of said section 4; thence North along said West line tc the South line of the Plat of Honey Creek Park as recorded e along theiSouth�line9thereofttootheaSoutheastccornerfofaid Lot9,county; of iBlock c st 2 of said plat; thence North and West along the East and North lines of Lot 9 to the right-of-way line of N.E. 17th Pl.; thence Northeast and Northwest along the Sothe-st of said N.E. 17th Pl. to er ofu uLot 11,ain Block e1soft m said nplat; thence Northeasterly talong he Southeasterly nd the Southeaster ly line thereof to the Northeast corner of said Lot 11; thence Northwesterly along the Northeasterly lines of Lots 11 through 7 inclusive to the North line of said plat; thence West along the North line thereof to the Northwest corner of said plat; ong the st thereof to he thence oftthelSouthweste1/41ofe•aid Section 4; Southeast 4; thence West along the • South line of said Northeast 1/4 of the Southwest 1/e, a distance of 320.12 feet; thence North 1307.0 feet to the North line of said Southwest 1/4 distance 322.20 feet West of the Northeast corner thereof; thence West along the South • line of the East half of the Northwest quarter of said section to the Southwest corner thereof; thence North along the West line of said East half to the South margin of S.E. 97th St., elso known as N.E. 27th St.; thence Southeasterly along said margin to the intersection of the thread of Honey Creek, said intersection also being a posit on the Southeasterly margin of 12Oth P1. S.E.; thence con- tinuing Easterly and Northerly along the Easterly margin of said 120th Pl. S.E. to the intersection of the Westerly extension of the South line of said Plat of Paradise Estates and POINT OF BE01NNING of this description. PE L4-86510 EXHIBIT F.1.0,1 , . . , IF • • ORDINANCE NO. 4025 — d EXHIBIT 'D' 11LX FRONT FOOTAGE CHARGES rail L_-l :n SEL, -4 ,TVi' P. 23 N . , zG `) E•,W.M. 1n 4.4 CI COA I. oi. II 15cS v % .,% 'JAS KI LT �-+ E ! "rr.S ' G VA, DERMAY 16 TH 1 S . - c. 1 Cid i S Hool '�-'� •re T ST s C g n FRONT mouse .TIC' l METCALF J C.4 kGE 9b J D►.RY • /' „ • ,\i 11. EtY. ,t c J _ \. AMM t, ,l __�I DA - /„N.I to 1 ,1 1'• .•v 1; .may • Ili 1 C� • r11. A$ `I� �' v� l el r i ''cola. tea Abard3 r i N a ___\, g _ . p .., 11111/0, COPIrgligt C ,y CA,. M I • „•.t dc . 4 s wan 8 ;' lo. . i %02 F R M fyet t !o, W .is ,yti. N.E. ` I ,�` 2THe1 R.:. '3's y . �y • t Or i , • . ,• it 1 V.) . Q . ,f4,. .,.. . •f .." ' . I 1-cr , (•-••V. r. 1l ..: ti EXHIBIT ,.. , g .•. r• _rf!f• ' it a • k ill -.r:i loa MORD Al P1$ 87,05,08 01043 E 1 ' inn s It(inn CITY OF RENTON, WASHINGTON RECD F 9.00 VAN Mau WC CPSNSL *«**9.00 , � ORDINANCE MO. 4043 AM ORDINANCE tF THE CITY OF RENTON, WASHINGTON, ESTABLISHING A SPECIAL ASSESSMENT DISTRICT FOR SANITARY SEWER SERVICE IN THE DUVALL AVENUE N.E. SANITARY SEWER L EXTENSION SERVICE AREA ANO ESTABLISHING THE AMOUNT OF THE CHARGE UPON CONNECTION TO THE FACILITIES. L THE CITY COUNCIL OF THE CITY OF RENTON, WASHINGTON, D0 ORDAIN AS 1 FOLLOWS: SECTION It There is hereby created • sanitary sewer service I. special t district for Duvall Avenue N.E. Sanitary Serer Extension service aree, which ores is more particularly described as follows: I RR See Exhibit "A' attached hereto and made a pert 1 hereof as if fully set forth herein. I c A rap of the benefited arse is attached hereto as Exhibit 8"• and made • d part hereof as if fully set forth herein. i , SECTION II: Persons connecting to the sanitary sewer facilities m (IDiiin this Spec! t District which properties have not been charged N or assessed with the cost of a trunk sanitary sewer mein shell pay in - addition to the payment of the connection permit fee and in addition to the general facility and trunk connection charge, end in addition to thr special essetament dls6rict, the following additional fers: TOTAL ASSESSMENT COST: y122.336.43 mm TOTAL ASSESSMENT FOOTAGE: 3064.23 Front Feet TOTAL COST PER FRONT FOOT: $39.995b39083 Interest rate will be calculated at 7% per annu■ from 1985 to date, not to exceed 150% of the original t cost per Section 8-717-C of the Renton Municipal Code, pertaining to properties not previously assessed. • SEE EXHIBIT 'A" (for property descriptions and ts) SECTION III: This Ordinance is effective upon its passage, approval end thirty (30) days after publication. ma, s 78 PASSED BY THE CITY COUNCIL this 23rd day of February 19 i. ta ,T • Co �e�21 r = Mu ns E. Motor, City Clerk i - . `-'' ii; APPROVED BY THE MAYOR this 23rd day of February i*96Z:K1 w- NT ..5 '.:24.r."../ ..1‘......'4.)'6-.1"*".. "---1 1191L71 1pprnved as to form: Thomas W. Trimm, Mayor Fro tem CERTIFIr.ATE L. 1 o,Q,1n1...t.H,t,, , Q+.�� 1,the underslgrwl, Maxine E. Motor Clem:of the ` Lsrrancr 3. warren, 0 Att.rney C ty of Renton, Washlrtttos, Ctftlfy that this It a true . ' Ordinance No. 4045 ""%4 i1tG CArrfCt CC 6Z, -• Date of Publications February 2/, 1987 SubocrlDed and.sealed than dry of Y ,198 1.J.7.07:AwHs■f z/191e7 Bch Pia 7 •a•`ic�!',`c rO /y/7 0J/04 City Clerk .¢• .. -- ..-'----r....py..— 3�.4.1. .! ..y.Z; Y tiyl-��•I ' • - • • h ,.'ii3l0R RECORD AT REa131 vt e7'0s'o8 01043 E ME/111MYWU CITY OF RENTON, WASHINGTON RECD F 9.00 : 1000I liettg.Ka CPSHSL +4.4.*9.00 IOE a ORDINANCE MO. 4043 AN ORDINANCE 1F THE CITY OF RENTON, WASHINGTON, ESTABLISHING A SPECIAL ASSESSMENT DISTRICT FOR SANITARY SEWER SERVICE IN THE DUVALL AVENUE M.E. SANITARY SEWER ID EXTENSION SERVICE AREA AND ESTABLISHING THE AMOUNT OF THE i CHARGE UPON CONNECTION TO THE FACILITIES. THE CITY COUNCIL OF THE CITY OF RENTON, WASHINGTON, DO ORDAIN AS 111. FOLLOWS: SECTION it There is hereby created a sanitary serer service o special t district for Duvall Avenue N.E. Sanitary Sewer Extension service arse, which area is •ore particularly described as follows: See Exhibit •A• attached hereto and mode a pert he:eof as if fully set forth herein. A rap of the benefited arse is attached hereto as Exhibit B•, and made a .1 part hereof as if fully set forth herein. I ,$ SECTION II: Persons concocting to the sanitary sewer facilities D CD in this Special t District which properties have not been charged or assessed with the cost of a trunk sanitary sewer main shall pay in r- addition to the payment of the connection permit fee and in addition to the 00 general facility and trunk connection charge, and in addition to the special assessment district, the following additional fees: TOTAL ASSESSMENT COST: m122.556.43 TOTAL ASSESSMENT FOOTAGE: 3064.23 Front Feet TOTAL COST PER FRONT FOOT: S39.993b39085 Interest rate will be calculated at 7% per annu■ from 1985 to date, not to exceed 150% of the original t cost per Section 8-717-C of the Renton Municipal Code, pertaining to properties not previously assessed. SEE EXHIBIT •A" (for property descriptions and ts) iiill_.1 SECTION III: This Ordinance is effective upon its passage, approval. end thirty (30) days after publication. �m x PASSED BY THE CITY COUNCIL this 23rd day Of February 19tt• 78 ?ter co i jai, rn r c»•__ — o Max n• E. Motor, City Clerk = �. _<--2 -� o APPROVED BY THE MAYOR this 23rd day of February NCb96� -xLI; _,2.),L4,..41 ‘"),,,e1:in,-N-.-•/ Ipprnved as to form: Thorne V. Trims, Heyor Fro tm CERTiFV',ATE ' R .`} 42.4"....•41A,‘,9 — • I,the t.nderstgned, Haxine E. Motor Clam:o!the ws ." Lawrencr 7. warren, Attorney City Of Renton, Washlf�ton, Gerrity that this Is a true •N.. ' Ordinance No. 4045 •-• Date of Publication: February 2/, 1987 and ct correc id :#'.:. 1.3.7.07:AMHt•f 2/19/87 Sub%T4bad and:waled this 8th deyOf hay 1987 1•::;c;••41•• rQ ,.? ,: City Clerk 1-.'!4•_, t•- •-: `7T 1.. ORDINANCE M. 4045 5-381 "Pa3e'I DUVALL AVE NE SANITARY SEWER EXTEN(ION LATECOMER ROLL •EXHIBIT "A" 1 . Parcel • Property ID 0 Legal Description Frontage A t ■ i 1. 516970- 0141 LOT 13 MARSHAL JOS P TRS 30.00 *1,199 88 E 92 FT OF W 492 FT OF 8 1/2 • I & S 30 FT LY E OF LN RNO 801-12-00W FR PT 130 FT W OF NE COR 80 S 1/2 le" 2. 516970- 0142 LOT 13 ARE OF HAL J S 1/2 ROF TR 131.23 $5,248.65 BEG M TN N 87 DEG 48 MIN 58 SEC W 130 FT TH S 01 DES 12 MIN 00Law i SEC W TO PT 30 FT N OF 8 LN TH 8 87 DEG 53 MIN 31 SEC E TO E LN TH NLY TO BEG NWINJ 3. 516970- 01.40 LOT 1/2 13 MARS N L760FTP TRS LE S N 30 161.23 *6,448.53 1 FT IP 5. 516970- 0152 LOT 14 MARSHAL OFJ S PT TRS LY 80.00 $3,199.67 BEG I ALB ELY LN 80 FT TN W PLW 8 J LN 150 FT TH SLY PLW ELY LN 80 FT TN E 150 FT TO BEG 6. 516970- 0153 BEGAT B LOT 14 MARSHAL COR O RJOS F SDPTR TRS 4 TN 105.00 *4,199.56 . NI N ALO THE E LN OF SD rR 80 FT tr TO THE TPOS TH CONTG N ALG SD C) E LN 105 FT TH W PLW THE S LN r4 ir OF SD TR 150 FT TH S PLW THE CO OF LN OF SD TR 105 FT TH E PLW III THE S LN CF SD TR 150 FT TO CDTHE POB 1 7. m 516970- 0151 LOT 14 MARSHAL JOS P TRL 14.99 *599.54 LESS N 123 FT LESS BEG AT SE COR TH NLY ALB ELY LN 185 FT TH W PLW S LN 150 FT TH SLY 11__ PLW ELY LN 185 FT TH ELY 150 FT TO BEG 8, 516970- 0150 LOT 14 MARSHAL JOS P TRS 123.00 $4,919.49 N 123 FT 9. 516970- 0160 LOT 15 MARSHAL JOS P TRS 191.50 $7,659.00 I S 1/2 & N 1/2 TR 15 W OF E LN 51 OF W 647 FT & S OF N LN OF S ma 30 FT 10. 516+-0- 0161 N 1/2 LOT 15LMSRRSHA JOS 7 TPL IRS RS 8 30 131.50 $5,259.25 S W —I FT 11. 032305- 9068 S 1/2 OF S 1/2 OF Sr 1/4 OF � 155.91 $6,235.75 111 NW 1/4 LY W OF CO RD LESS N 153 FT II IOR i 'ar s I r � ! P ' ORDINANCE tO. 4045 EXHIBIT• •A• - NOTICE OF ADDITIONAL WATER OR SEWER ' FACILITY TAP OR CONNECTION CHARGES REQUIRED BY RCM 65.08.17 (3) (RCM 35.92.025) MUNICIPALITY - CITY OF RENTON, WASHINGTON ADDITIONAL TAP OR CONNECTION CHARGE PER: Ouyell Avenue W,E, Sanitary Sewer Extension Area (Qetgeen S.E, 107th Piace and N.E. 43rd S'reet STR 3-27-3) PROJECT NO.: S-}Ql -- RECIPIENT: CItY of Renton BRIEF PROJECT DESCRIPTION: Installation of 1749 feet of 8• sewer main and MUM 6} L,F, of 6' sere; mein in Duvall Avenue N.E. TOTAL ASSESSMENT COST: S122.356.45 TOTAL. ASSESSMENT FOOTAGE: 3064.23 Front Footage (Front Footage, Square Footage, or Zone Front Footage) el 10TAL COST PER FRONT FOOT: $37.995839085 Tr CD P'I • 0 If there is any question regarding the paid or unpaid status of the O following ts, please call the City of Renton, Utility EngineerinC Department at 235-2631. JL.00 Interest rate will be calculated at 7% per annum from 1986 to date, not to exceed 130. 7f the originwl t cost per Section 4-717-C of the Renton Muni .oat Code, pertaining to properties not previously assessed. e+mw 1J.03.AMN:wf • a • • ae • r • 1 is i 1 .I ORDINANCE NO. 4045 1 I papw.2 DUVALL. AVE NE SANITARY SEWER EXTENT ION LATECOr R ROLL S-31)1 EXHIBIT "A" Parcel N Property ID N Legal Description Frontage A tT„ 12. 032305- 9092 INF15 1 FT OF OF N AC OF A OF NW 1/4 151.00 46,119.Th LV W OF NEW CASTLE RD 13. 032305- 9074 8 80 FT OF F. 200 FT OF THAT 80.00 43,19/.67 POR OF N 1/2 OF 8 1/2 OF SE 1/4 OF NW 1/4 LV W OF C/L OF NEW CASTLE RD LESS CO RD • 14. 032305- 9083 BBEGNNXN2 E • 1N �� C' 1/4 RD Id NW 16:i.Ui• $6,599.A1 1/4 TH E ON 8D 8 LN 400 FT TH N PLL SD RD 170 FT TH W PLL BD B LN 400 FT TO RD 1H 8 ALO• • RD 170 FT TO REG LESS 8 5 FT THOF 15. 032105- 9158 BAAP ON ELY �V I OF NEW LCASTLE 105.d0 E4,231.56 RD 5263 FT SE 1/4 OF NW 1/4 1H CONTO NLY ALO 8D MON 105.8 FT TH N .. 89-52-00 E 144.74 FT TH 8 01-04-00 E 105.8 FT TH 8 89-52-00 W 10 POP 16. C, 032-A.K5- 9240 FOR N 1/2 OF S 1/2 OF SE 1/4 100.00 $3,999.58 d' OF NW 1/4 BEG N 1/2 OF ELY G MON OF NEW CASTLE RD 138TH 1,4 AVE SE WITH P LN OF LAND DEBC CO UNDER AUU FILE N 5429666 AKA CD TL 158 TH ELY ALB SD 8 LN 10 CDSE COR SD LAND TH S 1-04-00 E N 100 FT TH 8 89-52-00 W 10 EL'. op MON NEW CASTLE RD TH NLY ALB SD ELY MON 100 FT M/L TO POd , I 17, 032305- 9066 N 1/2 OF 8 1/2 OF SW 1/4 OF 107.99 44,319.15 NE 1/4 LESS W 220 FT TOW N 1/2 OF 8 1/2 OF SE 1/4 OF NW 1/4 LV E OF NEW CASTLE RD i LESS BEG NXN OF ELY MON NEW CASTLE RD WITH N'_Y LN OF SD SUBD TH E PLW SD NLY LN 144.74 FT TH 8 1-04-0" E 200.8 FT TH 8 89-52-00 W TO ELY MON NEW CASTLE RD TH NLY ALO SD ELY MON 200.80 FT M/L 10 DEO TOW FOR N 1/2 OF RE 1/4 OF NW '/4 BEG NXN OF ELY MON NEW CASTLE RD WITH SLY LN OF 8D SUDO TH NLY ALO SD MOW 5 FT TH E PLW SO SLY LN 400 FT • TH 3 PLW SD Rt. MON 5 FT TH W 10 NOB LESS W 144.74 FT THOF I i . • S. �/ i.-_"-- .- __. r.o.•••••• • .4 • �.. - ke • ill r�)., • -. 011 , i ORDINANCE NO. 4045 . Page• 3 DUVALL AVE NE SANITARY SEWER EXTERTION LATECOMER ROLL S-381 EXHIBIT "A" Parcel 0 Property ID M Legal Description .. 4 Frontage Assesment i se. 032305- 9157 POR SE 1/4 OF NW 1/4 - BEG SE 100.00 $3,999.58 r COR OF NW 1/4 TH N 209.83 FT • TO TPOB TH N 100 FT TH W AT • R/A TO E MON 7F 138TH AVE SE TH 8 ALG SO E MON TAP DIRECTLY W OF TPOB TH E TO TPOB is LY WLY OF A LN BEG SE COR OF NW 1/4 TH W 321.80 FT TH N 01-04-00 W TO N MON ABOVE DESC PARCEL 19. 032305- 9008 POR SE 1/4 OF NW 1/4 BED SE 104.83 $4,192.76 COR TH N 209.83 FT TH W 302.35 FT TO TPOB TH S II 104.83 FT TH W 173.5 FT M/L TO ELY MON 138TH AVE SE TH NLY TO PT W OF BEG TH E TU BEG ' 20. 032305- 9212 B C EG100188.90 FT E & 4 30 N4 OF 75.00 $2,999.69 S OR OF TH el N 75 FT TH W 173.6 FT M/L TO Tr ELY MON OF 138TH AVE SE TH 0 SLY TO PT W OF BEG TN E 178.1 1.4 FT M/L TO BEG OD e 21. N 032305- 9252 S 30 FT OF SE 1/4 OF NW 1/4 30.00 *1,199.88 ea • CDLY ELY OF ELY MGN 138TH AVE SE 22. m 516970- 0010 LOT 1 MARSHAL JOS P TRS 131.46 $5,257.85 LOT A RENTON SHORT PLAT NO 047-77 RECORDING NO 7812149019 IMO 23. 516970- 0015 LOT 1 MARSHAL JOS P TRS 191.54 $7,660.80 LOT B RENTON SHORT PLAT NO 047-77 RECORDING NO 7812149019 . 24. 516770- 0020 LOT 2 MARSHAL JOS P TRS POR 147.99 $5,918.96 0 POR BEG NW COR TH SLY ALG W LN 147.99 FT TH S 87-35-17 E 126.70 FT TH N 02-24-4! E 147.84 FT TO N LN TH WLY ALS SD N LN 120 FT TO POD 25. 516970- 0026 LOT 2 MARSHAL JOS SRP TRS SHORT 124.81 $4,991.88 LOT OF CITY PLAT NO 307-79 RECORDING NO 7812149019 26, 516970- 0030 LOT 3 MARSHAL JOS P TRS 3pse =22='=-33C12,997'__.06 ■ TOTALS' 3064.23 $122,556.45 :MST PER RUNNING FOOT OF FRONTAGEI 39.995839085 Al 7 • • I .. • • t r s, 7 • I Thlo Space Narerved for Recorder'n Ursa Filed for Record at Request of CEDAR RIVER ESCROW, INC. P 2806 N.E. Sunset Blvd., Suite D S Renton, WA 98056 8 3 Order No. 319705-1 as IA WHEN RECORDED RETURN TO Delmer Webb couRTFS'f RECORDING COIL._. NO 6643 Hill Creek Road SE ABILITY FoR ACCUCYUMEDIIYIFiITY W A1ff�tICAII Turner, Oregon 98059 TI(1,F INSURANCE C0.tP • p�„1 Escrow No. 96029 "4 . CD DEED OF TRUST •O use e in the Stale of Washington only) • • Q) THIS DEED OF TRUST,mock this Twenty-sixth day of March 96, between WILLIAM A. BRIEREi3 1 1 and TERRILL L. BRIERE, Husband and Wife \ ,GRANTOR, whose address is 2002 Duvall Ave. NE Renton, WA 98059 . r—! Pint American Title Insurance Company f— ,TRUSTCE, • whose address is 2101 Fourth Ave., Ste. 800 Seattle, WA 98121 .and • ts/ DELHER WEBB and SBIRLEY HEBB, Husband and Wife y J3 ,BENEFICIARY, • y whose address is 6643 Mill Creek Road SE Turner, OR 97392. WITNESSETH:Grantor hereby bargains.sells,and conveys to Trustee in trust, with power of sale, the following described real property in King County,Washington: • Lot A of CITY OF RENTON SHORT PLAT NO. 047-77, recorded under Recording No. 7812149019, records of King County, Washington. / yg This Deed of Twat is payable in full no later than Apttil 1,2001/"S 0 44. This property may not be sold, transferred or further encumbered. Breach of this proviaioo will result in all sums secured by tho Deed of Trust becoming immediately \ /CJ` due end payable. . ,..— i+� • 1 „h.. v which real pnyeny is not used principally for agricultural or farming purposes.lupahur wills an Sc tenements,herediumenu,and appunenawes now ter hereafter thereon*.'whinging or in any wise appertaining,and the rents.iuucs.and prowt thereof. . O This Mad is for de purpose of securing perfomonce of each agreement of Grantor herein contained.and payment of the sum of One Hundred r Pieta Thousand and No/100 Dollars ($ 105,000.00) with interest in aeomb:ice with the terms of a Promissory toe of ewe dale herewith,payable to Bcwlicia4 or onkr.and nude by Ooner.real all renewals.modifiusions,sad eaunaiou thereof,and also stun runner rh awns as may be wdrnn:al or Maned by Denefeiay to Grantor,o any uf secession of asalgi%together with laconic Memo o orsuch rate as shall he yagreed upon.• a¢ 1 T,.protect Sc security of hit Deed of Tens.Gnaw(covescmu and agrees: ir I.To keep the property in gamed c,MdiiNo awl repair,to permit no waste dereof;us complete say building. structure. or impmvesneni being twill or aM,ot to Ice luilt thereon:to teshte promptly say budding.sirtxnste.of inepmament thereon which may he damaged tar JesuoyN;and to cwaply wok art laws,unimaces,regulations.cuvaunu.cunlituns,mid restrictions al taring the property. 1�> 2.To pay before ddinlucn all lawful uses and assessments upon Ills pmpcny;io keep Idte props ray free and clear of all other charges,liens.or ;d; ensunihranes impairing the security of this Deed of Trost. .s 3.To keep all buildings mow tar hereafter meted on the property described herein continuously insured against loss lay fire or ether huants M an amuru MO less don Sc(taut debl seevnd by this Dad of Trust. All policies shall he held by the 0enerue ary,and be in ouch companies as the Beneficiary may I. • approve and hare loss payable first in the beneficiary.as is interest may appear.and hen in the Grantor. The ammo cullccicl under any insurance policy may be applied spun any inlebcdsicss hereby scouted in such tinier as Sc beneficiary slsaii deis one. Such application by the beneficiary shall rat cause discuniruancc of any proceedings to foreclose this Deal of Taft. in the Brent of foreclosure.all rights of the Grantor in issuance policies : ' then in More dull pass hi the purchaser al the foreclosure sale. "41. 4.Ti'defend any action Of ptoeroding purpcering its affect the security hereof tar the tights or puwen of Beneficiary prTas:cc.sad to pay all emu ant • expense!.including cost of tide search tad tourney's fees in a reasonable amount.in any sects action of proceeding.and in any ail bruoghr by j._; Beneficiary to foreclose this Deed cirrus!. s.To pay all costs.fees,and ctpenses in connection with this Deed of Trust.including die expenses of the Trustee incurred in enforcing die obligation ,. secured hereby old Trustee's tad attoney's fees actually incurred.as parried by solute. :;i':ri 6.Should Grantor fail m pay when due any uses,aaseLntcnu.insurance premiums.liens,cncombraeccs,or other charges against the pnspeny 1. LPB-22 (9192) rA. Page I of 2 a•-;;l Initials .•!..• E 1 r .....1&-- . _ . .. ..i.;: ,•IJ. 1 i �dB:36 heninahore described,Beneficiary may pay the same,and the amount so pad,with interest at the rate set forth in the note secured hereby, shall he added to and become a pan of the debt secured in this Dacd of Trust. IT IS MUTUALLY AGREED THAT: I.In the event any portion oithe property Is taken or damaged in an eminent domain proceeding,the entire.mount of the award or such penion as may he neccsury to fully satisfy the obligation secured hereby.shall be paid to Beneficiary to be applied to said obligation. 2.By accepting payment of any sum secured hereby after Its due date.Beneficiary does roe waive Its nghs to require piompt payment when due of all other sums so secured or to declare defouk for failure to so pay. 3.The Trustee shall mennvey all or any pan of the propetry covered by this Deed of Trust to the person entitled thereto, on written request of the ,cy�+•.rsa Grantor and dh:Beneficiary.or upon satisfaction of the obligation secured and mount request for reconveyattce nude by the Deneficury or the person entitled thereto. . L.a, a,Upon default by Grantor In the payment of any indebtedness securest hereby or In the performance of any agreement contained herein, all suns secured hereby shall Immediately become due and payable at the option of the Beneficiary. In such event and upon wnuen request of Beneficiary, Trustee shall sell the trust property,in accordance with the feed of'trust Act of the State of Washington.at public auction to the highest bidder. Any person caccpt Trustee may hid at Trustee's sale. Trustee shall apply the proceeds of the sale as follows: (t)te the expense of the tile. including a reasonable Trustee's fee and attomcy's fee:(2)nn the obligation secured Ivy this Deed of Trust:: and (lithe surplus if any, shall he distnbumd to the persons entitled thereto. S.Trustee shall deliver in the purchaser at tin snit its teed,veil oat warranty,which shall convey to the purcrustr the interest in the property which Grantor had or had the power to convey at the time of his execution of this Deed of Trust.and such as he may hare acquired thereafter. Trustee's deed • shall recite the(acts showing tun the uk was conducted In compliance with ell the requirement of law and of this Deed of Trust,which recital shall be prima facie evidence of such compliance and conclusive evidence thereof in favor of bona fide purchaser and encumbrancer,(or value. • 6.The power of sale cant-erica by this Deal of Trust and by the Deed of Trust Act of the State of Washington is not an exclusive rune-sty; Dcaficiacy may cause this Deed of Trull to be foreclosed as a mortgage. 7.In the.rent of the death,incapacity,disability,or resigna(ton of Truce, lenef try may appoint in writing a successor irunee, and tapers the recnntinf of such appointment in the mortgage records of the county in which this nerd of Trust is recanted.the successor trustee shall be vested with all powers of the original trustee. Tie trustee is not obligated to notify airy parry!screw of pending sale under any ocher Deed of Toast or of an action or pneeedwj in which Grantor,Trustee,or Beneficiary shall be a party icebox such anion or proceeding is brought by the Trustee. . S.This Deed t'(Trust applies to,inures w the benefit of,and is binding not only on the parties hereto,but on their help,devisees,legatees. administrators,executors,and asslgns. The term Beneficiary shall mean the holder and owner of the note secured hereby, whether or not named as • Ocraelciary herein. • • earl WILLIAM A. BRIERS TLRRILL L. BRIt C) VD State of Washington ' } tea, O County of King O I certify that I know or have satisfactory evidence that WILLIAM A. BRIERE, and TERRILL L. BRIERE • • f./Z is/arc the person(s)who appeared before me, and said person(s) acknowledged that they signed this instrument and Cis acknowledged it to be their free and voluntary set for the urposcs I cnlione in this instrument. DATED: 3-a a" 9 c f` sal Lewis •me Lary Public in and far the State of Washington, y,+t residing at Renton }• My appointment expires:April IS,2000 $eg. ds,•. REQUEST FOR FULL RECONVEYANCEt. Do no(record.To be used only rvhen note has been paid r TO:TRUSTEE 11.urdenigned Is the legal enterer tad bolder of the n ocher nose end all oer kxlcfxednts stewed by the within Deed of Trust. Said roe.togetdher with an v other inktmadosu secured by said Deal of Trust,has!Kett folly paid and satrafeed:and yam are hereby requested and direetend,on payment to you of any i SUMS owing In you under the terns of raid Deed of Truu.I.cancel said nose above mentioned.and all otter evidences of iniebtedrteas accmied by said 7!. Deed of Trust delivered is you nerr. with disc said Deed of Trust.Ind to necumey,without warranty,u the panics Joie nixed try the temu Jr. of sail Peed of Trust,all the tour now held by you th<reunoer. Ina. r. Dalcd `•' ter IYyy 1� 1,- • a,�,`,hea 'y!yiae. I t valet ......1.4fi).,c c__ .: ei,i ,,igy,,,...,.: 4,.- . . . • v.YY.ie LPB-22 (9/92) tot:�": Page 2of2 p' `./ a' V/ . • • • �. ear:!,:'•, _ . • t `f S �t i•' • s •1IIa ', -- ia.h ,` '1 •ISL ''erg - •••.:�'� • i • • • • • • • Washington. Mutual Bank LOAN SERVICING - VAULT PO BOX 9100E - SAS0304 SEATTLE, WA 98111 g11.0 , t m DEED OF TRUST loanNo._01-0618-000835914-3 FIDELITY NATIONAL TITLE - LYNNWOOD 01 0251970 THIS DEED OF TRUST("Security Instrument't is made on June 15, 1998 The Grantor's WILLIAM A BRIERE and TERRILL L BRIERE, HUSBAND AND WIFE T )'Borrower"). The trustee is FIDELITY NATIONAL TITLE - LYNNWOCD 01, a Washington ?. cor:poration _ ("Trustee"). The beneliciary is Washington Mutual Bank . which is organized and existing under the laws of Washington .and whose address is 1201 Third Avenue Seattle, WA 98101 _ _ ("Lender"). Borrower owes Lender the principal sum of One Hundred Eighty Thcu3and & 00/100 _ Dollars(U.S. s 180,000.00 I. This debt is evidenced by Borrower's note dated the same date as this 8 Security Instrument("Note").which 'or monthly payments,with the full debt,if not paid earlier,due and payable on __July 1 2013 . This Security Instrument secures to Lender: lal the .. repayment of the debt evidenced by the Note. with interest.and all renewals.extensions and modifications of the Note: Ibi the payment of all other sums, with interest, advanced ender paragraph 7 to protect the security of this Security Instrument;and IC)the performance of Borrower's covenants and agreements under this Security Instrument and the Note. For this purpose,Borrower irrevocably grants and conveys to Trustee. rn trust. with power of sale. the following described property located in King _ County,Washington. • LOT B, CITY OF RENTON SHORT PLAT NO. 047-77, RECORDED UNDER RECORDING NO. � 76121490'9. aEING A PORTION OF TRACT 1 JOSEPH P. MARSHALL TRACTS, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 38 OF PLATS, PAGE 30, IN KING COUNTY, WASHINGTON. TAX ACCOUNT V516°70-0015-04. FIDELITY NATIONAL TITLE i3 ,fig' which has the address of 1944 DUVALL AVE NE • . . .._._, ___ __ (Suesul RENTON , Washington 98059 ("Property Address"); ICrlvi IZ'p Code) WASHINGTON•S•noie Fancily•Fannie Mao/Freddie Mac UNIFORM INSTRUMENT Form 3048 9/90 Ipape I or 6 pages/ 1 529A 1 t 1.961 • `r • • at-061B-00C835914-3 TOGETHER WITH all the rmprouemenls now or hereafter erected on the property. and all easements. apprrterrar'.ces.and (returns now or hereafter a part of the property All replacements and additions shall also be covered by this Security Instrument All al the foregoing rs referred to in thrs Security Instrument as the-Property.- BORROWER COVENANTS that Borrower is;awfully seised of the estate hereny conveyed and has the right to grant and convey:he Property and that the Properly is unencumbered. steeps for encumbrances of record. Borrower warrants and vnll defend generally the tree to the Property against all claims and demands,subject to any encumbrances of record ..7 P-AIS SECURITY INSTRUMENT combines uniform covenants for national use and non randorm covenants with (muted Yam/ions by lunsdictron to constinde a uniform security instrument coverdrg real property UNIFORM COVENANTS. Borrower and I ender covenant and egret as follows: ��.. 1. Payment of Principal and Inlaeat;Pr.paymant and Let.Charges. Borrower shall promptly pay when due the principal rat and Interest on Ora debt ewsd.rrrarl by the Note and any prepayment and tate charges due under tit.Note :\I 2. Funds for Tara.and Insurance. Sobraer Ill applrcaule law or to a written waiver by Lender,Borrower shall pay to Lender on the day monthly payments are roe under the Note•until the Note is yard in full,a sum I-Funds')for la! yearly taxes and assessments which may attain priority over this Security Instrument as a ben on the Property:Ibl yearly leasehold payments or ground rents on the Property,d any:le)yearly hetrd or property ria.ence premiums:Id)yearly Ti flood:nsurance premiums,.1 any:lel yearly mortgage Insurance prernnims.if any:and(fl any trains payable by Borrower to Lender it accordance with the provrsrons of paragraph B.in Iwo of the payment of mortgage insurance pramnrms. These items arc called"Escrow Items.- Lender may,at any time,collect and hold Funds in an amount not to exceed the maximum amount a lender for a federally related mortgage loan may require for Borrower's escrow account under the federal Real Estate Settlement Procedures Act of 1974 as amended from time to time. 12 U.S.C.Section 2601 el seg. I'RESPA"h unless another law That applres to the Finds sets a lesser amount. If so.Lender may.at any time,collect and hold Funds in an amount not to exceed the lesser amoWll. Lender may estimate the amount of Funds Cute On the basis Of eterent data and reasonable estimates of expenditures of future Escrow Items or otherwise in accordance with applicable law. The Funds shall be held in an institution whose claim/Ms are insured by a federal agency,instrumenlalrly or entrty pnc:udrng Lender,if Lender rs such an institution)or•n any Federal Home Loan Bank. Lender shall apply the Funds to pay the Escrow Items. Lender may not charge Borrower for holding and applying the Fonda.annually analyzing ilia escrow account. or vrifprrg the Escrow Items. unless Lender pays Borrower interest on the Funds and applicable law • permits Lender to make such a charge. However. Lender may require Borrower to pay a onetime charge for an independent real estate tax reporting serwce used by Lender in connection with this loan.unless applicable law provdes otherwise. Unless an agreement is made or applicable law requires interest to be paid.Lender shall not be required to pay Borrower any interest or earnings on the Funds Borrower and Lender may agree In writing,however. that interest Shall be paid on the Funds. Lander shall give to Burrower,without charge.an annual accounting of the Funds,showing credits and debits to the Funds and the purpose for which each debit to the Funds was made. The Funds are pledged as additional security for all sums secured by thrs Security Instrument. If the Funds held by Lender exceed the amounts permitted to be held by applicable law.Lender shall account to Borrower for the excess Funds vs accordance with the requirements of applicable law. If the amount of the Funds held by Lender at any lime rs not sufficient to pay the Escrow Items when due. Lender may so notify Borrower in wMrg,and. in such case Borrower shall pay to Lender the amount necessary to make rer the deficiency. Borrower shoe make up the defrcrency in no more than twelve monthly payments,at Lender's sole dnaetron. Upon payment rn full of aft SUMS secured by Ibis Security Instrument,Lender shall promptly refund to Borrower any Funds held by Lender. If, under paragraph 21. Lender shill acquire or sell the Property. Lender. prior to the acoursdrnn or sale of the Property. shalt apply any Funds held by tender at the time of acquisition or sale as a credit against the signs secured by 11vs Security Instrument. 3. Application of Payments. Unless applicable law provides otherwise,al(payments reserved by Lender under paragraphs I and 2 shall be applied.first, to any prepayment charges due under the Note' second.to amounts payable udder paragraph 2:third,to interest due.fourth.to principal due and last.or any late charges due tinder the Note 4. Charges;Liens. Borrower shall day all tales.assessments.charges,lines and impositions attributable to the Property which may attain priority over the Security Instrument. and leasehold payments or wound rents. if any Borrower shall pay Ihasa oblrgabons in the manner provided in paragraph 2.or d not paid in that manner.Borrower shall Pay them on time directly to the person Owed payment. Borrower shall promptly furnish to Lender all notices of amounts to he paid under this paragraph If Borrower makes these payments directly. Borrower snail promptly furnish to Lender receipts evidencing the peymen's. Borrower shell promptly ions emerge any Iran which has priority over this Security Instrument unless Borrower HP agrees in writing to the payment of the oblrgatan secured by the lien in a manner acceptable to Lender:1131 contests in good (soh the hen by. or defends against enforcement ul the lien it, legal proceedings which tin the Lender's opinion operate to prevent the enlacement of the ken.or Icl secures Irum the Io:der of the lien an agreement salufacto:y to Lender subordmaleg the fro to this Security Inslrumenl. If Lender delernrires that any part of the Property rs wblacl to a lien which may attain, priority over this Security lnstrumonl. Lender may gave Borrower a notice identrtytrg Ilse hen. Borrower shall satisfy;he lien nr rake one or more of:he actions set forth above within 10 days of the gnwng of noire.. 5. Huard or Property Insurance. Borrower shall keep the improvements now euslmg or hereafter erected on Me Property insured against fuss by lire,hatards included wdlMn the term'extended coverage and any Other hatards. including llooits or flooding.for which Lender requires insurance This insurance shall be marntarred in the amounts and for the periods that Lender requires The insurance carrier presiding the insurance shell be chosen by Borrower subject to Lender's approval which shall not be unreasonably withheld. If Borrower fails to maintain coverage described above. Washing ion 152913 ill-961 Page 2 of 6 • 411, • 1.1 • • 01-0618-000835914-3 terrier may,at Lender's Minn..obtain coverage to protect lender's rights in the Property in accordance with paragraph All insurance polices and renewals shall be acceptable to Lender and shall include a standard mortgage clause. Lender snap have the right to hold the policies and renewals. If lender requires. Borrower shall promptly give to Lender all receipts of paid premiums and renewal notices. In the event of loss. Borrower shall give prompt notice to the insurance carrier and Lender tender may make pool of loss if not made promptly by Borrower. Unless Lender and Borrower otherwise agree in wrrtxrg, insurance proceeds shall be spoked to restoration or rrparr,of the Property damaged.it the restoration or repair is economically feasible and Lender's security is not lessened. 11 the restoration or repair is not economically feasible or Lender's secretly would he lessened. the insurance proceeds shall be applied to the sums secured by this Security Instrument. whether or not Then due. with any guess paid to Borrower a Borrower abandons that Property,or does not answer within 30 days a notice from Lender that the insurance carrier has offered to settle a clam,then Lender may collect the insurance proceeds Lender may use the proceeds t0 repair or restore the Property or In par sums secured by this Security Instrument.whether or not then due. The 30-day period will begin when the notice is given. Unless Lender and Borrower otherwise agree In writing,arty oppkcabon of proceeds to principal shall not extend or postpone the due dale of the monthly payments referred 10 er paragraphs I and 2 or change the amount o1 the payments. II tinder paragraph 11 the Property Is lCquCed by Lender. Borrower's right to any insurance policies and lenceeds resultrnq front damage in the Property prior to the acquisition shall pass to Lender to the extent of the sums secured by this Security Instrument immediately prior to the aCgutsnton 6. Occupancy. Preservation. Maintenance and PreteOben of the Properly: Borrower's Loan Appgentian: Laaaehdds. Borrower shall occupy. establish, and use thy Property as Borrower's principal resdenee wrrtan sixty lays after the esecutioir of this Security:ostrument and shall continue to occupy toe Property as Borrower's principal resdence for al least one year elle:the date of occupancy.unless Lender Otherwise agrees in writing, which consent shall not he unreasonably withheld.or urdess extenuating crcurnstances emit which are beyond Borrower's Control. Borrower shall not destroy.damage or mpar the Property.allow the Progeny to deteriorate.Of commit waste on the Property. Borrower shall be at default it any forfeiture action or proceeding, whether Civil or criminal.is begun that in Lender's good faith lodgment could result in lorledure of the Property Or otherwise materially impart the Iran created by this Security Instrument or leader's security interest Borrower mar cure such a default and reinstate.as provided in paragraph 18.by causing the action or proceeding to be dismissed with a ruling :hat, in Lender's good faith determination, precludes Ibrlerture of the Borrower's interest in the Property cr other materiel rmpai/Tent of the lien created by Mu Security Instrument or lender's security interest. Borrower shag also be in default if Borrower.durrrg the loan appalcalion process, gave materially false or inaccurate information or statements to Lender for failed to provde Lender with any material Q inforinatinnl in connection with the loan evdenced by the Note.inctudrng,but not Minded to. representations Concerning Borrower's occupancy of the Property as a pfinepal residence. If this Security Instrument is on a leasehold. Borrower • shall comply with all the provisions of the lease. If Borrower acquires fee title to the Property.the leasehold and the fee • title shall not merge unless Lender agrees to the merger in writing. 7. Protection of Lender's Rights In the Property. II Borrower farts to perform the covenants and agreements tit co ahned in this Security Instrument.or there is a legal proceeding that may sgndicanlly affect Lender's rights in the • Property(such as a proceeding:n bankruptcy.probate,for condemnation or forfeiture or to enlace lawS Or regutabonsl. wt. tteen Lander may do and pay fro whatever is necessary to protect the value of the Property and Lender's rights in the Property Lender's actions nay include paying any sums secured by a lien which has priority over this Security Tr Instrument.appearing in Court,paring reasonable attorneys'fees and entering on the Property to make repairs. Although Lender may take action under this paragraph 7.lender does not have to do so Any amounts disbursed by Lender under this paragraph 7 shall become additional debt of Borrower secured by this Security Instrument Unless Borrower and Lander agree to other terms of payment.these amounts shag bear interest from the date of disbtrswnytnl air the Note rate and shell he payable.with interest.upon notice from Lender to Borrower requesting payment 8. Mortgage Itrsurence. II Lender required mortgage insurance as a condition of making the loan secured by this Security Instrument.Borrower shall pay the premmms ieouued to maintain the mortgage insurance in effect. If. for any reason,the mortgage insurance coverage requited by Lender lapses nr ceases to be in effect.Borrower shall pal"the premiums required to obtain coverage Substantially equivalent to the mortgage insurance previously in effect. at a cost substantially equivalent to the cost to Borrower of the mortgage insurance previously in effect. from an alternate mortgage insurer approved by lender II sithstanrragy egravalent mortgage etsurance coverage is not available. Borrower Shall pay to Lender each month a burn equal to utre.twellth of the yearly mortgage insurance premium being paid by Borrower when the instyance coverage lapsed or ceased to be in elect. Lender will accept, use and retain these payments as a loss reserve in lieu of mortgage ersiiance Loss reserve payments may no longer be required. at the optdn of Lender, if morigagy mstearics coverage tin the amount and for the period:hat Lender requresl provided by an insurer approved by Lender again becomes available and is obtained. Borrower shall pay the premiums required to maintain mortgage insurance tar affect.or to provde a loss reserve.until the requirement for mortgage insurance ends in accordance write any written agreement between Borrower and Lender or applicable law. 9. Inspection Lender of its agent may make reasonable entries veion and inspections of the Properly Lender shall give Borrower notice Al the lime of or prior to an inspection specifying reasonable cause tpr the inspection. 10. Condernnetion. The proceeds of any award or Claim for damages,direct or consequential,in connection with any condemnation of other taking of any part of the Property,or for conveyance in lieu of condemnation,are hereby assigned and shall be paid to Lender Washington 1529C I 11961 Pape 3 of 6 • • • • • a 01-0618-000335914-3 In the event of a total faking of the Property,the proceeds shall be applied to the sums secured by ties Security Instrument vrhether or not then due.with soy excess paid to Borrower. In the event of a partial taking of the Property In which tee fart market value of the Property Immediately before the taking is equal to or greater than the amount of the sums secured by this Security Instrument vhmedrstely before the taking,unless Borrower and Lender otherwse agree in voting. the sums secured by this Security Instrument shell be reduced by the amount of the proceeds multiplied by the letlowug fraction:(a)the total amount of the sums secured rmmedately before this taking.divided by Ibl the law market veins of the Property✓wnedlately before the taking. Any balance shall be paid to Borrower. In the event of a partial taking of Its.Property...inch the lair market value of the Property Immediately before the taking in loss tnan the amount of the sums secured invnedrately before the take g. unless Borrower and Lender otherwise agree in writing or unless apol•cable law otherwise provides,the proceeds shall be applied to the sums secured by this Security Instrument whether ..7 or not the sums are:hen due. 0 If the Property is abandoned by Borrower,or if,alter nonce by Lender to Borrower that the condemnor offers to make an award or settle a claim for damages.Borrower fads to respond to Lender within 30 days alter the date the notice is green.Lender 4 authorized to collect and apply the proceeds.at Its option-either to restoration or repair of the Property or to tree sums secured by this Security instrument whether or not then due. Unless Lender and Borrower otherwise agree in writing.err/application of proceeds to principal shall not extend or postpone the due date of the montNy payments referred to in paragraphs 1 and 2 or change the amount of such payments f; 11. Borrower Not Released:Forbearence By Lender Not a Wryer. Extension of the time for payment or mcdrbcaton of amortization of the sums secured by this Security Instrument granted be Lender to any successor in interest of Borrower shall not operate to release the liability of the original Borrower or Borrower's successors in interest. Lender shag not be required to commence proceedrngs against any successor in interest or reluse to extend tome for payment or otherwise modify amortization of the sums secured by this Security Instrument by reason of any demand made by the coveter Borrower or Borrower's successors in interest. Any forbearance by Lender on exercisag any right or remedy shell not be a waiver of or preclude the exercise of any right or remedy 12. Successors and Assigns Bound;Joint and Sevrst Usbility:Co-signers. The covenants and agreements of this Security instrument shall bind and benefit the successors and assigns of Lender and Borrower. subject to the provisions of paragraph 1 7. Borrower's covenants and agreements shall be joint and severe! Any Borrower who cosigns this Security Instrument hut does not execute the Note: lel is co-signing this Security Instrument only to mortgage.grant and convey that Borrower's interest in the Property under the terms of this Security Instrument;Ibl is rot personally obligated to pay the sirens secured by thrs Security Instrument:and Ice agrees that Leader and any other Borrower may agree to extend.modify,forbear or make any accommodation with regard to the terms of this Security Instrument or the Note without that Borrower's consent. 13. Loan Charges. If the loan secured by this Security Instrument is sutyecl to a law which sets maximum loan charges,and that law is finally interpreted so Tat the interest or other loan charges collected or to be collected.n connection with the loan exceed the permitted limits. then: (a) any such loan charge shall be reduced by the amount necessary to reduce the charge to the permitted limit;and Ibl any sums already collected Irons Borrower which exceeded permitted fear will be refunded to Borrower. Lender'may choose to make this refund by reducing the principal owed under the Note or by making a direct payment to Borrower. II a refund reduces principal.the reduction wet be treated as a patriot prepayment without any prepayment charge under the Note 14. Notices. Any notice to Borrower provided for in this Security Instrument shall be green by delivering it or by maiterg it by first class mail unless applicable law requires use of another method. The notice shoe be directed to the Property Address or any other address Borrower designates by notice to Lender. Any notice to Lender shall be given by lost class mad to Lender's address slated heroin or any other address Lender designates by notice to Borrower. Any ounce provided for in this Security instrument shall be deemed to have been given to Borrower or lender when given as provided in this paragraph 15. Governing Lew; S lality. This Security Instrument shall be governed by federal law and the law of me Iurisdretion air which the Properly is located In true event flat any provision or clause of this Security Instrument or the Note conflicts writ,applicable law. such conflict shall lot ailed other provrsrons of thrs Secunfy Instrument gr the Note which can be given effect without the conflicting provision. To this end the procisrons of tins Security Instrument and the Note are declared tr.Ire severable. 16. Borrower's Copy. Borrower shad he green one conformed copy of the Note and of this Security nstrumem 17. Transfer of the Property or a 8enancial Interest In Borrower. II all or any pat of the Property or any Interest in it is sold or transferred for if a benehcra)interest in Borrower is sold or transferred and Borrower is not a natural person)without Lender's poor written consent.Lender may.at its option,require immediate payment in full of all sums secured by this Security Instrument. However.this option shall not be exercised by Lender if exercise is prohibeted by federal law as of the date of this Security Instrument. 11 Lender exercises this option. Lender shall give Borrower notice of acceleration. The notice shalt provide a period or fat less than 30 days from the date the notice is delivered or mailed within winch Borrower must pay all sums secured by tins Security Instrument If Borrower fails to pay these sums poor to the expiration of ties period.Lender mar invoke any remedies permitted by tics Security Instrument without further notice or demand on Borrower. 1e. BorroWer'e Right to Reinstate. 11 Borrower meets certain conduons.Borrower shall have the right to have enforcement of this Security Instrument dseontireied at any time prior to the earlier of: lel 5 days for such other period as applicable law ony specify for rerristatenuentl before sale of the Property pursuant to any power of sale contained in dos Seclrruy Irstiurmeunt. or (in entry of a lodgment enforcing Iles Security Instrument Those conditions aro that vyaihlitpton :5200 11 t 96, Page a of 6 • • r l • • • • 01-0618-00083591.4-3 Barir..ver 'al pays Lender all sums which then would tie due under Inn Securely Instrument and the Note at if no acceleration had occurred: (bl cures any default of any other covenants or agreements.Id pays all expenses incurred in enforcing this Security Instrument.including,but not limited to.reasonable attorneys'lees;and Id)takes such action as Lender may reasonabl.require to assure that tha hen of this Security Instrument. Lender's rights in the Property and Borrower's obligation to pay the sums secured Ly this Security Instrument shall continue unchanged Upon reinstatement by Borrower,this SeCutrty Instrument and the obligations secWCd hereby shall remain Bally effective as if no acceleration had occurred However.tilts tight 10 reinstate shill not apply in the case of acceleration under paragraph 17. 19. Sale of Note Change of Loan Servicer. The Note or a.partial interest rn the Note (together with this SC^orgy Instrument)may be sold one or more lanes without prior notice to Borrower A sale may result in a change in Inc entity (known as the Loan Servrcer'l that collects moettry payments dim under the Note and this Securely Instrument. There also may be one or morn changes of the Loan Sconce'urenlaled to a sale of the Note. If there is a change of the Loan Serwcer.Borrower will be given written notice of the change it accordance with paragraph 14 above and applicable law The notice vale stale the name and address of the new Loan Services anA the address to which payments should be made. The notice wilt also contain any other information required by applicable law. 20. Hearedous Substance. Borrower shall trot cause or permit thie presence.use.disposal.storage.or release of any Hazardous Substances 011 or in the Property Borrower shall riot do nor allow anyone else to do. anything atlectirg the Properly Nat is in wolal.on of arty Envrnntrantal Law. The preceding two sentences shall not apply to the presence.use.or storage on the Properly of small quanlilses of Hazardous Substances that are generally recognized to be appropriate to normal residential uses and to nuinlenance of the Property Borrower shall promptly give Lerman written ranter of any mvesllgalan.Claim•demand.lawsuit or other action by any governmental or regulatory agency or private party wooly erg the Property and any Hazardous Substance or Envaonmental Law of which Borrower has actual knowleogo. If Borrower learns.or is notified by any governmental or regulatory authority. Nat any removal or othe• remediatior of any Hazardous Substar.ce affecting the Property is .iecefsary.Borrower aquae promptly rake all necessary remedial actions in accordance with Environmental Law As used at due paragraph 20. 'Hazardous Substances' are those substances defined as tonic a lararrlo.n substances Cy fnvennmental Law and the following substances.gasoline.kerosene.other flammable or boas pcunlesao products,toxic pesticides and herbicides.volatile solvents.materials containing esbestos a Iamaldehvde.and redroachve materials As used this paragraph 20.'Environmental Law'means federal laws and laws of the parudiction where the Property rs located that relate to health safely or environmental protection. NONUNIFORM COVENANTS. Borrower and Lender further covenant end agree as follows: 21. Acceleration:Rem.6es. land«chat give notice to Borrower prior to acceleration following Borrower's breach of arty coven•rnt or egre.ryenl in this Security Monument but not per to acceleration under paragraph 17 unless Cr)._ applicable law provides otheneieel. The notice shall specify:(el the default:lb)the action required to cure Ne default:Icl •date.not less than 30 days horn the date the notice is given to Borrower,by which the desert must be cured:end Id) r*3 that failure to curs the default on or before the dale specified in the notice may result in acceleration of M•turns secured :Nt by this Security Instrument and Bale of the Property el public auction at•date twat)•ts than 120 days In the frn..a. TM rfr notice shall further inform Bonpwr of the right to reinstate alto acceleration,the right to bring a court action to assert 0 tn.nen•ealstence of•default or tiny other defense of Borrower to acceleration and sale,and any other Tellers required 73 so be included in the notice by applicable few. If the default is not cured on or before Ihe dens speciMd In the notice. Ct) Lendert at its option may require Imme6ete payment In hill of err sums secured by this Security instrument without f rtlter demand and may Invoke the powr of sale and any other nmades permitted by applicable law. Lender shell be sobbed to collect ell expenses incurred in pursuing the remedies provided In tNs paragraph 21.including, but riot limited to. reeson.bl•attorneys'fees and costs of tido e.ridenca. If Limier invoees the power of lele.Lender shall give written notice to Trustee of the occurrence of an event of default and of Lender's election to cause the Property to be sold. Truster and land.t shall take such action regarding nonce of ode end shed glue such notices to tomownr and to other persons es applicable law may require. After the time required by applicable law and after pubicetion of the notice of sale,Trustee,without demand on eorrow.e, shell sod the Property et public suction to the highest bidder al the line.and piece end under the terms designated in die notice of sale in ore or noire parcels and in any order Trustee determines. Trust,',may postpone sal.of the Property for a period or periods',emitted by applicable law by public ennowscement at the time anti place lined in the notice of sale_ tend,or Os designee may purehssa the Property et any sale. Trustee shell dater to the purchaser Trustee's deed conveying the Property without any covenant or warranty. expressed or implied. The recitals in the Trustee's deed shell be pit ma fed.eNd.nce of the tnrN of Use etet.nments made therein. Trustee shall apply the proceeds of the sale in the following order:Ill to all aspens*,of the SO*.Including,but not limited to.reasonable Tnaatse'a and attorneys'lees:Ibl to ell autos secured by Shia Security Instrument:end lc)any 'sees,to the person or persona legally entitled to it or to the clerk of the superior court of the courtly In which the sale took place. 22. R•conyeyence_ Upon raynient of ale sums secured by this Security Instrument. Lender shall request trustee to reconvey the Property and shall surrender this Security Instrument and all notes evidencing debt soured L'r this Security Instrument to Trustee. Trustee shall ieconyety the Property without warranty and Lender shall charge Borrower a release lee in an amount allowed by 8004cabte law. Such person cr persons snail pay any recondition costs 23. SuL_5tute Trustee. In accordance with auplicable law.Lender may from nine to limo appoint a successor trustee to any Trustee appointed hereunder who has ceased to act Without conveyance of the Property.the successor trustee;hail succeed to all the fide.power and duties conferred upon Trustee herein and by applicable law. 24. Use of Property The Property us not used principally for agricultural or farming purposes. 25. Riders to this Security Instrument. If nne or more riders are executed by Bnrrnwer and recorded Washieltai 1529f 111 96) Page 5 el B • • • • • • • • 01-0618-00083591.4-3 together with this Security Instrument. the covenants and agreements of each such rider shall be incorporated into and shall amend and supplement the covenants and agreements of this Security Instrument as if the ridertsl were a part of this Security Instrument. IChech applicable Inrl s/I Adjustable Rate Rider Condominium Rider 1-4 Family Rider Graduated Payment Rider Planned Unit Development Rider "' Biweekly Payment Rider Balloon Rider Rate Improvement Rider Second Home Rider OtherIs)Ispecifyl Lin BY SIGNING BELOW, Borrower accepts and agrees to the terms and covenants contained in this Cr: Security Instrument and in an riderlsl executed by Borrower and recorded with it. N WILL:AM A BRIERS ?ERRILL L BRI R •"""`h • t7s — s Afe � I STATE OF WASHINGTON Ili t.h•,,, KING _ Camtyso:On this 12 day of _JtAUI: jo!) 8' . before me the undersigned, a Notary Public in and for the State of Washingt�io ,- duly commissioned and sworn, personally appeared WTid.IAM A BRIERS anrf TRRR TLL i. BRIRAF _ to me known to be the individuallsLdescribed in and who executed the foregoing instrument I acknowledged to me that he/She/Qhe)signed and sealed the said instrument as his/tier/Ch_e>d free end voluntary act and deed.for the and ourpos therein mentioned. WITNESS my hand and official seal affixed he anddye arrii/nnthis cacti rcare above written. My Commission expires: O .�.7j Q1 uPubhc intend for the State of Washington residing as REQUEST FOR AECOtONNVVEYANCE TO TRUSTEE: The undersigned is the holder of the note or notes secured try this Deed of Trust. Said note or notes. together with all other indebtedness secured by this Deed of Trust,have been paid in full. You are hereby directed to cancel said note or notes and this Deed of Trust. which ere delivered hereby, and to reconvey. without warranty. all the estate now held by you under this Deed al Trust to the person or persons legally entitled thereto. DATED a corporation, By Mail reconveyance to Washrngtun t 52er 11 1.96i Page 6 of 6 • • is Washington Mutual Bank ' C/O DATA FLEX 19031 33RD AVE WEST - M5116DPWA . LYNNWOOD, WA 98036 DEED OF TRUST png Washington Mutual Loan No. 01-0418-001029283-7_. FIRST AMERI TITLE INS CO - RING CO 409600-4 16.i• ,,,:.: 4_(40(y .-tt THIS DEED OF TRUST rSeaxity Instrument')is made on June 21. 1999 he Grantor is WILLj,p A BRIRRE and T$RRTT,t, L BRIERE. Ht7RBAND AND WIFE ('Borrower'). The trustee is 4IRST AMERICAN TITLE INS CO - KING CO. a California • rnrynratinn ('Trustee'). The beneficiary is yaah4natnn Mutual Rank ,which is organized and existing under the laws of$aahinQhpn ,end whose address le 1201 Third Avenue Seattle, WA 913101 ('Lender'). Borrower owes Lender the principd sum of Three Nt.ndrad Seven Thousand Five Hundred k 00/100 4 Dollars IU.S. S207.500.00 I. This debt is evidenced by Borrower's note dated the same date as this Security Instrument('Note'(,which provides for monthly payments,with the fur debt,If riot paid earlier,due and payable on July 1. 20'9 . This Security Instrument secures to Lander: (a) the repayment of the debt evidenced by the Note.with interest,and ell rerewe s.extensions and modifications i of the Note; fbl the payment of all other sums. with interest, advanced under persgreph 7 to protect the security of this Security Instrument;and(Cl the performance of Borrower's covenants and agreements under this Security Instrument and the Note. For this purpose,Borrower Irrevocably grants and conveys to Trustee. in trust, with power of sale, the following described property located in rut rigCounty,Washington. LOT B OF CITY OF RENTON SHORT PLAT NO. 047-77, ACCORDING TO SHORT PLAT RECORDED DECEMBER 14, 1978 UNDER RECORDING NO. 7812149019, IN ICING COUNTY, ' WASHINGTON. TAX ACCT 0516970-0015-04 which has the address of 1944 DUVALL AVE NE (Street) RENTON , 1NashingtOn 98059 _('Property Address'(; ICirvl (Ttp Code) WASHINGTON•Single Family.Fannie MeuFredde Mee UIeFO111I IN1TRUMBIT Fenn 3041 INT 0 (Pegs I Of 6 pipes/ 1629A(11.96) • 19990629@N 424 NII . �T WS met rinCRICsti It ta.M 3 • 01-0618-001029283-4 TOGETHER WITH all the Improvements now or hereafter erected on the property, and all easements, appurtenances,end fixtures now or hereafter a part of the property. All rapleumenta and additions shall also be covered by this Security Instrument. AN of the foregoing is referred to In the Security Instrument as the'Property.' BORROWER COVENANTS that Borrower is lawfully seised of the*stale hereby conveyed and has the right to grant end convoy the Property end Met the Property is unencumbered,except for artcumbroncas of record. Borrower warrants and will defend generelly the title to the Property penal all deans end demands•aubfect to any encumbrances of record. THIS SECURITY INSTRUMENT combines uniform covenants for national caw and non-uniform covenants with limited variations by jurisdiction to constitute a uniform security instrument covering real property. UNIFORM COVENANTS. Borrower end Lender covenant and agree•s follows 1. Payment of Principal and Interest:Prepayment and Late Charges. Borrower shell promptly pay when due the principel of and interest on the debt evidenced by the Note and any prepayment end late*herpes due under the Note. 2. Funds for Taxes and Insurance. Subject to applicable law or to a written waiver by Lender.borrower shell pay to Lender on the day monthly payments we due under the Note,until the Note is paid in full.a sum('Funds-1 for.(al yearly taxes and assaaamenta which may attain priority over this Security Instrument as•Ilsn on the Property:Ibl yeeny Nam/hold peymants or ground rents on the Property.if any: lc/yearly hazard or property irwuranca premiums:Id)year Y flood insurance Premiums.If any: (e)yearly mortgage Insurance premium•.it any:and In any sumspayable by Borrower to Lender. If accordance with the provisions of paragraph 8,in lieu of the payment of mortgage Insurance premiums. These items we called'Escrow Item*.' Lander may,at any time.collect end hold Funds in an amount not to exceed the maximum amount a lender for• federally related mortgage loan may require for Borrower's escrow account under the federal Real Estate Settlement Procedures Act of 1974 es amended front time to time. 12 J.S.C.Section 2801 of seq. I-RESPA-1,unless another law that applies to the Funds site s lesser amount. If so,Lender may.at any time,collect end hold Funds in en amount not to exceed the leaser amount. Lender may estimate the amount of Funds due on the basis of current date and reasonable estimates of eapendituu of future Escrow Items or otherwise in accordance with applicable law. The Funds shall be held In en institution whose deposits are insured by a federal agency, instrumenta:ity.or entity (including Lander.if Larder is such an Institution)Or in any Federal Home Loan Bank. Lender shell apply the Funds to pay the Escrow hems. Lender mey not charge Borrower for holding end applying the Funds. annually analyzing the e scrow account,or verifying the Escrow Items,unless Undo pays Borrower interest on the Funds end applicable law permits Lender to make such • charge. However. Lender may require Borrower to pay • one-time charge for an Independent real estate tax reporting service used by Lender In connection with this ban.Mess applicable law provides otherwise. Unless an agreement is made or applicable law requires interest to be paid,Lender Mill not be required to pay Borrower any Interest or awnings on the Funds. Borrower and Under may agree in writing.however, that interest shell be paid on the Funds. Linder snail give to Borrower,without charge.en annual accounting of the Funds,showing credits and debits to the Funds end the purpose for which each debit to the Funds was mede. The Funds we pledged as addilion.l security for all earns secured by this Security Instrument. If the Funds held by Under eased the amounts permitted to be held by applicable new.Lander shag account to Borrower for the excess Funds in accordance with the raqurements of applicable law. If the amount of the Funds held by Lender at any time Is not sufficient to pay the Escrow hems when due, Lender may so notify Borrower in writing,and, in such caan Borrower shell pay to Lander the amount necessary to make up the deficiency. Borrower shall rooks up the deficiency in no more than twelve monthly payments.at Larder's sole discretion. Upon payment in hAl of end suns secured by this Security Instrument.Lender shall promptly refund to Borrower sop Funds held by Lender. If. under peregreph 21, Lander shall acquire or sad the Property, Lender, prior to the acquisition or sale of the Property. shad apply any Funds held by Lender et the time of acquisition or sale•e•credit against the sums secured by this Security instrument. 3. Application of►•yrflante. Unless applicable law provides otherwise.ad pa ments received by Lander under paragraphs 1 and 2 shed be applied:first.to any prepayment chagea()Os under the Note: second,to amounts payable under paragraph 2:third,to interest due:fourth.to principal due:and hest.or any late charges due under the Note. •, �. Charges:Lone. Borrower ghee ply all taxes,assessments.charges.fines and impositions attributable to the Property which may amain priority Oven this Security Instrument, end leasehold payments or ground rents. if any. Borrower shell pay these obligations in the manner provided In paragraph 2.or it not paid in that manner,Borrower shad pay them on time directly to the person owed payment. Borrower sham promptly promptly furnish to Len it notices to of amounts to be paid under this paragraph, ifBorrower makes these payments dkectly. Borrower sh receipts evidencing the payments. Borrower Mad promptly discharge any den which has priority over this Secuulty Instrument unlese Borrower: lal • egress in writing to the payment of the obligation secured by the lien In•manna,acceptable to Lender:Ibi contests in good faith the lien by. or defends egai st enforcement of the den in,legal procoedintgs which in the Lenders opinion operate to prevent the enforcement of the Ben:or Id secures from the holder of the lien an agreement satisfactory to Lender subordinating the Ben to this Security Instrument. If Lender determines that any pan of the Property is subject to ' a ben which may attain priority over this Security Instrument. Larder may give Borrower•notice identifying the den. Borrower shell satisfy the lien or take one or more of the actions cat forth above within 10 dove of the giving of notice. 1 i B. Hazard or Prewarty insurance. Borrower Shall kaep the Improvernena now existing or hereeft•r erected on the Property insured against loss by fire,hazards included within the term'extended coverage• and any other hazards, rnci dip hoods or flooding,for which Lender requires 0881•1111100. This Ins ranee shall Da maintained In the amounts and for the periods that Lender requires. The insurance carrier providing the Insurance shall be Chosen by Borrower s'blact to Larder's approval which shall not be uxeaaonebly withheld. II Borrower fails to maintain coverage described above. Washington t 529B(1 1.901 Page 2 of 0 1111111 I9990629000424 Mil 002cc sit Kf21/)fy IS ale KIM WtlfTY, the • rtast Iacil CAN it is M Yin . _ .w N•-.-y - , :sy. _ ....:-r='r•.--.�f+i-enr-,i+it�tfemssw- - .� • 4 01-0618-001029283-7 Under may,al Lender's option.obtain coverage to protect Lender's rights in the Property in accordance with paragraph 7. All wvurence poetise end renewals she*be acceptablo to Lander and shell include a standard mortgage claws. Lender shell hers the right to hold the policies and renewals. If Lander requires.Borrower shall promptly give to Lender all receipts of paid premiums and renewal notices. In he event of loss. Borrower shall give prompt notice to the Borrower. insurance mess and Lender o row may make Drool of loss d not made prflC pro ai s shall be applied to restoration or Unless larder and Borrower otherwise agree n welling,kvwanoa proceeds repair of the Property damaged.if the reato eton or repair is econorrucedy feasible and Lender's security is not lessened. II the restoration or repair is not economicafty feasible or Lender's eectfrity would be leesersed,the insurance proceeds shall be applied to the sums secured toy this Security Instrument. whether a not ten due. with any excess paid to Borrower. If Borrower abandons the Property.or does not answer within 30 days a notice from Lander that the Inaursnce collect the insurenc• i the the proceeds to r.psir r r offered to aster eor top tt en Lander s ums securedybyy this Security Instrument,whether orrnotat an due. The 30aeY reperr a restore the Property period will begin when the notice is given. Unless Lender and Borrower otherwise agree in writing.any application of proceeds to pri clpal shah not astand or postpone the due date of the monthly payments referred to in paragraph. 1 and 2 or change the amount of the payments. If under peregreph 21 the Property 4 acquired by Under' Borrower's right to any insurance policies end proceeds results g from damage to the Property prior to the acquisition shad pass to Under to the extam of the sums secured by this Security Instrument ImrteMeraly prior to the acquisition. 6. Occupancy. Prtsaervetion, Maintenance end Protection of the Property; borrower's Loan Appicatfon: LeeaMoide. Borrower shaft occupy. establlh,and use the Property es Borrower's principal residence within sixty days after the execution of this Security Instrument and shall continue to occupy the Properly as Borrower's principal residence for al Nast one year after to date of occupancy.unless Lender otherwise agrees In writing. which consent shell not be unresaonably withheld.or ones, extenuating Circumstances exist which ars beyond Borrower's control. Borrower shell not destroy,damage or impair the Property,slow the Property to deteriorate,or commit waste on the Properly. Borrower shall be in default if any fort edwo action or proceeding. whether civil or criminal. Is begun that in Lender's good faith judgment could resrdt in forfeiture of the Properly Of otherwise msterialey Impair the lien created by the Security Instrument or Lender's sedunty interest. Borrower may cure such a default and reinstate.as provided in paragraph 18,by causing the action or proceeding to be dtarnivaed with a ruing that, in Lender's good faith determination, precludes forfeiture of the Borrowers interest in the Properly or other materiel Impairment of the lien created by this Security Instrument or Lender's security interest. Borrower shell also be in default If Borrower,during the loan application process. geve materially false or inaccurate Information or statements to Larder or faded to provide Larder wdany materiel intermitter")in connection with the ban evidenced by the Note.including,but not limited to. representations ng Borrower's occupancy of the Property ss a entwine residence. If this Security Inabu^ent la cm a leasehold. Borrower shall comply with all the provisions of the lease. II Borrower acquires fee bole to the Property•the leasehold end the fee title shelf not merge wdeas Lender agrees to the merger in writ f Borrower taint to perform the covenants arid agreements g. 7. Protection of Lender's Fights i tie Property. contained in the Security Instrument. or there is a legal proceeding that may significantly elect Larder's rights in the Property(such se a proceeding in bankruptcy.probate,for condemnation or forfeiture or to enforce levee or regWtltforl, then Lender met do and pay for whatever is necessary to protect the value of the Property and Lando(' rights this Security the Property. Leer nd 's actions may nclude payingu sa any Items curd by awhichem which has priority over er' Instrument.appearing In court.paying reeoonaWe atlorrteya lees and littering on the Property to mesa rspaws. Although Lender may tabs action under this parsgreph 7.Lander doss not have to do so. Any amounts disbursed by Larder under Ma paregrsph 7 snail become additional debt of Borrower secured by these amounts shall beer'Memel this Security lop disbursement erttUnless Borrower and Lender e be t other terms of rest. . on notice from Lender to Borrower from the date of diabwsemenl at to Note rate and shell be payable.with imereat,upon reguesung payment. insurance as a condition of melting Me ben'soured by a. Mortgage Insurance. If Lender required mortgage insurance in enact. a for this Security Instrument,Borrower shall pay to premiums required to maintain the mortgage any reason,the mortgage insurance coverage required by Lender lapses or ceases to be in effect,Borrower shalt pay the premiums required to obtain coverage substantis*v equivalent to the mortgage insurance previously in effect,at a post substantially equivalent to the cost to Borrower of the mortgage rnsureMe prevowly in effect, from an alternate mortgage insurer approved by Lender. II substamliMy equivalent mortgage Inawancevsagele pentium being paid by shag pay to Lender each month a sun"equal to ona.twelfth of the yearly mortgage Insurance Borrower when the Insurance covered/ lapsed or ceased to be in effect. Lender will c Ot. dam tan dress ns ce payments as a loss reserve in lieu of mortgage insurance. Lose reserve paymentspayents that Lender reeuiresl Provided by so ioau's Men no iorger be requir , et the option of Lander.11 mortgage gain becomes coverage fin the amount sin for the period the premiums regard to insurer approved by Lender agar becomes waJsbfe and is obtained. Borrower chat pay insurance ends In maintain m.ortgege insurance In effect,or to provide a lose'swerve,until the requirement mortgage accordance with any written agreement between Borrower slit Lender or appkcabie law. of the Property. Lander I. kepecliort. Larder a its scent may make reasonable entrIes upon end IrePectiae reasonable course for the Inspection. shall give Borrowerr notice at to time of or prior to k and claiapem for 10n convection 10. Condemnation. The proceed*of any award or dskn for damages.direct or�oor��.ere lensby with any condemnation or other taking of arty part of the Property,or for corwsysnce In assigned and shell he peed to Lender. Washington gaga 3 of 1629C 111•961 19r4A62 98064i Pact M3 or l w t9rt999 Is 05 KIMC COLatTv, Ip rim Mato*17 111.M -1. .—,ter: • sh 01-O61B-001029283-7 In the event of•total taking of the Property,the proceeds shall be spored to the sums secured by this Security Instrument,whether or not then due.with any.xcass paid to Borrower. In the event of a partial taking of the Property In which the fair market value of the Property Immediately before the taking fa squill to or greater than the amount of the sums secured by this Security Irrtnrtent Nnmedistaly before the taking,unless Borrower and Larder otherwise agree in writing,the sums secured by the Security Inatrudwnt shall be reduced by the amount of the proceeds multiplied by the following fraction: lel the tour'mourn of the sum.secured s,vrediataly before the taking,divided by Ibl the fort market valve of the Property Immediately before the taking. Any balance shall be peed to Borrower. In the event of a p6rt41 taking of the Property in which the fry merlcat value of the Property immediately before the taking ie ass then the amount of the sums secured immediately before the raking, unless Borrower end Lender otherwise agree in writing or unless applir,sbls law otherwise provides,the proceeds shall be applied to the same seared by this Security Instrument whether or not Me suns ere then due. II the Property Is abandoned by Borrower,or If,after nonce by Lander to Borrower that the condemnor offers to make an award or settle c claim for damages.Borrower falls to respond to Lender within 30 days after the dots the notice is given,Lender is authorized to collect and apply the proceeds.at Ile option,.niter to restoration or repair of the Property or to the sums secured by that Security Instrument,whether or riot then due. Unties Lander end Borrower otherwise ogres in writing,any apdication of proceeds to principal shell not actand Of postpone the due date of the monthly payments referred to in peregrephs 1 end 2 or change the amount of such payments. 11. Borrows. Nol RWued: Forberence By Lander Not• Waiver. Ertenalon of the time for payment or modification of amortization of the sums secured by this Security Instrument granted by Lender to any successor in interest of Borrower shall not operate to release the liability of the original Borrower or Borrower's successors in Interest. Lender shell not be required to commence proceedings *gannet any successor In interest or'slues to .stand tine for payment or otherwise modify amortization of the surne secured by this Security Instrument by reason of any demand made by the original Borrower or Borrower's successors in...iterate'. Any forbearenca by Larder in exorcising any right or remedy shirk not tie a waiver of of preclude the.narpee of any right or remedy 12. 6uccasaas arta Assign*Sound;John and 641v*,el Ll•b16ty:Co-seartrs. The covenants and agreements of this Security Instrument shell bind end benefit the euCcascora and ••sign• of Lender and Borrower. subject to the provisions of paragraph 1 7. Borrower's coy-enrols and agreements shall De joint and sevrsl. Any Borrower who co-signs this Se-Arity instrument but does not execute the Note: (al 4 co-signing this Security Instrument only to mortgage.grant and convey that Borrower's Interest in the Property under the terms of this Security instrument:Ibl is not personally obligated to pay the sums armored by this Security instrument; and lc) agrees that Lander and any other Borrower may agree to extend,modify.forbear or make tiny accommodations with regard to the term*of this Security instrument or the Note without that Borrower's consent. 13. Loan Charges. If the loan secured by thee Security Instrument is subject to a law which seta maxlmurm loan charges,end that law is finery interpreted ao that the Interest of other ban charges coaected of to be collected In connection with the loan exceed the permitted langs. then: lel any such Ivan charge shell be reduced by the amount necessary to reduce the charge to Ihe prmittad Inv[;end lb)any sums already collected from Borrower which exceeded permitted finals will be refunded to Borrower. Lender may choose to make the refund try reducing the principal owed under the Mote or by making•direct payment to Borrower. If a refund reduce.prncipel.the reduction will be treated as a partial prepayment without any prepayment charge under the Mots. 14. Notice. Any notice to Borrower provided for in this Security I etru ertt Nag be given by dekvMng it or by mailing it by fast these marl unless applicable law requires use of soother method_ The notice shirt be duetted to the Property Address or any other address Borrower designates by notice to Lander. Any notice to Lander wharf be given by Irrot cress marl to Lender's address stated herein or tiny other address Lender designetas by notice to Borrower. Any notice provided for in this Security instrument Sher be dawned to have been given to Borrower or Lander when given as provided in this paragraph. 15. Orrerne g Lew; Severebity. This Security tnatturanl shell be governed by federal law end the law of the jurisdiction in which the Property is located. In the event that•ny provieiOn or clause of this Security Instrument or the Note conflicts with applicable law, such conflict snail riot affect other provrslons of the Security instrument err the Note which can be given effect without the confkctirg provision. To the and the promsfona of this Security Instrument end the More are declared to be severable. 16. Borrower's Copy. Borrower shall be given one conformed copy of the Nots and of this Security instrwnant. 17. Trend*, of the Property or • Mrefkf•I Interest In Borrower, II all Of any part of the Property or any interact in n e soid or transferred for r•beneficial interest in Borrower'a sold or Vanaferred and Borrower a not a natural • person) without Lender's prior written consent,Lender may. at its option,require immediate payment in full of all sums secured by tea Security Inatrunent, However. tea option shell not be exercised by Lender If exercise 4 prohibited by• i3J1 federal law as of the date of this Security Instrument. If Lender exercises this option, Lander shad give Borrower notice of accaleretion. The notice shall provide a period of not less than 30 days front the date the notice 4 delivered or mailed within which Bonowar mull pay all sums secured by the S.curty Inetrwrnnt. II Borrower fade to pay these sums prose to the aspiration of the period.Lander may invoke any remedies permitted by the Securhy inetrwnent without further notfa of demand on Borrower. ' 1S. Borrowr's Plight Se Rene . If Borrower meets certam oortdftiorn,Borrower shall have the right to have enforcement of toe Security IMtrieMM d4MntaNMd at arty hers prior to the earlier of: lel 6 days la such other period d se applcable 4w nay!opacity fw ns as etstermer'l before se of the Property purwrl to any pow*,Of sale contained in this Security Inatrurment; or fbl entry of a judgment enforcing thia Security Instrument. Thew conditions are that Washington 15290 It 1-9BI Page 4 of d ONCE see OF ell es,71,tm Is.ea KM) COUNTY, we FIRST hMIERICM1 DT 1S.M • _ y+..sv�r- tea=� h-._.i-i•. ���; _..�P • • l 01-0618-001029283-7 Borrower: (a) pave Lender ell sums which then would be due under this Security Instrument and the Note as if no acceleration had occurred: lb)cures env d.feult of any other covenant.or agreements: lc)Pay ell onset..Incurred in { enforcing this Security Instrument.Including. but not Ilmned to.reasonable attorneys' fee.:end Idl tekes such sctoon as Lender may reasonably require to sawn that the lien of the S•curiry Instrument. Lender's rights in the Property and Borrowr'e obligation to o•y Me sums secured Dy this Security Instrument shall continue unchanged. Upon reinstatement by Borrower,this Security Ineuwnant and the obligations secured hereby shell remain fully•Hective as if no acceleration e had occurred. However.Its mph(to relocate shall not soda fr the case of acceleration under paragraph 17. �l 19. SW of Note: Change of Loon S.rvicer. The Note or • partial interest in the Note Itogetter wrth the Security Instrument)may be sold one or more times without prop notice to Borrower. A sale may result In•Grange in the entity (known as tr.. 'Lo.n Service*,') tat copaca monthly payments due under the Note and this Security Instrument. Then elan may be one or more charges of the Loan Srvicer unrelated to•sale of the Note. If there is s change of the Loin Sonncar,Borrow*,on be given written notice of the change in accordance with pragraph 14 shove and applicable law. The nonce will sate the name and address of the new Loan Srvicer end the address to which payments should be merle The notice cull slso contain any other lnformetion rehired by applicable law 20. Hazardous eubstanca. Borrower shall not cause or print the Presence.use.dispoa.f.storage.or release of any Hazardous Substances on or In the Property. Borrower shall not do, nor show anyone else to do. snythrg electing the Property that to in vwiatan or any Environmental Law. The preceding two sentences shall not apply to the prennU.tea.,on storage on tan Property of small qu entiles of Hazardous Substances that are generally r.cogr,zed to be approprire to normal residential uses end to maintenance of the Property. Borrower shall promptly give Lender whiten notice of any investigation,claim,demand.lawsuit or other scion by any governmental or regulatory agency or privets party involving the Property end and Hazr(ws Substance or Envwonmental Law of which Borrower has actual knowledge. Ir Borrower learns. or is notified by any governmental or regulatory out/wiry, that soy remov,lot r rernedianon u1 any Hazrdua o Substance effecting the Property is necessary,Borrower snail promptly, Fe11 ry r•rrediel actior i in accordance with Environment.'Lew. As used in Ins pategrph 20, 'Hever ScMtsncae are those substances defined es toxic or hazardous ja substance.by Envrronmente)Ubk endtf4)&4gyrq pybeterces: gasoline,kerosene, other flammable or toxic petroleum 'f! Products.toxic pesticides enoreels nrbb d.�voyft4/eeiveme,materials contrnirg asbestos or formaldeyde.and radioactive materials. A.used or this apgre0p •EnsNrottgentat Law'miens federal laws end laws of the jurisdiction where the Property is located that rho to heeltl,),afe(q,pr aovworwnentei protection. NON-UNIFORM e0 ENA $"*orrotiver and Lender further covenant and agree as fellows: 21. Accid.r.tlon;-f def.r lrwehler iNe pies notice to Borrower prior to acceleration following Borrovyer'e breech of any covenant or N ltie Wratnamen l(but not prior to.ccelr. undern under porspraph 17 urd•es e ppetcabee law provide*att..wW{ tap. y:lal the defauH:Ibl tee sewnracial to are the default:Icl •data.not lees then 30 days frortrehtsdiee the l env,to Ior,ewer.by which the Wait swat be well:and 111 Chet fedora,to cull the defeat on or bebre the data apedfied in the notice miry Meal In eccelsr.'fon of the awns.acu•d by Pr..Security hsetrument and sale of the Property at pubic suction et a date not less than 120 days in the Wore. The notice.hell haters Inform Borrower of the right to rare-tat*after .eeilerRwn.the right to WTI a court action to ea•rt the nonexistence of•defelt or any ether defense el{maws,to aoed.rattlon end ease,and any other where received to be Included in the notice by applicable law. If the default le nor awed on or before the date specified in the notice. Lender at Its option may require iernerLte permed In hi of el suns sewed by this Security Irsetrtar ant without further demand end may brroha the power of aW end any other remedies permitted by apple...low. Lander shwa be entitled to collect a a.preee Incurred In pursuing the remedied provided in We pargph 21, Including, but not hated to. reasonable attorneys'kw and costs of We***fence. If Lender Invokes the power of sal. Lender We give wren robe*to Trustee of the occurrence of an went of defwt end of Lerdr'e election to cause the Property to be sold. Thaw end Lander shed Oaks cudt action r.gadvq notice of ad.and shed erre such aeries to Sorrow*end to other persste es eppicebl•law may require. After the time required by applicable in..and attar publication of the nods of ssle,Trustee.ryNh in demand on Borrower, shell see the Property et public auction to the highest bidder.t the We and place end under the tarn.dsslgnwd in the notice of Sale In one oe TWO paroW and N any rdr Trot..drerrnkw. Tnetes m.y postpone sale of the Property for•period or periods permitted by applicable law by public announcement et the time end place quid In the notice of aW. Lander or its designee may purchase the Property en any sW. • Trustee snail driver to the or thaw Tnortee's deed conveying the Property without any covenant or warranty. • •apr•ssed or*noised. The r•cilee N the Tnutw's deed shell be prime fees evidence of the trsreh of the ateesanemu wee • therein. Trustee dud sooty tan proceed.of the We H the following order:(alto el expenses of the sale,heckling,but not Scored to.meow..Tweed's and attorneys'bee:(b).ad sun*,.fecund by this 1earity Instrument and Icl any e xcess to the person or persons 1epfy entitled to it or to the cleat of the superior court of the o.t/lty In which the eW took place. 22. Reconseyenc.. Upon payment of all sums second by this Security instrument. Lander shah requ.st Trustee to reconvey the Property and.hall surrender thn Security Instrument end all notee evidencing debt secured by this Instrument Instruent to Trust.. Trustee shad reconvey the Property without warranty end Lander shelf charge ' Borrower•release tea vn an amount allowed by'optical.law. Such person or persona ehae ply soy reoondation data. 1 I 23. Suletitvte Trusties. In eccordence with applicable law,Lender may from time to tine eppoerh a successor trustee to any Trustee appointed hereunderwho flea ceeaed to act. WIthout conveyance of the iluor,ty,the successor I 1 trustee shall exceed to all the arils power cha and da corlemed upon Tnet_e herein end by spplfceb.law. I4. U.of Property. The Property is not used principally for agncultursi or farming purpoa., 25. Riera to the $•catty Instilment. If one or more riders era executed by Borrower and recorded W.hngton 1629E I1 1.9B1 Pogo 6 of 0 199 43424 • PIIOE ell rL NZ ell Of p11 • • i6i27✓1111 la SO KING COtMy. Iw FIRST APCRICMt DT le le • 1111 • NM • 01-0618-001029283-7 together with We Security Instrument. the covenants and agreements of each such Mar shall be incorporated into and shall emend and supplement the covenants and agreements of this Security Instrument as It the riSerls)were a part of this Security Instrument. IChack applicable boaleall !K Adjustable Rate Rider Condominium Rider 1.4 Family Rider Graduated Payment Ride( Planned Unit Development Rider J Biweekly Payment Rider J Balloon Rider J Rate Improvement Rider ❑ Second Honta Rider Otherlsl Ispecifyl BY SIGNING BELOW. Borrower accepts and agrees to the terms and covenants contained in this Security Instrument and in any riderisl executed by Borrower and recorded with it. XNI 2 1� i TERRILL L BRIBRE 11111 _ 'Atttu 1 t 1 O • a r rf ‘ i ' i • .rdr STATE.Of WASHING rflnt,4- .t Kt U County as: tttt‘►%%%% On this /+4I[1k day of N\LAME. t 119`1 , before ma the undersigned, • Notary Public in and for the State of Washington. duly commissioned and sworn. personally appeared V tt.T.TIM a RitTROR crud TITIIIITr.t. T. RR T Fee to me known to be the Individwlls i�cribed in and who executed the foregoing Inst • acknowledged to me that he/eheithek'signed and sealed the said instrument as his/her/gt3 r . free and voluntary act and deed.for the uses and purposes therein mentioned. I WITNESS my hand and oftirlel seal affixed the y and year in thief above written. I expires: 11141I b 2 n,tu"{\4.,�_ ,,,p,4Li'. t My Commission ea es: i N6tery Public in and for the is of eshr pre residing at: 1 Al REQUEST FOR RECUNVEVANCE V�4�1 D TO TRUSTEE: The undersigned is the holder of the note or notes secured by this Deed of Trust. Said note or notes, together with all other indebtedness secured by this Deed of Trust,have been paid In full. You ere hereby directed to cancel said note ix notes and this Deed of Trust, which are delivered hereby.and to reconvey. 1 without warranty.ail the estate now held by you under this Deed of Trust to the person or persons legally entitled thereto. DATED: • - a corporation. By { Mail reconveyance to i//- Washington 1529F(11-881 Page A of 8 19990629000424 • OWL sea a ell t16'Nr1111 le-es KING CbuNty. ua t fleet IIe:RICMI et 16.M 4 ....,i , �.--+ MSS ----i sJ�-..a�sv�-a« ij_.z.YF.s�:ii•-s - t� X I I I • I l . a 0 s ADJUSTABLE RATE RIDER )12-MTA Index •Rats Caps) 01-0618-001029283-7 409600-4 THIS ADJUSTABLE RATE RIDER is made this 23rd day of June, 1999 and is incorporated into and shall be deemed to amend and supplement the Mortgage,Dead of Trust or Security Deed (the'Security Instrument')of the same date given by the undersigned (the 'borrower') to secure Borrower's Adjustable Rate Note(the 'Note') to Washington Mutual Bank (the 'Lender') of the same date end covering the property described in the Security Instrument and located at: 1944 DUVALL AVE NE RENTON, WA 98059 Property Address THIS RIDER CONTAINS PROVISIONS ALLOWING FOR CHANGES IN MY INTEREST RATE AND THE ITS THE AMOUNT THE BORROWER'S NTERESTTRATE CAN CHANGE AT ANY ONE HLY PAYMENT. THE RIDER nTIME AND THE MAXIMUM • RATE THE BORROWER MUST PAY. ADDITIONAL COVENANTS. In addition to the covenants end agreements made in the Security • Instrument,Borrower and Lender further covenant end agree as follows: 1 A. INTEREST RATE AND MONTHLY PAYMENT CHANGES Interest will be charged on unpaid principal until the full amount of principal has been paid. I will pay interest at a yearly rate of 7.375 %. The interest rate I pay will change in accordance with Section 4 of the Note. The interest rate required by Section 2 end Section 4 of the Note is the rate I will pay both before end after any default described In Section 7181 of the Ncte. The Note provides for changes in the interest rate and the monthly payments,as follows: • "4. INTEREST RATE AND MONTHLY PAYMENT CHANGES July, (A)2004 Change Dates The interest rate I will pay may further change on the let dpy of and on that day every 11f8LITH thereafter. Each date on which my Interest, NO rac rate could change ie called a'Change Dats .month Peg.1 016 I30I SA 105.9•1 199913629089424 Pact 997 OF I 9449,1494 IC IS KING C M1'V, WA FIRST anotIcam to 19.94 • • • 01-0618-001029283-7 409600-4 113) The Index Beginning with the first Change Date, my interest rate will be based on en Index. The "Index" is the Twelve-Month Average. determined as set forth below, of the annual yields on actively traded United States Treasury Securities adjusted to a constant maturity of one year as published by the Federal Reserve Board in the Federal Reserve Statistical Release entitled "Selected Interest Rates (G.13)' (the "Monthly Yields"). The Twelve-Month Average is determined by adding together the Monthly Yields for the most recently available twelve months and dividing by 12. The most recent Index figure available as of the date 15 days before each Interest Rate Change Date is called the 'Current Index'. If the Index is no longer available, the Note Holder will choose a new index which is based upon comparable information. The Note Holder will give me notice of this choice. (C) Calculation of Changes Before each Change Date, the Note Holder will calculate my new interest rate by adding Two fa Eight Hundred Seventy-Yive-Thousandths percentage points 2.875 % ('Margin')to the Current Index. The Note Holder will then round the result of this addition to the nearest one thousandth of one percentage point (0.001%). Subject to the limits stated in Section 4(0)below, this rounded amount will be my new interest rate until the next Change Date. In the event a new Index is selected, pursuant to paragraph 4(B), a new Margin will be determined. The new Margin will be the difference between the average of the old Index for the most recent three year period which ends on the last date the Index was available plus the Margin on the last date the old Index was available and the average of the new Index for the most recent three year period which ends on that data(or if not available for such three year period. for such time as it is available). This difference will be rounded to the nearest 1(8 of 1%. The Note Holder will then determine the amount of the monthly payment that would be sufficient to repay the unpaid principal that I am expected to owe at the Change Date in tull on the maturity date et my new interest rate in substantially equal payments. The result of this calculation will be the new amount o.` my monthly payment. (DI Unfits on Intereet Rate Changes My interest rate will never be increased or decreased on any single Change Date by more than Two percentage point(s) I 2.000 %) from the No NCO Pp.2 of 5 3301911 43 se! JI, 19990629000424 tact see or Il 1I1 • ✓s 29i t 9f9 I..55 Kith COU1rf e rI55T KGIt 4 Ot is .e 8':1 , • moo • 01-061e-001029283-7 409600-4 rate of interest I have been paying for the preceding TWELVE _months. My interest rate will never be greater than 1Q,99Q % (E) Effective Date of Changes My new interest rate will become effective on each Change Date. I will pay the amount of my new monthly payment beginning on the first monthly payment date after the Change Date until the amount of my monthly payment changes again. (F) Notice of Changes The Note Holder will deliver or mail to me a notice of any changes in my interest rate and the amount of my monthly payment before the effective date of any change. The notice will include information required by law to be given me and also the title and telephone number of a person who will answer any question I may have regarding the notice. (G) Fakirs to Make Adjustments If for any reason Note Holder fails to make an adjustment to the interest rate or payment amount as described in this Note. regardless of any notice requirement, I agree that Note Holder may, upon discovery of such failure, then make the adjustment as if they had been made on time. I also agree not to hold Note Holder responsible for any damages to me which may result from Note Holder's failure to make the adjustment and to let the Note Holder, at its option, apply any excess monies which I may have paid to partial prepayment of unpaid • "Principal." B. TRANSFER OF THE PROPERTY OR A BENEFICIAL INTEREST IN BORROWER Covenant 17 of the Security Instrument is emended to read as follows: Transfer of the Properly or a Beneficial Interest in Borrower. If all or any 1 part of the Property or any interest in it is sold or transferred (or if a beneficial interest in Borrower is sold or transferred and Borrower is not a natural person) without Lender's prior written consent, Lender may, at its option, require immediate payment in full of all sums secured by this Security Instrun)ent. However, this option shall not be exercised by Lander if exercise is prohibited by federal law as of the date of this Security Instrument. Lender also shall not exercise this option if: (a) Borrower causes to be submitted to Lender information wo nee Paps 3 of 6 • 110,9C IOS.96i II • • 19 • . i W 29@80424 ►AM xt WI Of 06r29'1T99 to e7 11 1IK many, t a Mt?aafcw or is Se 1 • • U. NMI • 01-0618-001029283-1 409600-4 required by Lender to evaluate the intended transferee as if a new loan were being made to the transferee; and lb) Lender reasonably determines that Lender's security will not be impaired by the loan assumption and that the risk of a breach of any covenant or agreement in this Security Instrument or other obligations related to the Note or other loan document is acceptable to Lender, (c) Assuming party executes Assumption Agreement acceptable to Lender at its sole choice and discretion, which Agreement may include an increase to Cap as set forth below and(dl payment of Assumption Fee if requested by Lender. To the extent permitted by applicable law, Lender may charge a reasonable fee as a condition to Lender's consent to the loan assumption, and Lender may increase the maximum interest rate limit to the higher of the Cap or 5 percentage points greeter then the interest rate in effect at the time of the transfer. Lender may also require the transferee to sign en assumption agreement that Is acceptable to Lender end that obligates the transferee to keep ail the promises and agreements made in the Note and in this Security Instrument. Borrower will continue to be obligated under the Note and this Security Instrument unless Lander has entered into a written assumption agreement with transferee and formally releases Borrower. If Lender exercises this option, Lender shell give Borrower notice of acceleration. The notice shall provide a period of not less than 30 days from the date the notice is delivered or mailed within which Borrower must pay all sums secured by this Security Instrument. If Borrower fails to pay these sums prior to the expiration of this period, Lander may invoke any remedies permitted by this Security Instrument without further notice or demand on Borrower. r ' MO NEG Pp*4 of 5 3)0,90 t05 9r riJ • it 19590629000424 Pwct: eta or el ,a 27,lm IS Q K(NG r_Wrtv w row RteldN K Ie.0S 111411 • • 01-0619-001029283-7 409600-4 BY SIGNING BELOW, Borrower accepts and agrees to the terms and covenants contained in this Adjustable Rate Rider. Borrower hereby agrees to execute any document necessary to reform this Agreement to accurately reflect the terms of the Agreement between Borrower and Beneficiary or if the original Note, Trust Deed or other document is lost, mutilated or • destroyed. X WILLIAM A BRIE X TERRILL L BRI NO MEG Paps 5 of 5 770111E 05 N) 1 ' 1 19990629ege424 • MIX ell or ell KI f 05 KING COURY. iY1 f lftfT 1141,1CM1 Ri le M r •1 •• ,"'. THIS SPACE PIO'.'IDE0 101 tECOw(CS USE. 1 ;. First American Title -. INSURANCE COMPANY �m m m ' p•r7,=1 m Filed for Record at Request of �"'" rn ern_ 1 =rn- c = 1 5avren Escrow Services _'"o S N Name..._.. ._........._.._..__.._.._....... ._.._.._�. .._. .._..___.._ _.._` --c_-I 1 cro 0 • Address. PO Box 360 N c.r1 -c j t City and Sulc..._..Rncon.WA.._9807,___.__...___.__._._____.._ I EP 1887 1 Deed of Trust ' • (For Use in the State of Washington Only) • THIS DEED OF TRUST,made thia....Z7tb.....day of February 19.9.5....., between 1 • WILLIAM A. BRIERE and TERRILL L. BRIERE, husband and wife ,GRANTOR. •-•4 1 :,i ~chose address is 1944 Duvall Avenue NE, Renton WA 98059 l FIRST AMERICAN TITLE INSURANCE COMPANY, a corporation, TRUSTEE, whose address is 2101 Fourth Ave., 0800, Seattle Washington,and l GERALD J. BRIERE and GAYLE A. BRIERE, husband and wife BENEFICIARY. N ehn;caddrvs. 23205 SE 192nd St., Maple Valley WA 98038 cJ t; 1VITNESSETH: Grantor hereby bargains,sells and conveys to Trustee in Trust,with power of sale,the 'f I following described real property in .. .. ...Icing. .... . . .County.Washington: yJ ' V' • Parcel No. 1 of Short Plat No. 307-79, (Fran Briere Short Plat) recorded V, under Recording No. 7906209101, and being a short plat of: it Tract 2 of Joseph P. Marshall Tracts, as per plat recorded in Volume 53 �; of Plata on page 30, records of King County; EXCEPT beginning at the Northwest corner of said Tract 2; thence South 4°59'22" West along the '1 M West line of said Tract, 147.99 feet; thence South 87°35'19" EEase parallel f 8 with the North line of aaid Tract 126.70 feet; thence North 2°24'41" East t 147.84 feet to the North line of said Tract; thence North 87°35'19" Westr:til O along said North line 120.00 feet, more or less, to the point of beginning; •••,'ta .itx O� Situate in the County of King, State of Washington. i`. Sall docrmant(s)were flee;sr I,i'I�t1 record by Stewart Title as aceom°UGcn r.e,74 • only. It has not been examined a to l`:::'.'t proper execution or as to Its ollnrt ; fh;, ucen tato. ;,.• �. 1 which real property is not used principally for agricultural or farming purposes,together with all the ten- + i;'s 't.': ements,hereditamente,and appurtenances now or hereafter thereunto bolonging or in any wise upper- IF, is taining,and the rents+,issues and profits thereof. �.;, '+•i;: This deed is for the purpose of securing performance of each agreement of grantor herein contained,and i.�1_ ' r • NO/100 F ' payment of the sum f...111911S.Atil iEVEN HUNDRED TWENTY-S 6IX .Doljyn.(3.j?0� . f10,_,) E.;f 3 with interest,in accordance with the terms of a promissory Dote of even date herewith,payable to Bane. ticiary or order, and made by Grantor,and all renewals,modifications and extensions thereof, and also ; such further sums as may bo advanced or loaned by Beneficiary to Grantor,or any of their Successors or ........ assigns,together with interest thereon at such rate as shall be agreed upon. . ;;( •1 6:Ei4 tect the security of this Deed of Trust,Grantor covenants and agrees: eepthepropertyingoconditionandrepair; topermit nowastehereof; tocomplete any '. , structure or improvemtnt being built or about to be built thereon; to restore promptly any C' building, structure or improvement thereon which may bo damaged or destm�ed; and to comply with !';i all lows, ordinances, regulations, covenants, conditions and res fictions aSectxng the property. wn-as+ 1' =.n sa ' '1 • . )ly 2.To pay before delinquent at!lawful taxes and assessments upon the property: to keep the property free and clear of all other ' i•', charges,liens or encumbrances impairing the security of this Deed of Trust ; ' 3.To keep nil buildings now or hereafter erected on the property described herein continuously insured ogainat Toss by fire or other laznnls in an amount riot less than the total debt scored by this Deed of Trust. All policies shalt be held by the Beneficiary, and and he in such companies ne the Beneficiary may approve and hove loss payable first to the Beneficiary,as its interest may appear, then to the Grantor.The amount collected under any insurance policy may be applied upon any indebtedness hereby secured to such J. 'r.. order WI the Beneficiary shall determine.Such application by the Beneficiary shall not cause discontinuance of any proceeding's to foreclose this Deed of Trust.In the event of foreclosure,all rights of the Grantor in insurance policies then in force shall pass to the . • purchaser at the foreclosure sale. J.To defend any nction or proceeding purporting to affect the security hereof or the rights or powers of Beneficiary or Trustee.and :+s to pay all costs and expenses.including coat of title search and attorney's fees in a reasonable amount.in any such action or pro- ceeding.and in any suit brought by Beneficiary to foreclose this Deed of Trust. • 5.To pay all costs.fees and expenses in connection with this Deed of Trust.including the expenses of the Trustee incurred in en• �S forcing the obligation secured hereby and Trustee's and attorneys fees actually incurred,as provided by statute. i) G. Should Grnntor foil to pay when due any lases,assessments.insurance premiums, liens,encumbrance or other charges against 4 the property hereinntave described. Beneficiary may pay the same,and the amount so paid,with interest at the rate set forth in the I note secured hereby,shall be added to and become a part of the debt secured in this Deed of Trust. IT IS MUTUALLY AGREED THAT: i I. In the event any portion of the property is taken or damaged in an eminent domain proceeding. the entire amount of the award or such portion as may be necesaory to fully satisfy'the obligation secured hereby,shall be paid to Beneficiary to be applied to said obligation. 2. By accepting payment of any sum secured hereby after its due date.Beneficiary does not waive its right to require prompt pay- ment when due of all other sums so secured or to declare default for failure to ao pay. 3.The Trustee shall reconvey all or any part of the property covered by this Deed of Trust to the person entitled thereto,on written request of the Grantor and the Beneficiary,or upon satisfaction of the obligntiun secured and written request for reconveyance made by the Beneficiary or the person entitled thereto. 4. Upon default by Grantor in the payment of any indebtedness secured hereby or in the performance of any agreement contained herein,all some secured hereby shall immediately become due and payable at the option of the Beneficiary.In such event and upon written request of Beneficiary. Trustee shall sell the trust property,in accordance with the Deed of Trust Act of the State of Wash- legion,at public auction to the highest bidder.Any person except Trustee may hid at Trustee's sale.Trustee shall apply the proceeds of the sale as follows: (I I to the expense of the sale.including a reasonable Trustee's fee rind attorney's fee: (2) to the obligation secured by this Deed of Trust: (3) the surplus,if an>',shall be distributed to the persons entitled thereto. S.Trustee shall deliver to the purchaser at the solo Its deed,without warranty,which shall convey to the purchaser tho interest in the properly which Grantor had or had the power to convey at the time of his execution of this Deed of Trust,and such as he nosy have aap.ircd thereafter.Trustee's deed shall recite the facts ahowinc that the sale woe conducted in compliance with all the re- quirements of law and of this Deed of Trust.which recital shall be prima facie evidence of such compliance and conclusive evidence y thereof in favor of bona fide purchaser rind cncumbmneere for values Ql 6.The power of sale conferred by this Deed of Trust and by the Deed of Trust Act of the Stale of Washington is not an exclusive i e) remedy:Beneficiary may cause this Deed of Trust to be foreclosed as a mortgage. ::h CV '1, In the event of the deaths,incapacity.disability or resignation of Trustee. Beneficiary may appoint in writing a successor trustee. ',or Scox)upon the recording of such appointment in the mortgage records of the county in which this Deed of Trust is recorded, the .? s•:.emwor trustee shall be vested with all powers of the original trustee.The trustee is not obligated to notify any party hereto of pending side under any other Deed of Trust or of anyaction or proceeding in which Grantor.Trustee or Beneficiary shall be s party '.-: O unless such action or proceeding is brought by the rustee. P. This Deed of Trust applies to,inures to the benefit of.and is binding not only on the parties hereto,but on their heir,devisees. a-': • to legatees,administrators,executers and assigns.The term Beneficiary shall mean the holder and owner of the note secured hereby. Q, whether or not named as Beneficiary herein. ..- ---»,_.. ._-'_-._.._—......-_-........._._..__.....-.... i n William A. Bricre .: , ; •Ter L. Sri b;�' t ii 't. STATE OF WASHINGTON STATE OF WASHINGTON j t' • 83. j as. COUNTY OF.._.King _,._»_�.._. COUNTY OF.___.._._ _.__-_.____ tr On this day personally appeared before me On this ___.__day ot --•---_-.---_�___._w_ .�t9_.._... before me.the undersigned,a Notary Public in and tar she State of Wash• h • {ri1x.toLAs_.Bricre__attd.-.._....-.-.-..... .. ington.duly commialoncd and swore,personally appeared..__.---___....._ Terrill L. Bricre l'• to me known to be the individual described in and and..._,-,--__„_,_....._.._..._..___..____..--..r- __.-_.--._.., who executed the witldn and foregoing instrument, to coo known to be the _._._President and..._-_..__..-.._..Secretary, and acknowledged that..h.ti.e.y....signed the same reapeellvely of......._...._........_..._._ _ .._..__.._ __.._..___..___..«._._......___. as __..._...free and voluntary act and deed, the corporation that executed the- m foregoing instruent,sad acknowledged for the uses and purpose,therein mentioned. the said Instrument to be the free and voluntary act and deed of said comer- 't)1 • alien.for the uses and purposes therein mentioned.and on oath stated that (ill' ...__...._..._....»_...authorized to execute the said Instrument and that the anal •' GIVEN under my hand and official seal Oda axed L the corporate seal of said corporation. 27th Februar_.... 95 abovWi nl hand and official seal hereto affixed the day and year first dayo ...._.................... .Y Notary Public in and for the State of Wash- Notary Public in and for the Sfata of Washinstoo, Enumclaw raldiryt at......_.._._.._____._--•__._._- -_..- ington residing st..._._.._.._.._.._...._._ •, rag I AL e RQE UEST FOR FULL RECONVEYANCE • • � LttJDJ►D.0J1R8Y Doy+ot record.To.be used only when note has been paid. TO: TRUS11E , dWd i. The undesd IldeidedirColuiDdiAler end holder of tho noto and all other indebtedness secured by the within Deed of Trust-Said note, together 8srni>trtri sil.iast'secured by said Dead of Trot,has been fully paid and satiated;and you aro hereby err e quested end direct on payment to you of any sums owing to you under the terms of said Deed of Trust.to cancel acid note above mentioned,and all other evidenm of Indebtedness secured by said Deed of That delivered to you herewith,together with the said Deed of Trust.and to reconvey,without warranty,to the parties designated by the terms of said Deed of Trust,all the estate now held by you thereunder. . -p't .. s•K.� t ` rs i ', Ii.L. . `5177. 4:. CITY OF RENTON =i`,_ - TEMPORARY WATER SERVICE AGREEMENT 1 DATE Sept. 22, 1977 ', We Robert Petet and rife Kathleen , owner(s) of Address 1944 Duvall Ave. N.E. Tap # ..o " • • legally described as follows: 4 :.::.... t. See attached Legal Description 1 :* t) i .......:' - . 1• ) ' / r...- for and in ;znsideration of the Renton Water Department granting a permit to connect a temporary water service and/or main in Duvall Ave. N.E. for the above property hereby agree that no protests can be made by above parties . their heirs and assigns, against the construction of, or assessment for a permanentitermain which will necessarily be constructed in the street to serve this property. • This agreement shall be a covenant running with the land and shall be binding upon • .. i . all parties and their heirs and assigns until the permanent watermain to serve the above described property has been constructed and the assessment roll or cost per property therefore certified to the City Treasurer for collection, or payment. IN WITNESS WHEREOF I have hereunto set my hand and seal the day and year first above i , .. : i Z(f.g;tE - (SEAL) c(4/6il La j '�-e� (SEAL) i • STATE OF WASHINGTON) SS e COUNTY OF KING .. I, e0Q0 r � o 7`oti a Notary Public to and for the State of i Washington. residing at lf-1,z'—a , do hereby certi t at o this ,.a—..et day c 71. , 19 , personally appeared before me adoe.v7-.Z-• PeJe7 i �., a e" P7'e7 , to we known to be the individuals) described re n an executed the within instrument and acknowledged that tires y signed and sealed the same as a— free and voluntary act and deed for the . uses and purposes therein mentioned. WITNESS my hard of official seal the day and year in .his certificate firsObove• .. written. , ' ash tub r nand r- rp Washington, residing at t• 1% EXCISE TAX NdT REQUIRED. King Co. I MR c ,i: C;vi.i.n .4 . By� f -'r • y1 - • • - ,.. . . . 7 . . . .. . • •411 . . . • • 4111 • . . .. . . • . . .. .. . . _ ,;.............. ,.0.. ,..;....t...:... .._:.:..„_.....„.....•......0....:..„..z...7-., ..-„,...... „......,..... .... .:„.....,. .:::.....:,-.:- ..::: 7-.....-",. •••::: ,.. -.......,.,. .. .,...;.: . :... .. ........_,.. ..,:c.,.. .:7 . .••••,:.7._ .....,_.............„....4..._;..........„4„.......•.......„...:.".7.,...1„................7,,,,..7."..................„..._.„7. .........„„________.......4.:„...,__::.... . ..... .............,... .,.. . . ---r.:•-,-!. • . . 1i; • , 1 , • • • . .. . . • • , • • : . .. , • . : . ....• : . . . . . . . . , . . •• ,.,it • .. . • t ' , • . :,..• •• , ; • • '. . . SITUATE IN TB% COUNTY OF KING, STATE a mASEINZIUs , - TRACT C (I), JOSEPH P. MARSHALL TRACTS, AZOoRDING T(... THE • PLAT.RECORDED IN VOLUME 38 OF PLATS, FAZE 30, RECORD:3'UP SAID COUNTY; TOGETHER WITH SUCH PORTION AS. MAY BE MINERAL LANDS OH CONTAIN COAL OR 'RCS, RI-SERVED IN DEED FROM NORTHERN 4 . PACIFIC RAILROAD COMPANY, RECORDED UNDER AUDITOR'S FILE N . 113654, RECORDS OF SAID COUNTY' AND NO. RELAASED AND :EEME0 TO LEGAL OWNERS BY INSTRUMENT RECORDED UNDER AUDITOR'S FILE r . § 1111 ., .._, ,-...-.,,... vi ...Aim 64..us st 1 lexcrPtIge icuoinc, BEGINNING AT THE Na CORNER OF SAID -- '.. ' ;TRACT'S; THENCE 3 87°260/3" t ALONG THE NORTH LINE THEREOF 264'; THENCE S 2°33'47" d 131 35.g THENCE N 87026'13* w TO . . ' 1 THE itST LINE OF SAID TRACT I; THENCE I( 4°59,22" E TO THE POINT OF BEGINNING . . i J 4. 1 : i - ' 1 . . . • . . . . - i 1 . i • r 1 . • / ,1 c.4 t • . • 4, • ; It /1147/// 111 1: / .____-_.--- • -_.-___ ________ I ' . Obi•-3-71 L 0 0 0 0 4 7110030509 LSI 0 If 4.00 ' j �Y • A '.'2.:!t.._. ::i 1 i : f P ..• i . I r CA. 1 i . _ I011, • ••.rr ft -.... .. r `!� Nr. r•! ! ((AA•• . ''i i Q4� h. 9 26 AH'77 . . RECORDED hi; r[e .••e•-- : ). J iV- yi. fit. 7R121&gclg ' FLAT SHORT PL1T 15-269• 11013E11T E. 1 ETET SHORT ���-21 TRACT 1 ✓OSEPH P. MARSHALL TRACTS NL4 SWY4 SECTION 3, TWP. 23 N., R.5E., W.M. • SCALE I'.DO' lje. I II. I It I td64.00' tlL.L!' 1 I1 ^ i 3 I :Il ' i I 0 $ k to 4 I I 1 ZIP,eT i : il ' I W i r I I 'I • PLAT MAILMAN I I h DES /rIPT/O/� I- �I�It.l....n y N.o.w Al I I �ggidrk` `... IUD d walL�- TRACTS► r . a.I PICA TS PACESO, RECORDS LK KING COuvTV, WASH. I J tIC I aaoa J.sa..c c.... H ' I I .770.49O' tie7•es'/9�w CERTIFICATE • I Q I lWE T7/E ONDERSM.NEO,MERIN-CERT/FY NAT I✓E A'PS PIE OWNERS/u RECORDING CERTIFICATE y8/z/4 90/9 FF/_Went OF) L4A49 ME.�FD✓H..v7TE/)kw 7i//.> SMLWT Lt4T. • FILED FAR RECORD TH/JA.AorOf______,QFL: A /9T8 APPROVALS ----—-------- ,/ SURAE s PETET RJE1Ei1T E.PETLT AT,1'_7l..M, UJ BLoK_I.,1..OF SURVEYS ow PAGE_269._. E.4AIAJEO.4u M D AppR ,' TH/s_../.Op.. LLr LK_SO/_A.a ACKNOWLEDGEMENT AT THE RevuEST OF AYH orLIE r C/7YOf RENTON dye ONT.A.NAO/!....._ .Jl4t�3_5.7E+44Kt._-.. asecTaP cryrcrp.�/cwot/rs STATE Lv WAsr/'�GTb 1 S'S MANAGER Sum-. Of RECORDS c -4IT7 0FK/v4 /,; EXAHi✓FO AuO AOOROr'O TN/s-- __,_PArAC N_ -AQ WO TAPS Arm cu riFY pow(Oil 7N/S.-..OAY Ci_. __ .A /97Et �/e dFFAAL`A* a lAWFts/4.veO,A.wT4t✓OVOuc,PFAs wAu✓A/AFA.LEO -71'L 6a/4/NEFR _ _t.tR/5g... PEr4T_ANp_j gy.f r�,E CET_ SURVEYORS CERTIFICATE _ ---_ 1D MEX.mWN lb OE 7/Y miaY/GOALS /►No' 'tD ,,;poor OFRT/i/CA71 Axle ACKNOW!FOLIO TO MI Par A/iS 11OPT KIT Cv,PRFCTLy re/fESEa/7S A R/Rt.er MOVE BY MR aC I4I (�?�r���+�d Ins IYiY..5601D, SAMEASTM►�EF4l( Akio AXIAL/TAWACTAuo OEFD HT O/QFCl/ON IA/C.LWFORAI4A/Ct MIA'77a Ree'.'L(FNFAirr arme,i.vv,6W.cisi EYAM/NEO • AA/O A 'f0 TH/S._J _. . win/Ess AD'//AL/O ANOOR'maw.SEAL TY Lk E YA✓o YE4?F/RSTAA Vt JTATI w Cauy OR Ci7Y, S'A7vli at- ..,.eviuRUcc-. (� wR/TTTEG 4.r .• PIA vyA9�7' O/REL7[a¢ •. , . • ) iXAM/NED ANO A//Eta 71N5.A.2 a0:Q`-^Lm��O./976 iaoTniy Aueuc1;;ZI soa'xir 1 : ft�sCL.� P tTATF d•AF__ ___ 1 t F,//�1.�•-- Kw4 cow .ISSGssu2 RISIPLvG A1______--____ C.¢Tii/IATF Nam/ssa4 £XP/CATION OATS: (I i,.‘._ _ _ T 7u�p d U • iUF i. i . M,-. T'..,.Y,?`j i.' "•"""'�'^7n.:I"�^7":'"f-" r , ' 4•1 ' .p :..t 'A I ('^1' L:!i}'�,'�.it.fr-I l oT.`or.I L.•1. •Ay Int.v.: ;:-:::t) o. l LC 10 htF If • •]Z- • FRAM BRIERE SHORT PLAT . IN THE NE % SW/,SEC3, TWP.23N. RGE5E,W.M., .. RENTON., KING COUNTY. WASHINGTON SNORT Poor No. 307.79 • 1 N E7rA5'7J"w 370.s0' I%Y.t —" //0.00 I I 11 . . I 11 o ,ra 14 p q • • I •r: . 1 .1 I P 1 I I I 1 I T.K DROU.RD TO un OF , �J !'F•Z?'• 4.• li0ao 40•Tco. uny. RECORD.H4 O.SWWM RAT 1 /JA.7S' 7295' �° AIE /8a' ST• • \ SCR/PT/ON mc-T f,_MIAOW P atigami L TPACT SaCYOROLVSra our nano, 1,4. i N/•.r.,5i E1t�X0a0 A/IaWI�3IAlFrATAfffl7.LEQ1lGf 0!K/�G04NTY,NIA \ ti I ua.�. ♦N 6. i srapr/oR4-11 us Ar7►I WORM VAST CORULR OISI/O MoCTt,•!!/f.NX. J n lo' ,v 1 W rnsNa 1!7IswE 1 :r 'w,xms nwuvf prswTLAC7 ATLN/Y�. O • O A sc....,/••�' Al 44aa MTN atAati/li if arouo 1L4LT I XFIlfT�AI(f 2 0 1 3 .� .co.mro•w TAspR?,VE7'JK'n'A/At/Ml� 1 N - MA►fl rm Al MOON LINE Or soy 7XAC1,' I 4 ; ti Ml AA><NLALO/Lg07'EMEALunTD7NE ItWI prafiWNiAK I I I NOTE• Joaer AA: COVENANTS -J!! "'' I 1 1 Ric No. 7906 2 0/0 8 8 _ 11 1 /44 4z Y r...1 .Vd7v4•2s'w_ JAO.0 • _S7433__ •—. —�_-7y- • I CERTI FICATE. . • 'HEREBY CERTIFY TAssT /Plow a t.sIrW M TO OWA,YR IN - fEE S1HPYE or Toe LAND NfE aY PATTED I✓TN/ SHOP PLAT• • � . SURVEYORS CERTIFICATE APPROVALS ./ de,,...4.4 THIS SYORT PYAr CORRICRY RLPRLS[NTS A SULKY LY MA d f MA oat/AYE or LXAM/✓f0 AND APPROVED THIS €3 DA O<. R/ ' AR D/LLCTIC'J IN CONFOLMANCL 'AN TNE RL4U/LLMENTS Of 7706 AMROPL14TY ----yy� ACKNOWLEDGMENT STATE.CANITT Cl COT Tama OLOINAI/u. /!'' - . O I _ O/RLCTVR,OfPI OF P,S6/C NORKS f • STArf Of IYASNr✓aTC✓ S.i _ A D/I7 cav✓rr OF KiNO - CER7If/QITE 1124 3 s DAY O! EXAMINED Au0 APPROVED THK li 3 Ale.:.t �f M EX//RATION 04/E 1 MAR.3./9L0 n . .. .. S . 7"Na d TO CL.Rrier MAT O✓rN[f� DAY Df /(< .__A.R IA71 _ 4�t AIc,a c��°1� (� NA4RL NI 7Nf UNLYRJ/I✓LO A NOTARY PUA•.0 PER AL[Y AMARfO 4/4rgtM� , TRAlP/O LNfauf ER /< �J✓BYrAY6_ _._ . /n Ng K* VN iv LIE Mf I✓D/✓,OL/AL. a,SAW ID PE.**i Q"T'!"'TL'"'D AC,L"'°7✓LE0.EDm*a THAT • RECORDING CERTIFICATE 7906209010 "II ADO✓RNOIV iYAC7AN0 OLEO. JT�Y�MAYAD, rp S.W/EO rNE�1Lr AS. 1 EXAM/✓EO AND APPRO✓LD THIS el' • /✓177Vf SS MY NANO��rC[A[SEAL NI LM+'/NO rut lilf r ALO✓L WRI►TEN. - r� FiUED fOR RECORD 71rIS2Q-LNYar__.Ivea .A0/9E9,4T.7!?'IM., IN aA��, Or noa a d._IH__Of SUR✓EY' ON H46i..ZSD_..AT THE REQUEST Or O!J.•�FA4 ,n7 , 7, \1 EKAM/NEO AL/0 APPROVED 7M! �ff���(/�,.cs tN2s /!I +Psi �-�^'�� /1'fNNETN✓.OYLER?wormCITYt RENTAtI �'.j [� K oy-� n NOTARY IVILIC A/ANO A74 MI �, LJJOR j[' - v-' - < STATE 0//✓Afr•' Tau 'Cl1Mt G Il tOM - /AMl1 $ rISI+ DI �C _ '.?, RISrO/NO AT j MANAGER : s'Pr.of RECOR03 • 7 ( m..v i .. a (v . c„, iF .- . DECLARATION OF RESTRICTIVE COVENANis f czt W r, 1-1 r,, c OD WHEREAS, Francis J. Briere and his wife, Marcelane S. Briere + , • CD 1;!p j04 + , CD I, lam— ' — `' ! '' are the owners of the following real property in the City of Renton , � ...A. 0 County of King, State of Washington, described as Exhibit 'A' o `fir.'.' attached hereto. a. r- WHEREAS, the owner(s) of said described property desire to impose the following restrictive covenants running with the land as '..'a`' to use, present and future, of the above described real property. I ( t tNOW, THEREFORE, the aforesaid owners} hereby establish , grant and impose restrictions and covenants running with the land hereinabove described with respect to the use by the undersigned, A . their successors , heirs , and assigns as follows : Y t o 1 INSTALLATION OF OFF-SITE IMPROVEMENTS The owner(s) of the above described property, their suc- cessors , heirs and assigns , hereby agree and covenant to i 1. k4. ,.?; . participate in, sign a petition in support of, and accept #" any future Local Improvement District (LID) or city initia- ir . I ted proposal , and pay their fair share therefore, for the purposes of providing the necessary off-site improvements A. required by the Renton Subdivision Ordinance. Said improve- i 5-'>; . ments shall include but may not be limited to the installa- ; 1 t .: F tion of curbs , gutters , sidewalks , street' paving, sanitary , i sewers , storm sewers , undergrounding of utilities , ?ride I s : street lighting. ' i. t = These covenants are imposed in lieu of Section 9-1105(6) i s of Title IX of Ordinance #1628 of the City .. 1 /A 250 GE t. 1 • ,. E SURVEY VOL_._LI—.P _Y, eeco,eD/n/G No. 79062090/0 I '' DURATION r t t These covenants shall run with the land and expire on `iC* ! December 31, 2025. If at any time improvements are 1 g • 2"._� ; installed pursuant to these covenants, the portion of 1 op 1 co ': the covenants pertaining to the specific installed improve- C 0 ments as required by the Ordinances of the City of Renton CD CD shall terminate without necessity of further documentation. � a' ~ Any violation or breach of these restrictive covenants may be T enforced by proper legal procedures in the Superior Court of King 1, County by either the City of Renton or any property owners adjoining subject property who are adversely affected by said breach. , i Fra ncis J. 4iere lane S. 'Brilerfelf-e . 1 - '' r--1 STATE OF WASHINGTON) yy.... COUNTY OF KING ) x' On this `y.k day of p,?�.k , 19 `f`i , before me • p� personally appeared <<a„c,% �. `dr,e,� , i.h� <kr<<,-\r.,c s " s.,0,. , Ar I l': r, k r. FL !} the person(s) who executed the within and foregoing instrument, and acknowledged said instrument to be the free and voluntary act and deed of said person(s) for the uses aril purposes therein mentioned. ' IN WITNESS WHEREOF, I have hereunto set my hand and affixed my official seal the day and year first above written. 11 1 is �Ut ,1,t ` N • ,\tJ4 ' Notary Public in and r^• theState of Washington► re. .. _ • �-,.k ti, ,TILED for Record at Request • • c, ; I I • CITY OF RENTON OG TEMPORARY WATER SERVICE AGREEMENT • o DATE 6/25/7: 03 I, We FRANCIS & MARCELANE ERIERE, HUSBAND & WIFE owner(s) of o 70a. SIT o Address -i 00 °WALL AVE. i* G, RENTON, WASHINGTON Tap # o legally described as follows: r- IN THE NE I/4 OF THE SW I/4 SECTION 3, TOWNSHIP 23 NORTH RANGE 5 EAST W.H. RENTON, KING COUNTY WASHINGTON s,_rlb 1 ct s i �R4� �r I<v Skoy n 41-. a. AS 12- �a- n Ft`k � oCo zv 10 Q� an � 1 for and in consideration of the Renton Water Department granting a permit to connect a temporary water service and/or main in DUVALL AVE, N.E. RENTON for the above property hereby agree that no protests can be made by above parties , or heirs and assigns, against.the construction of, or assessment for a permanent watermain which will necessarily be constructed in the street to serve this property. This agreement shall be a covenant running with the land and shall be binding upon all parties and their heirs and assigns until the permanent watermain to serve the above described property has been constructed and the assessment roll or cost per property therefore certified to the City Treasurer for collection, or payment. IN WITNESS WHEREOF I have hereunto set my hand and seal the day and year first above written. • (SEAL) STATE OF WASHINGTON) )ss COUNTY OF KING ) I, JAMES W. DALPAY a Notary Public in and for the State of Washington, residing at RENTON , do hereby certify that on this 25th day of JUNE , 19 79 , personally appeared before me FRANCIS & MARCELANE BRIERE, hwf• to me known to be the individual(s) described herein and who executed the within instrument and acknowledged that THEY signed and sAaled the same as THEIR free and voluntary act and deed for the uses and purposes therein mentioned. =, ' !< WITNESS my han official seal the day and year in this certificate first above = written. r r _— No •ry b c i a f,]�t�e • Washington, residing t�!! RE!:TON • • • • t Y^ , -- t '• om`. ° §7' EASEMENT FOR UNDERGROUND ELECTRIC SYSTEM �.' PUliET r' ;....,, . POWER t: ,t, .1(' FRANCIS J. BRIERE and MARCELANE S. BRIERE, husband and wife, J ("Grantor" herein), grants,conveys and warrants to PUGET SOUND POWER& LIGHT COMPANY, a Washington cor- po ratioI. n ("Grantee" herein),for the purposes hereinafter set forth a perpetual easement under,across and over the fol- , c lowing described real property (the"Property"herein) King County.Washington. t :. It > That portion of Tract 2 of the Joseph P. Marshall Tracts, according to plat t '" thereof recorded in Volume 38 of Plats, page 30, records of King County, . Q� Washington, described as follows: O Beginning at the northwest corner of said Tract 2; thence S 4°59'22" W along t_IV4 ' -,��. CDthe west line of said tract a distance of 147.99 feet; thence S 87°35'17" E pp parallel with the north line of said tract a distance of 126.70 feet to the .. O. true point of beginning; thence continuing S 87°35'17" E a distance of 110.00 E 6, feet; thence N 2°24'21" E a distance of 147.84 feet; thence N 87°35'19" W Q% 110.00 feet; thence S 2°24'21" W 147.84 feet to the true point of beginning; ;• ,/ f1 Also known as tt�1 of Fran Briere Short Plat No. 307-79 and recorded under King County File7Mo. 7906201088, as located in the Northeast 1/4 of the '•.„ ,.�:` Southwest 1/4 of Section 3, Township 23 North, Range 5 East, W.M. �':: Except aK may/he•WNerwtse set forth herein Grantee's rights shall be exercised upon that portion of the Property(the"Right- 0 �}� i;v;F„Q of Way"1!hereittl',d 5' as follows: t'r t,7 A Rightof-Way S feet in width having r�af-a+ch.a ddthwrwach-sidaai•a°°�°''- t` ,j{,-. ' line-'described ai follows! .., - ; The outh 5 feet of the west 5 feet of the above described (�� 5: _>.-;;, property. - ;+: i ,ti;g Co. Records Division •JK fi t }, t511 _. ,Deputy �° Grantee shall have theright to construct.operate,maintain,re replace and enlarge an underground electric • .; - 1 Purpose. P� "r. ` transmission and/or distribution system upon and under the Right-of-Way together with all necessary or convenient ap- . ~� t purtenances therefor.which may indude but are not limited to the following.underground conduits,cables,communication $ •' lines:vaults.manholes,switches,and transformers:and semi-buried or ground mounted facilities.Following the initial con- f .. + struction of its facilities,Grantee may from time to time construct such additional facilities as it may require. /.., . >:o _ A Grantee shall have the right of access to the Right-of-Way over and a sass the Property to enable Grantee to exec- e =� '4 die its rights hereunder.provided,that Grantee shall compensate Grantor for any damage to the Property caused by the exer- �""ht- '" d- txe se of said right of ess. l '�!�'''`• � 3. Obstructions;Landscaping.Grantee may from time to time remove trees,bushes,or other obstructions within the Right- of-Way. ` of-Way and may level and grade the Right-of-Way to the extent reasonably necessary to carry out the purposes set forth in ii;;.'• •' paragraph 1 hereof,provided,that following any such work Grantee shall,to the extent reasonably practicable,restore the Right-of-Way to the condition it was immediately prior to such work.Following the installation of Grantee's underground ' facilities,Grantor may undertake any ordinary improvements to the landscaping of the Right-of-Way.provided that no trees or b ' other plants shall be placed thereon which would be unreasonably expensive or impractical for Grantee to remove and hs •• restore. if-Qs �: 4. Grantor's Use of Right-of-Way.Grantor reserves the right to use the Right-of-Way for any purpose not inconsistent with : :: the rights herein granted,provided:that Grantor shall not construct or maintain any building or other structure on the Right- of-Way• which would interfere with the exercise of the rights herein granted:that no digging.tunneling or other form of con- • atruction activity shall be done on the Property which would disturb the compaction or unearth Grantee's facilities on the ' Right-of-Way,or endanger the lateral support to said facilities:and that no blasting shall be done within 15 feet of the Right-of- • • ::' Way. ',-: 5. Indemnity,Ry accepting and recording this easement.Grantee agrees to indemnify and hold harm',ss Grantor from any and all claims for injuries and/Jr damages suffered by any person which may be caused by the Gra^'c ise of the rights herein granted; provided that Grantee shall not be responsible to Grantor for any injuries am,...h . to any person • caused by ads or omissions of Grantor. • ' S. Abandonment-The rights herein granted shall continue until such time as Grantee ceases to use the Right-of-Way for a period of five(5)successive years.in which event this easement shall terminate and all rights hereunder shall revert to Gran- i tor,provided that no abandonment shall be deemed to have occurred by reason of Grantee's failure to initially install its ) facilities on the Right-of-Way within any period of time from the .late hereof. i . 7. Successors and Assigns.The rights and obligatior-s of the parties shall inure to the benefit of and be binding upon their 'i''.. respective successors and asst, . 'f • R-1140 FILED FOR REQDP,D AT REQUEST OF: t 035684 PUGET POWER KH/44 REAL ESTATE DIVISION //ai71.79 PUGET POWER BLDG. A. i _. .• r : DATED thin 3o day of __7. J,/L .19 79 _ -:;,`. i Ott • ..- re { t;'; 1004 ••!`� a �Z,r�t1aa(7-4--S73.44: MarceZan rirs t ^1'1a/t(?N00� o L.h``'t1 01 11 call ? (= TATE OF WASHINGTON ) SS r. �COUNIY OF King ) On thin day personafy appeared before me Francis J. and Marcelane S. Briere 'r to me(mown to be the individuals described in and who executed the within and foregoing instrument.and acknowledged that f they signed the same as their free and voluntary act and deed for the uses and purposes therein mentioned. t GIVEN under my hand and official seal this 'SO day of,'1.i. `, ' 4 /(2,,./..,,,?/,�t Crr: 19 �� ray Notary Public in and ff State of Washington.. '� I •S residing at (�f��d� �� ;w~ - V STATE OF WASHINGTON ) 's< +i' '%` A' COUNTY OF . i :‘ On this day personally appeared before me i2,:.• .Q - to me known to be the individual—described in and who executed the within and foregoing a tyro' teed thin signed the same as free and voluntary act and deed for the uses and 4hel+etn mentioned. GIVEN under my hand and official seal this day of .19 • e if_• Notary Public in and for the State of Washington. Y•,; • residing at STATE OF WASHINGTON ) r � #' • 't• COUNTY OF )5 ``,;.is• is• personally appearedbefore me y. r,.. On this day pe Y •..7'. :•.i4 ' to me known to be the individual_described in and who executed the within and foregoing instrument.and acknowledged that IF :`' .'`'• xe . signed the same as free and voluntary act and deed for the uses and purposes therein mentioned. p•......• - -•• ,...,. GIVEN under my hand and official seal:his day of .19k.„,., , ,........._ __, .:' _ r— Notary Public in and for the State of Washington. --" CI residing at ct: • : a ... .' . :' t+ STATE OF WASHINGTON ) o SS CORPORATE ACKNOWLEDGMENT' 1,-, A COUNTY OF ) 0On this day of 19 before me.thv undersigned.personally appeared O and : . ' to •me,known to be •ie and .respectively.of the corporation that executed the foregoing instrument. •u'i art.n wledged the said instrument to be the free and voluntary act and deed of said corporation.for the uses and purposes therein °� authorized to execute the said instrument and that the • men and oath stated that vaffixed seal affixed is thea corporate seal of said corporation. Witness my hand and official seal hereto affixed the day and year first above written. Notary Public in and for the State of Washington. • residing at rt 4 ' l ******************************************************. , ******** City of Renton WA Reprinted: 09/20/99 15 : 14 Receipt **************************************************************** Receipt Number: R9904687 Amount : 2, 512 . 87 09/20/99 15 : 14 Payment Method: CHECK Notation: 6504BRIERE Init: CRP project #: LUA99-131 Type: LUA Land Use Actions Parcel No: 516970-0015 Site Address: 1944 DUVALL AV NE Total Fees : 2 , 512 . 87 This Payment 2, 512 . 87 Total ALL Pmts : 2 , 512 . 87 Balance: . 00 **************************************************************** Account Code Description Amount 000 . 345 . 81. 00 . 0007 Environmental Review 500 . 00 000 . 345 . 81. 00 . 0008 Prelim/Tentative Plat 2 , 000 . 00 000 . 05 . 519 . 90 .42 . 1 Postage 12 . 87 - NE 25t1• •Pl.l I ► I► ��6 h C,t% • E - hRCt-1 E 4t - NE 24th St! I l SE int. R—J'E101stSt. II! RPl+.ErI3 ftI Il 34-8 mrs . 1114. is -: 9 i . 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'. -tr-f .1-:!: 22N RAE k ,!p 2 N I'SE - y7 -'SE •_•� jE 2 T22N R5E KROLL (PI Publicly Owned nResource Conservation I CC Convenience Commercial P A G E# 1-1 Residential du/ac 5 CN Center Neighborhood ----- Renton City Limits R-S Residential du/ac Center Suburban - Adjacent City Limits R-8 I Residential 8 du/ac I CD Center Downtown 1 ^^ 1 (Grey Text) Prezones SECT/TOWN/RANGE �w•�, I RMH I Residential Manufactured Homes I CUR J Center Office Residential •��� Automall District A IR-10 Residential 10 du/ac I CA Commercial Arterial I•:•;•;I Automall District D IR-Is I Residential IA du/ac I.CA Commercial Arterial Automall PAGE ) I RM-1 I Residential Multi-Family Infill I� Commercial Office a ." IRM-NI Residential Multi-Family Neighborhood Center I� Industrial - Heavy INDEX 0 z IRM-C I Residential Multi-Family Suburban Center I IM Industrial - Medium 1 IRM-ill Residential Multi-Family Urban Center I IL I Industrial - Light l P-I I Public Use w+Y r "•'CVtL' Ni-, • . • •9,:.1,.i..A,•:i'l 1,.E1 i , t 2 liA iLicii,L.111.111;1.,•,, FOR NE 1/4, SW 1/4, SEC. 3, TWP 23 N. ROE 5 E., N.M. • • a . -F-..WW;,-..!.;:. :•••-••14 811 2.1 1r,,,••.--- .. I ,. ...[..6 ...VI N, ...., fr.cgo[. :g 4a•"::r- 5 .6.; , —__:_ ' .---1..-1-4-ef-j:::;,--i,6-E-C-_.',.--f •4 1.Ka,(SOY‘P•11, 4'lk Pk a,00.••,••• - - re ....„ iris! PNIVA It ROAD ,,,,11.7 L....GE -*-------I i'—114•-17.--1:'1-.2-1:r-..-.=-..:r--.1.,,,,:,.--T_.i.__,..ri-F,_::,-;,...._7_11.1'77_,-,.. \‘',._-, ''-,....,.,,, , Illri ': I la II 4, II la I ' 1 CP /, l'I I "II.'" I' : i: \I. I ,--LL.I.-;---;- •-• '4" ,•••••[1,0-•,55 , ri':0,.. r" _le5I-T-- -1. I 1 " ,I. 1.•:,43 12,04c oi i I, • • el, .1' . .• ,i ,-------.7'.7.:+7-i- lr P. scowia S ' -i •;•° -- ----•'----"-'. ;-'1/.‘.• ; I . "'"'' ."'w'--... "•,„‘ / 1 ,..,•.a._- ___I:L_-•-- IL----- ,.' .. '..- 6 rcT„-,,,=,--',.:,..,, :. . , 1 . : ,-`__Itii.i-.-....--;.:;,..i...i;.-. ...,.__,,-.-,a,-,....t.Q..........-:._____ . '7 ' '••1:',..X ! L_ \ -,,,,- r. .' ., ,.,. ............................r. ......_mni,_0,,40.1,,,i __7__,-___:_-__74_-_,t-zi,, 1 E ,. ,,_ mi., •. - --- .. \4,.,i,.-, .., ....?,___- _, tr.,,\ \: , \ . , ,, ,'I:ill.' IS.STORY DRAINAGE r..a ,e'r" ''."'''1".29 .'2112.11,....--- - .. - 1- 1' ‘1-'--.--- •''‘i /its -1 N -- i ) I -• CUT FOR,•WALE -•' OW fil•••174••• ,/ I., • ,7 lit! -I !,l'F..a17.4:- ili 2 a\ \ ME •Ml ••••I • •••• ;Ai Ilj g .i I I i--1-- 'I I I 1 11, ."-----r \----•.--,:_._..__r---LI• 1,s, 1--7_-__________, ./ ElOyia•,,,,,:atosr..Afm,,,,t CRAPLIC SCALE • '',4 . _r.... ' :& I I ii: I I il i ; s.,5 I.1• Ill' Li 8 lad' i . 4" I $ rr''''' :1: .......l.1 I $ I i ,..I\ < I I : ',' I I I•II'4" . '.. , ....L _ i I 1 m7,,. r----_7:-_-.--.,--... 1 :, i-,-I 1111,_, ' I I I A 1 . 1 6 , 1 I . 1 I -I II, -•I i, a . c. r 3,_? , --4 . .- , L ' 1 .Ili' ; II J 7 'AI.' 'Z.:I.,. 1 `;. 4 ttiii,/ ..I gi.f :1 , , \ Neiurts-w2sa • s _ L-- .--'"'"..j' - ' ,nowt 0 I \ IL 32'!.I• ; (4.7 . */I.tali,FIF,F0) ,' I;I ',-.,.-1; I>-2,901 , • -.';' ', VI ,I ....,A __ a.(11 \ /1 • '-, ..., ...„.•;6• ,,-10` . , •I I ' I' • 1 , ,„;.7. , , 1 , \ Y .1".'4`,:.•T,4,,_ . . Ill a. W r t I ,4,":,i71.,1,,•••,. It' • 1 -I.' ',•••• 3/ ' 2\..\ „CC I!i •,7, ' '—..: -''' --f,111/- ii',1:,;,-,-;:?,,;•.i f Li...:,... _Iii ,,,, • --,'0 , . 4 '4, / , .1!.1,I---1,-1, ._____.___:/.:-1; ,• \ -1Z......',..''..• ne I/r 11.1* \‘,..,<,'1.11: Hfri,, --",-.:., - - -,-, ..,, :71,...,0.Tr-6. / i • 5 ,,, 5.411.,!MN•••1.01.1" POI f.•11,a*WIN V•411 -I' 7:4..,}VV=0 03 t . .MO,roo mow-MID rt.---,I _., ,, ,7„,,,,,*___e__-----„__--ir ' ..,/ 1:3"" ....-- .--- • . • , . LECON2 03 f i• — .L. 1 . —i-11 i--_____ ,, • t.E,T,',7„,,"`""" -----•,--'' I :,",t'r:•::::'gf, I:,j'.:' /\ 1 1 basnms ROADWAY r••.g;;%V;5-.----- , ._. ..,1,,. ,_._...—•_-,o if.w4 ''''..-Ir.w.-: ...". ,./ill . 7, \ 444711-414- ,_ --------16..-=77-',,-- .'4=-=''''.4'"--'-." ..=--""'-r.----,-----,1'II' *1 •)'', •1 1 ,..,, . •; -„, misiza=i PROPOSED PDAD.AT 90-43/ \ I __......__ — 7-— . . =-1:E 7.---_-_ --/-.-------il Iii-- ./if' , i• X mu. I ,t- .1.•UP.r.Ca. i t.••_.,.-• • I PROPOSED 9DERAIR PROJECT NO. , . /.--- ,... .r7__ ,..i „______ .:- .._.,...-i-fJ__—_--•_.i.L .., •-\, I._r____j; ....,... ' w •,:II%: ,.1:;'4,.•`, ',..1 _ `', I.• - 7 JCLIC , ::-"' $ g .• \.... . .„../XP -•• t PROP.ITE W/GAM VAL IC ORM.•Y I I , ' : .,.. II • ''',...:,..:17-......%. \ : .., ••' ,. • PROPOSED EIRE NlEPART 00-OHL0 \ 1-: - ',l•s,, .1 PROPOSED 11•25 80,10 ISSUE D•Te 1 . I , • I' * I 4\ PFIX'05(0 SAWN"'SEWA •• ••=1.4:7;'"Wi•ft --... * . \\ I \ OF rttl, w --ip_.____pPOPOSED 5...VARY SEvER SmEur REVISiON hi 1 1 II .., , 1 , ,,,1---, •. \ s•-, ;: rJ-1.,.,;n: i ,:,MO Ma/NW NM FLOW ARROW PROPOSED STOW ANEW --...---PROPOSED SM.SENER CI (TYPE 0 try n.ar umotr 90•3•CD.OVIO 4 €ii) \ wow •AI ‘, ion.... ' --\.-- —',-----7_-.Cit. '',.; I,I •.\ PROPOSED STORW EASIIENT -r) , I ---1- 7-- ' ' -rg',w• w o PROPOSED ucHr POLE D ""A /7(rtrrirtn"' . 1 ' I ----, CIVIL ENGINEERING AND , PACIFIC ENGINEERING DESIGN INC. : • ', PLANNING CONSULTANTS n Irpoliikro'11 Hi 11-1-4' qq- 131 (y ) BRIERE CREEK Renton, Washington Level II Drainage Analysis 0m711 Prepared For: Briere Enterprises DEVELOPMENT PUANIING Crpt of RENTON SEP 9 n 1999 Prepared By: RECENN,NED Pacific Engineering Design, Inc. September 3, 1999 PEDI Job No. 99043 TECHNICAL INFORMATION REPORT BRIERE CREEK RENTON, WASHINGTON September 3, 1999 PREPARED FOR BRIERE ENTERPRISES 1944 Duvall Avenue NE Renton, WA 98059 (425) 228-7170 PREPARED BY PACIFIC ENGINEERING DESIGN, INC. 4800 S. 188TH STREET, SUITE 360 SEATTLE, WASHINGTON 98188 (206) 431-7970 te It r• t k f:ir 11, • : .,• � A., s �,SIO11,k1, * �1��tm EPVIES 4�/.C7•,�.,.�f 1CJJ TABLE OF CONTENTS I. Project Narrative II. Drainage Report III. Level II Off-Site Analysis IV. Briere Plat Supplemental Report I. Project Narrative II. Drainage Report III. Level II Off-Site Analysis I. PROJECT NARRATIVE Project Narrative—Briere Creek Preliminary Plat The Briere Creek Preliminary Plat is located on a parcel of land encompassing 3.68± acres of land approximately 300 feet north of the intersection of NE 18th St. and Duvall Ave NE on the east side of Duvall, directely across from the entrance to the May Creek Highlands development. The Brieres live in the existing residence located on proposed lot 1, and run their construction business from the existing residence located on proposed lot 18. Also located on the site is a large workshop, detached garage and storage shed. Numerous items from the Briers construction business are stored about the site. The site is zoned Residential - 8 Dwelling units per acre (R-8). The surrounding properties consist of single family to the north, the Plat of Summerwind to the east, a vacant lot to the south and single family homes on large lots to the west(May Creek Highlands). The vacant lot to the south is being developed by Williams brother Gerald Briere. The project is known as Briere Plat (City of Renton Permit No. C990249). At the writing of this narrative, construction drawings are being completed by Pacific Engineering Design, Inc. It is anticipated that approval will be granted by the City in September 1999. The site is mostly open in the front 1/3 and back 1/3 with a band of many small to medium size trees located in the middle 1/3. The site slopes off into a green belt tract on the east that also serves to convey storm runoff from a Summerwind division to the northeast to a regional detention pond to the southeast. The east property line is covered with thick brush and scattered small to medium size trees. The parcel slopes gently to the north and east and the present drainage pattern consists of sheet flow. Soils on site have been classified by the Soil Conservation Service as Alderwood Series (AgC) slopes of 0- 5% and Hydrologic Group C. A majority of the existing trees on site will be removed in preparation for construction of the plat infrastructure. The proposal is to subdivide the parcel through the platting process into 18 single-family residential lots with a public street and utilities serving each of the new lots. Building '.;.fight ..iii 1- -.,,.., 1 f structure. Offsite improvements will consist of dedicating 12' of property along Duvall Ave NE for roadway widening and installation of new curbs, gutters and sidewalks. Utility lines consisting of franchised utilities (power, gas, telephone and cable T.V.), along with sanitary sewer, water mains and storm drainage will also be extended as necessary to serve this development. The estimated plat construction cost is $400,000 and the estimated fair market value of the 18 finished lots is $1,080,000. These numbers are only estimates at this time and are subject to revision. Due to the nature of the site the installation of the road and utility infrastructure will involve minimal excavation and embankments. At this time it is estimated the quantity of material in fills or excavation will be less than 1000 c.y. Additional yard fills may be needed when homes are constructed on each lot; however, the actual building plans have not been finalized so the amount of yard fill, if any, cannot be assessed. This will be a part of the building permit submitted at a later date. The portion of the site containing the public road and utilities will be dedicated to the City of Renton through the platting process, as public property. Utility lines across lots/private property will be within easements. II. DRAINAGE REPORT �rie✓� Cree �' 990�3 PACIFIC ENGINEERING DESIGN INC. JOB N CIVIL ENGINEERING AND PLANNING CONSULTANTS SHEET NO. //��//��/�jJ�/y OF 9 CALCULATED BY /�"[, e!� DATE l/ - 99 .. ;g .57. ��'e a�d 18.-/��e Cr, �.i�) i; ll ¢3. 4- 46A/6 +- a....__..... ..... ... ...-f- ,3.0.. x ? _ 9 x /4- - ,40 x 3 z g x 6-7 $6g"2 = o,/99 /1�_ Z. Qrb' ap /2 x Z7 x 57 _.. ...._.......... ..... . )( 2 ...... 2S X 7 t/957< /3 - -' fix: ►. -7'- ? X 3 :. , - 747X ¢ X¢ - - - 253( /,5" l4oO - 1564- 1210 557) -f- /Ol5 -f /30 �' .. _. 37 2 = .-}- _ .E , 9 :. . .._. ._....., 8, Prv/eiis 3, 26 — , /99. o- 36,6..... C/✓= s (;4044,4,/i ps 4-e) P1o ; 29S ci 3,95 �nnn C CIC7T1_1 c"'T r r-ATT? r \rt/Ar^ .nninTrnl nC7nnr )fn/A-a'1 -7M7n rnuiil"7I �n-�r Brie✓e Creel(' 990 9-3 C PACIFIC ENGINEERING DESIGN INC. - JOB " CIVIL ENGINEERING AND PLANNING CONSULTANTS SHEET NO. OF ' 0 CALCULATED BY DATE / J� d m' a ' e �17 Covl7��1 a eet �&vg Ce ar • hdh f3�re.-� CreeL-- /9 ✓v�� do /ved 5' -s Z6 Z- 7) a----3 / N AaKseS aHd 49'eX Z2 4- 25s 43 -F 4 x i/a6ay �- 2 7x /I .F- t A l� -l- •¢D x 3 z. -I- .S &S D, /06, , Nei i/ x's 4�� ! '1� /,�y 2) — //O X J60d %v /- /02 _ • g e PCrV/vqS 3, 76 /. /OZ --0, /D& .613 = 4949 , C N —fib PACIFIC ENGINEERING DESIGN INC. - JOB ,gri&re Cv(ek M 9901'3 CIVIL ENGINEERING AND PLANNING CONSULTANTS SHEET NO. /f) �/� OF �/J� CALCULATED BY • Q/ -Y& �/,1 DATE I/D _7/ _L ,��yy e r•_ . 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COar 1--- 1, a ■ � 1�� r .:.. au ,,, ,,,,...... . ....‘ . vo, / ] . G: f 1 i.‘4.i 0 • #4.1 )4( ,4P 2.110 . •I\ • /.5, __-- I , . 4 . .. 3 . 1104111111. . - , , ., ,It 1. III-.1 V':' vor 6 4\A) . \.--- a .. ,,,,,A \ odp."..\\\ . - i ( .,.,. .. a ii, ,.of ,------:'.,•. ,„,,, ...:-.,- (11• .440.... . k.\\Nits' ilettAt)„\ 1., •,.. ,...., • N.- . jm•71* at ,tek• 1711 Nil I, IA* - ) :." ...1 1"•• It -- '''''.- y'r, LP iMilit4.-- A., A:‘, IttS so>/ .442-::'''' i , p.m is ir #v ., ,.., .- A tOX•rviti \ iip \,,,. 1 . a3 ,131.m. ,91--,.;;:;-_-.t. ,..4.,, 4 rallv% .- : , . &.- , , . .. , - _ .1 1 ----I „hr. • • ...... ....: ..:/0,, ,..... • �I �� r- . ..e . ',i 1 t, �i1 -•... ` Wit" 1 all ..... 0112Pr ,..,'.1 ..''''210111-001) ; ';' .-',.>-• ell 1,4,11 IP . • i ' 2US''',00'.) ,,.... 0.),.."-- , ( . IV ilis------__,/ . ( . ....,. ,..0 I 2. ,... ) • .ver; „.___. ________) � � =E ! r \`i III. LEVEL II OFF-SITE ANALYSIS = P = 3peve CoeJ( ACIFIC ENGINEERING DESIGN INC. CIVIL ENGINEERING AND PLANNING CONSULTANTS SHEET NO. OF CALCULATED BY DATE ow s `� O7,hv & di4EQ/y5/..5 . I 17Ze. £.eve/ w d#''a R��f• s/s Wo s4:00 ! . / . . Or'e ie ....P4? ..1 ' c 4 .;i/ d 1. >11)/i by f ea/e ow 1 M.e api e/ 6-011/ /�? - 4 .... • .... ...... : _.. ` J- . ......... 7 U ./d [ Je /VE w s Lf e ,�> a ..-� e • J.w ........ .......... cid S.41 e,, k e exis / / -pi 45f1 a SO Q4107 /h -M6 $'o '... c ... ..c ......... D 4- c L'. ... (/h...J / WV‘01 p • :02V--' e 4,ttevie,/, e ;;,p4 V-ici chip+ die ,!p:/ Qs w��!r C"`4t`/....;.. �U 1.►' JY G//.tLituv. Li �D.�'YI !4./ . fr1/4,1 oK ,,79 a.f3 :: a en v jive (7 /(Di-)iv pPk _ ice/ rd p/04- Q5 le•- Aha . 5/h :.... t�✓'�1'G s tr a pid 4v194/1 ...._ C+eeel+ j L4J. ce � Q�S .0 ar,04 o�c )4 /1h ;:�_ J 4Rnn 1 RRTH RT RI IITF \NARHINf Tf1N RR1 RR Rf1R/47R1.-7f17(-1 FL\X/4R1-7c17r PACIFIC ENGINEERING DESIGN INC. ="4 " erieve Cre&A' I,P/47 CIVIL ENGINEERING AND PLANNING CONSULTANTS SHEET NO. OF CALCULATED BY DATE - ' teel)e l l aw �S ,Of4,tiy 4 4/S Colit c: is-y y .low toys F,-Pki-, 4/a ;'.14 bi .vim Q q Kelc s ' ' ;11.0wil, 'h c poly' /Pt g 4es4.7 1.5 ofove 4 kpoa Q - W6 -rn ow. 2ve....// pi-i4e ioutfi,Gliity44 clot +r P 4 k I 5/1/AA/y ' 2/frztegt<e. lu : , . tA,,, / i plc' 474) 11 4 : , . , . . , . (Pia?) 130e e P 4 '( // 444eu e/a t,en t —. G f S _.. cue 6,411,', ; 4 t.lobe . aiii0.. ."'." er13yr✓ Cbte l- 194 5. 2-2, r hie.) : , . 40,06 - gpsc i<<,� c Ode e� i 54 . 4 7 Pl-Citiu� 2 ��tiP) } Of - 5,erw,ild Agl1t( ,/run , s9 Ju 1 i G[_Ye.... ".) . ''' ''' i ' : : ''. : 77;71a /i. ‘40 6 t--- - A 0..3o 4 7 e i- I a ... dowpoVo.frn y � %lo C ova l T: /.±4 e 2 Le is low kid,/ Ck"d P he.0 Oiveiiiev &/ev. ot . (4-1 /2-98' cf,-1- /.-he 4 /4 ley'-. ; 111 e..1 . .. I • i5 .���� 1 l!!es raH ' e 0 ociP t 5se'ef'.__. ie _ ..5 e. ;. C41c41495a4e-s : /44601.e,,z1-44i- ,;14 e 1 nifeL 4i4A1rnc,t : ce _ 'A 39 cee?' ... .0H mix,Y,, .t, ve/o ct ' l04 ,'9'7 t s 7`kS /S /Il-lrlrl r, 1 r+C,TI I r•-7- r`1 IITr '-1l-`r1 ^!-'/1 rrl f- 1n,/\I I !IN I r'rI INI r1 C?n r-')f, nrlf-1,/1^ 8/10/99 4 :40 : 26 pm Pacific Engineering Design Inc page 1 BRIERE CREEK PLAT ADDITIONS TO LEVEL II DOWNSTREAM ANALYSIS - JOB NO. 99043 BASIN SUMMARY BASIN ID: BRIERE NAME : OFF-SITE 100-YR. DEV. FLOW SBUH METHODOLOGY TOTAL AREA • 2 . 28 Acres BASEFLOWS : 0 . 00 cfs RAINFALL TYPE KC24HR PERV IMP PRECIPITATION • 3 . 95 inches AREA. . : 1 . 18 Acres 1 . 10 Acres TIME INTERVAL 10 . 00 min CN • 86 . 00 98 . 00 TC 5 . 00 min 5 . 00 min ABSTRACTION COEFF: 0 . 20 PEAK RATE : 1 . 95 cfs VOL: 0 . 59 Ac-ft TIME: 470 min BASIN ID : DEV100 NAME: 100-YR. DEVELOPED - SITE SBUH METHODOLOGY TOTAL AREA • 3 . 76 Acres BASEFLOWS : 0 . 00 cfs RAINFALL TYPE KC24HR PERV IMP PRECIPITATION • 3 . 95 inches AREA. . : 1 . 95 Acres 1 . 81 Acres TIME INTERVAL 10 . 00 min CN • 86 . 00 98 . 00 TC 5 . 00 min 5 . 00 min ABSTRACTION COEFF : 0 . 20 PEAK RATE : 3 . 22 cfs VOL: 0 . 97 Ac-ft TIME : 470 min BASIN ID: OFF-100 NAME: OFF-SITE 100-YR. EX. TO CULV. SBUH METHODOLOGY TOTAL AREA • 3 . 77 Acres BASEFLOWS : 0 . 00 cfs RAINFALL TYPE KC24HR PERV IMP PRECIPITATION • 3 . 95 inches AREA. . : 3 . 53 Acres 0 . 24 Acres TIME INTERVAL 10 . 00 min CN • 85 . 00 98 . 00 TC • 37 . 01 min 37 . 01 min ABSTRACTION COEFF: 0 . 20 TcReach - Sheet L: 300 . 00 ns : 0 . 1500 p2yr: 2 . 10 s : 0 . 0164 TcReach - Shallow L: 200 . 00 ks : 11 . 00 s : 0 . 0180 TcReach - Channel L: 410 . 00 kc : 20 . 00 s : 0 . 0113 PEAK RATE : 1 . 54 cfs VOL: 0 . 78 Ac-ft TIME : 480 min BASIN ID: SUMMER NAME: 100-YR. DEV. FLOW - SUMMERWIND SBUH METHODOLOGY TOTAL AREA • 4 . 69 Acres BASEFLOWS : 0 . 00 cfs RAINFALL TYPE KC24HR PERV IMP PRECIPITATION • 3 . 95 inches AREA. . : 2 . 58 Acres 2 . 11 Acres TIME INTERVAL 10 . 00 min CN • 86 . 00 98 . 00 TC • 10 . 00 min 10 . 00 min ABSTRACTION COEFF: 0 . 20 PEAK RATE : 3 . 59 cfs VOL: 1 . 19 Ac-ft TIME : 480 min MAN-MADE CHANNELS VARIABLES LIST: Y - FLOW DEPTH B - CHANNEL BOTTOM WIDTH S - CHANNEL SLOPE Q - FLOWRATE M - CHANNEL SIDE SLOPE N - CHANNEL ROUGHNESS VARIABLE TO BE SOLVED (Y, Q, B,M, S OR N) ? Y Q (CFS) ? 10 . 30 RESULTS B (FT) ? 8 M (FT/FT) ? 3 Y= 0 . 39 FT S (FT/FT) ? . 014 A= 3 . 59 SF N (FT^1/6) ? . 030 P= 10 . 47 FT V= 2 . 87 FPS F= 0 . 86 SUB-CRITICAL FLOW <Shift> <Prt Sc> print <Return> repeat <Space Bar> back to menu FAA) / 1)61,047/1/Cadh,7 DraiiT 2 u Se STORMWATER MANAGEMENT MANUAL FOR THE PUGET SOUND BASIN Figure III-2.14 - Headwater Depth for Smooth Interior Pipe Culverts With Inlet Control 1 8 0 - 10,000 168 1= 8,000 EXAMPLE ( I ) (2) (3) -- 156 6,000 D.42 .ncn•. 13 5 I••t) - 6. ENTRANCE TYPE - Ia4 - 5,000 o•120cl, —_--_-- •— 6. - 5. SQUARE EDGE WITH 4,000 t w• el* - 6 - 5 HEADWALL r-- 132 r o feet - [- 3,000 - 4 - 111 2.5 8.8 5. - 120 - a. taww 2,000 121 2.1 7 a _[- - 1 t -- F 108 i (3) 2.2 7.7 4.--- ` 1 r ' 3. 1 r ,n leer '-- 3. .ww..wne r 36 i,000 - 3 PLAN (i) e00 GROOVE END WITH - ea Il - - HEADWALL 600 -- — 2. 500 -- 2. - t"A...,.,...a.... — 72 400 - o — 2. - 1 N \ I r x - - 300 �,w- _ - - I 1 —� z u) ' / N - 1.5 z - 60 u - 200 �/ --- -- - z / w - 1 5 - PLAN (2) - 54 - - GROOVE END o - 100 ,` o ` - PROJECTING Lsus -- 48 c3 - I I / a — x 1 - - U a x9/2; Lo 0 0 2 v - 60 a - 1.0 ,- ___. la. 01.0 1 ' - 50 HW ENTRANCE o z - 40 o SCALE;' TYPE ac - I.O - ' r 30 0/ Sawaee odd* wolf* 4 Q — 33 / headwall p - .9 -- - p - 20 /' 12) Groove end ..to W - 30 / 151 n.oa.oII oo•••no Droj•ctrn g x — .e — .8 8 — /' - ,1^^ , - 27 d = / e� 10 - 24 - e - - r_.7 - .7 7 �] 6 *o.$. •cal• (2) or7/pe / Co. r /lOVI (3) project _ 2) 5 horrtontou7 ro scale (r),tn., - .. 4 ems• stra.ght rncI�n•d I.n• through 0 an0 0 scale.,or 11tek) •,.•• 1. 42. 3 .11uurar•o. .6 6 2 Imo' - - 15 .5 1.0 -- 5 - 5 '- 12 III-2-34 FEBRUARY, 1992 CULVERTS RESULTS DIAMETER (IN) ? 18 HEADWATER (FT) FLOWRATE (CFS) LENGTH (FT) ? 71 411 . 90 OC 5 . 37 FRICTION COEFF (FT^1/6) ? . 013 412 . 40 OC 8 . 05 ENT+EXIT COEFF ? 1 . 5 412 . 90 OC 10 . 04 //a©%/0,.^ INLET CONTROL COEFF ? 0 . 62 413 . 40 OC 11 . 69 4/2,9g 413 . 90 OC 13 . 14 INV ELEV OUT (FT) ? 410 . 00 414 . 40 OC 14 . 45 INV ELEV IN (FT) ? 410 . 40 414 . 90 OC 15 . 64 TAILWATER ELEV (FT) ? 411 . 50 415 . 40 OC 16 . 75 ELEV INCREMENT (FT) ? 0 . 5 415 . 90 OC 17 . 80 416 . 40 OC 18 . 78 416 . 90 OC 19 . 71 417 . 40 OC 20 . 61 417 . 90 OC 21 . 46 418 . 40 OC 22 . 29 418 . 90 OC 23 . 08 419 . 40 OC 23 . 85 <Shift> <Prt Sc> print <Return> repeat <Space Bar> back to menu N(A) , 412, 9e 1-io.40 -. /, 22. 13 i. 6 Ari-/e4.- Cbfri41- / (126 ,1 i-iw Elw. _ = 4iz, '1 STORMWATER MANAGEMENT MANUAL FOR THE PUGET SOUND BASIN Table III-1.3 SCS Western Washington Runoff Curve Numbers (Published by SCS in 1982) Runoff curve numbers for selected agricultural, suburban and urban land use for Type 1A rainfall distribution, 24-hour storm duration. LAND USE DESCRIPTION CURVE NUMBERS BY HYDROLOGIC SOIL GROUP A B C D Cultivated land(1) : winter condition 86 91 94 95 Mountain open areas: low growing brush & grasslands 74 82 89 92 Meadow or pasture: 65 78 85 89 Wood or forest land: undisturbed 42 64 76`` 81 Wood or forest land: young second growth or brush 55 72 8S1 86 Orchard: with cover crop 81 88 92 94 Open spaces, lawns, parks, golf courses, cemeteries, landscaping. Good condition: grass cover on 75% of the 68 80 86 90 area Fair condition: grass cover. on 50-75% of 77 85 90 92 the area Gravel roads & parking lots: 76 85 89 91 Dirt roads & parking lots: 72 82 87 89 Impervious surfaces, pavement, roofs etc. 98 98 98 98 Open water bodies: lakes, wetlands, ponds etc. 100 100 100 100 Single family residential(2) : . Dwelling Unit/Gross Acre %Impervious(3) Separate curve number 1.0 DU/GA 15 shall be selected for 1.5 DU/GA 20 pervious & impervious 2.0 DU/GA 25 portions of the site 2.5 DU/GA 30 or basin 3.0 DU/GA 34 3.5 DU/GA 38 4.0 DU/GA 42 4.5 DU/GA 46 5.0 DU/GA 48 5.5 DU/GA 50 6.0 DU/GA 52 6.5 DU/GA 54 7.0 DU/GA 56 PUD's, condos, apartments, %impervious commercial businesses & must be industrial areas computed (1) For a more detailed description of agricultural land use curve numbers refer to National Engineering Handbook, Sec. 4, Hydrology, Chapter 9, August 1972. (2) Assumes roof and driveway runoff is directed into street/storm system. (3) The remaining pervious areas (lawn) are considered to be in good condition for these curve numbers. III-1-12 FEBRUARY, 1992 IV. BRIERE PLAT SUPPLEMENTAL REPORT LEVEL II DRAINAGE ANALYSIS BRIERE PLAT KING COUNTY, WASHINGTON December 18, 1998 PREPARED FOR J. BRIERE CONSTRUCTION 23205 SE 192ND STREET MAPLE VALLEY, WA 98038 (425) 432-7582 PREPARED BY PACIFIC ENGINEERING DESIGN, INC. 130 ANDOVER PARK EAST, SUITE 300 SEATTLE, WASHINGTON 98188 (206) 431-7970 R. "it* wasyFl. . Apik . 12701 O �� C/LTA ti�G\�� EXPIRES: SEPT. 5, 1999 TABLE OF CONTENTS I. PROJECT NARRATIVE II. DRAINAGE REPORT III. LEVEL II OFFSITE ANALYSIS EXISTING CONDITIONS DEVELOPED CONDITIONS IV. V. VI. VII. I. PROJECT NARRATIVE Project Narrative—Briere Preliminary Plat The Briere Preliminary Plat is located on a parcel of land encompassing 2.28± acres of land approximately 170 feet east of the NE 18th St./Duvall Ave NE intersection. The site is vacant except for an encroaching carport and two small sheds and is zoned Residential - 8 Dwelling units per acre (R-8). The surrounding properties consist of vacant property to the north, Plat of Summerwind to the east, Parkway Townhomes (condominiums) on the south and single family homes on large lots to the west. The site is mostly cleared with some small trees and brush adjacent to the exterior property lines on the south and east with the remainder of the site in pasture grasses. The parcel slopes gently to the north and east and the present drainage pattern consistsof sheet flow. Soils on site have been classified by the Soil Conservation Service as Alderwood Series (AgC) slopes of 0-5% and Hydrologic Group C. No trees removal is being proposed for construction of the plat infrastructure. , The proposal is to subdivide the parcel through the platting process into 12 single-family residential lots with a public street and utilities serving each of the new lots. Building height will be limited to two stories - 30' dwellings and 15' for detached accessory structure. Offsite improvements will consist of additional pavement, curbs, gutters, and sidewalks along the existing NE 18th St. from the parcel to the intersection of NE 18th St. with Duvall Ave NE. Utility lines consisting of franchised utilities (power, gas, telephone and cable T.V.), sanitary sewer, water mains and storm drainage will also be extended within the present NE 18th St. corridor to serve this development. In addition a drainage easement for the bioswale connecting the proposed vault outfall to the offsite drainage corridor in Summerwind is being proposed across offsite property to the north. The owner of this property has been consulted regarding this easement and has tentatively agreed to grant it. The estimated plat construction cost is $360,000 and the estimated fair market value of the 12 finished lots is $720,000. These numbers are only estimates at this time and are subject to revision. Due to the nature of the site the installation of the road and utility infrastructure will involve minimum excavation and embankments. At this time it is estimated the quality of material in fills or excavation will be less than 500 c.y. Additional yard fills may be needed when homes are constructed on each lot; however, the actual building plans have not been finalized so the amount of yard fill, if any, cannot be assessed. This will be a part of the building permit submitted at a later date. The portion of the site containing the public road and utilities will be dedicated to the City of Renton through the platting process, as public property. Utility lines across lots/private property will be within easements. II. DRAINAGE REPORT DRAINAGE REPORT The site is comprised of 2.28 acres of land near Duvall Avenue NE and NE 18th Street in Renton, Washington. Except for two sheds and an encroaching carport, the site is vacant with some scattered trees and brush. The projects consists of off-site utility and roadway improvements to NE 18th Street and construction of onsite plat improvements which include sanitary sewer, storm drainage, water facilities, street pavement, street lighting, detention vault and a water quality biofiltration swale. After construction of roads and utilities the parcel will be subdivided in 12 lots. Drainage flows are generally directed towards the northeast into an existing off-site drainage course flowing southerly into Tract "A" of the Summerwind Div. 4 Plat. The open drainage course discharges into a piped conveyance system flowing south under Field Avenue NE. The project will comply with Core Requirements 1-5. None of the Special Requirements 1-12 appear to apply to this project. Preliminary drainage calculations to size a storm drainage detention vault were done based on the SBUH hydrograph method. Adjusting for a small by-pass area, the pre-developed 2, 10 and 100- year/24 hr. storm events were matched with the post-developed 2, 10 and 100-year/24 hr. events to determine the required storm detention vault volume (see attached calculations). Preliminary biofiltration swale calculations were done based on the 2-year/24 hr. pre-developed discharge rate (see attached calculations). A wetpond is not required on this project due to the traveled impervious area being less than 1 acre. , 11411101,,iiiii., ,/ , .7-i-x________..--- \,-.,. stj 2., - ..*_..L/c,j . \ 0 i - _ ,,E55 .: ,. : . ,. .. cki,_ 01—.. .. :,.. • .......--,- . ....s.. „,,, ..... ...._ MOW I .„...,_____:.____ ...._, ota \,, - ,,, ,. i_____::,_,:i_____ __i ,.._ __. ,D ..,\,,,,, ... ______ .. , N.,,,,,\) . i ....... . _ ____ . ,. _,, , ,, ____.„ , . . , ., ,., s Iola _ ________I___ i , i' - ..\.)\..1r.(1\,-1,-k---------------------'1 [7.7-11,,-----)-:: -C- :- iti_Hi ,-. ji fli. ___ 1 ri. 1 ../ ,.. _ .. , ._ . , i -�\ ._.. , ,..,, _ ---, 1-- „ .._ e... . . .. . . _, . < \ ;, r\ \\ it , ,• * •-• ---..,\ 4 J Iii. i 110 ,,___.,__,----:ThL i l\,_ -c: .-. -)- I ! -Li 6... i sle -.1 ''' \''' \\ I .• __.:_._ . ••...,.., -.D r_,...2,.4. ,-,4 ,..,.,T 1, \ \\I \--)-) :Mal ..---- ,, \-: 4,,,,, je- TE Ai* ‘ 'N '\ )\\VIII a ,.:., •AMMII,... ...1'Saw_ ...... _ _ -, I il' Li-) I ) % ti \ ,,,, °4 , 10 All'.\ ° al. 11111'.. 1.3-i7C-----.- I -') .,Ve ,1/4. lea ill fi..,1".„,, \Nil -N.., ilp `k 1 \ yvap 4 ‘ 1,k)4.• .. I no , ...,,,, >-,4 ‘ <Ads :%.• \.: ,... 1 1 ) .,,,10, L.,\ \ i„ N pi , ..• •1/1/ 11. 60 Ia. r77., • , 0., I a, r Illt .. - \,‘ ;');,1 gi 4 ,: \ 41., , r __.1 ., , h . , . ) \\...* It ,.,,,,\,\, 41} ..,,,,. 411P .,..• :-.=.=-=;"-'''-- 1 1 —qp,, , , . \, N• 0 / .,...43 - --- 11\ c \iN �, :,:•.. 1r ,i;.c' .,.. .‘ \s. . , ;,,,,:-._ ., ! • ,...._ . ,.0 ar ''':'; ' i .,11* 1‘.. , 1 1(C.:� r11 . ,....TAisi,Fo . ,\ :•_ .4,1r, ‘,\ . .. , • 4 si AV '\. \''1 -.•'4. • •-• i-Li , , im • . .41 ,. ' ,,, a's_ \ s-- ill "... • ......._____-.(f . f ,., MR >" • /11* .Sal laid ) . 1 ' toiS 5 OLA a V'N:s ••1:t \\% \I,I • owl- sit:- p imillt# "v. ,,,Tri.-...0 ,..\-\\. 11, II if* \ - . '''';, 4 \4 InN\k11111 -_ _-_, ._,., . i_ i_4: . ea - .-..:., I. *,(1,0 MI Worm _ . p, i iii. 7 , ,,_.__\,:c1 d_ =v.-_,_ _... -f.-iirf..--7-_:-.--- (7‹:--F.i•-•<•-------------------1-_..... lik L4 3 r .. :. ,, \-...,,$);),(6, , 1 1 Tad # ..'iii :-,i •4it \ 11. ' �!- i• tir r E. \- C1)_, \..--L- \ ( . I Ave -------... i.r---s— r- • .. - -- __. .__ 1,.,i.iii,- ' Nfip y , _ tiie ‘ , ,,,,...... ,.el,. . . A , . , , it i . \/! �, is. i . 11 ' — \ 7---i—G 'I . :-1 ] `0 -11.\AjC7 \l \ 4 P Q. ....' . ..:___ Existing Rates: = (Ex. - Bypass) + (Ex Bypass) 2 yr. (existing) =0.263 + 0.008 = 0.271 cfs 10 yr. (existing) =0.531 + 0.015 = 0.546 cfs 100 yr. (existing) = 0.888 + 0.025 = 0.913 cfs Release Rates = (Ex - Bypass) + (Ex Bypass) - Bypass Release 2 yr. (Dev) = 0.271 - 0.020 =0.251 cfs 10 yr. (Dev) = 0.546 - 0.029 = 0.517 cfs 100 yr. (Dev) = 0.913 - 0.039 = 0.874 cfs III. LEVEL II OFF-SITE ANALYSIS The bioswale from the proposed Briere plat runs approximately 140' north of the property line where it combines with open channel flows from the Summerwind Div. 4 plat detention vault. This open channel was surveyed by Triad Associates and shows it has a length of approximately 300' at an average slope of 1.4%. At the end of the open channel is a 12" dia. intake pipe which connects the channel to a large drainage structure (10' long x 3' wide) containing a spillway and trash screen. An 18" diameter pipe carries flows from the structure to Type II SDMH Basin in Field Avenue NE and thence into a storm detention pond constructed as part of the Summerwind development. A preliminary check of the downstream channel and pipe capacity assuming a worst case which would be the 100-year storm event with failure occurring at the existing Summerwind detention vault and the proposed Briere plat vault. The drainage flows are: • Q = 12.20 cfs from Summerwind vault based on 21" diameter pipe outfall at 0.51% slope flowing full (detention failure) • Q = 1.92 cfs from Briere Plat with full development (detention failure) • Q = 3.09 cfs from 7.53+ acre drainage basin north of proposal assuming existing conditions The total flow at the downstream spillway structure is estimated as 12.20 + 1.92 + 3.09 = 17.21+ cfs. Using King County Figure 4.3.5c an 18" diameter culvert would require a Hw/D = 3.2' for a Type 1 entrance or a Hw = 3.2 x 1.5 = 4.8'. From the Basin Map we estimate the road Field Avenue NE is at least 4.8' above the culvert invert. It is possible that Field Avenue NE could overtop in this area; however, the likelihood of simultaneous full failure of both vaults during the 100-year event is very unlikely. Preliminary calculations checking the open channel capacity showed the water depth at 17.2 cfs would be about 0.53' and have a channel velocity of 3.4's. I. Existing Conditions Total On-Site Area= 2.278 Acres Area of Road Right-of-Way = 0.494 Acres Tc 370 LF @ S = 1.216% CN - 85 (Meadow or Pasture) Bypass= 33 x 50 = 0.038 acres II. Developed Conditions Total On-Site Area= 2.278 Ac Bypass = 0.038 Acres - Impervious P2 = 2.10 in. P10 = 2.95 in. 2.278 = 0.038 =2.240 Acres P100= 3.95 in. Grass = 1.162 Ac CN = 86 Roadways = 0.456 Ac CN= 98 Homes = 0.622 Ac CN = 98 2.240 Ac Total Existing 2 yr. - 0.263 +0.008 =0.271 cfs 10 yr. - 0.531 +0.015 =0.546 cfs 100 yr. - 0.888 +0.025 = 0.913 cfs Allowable Release Rates= 2 yr. - 0.271 -0.020= 0.251 cfs 10 yr. - 0.546 -0.029= 0.517 cfs 100 yr, - 0.913 - 0.039= 0.874 cfs 12/4/98 10: 19 : 41 am Pacific Engineering Design Inc �age 8RIERE PLAT - JOB NO '98016 DRAINAGE CALCULATIONS BASIN SUMMARY BASIN ID: DEV100 NAME : 100-YR ' DEV LESS BYPASS SBUH METHODOLOGY TOTAL AREA : 2 '24 Acres BASEFLOWS: 0 '00 cfa RAINFALL TYPE ' ' ' ' : KC24HR PERV IMP PRECIPITATION ' ' ' ' : 3 '95 inches AREA . . : 1 ' 16 Acres 1 '08 Ac TIME INTERVAL . ' ' ' : 10 '00 min CN ' ' ' . : 86 '00 98 '00 TC ' ' ' ' : 5 '00 min 5 '00 mir ABSTRACTION COEFF : 0 '20 PEAK RATE : 1 '92 cfo VOL : 0 '58 Ao-ft TIME : 470 min ~ - gr/ Pr =2: PACIFIC ENGINEERING DESIGN INC. = " eve &l. P4/ , CIVIL ENGINEERING AND PLANNING CONSULTANTS SHEET NO. OF CALCULATED BY 0.18/4 DATE /Z'-- --fg . -.. .•• . . . . . . „. .. . . . . : . .. . : : . . . . . . . A - 4 i'e4 i• 01.4.0;id !I-7) PA-47*ifo e' aii.,?..--/ giiii.56,41',0d , . 7 5-3 Akos . . • . . . . . . . . . . . .. „ . . . . . . : I 4 e• r ; . . . . . . . . . . . . : : •• T i ?i-- I 6 0 ).< SV! 4- ec, )e ,i E 7z, , I . . . . 1 „... ..•i 1 ; # 'e 74 104)‹ '.$d 11" ! 3 k 6 .. .. "F oe4 4- h ,,- .1f,03) 14- r2L,D1): 4- Y351) 9- 11?4,o •-- . ' --: i ; iLl'1 -;.- /.5 .-'7) ; P "' 3 Y /5)c , , A/ - 1 4 . • 4 4 4 1 : ; ; I ; ! : Os C / r . . . . . . . . . , :— ! 10 556,e --: .5.",.3' g, 67v : k•-• (c) , . , : , - ,‘ 1(" . f i 0 () &4/Si ; /,, 7P . . . ,.., " (..4 iy• --: i , S-1-6 Cc ) , t t , i 1 7 / 7 ! 1 • 1 . „ . . I ; . •: ': ' " , .. : . . . . ' .; • • 1 I •••1•• - . \.? . t r ' -- / . 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SBUH METHODOLOGY TOTAL AREA 7 .53 Acres BASEFLOWS: 0 .00 cfs RAINFALL TYPE : KC24HR PERV IMP PRECIPITATION : 3 .95 inches AREA . . : 7 .17 Acres 0 .36 Ac TIME INTERVAL : 10 .00 min CN . . . . : 85 .25 98 .00 TC . . . . : 37 .01 min 37 .01 Hair ABSTRACTION COEFF: 0 .20 TcReach - Sheet L : 300 .00 ns :0 .1500 p2yr : 2 .10 s:0 .0164 TcReach - Shallow L: 200 .00 ks: 11 .00 s : 0 .0180 TcReach - Channel L : 410 .00 kc : 20 .00 s : 0 .0113 PEAK RATE : 3 .09 cfs VOL : 1 .57 Ac-ft TIME: 480 min S... R 9�i PACIFIC NGIINEERINO DESIGN INC. = JOB ' " 6()/ ,6 CIVIL ENGINEERING AND PLANNING CONSULTANTS SHEET NO. OF CALCULATED BY "' AYVI✓1 DATE I Z 3 — / d ,62r/.Ce P/5644:g 6• +v�, /Gltii ✓Lt//HL/ Did X • cl ! 4 ' Iil. :i : , Hi...... . .. . ../ . z...._,.......... ......._..., (o Z L. ._ 4..... 4/3, �!o 4//, 4k .... . rd (o.. .. 7r ........ .... 1 ,. icc?2, !--- i to , O2,5-) 6�'4z-:X Z . _ ,4 i _ s II / ! : : ./6, F.-- ,10./,,2 M.. i, cp_(9 II/ i .1_,:_ .5), 6F -2':. ii. :4, I- ; LL � D. Z ) l 1 , 14.1i i 0 4 7' 6 Oa)! y !40 „ ( z,/4,k ± *?,4) . . . . . . - i , 1 , ..-, 6; z:/.3, _ ,- e,,,i4,2_1_ ------- e,3,5•,6-• cf-s• i 1 -.-.-4`._._Qv%. (e, Z, 7 y ¢..a75- .. - 3,;AO 4i. ) '-- 4 .71r !: ( :,,) , • ' ! Z-r t :7... .J.06 _.. ... i. — 462- (la ri52 . :0-?.C- 1 ' 4 re14?--.' e 01):2-4) 1F-7—nrert-' 4A-4 t x o i 1 ... . 4./-'0, 42T- 6 0,0,0 ii-4477F-- )----/ 7/ e. , 27.1 .,.. ..4, ZZU: tip....z ... _'..,..4770rcis 16. ��....� . ?7 ....... ....... 130 ANDOVER PARK EAST, SUITE 300 SEATTLE, WASHINGTON 98188 (206) 431-7970 FAX:431-7975 12/4/98 10 : 4 :34 am Pacific Engineering Design Inc page BRIERE PLAT - JOB NO .98016 DRAINAGE CALCULATIONS STAGE DISCHARGE TABLE MULTIPLE ORIFICE ID No . 1 Description: DISCHARGE ORIFICE ASSEMBLY Outlet Elev: 411 .48 Elev: 409 .48 ft Orifice Diameter : 2 . 1250 in . Elev: 413 .10 ft Orifice 2 Diameter : 2 .2000 in . Elev: 414 .40 ft Orifice 3 Diameter : 2 .7900 in . STAGE (--DISCHARGE---) STAGE (--DISCHARGE---) STAGE (--DISCHARGE---) STAGE (--DISCHARGE---) (ft) ---cfs (ft) ---cfs (ft) ---cfs (ft) ---cfs 411.48 0.0000 412.70 0.1354 414.00 0.3191 415.30 0.6347 411.50 0.0173 412.80 0.1408 414.10 0.3297 415.40 0.6530 411.60 0.0424 412.90 0.1460 414.20 0.3399 415.50 0.6707 411.70 0.0575 413.00 0.1511 414.30 0.3497 415.60 0.6878 411.80 0.0693 413.10 0.1560 414.40 0.3592 415.70 0.7044 411.90 0.0794 413.20 0.2022 414.50 0.4352 415.80 0.7205 412.00 0.0884 413.30 0.2241 414.60 0.4718 415.90 0.7361 412.10 0.0965 413.40 0.2417 414.70 0.5017 416.00 0.7514 412.20 0.1040 413.50 0.2572 414.80 0.5281 416.10 0.7663 412.30 0.1110 413.60 0.2713 414.90 0.5522 416.20 0.7809 412.40 0.1175 413.70 0.2843 415.00 0.5746 416.23 0.7852 412.50 0.1238 413.80 0.2965 415.10 0.5956 412.60 0.1297 413.90 0.3081 415.20 0.6156 1e541(IG+ ✓ A 65ekr, /17 T)i5Ch4 e / v w, 5ti mihier wi/1 d VI r' _1 51 T 12/4/98 10 : 28 : 16 am Pacific Engineering Design Inc pag� 8RZERE PLAT - JOB NO '98016 DRAINAGE CALCULATIONS BASIN SUMMARY BASIN ID: SUMMER NAME : 100-YR ' DEV ' FLOW - SUMMERWIND SBUH METHODOLOGY TOTAL AREA ' 4 '69 Acres BASEFLOWS: 0 '00 ofs RAINFALL TYPE ' ' ' ' : KC24HR PERV IMP PRECIPITATION ' . . ' : 3 '95 inches AREA . . : 2 '58 Acres 2 ' 11 Ac TIME INTERVAL ' ' . . : 10 .00 min CN ' ' ' ' : 86 .00 98 '00 TC ' ' ' ' � 10 '00 min 10 '00 mir ABSTRACTION COEFF : 0 '20 PEAK RATE : 3 '59 ofs VOL : 1 '19 Ac-ft TIME : 480 min . , . . MAN-MADE CHANNELS VARIABLES LIST: Y - FLOW DEPTH B - CHANNEL BOTTOM WIDTH S - CHANNEL SLOPE Q - FLOWRATE M - CHANNEL SIDE SLOPE N - CHANNEL ROUGHNESS VARIABLE TO BE SOLVED (Y, Q,B,M, S OR N) ? Y Q (CFS) ? 17 .21 RESULTS B (FT) ? 8 M (FT/FT) ? 3 Y= 0.53 FT S (FT/FT) ? . 014 A= 5. 04 SF N (FT^1/6) ? . 030 P= 11 . 33 FT V= 3. 42 FPS F= 0. 90 SUB-CRITICAL FLOW <Shift> <Prt Sc> print <Return> repeat <Space Bar> back to menu riDIA1 POw 1.4 s /44'4' Ovaiko U CULVERTS RESULTS DIAMETER (IN) ? 18 HEADWATER (FT) FLOWRATE (CFS) LENGTH (FT) ? 100 102.50 IC 7.61 FRICTION COEFF (FT^1/6) ? .013 103.00 IC 9.83 ENT+EXIT COEFF ? 0.5 103.50 IC 11.63` /2 3/ INLET CONTROL COEFF ? 0.62 104 .00 IC 13.19 104.50 IC 14.58 INV ELEV OUT (FT) ? 100.00 105.00 IC 15.85 INV ELEV IN (FT) ? 101.00 105.50 IC 17.03 TAILWATER ELEV (FT) ? 101. 00 106.00 IC 18.13 ELEV INCREMENT (FT) ? 0.5 106.50 IC 19.16 107.00 IC 20.15 107.50 IC 21.00 108.00 IC 21.98 108.50 IC 22.84 109.00 IC 23.67 109.50 IC 24.48 110.00 IC 25.25 <Shift> <Prt Sc> print <Return> repeat <Space Bar> back to menu yf r .v.{,. :...•:1'• v. ., JY >•'r{•}'ii::• rf:'''•l•...,• y::r•{,'',j,''i:;i:}•r•r,::•/ii fii$'i:;'r'?:+ } /.;kyyyy��•5 x�>:t%�{'}> ,''y�{) . {rr,`,'• �• >'� • .,.y:•}:?}i.;>t:•3Y;S> rr •:•-+{a:} • f .Y•�; : >ti•";:C rf. .r.{ `:.+••• .+fg�'a . 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Sry. :y y:ii.,?; :;•.:;: 2•^;fr.+•':':. ..',h,�,SK�{:.r:�t,�Sd; ...r.• •AS}"Yf '+:av�'• aU:i• i+'%.} {:w•ry;}:•:ai1•. .[-Yir va.•.>}} f f•/•: ;.� (. .:: •. .i,, IG. r'ry;1'•+7�+}y vF ••r�Hr .a f $ f�`'. n r •.,f"• :6. ... of ,„„„ :J: .f+.tom.VY640.4 r rf:{f., r ;t:,*.. t. rK.. .. {�t�..t!Y{5.:�..:..1 +•r!:. •: .: �i• r •r�N,r!•}... .::...............................:: n!r: :...�yf�,'..rr ...�Y.:'l /'filf!•:•Y�t :.ff. :% `sS� >':i>}.::_... • � �....f ,rr....... � ....::., /,,: ./ �� ��„/..F.:.+�7f7.C?'/...: ���'.�+� ....... �•�9..... ► iC 1'? - 3 , r) KING COUNTY, WASHINGTON, SURFACE WATER DESIGN MANUAL FIGURE 4.3.5C HEADWATER DEPTH FOR SMOOTH INTERIOR PIPE CULVERTS WITH INLET CONTROL - 180 - 10,000 - 168 - 8,000 EXAMPLE ( I ) (2) (3) ENTRANCE TYPE - 156 - 6,000 0•42 inches (3.5 feet) - - - . - 6. 0•120 cfs SQUARE EDGE I.^11TH - 5,000 - 5. - HEADWALL - 144 - 6. - - 5. - - 4,000 nw' ttw - 132 - o feet - - - 4. et I, - 3,000 (I) 2.5 ewe - . _ _ 4. 1. ....... . . - 120 _ (2) 2.1 7.4 - - - 1- - 2,000 (3) 2.2 7.7 4.--- I , - 108 - 3. - 3. 10 in feet . - - .22.--1:, ^-3. -- - = PLAN (1) - 96 - 1,000 I - - I ._ GROOVE END WITH - 800 _ HEADWALL - 84 - 2. 2 - 600 - - 500 _ -1.0 - 1,-10 ' 1.« I�'' - 72 - 400 / / or 2. i _--I z - 300 E.* %�/ _~ '- 1.5 - 1.5 �.... , - 60 u - 200 / ►i 1.5 - - PLAN (2) _ z Qc9� to ` - GROOVE END o - 54 a ".� C � a PROJECTING 0 0~c /w - 100 ^/ CJ z _ 1 w - 4 8 c� - �\ ,� > / cc - 80 Q�� _ /. v 42 u - 60 /' �,�� W - - 1.0 ,- 1.0 _I ,'' o o - 50 HW Sa LE ENTRANCE - 1 0 - - �/ - 40 p TYPE erscatee CC ,_ - 36 - 30 (1) Square edge with Q - headwall 3 - •9 _ 33 o - -/20 (2) Groove end w,th Q 0 - W - 30 headwall x - .8 -- .8 (3) Groove end - .8 projecting - 27 - r-- 10 - .7 - .7- - 24 � 8 - .7 • - 6 To use scale (2) or (3) project - - 21 - 5 horieontotty to scale (I),then - 4 use straight inclined line through 0 and 0 scales,or rensrss as - .6 - 3 illustrated. ,6 - .6 18 i- - - 2 - - _ - 15 - - .5 5 - .5 - 1.0 - - - 12 ILO - 2O Q_ Ft 2_ CFS I) i TctpE 1 }u)=kZ`,�1 S) =� NwII) = 3tZ 4.3.5-11 1/90 KING COUNTY, WASHINGTON, SURFACE WATER DESIGN MANUAL 1.2 CORE REQUIREMENTS The seven Core Requirements are: (1) Discharge at the Natural Location. The discharge from a proposed project site must occur at the natural location. (2) Off-Site Analysis. All proposed projects must identify the upstream tributary drainage area and perform a downstream analysis. Levels of analysis required depend on the problems identified or predicted. At a minimum, a Level 1 analysis must be submitted with the initial permit application. (3) Runoff Control. Proposed projects must provide runoff controls to limit the developed conditions peak rates of runoff to the pre-development peak rates for specific design storm events based on the runoff from defined existing site conditions, and install biofiltration measures. (4) Conveyance System. All conveyance systems for proposed projects must be analyzed, designed and constructed for existing tributary off-site runoff and developed on-site runoff from the proposed project. (5) Temporary Erosion and Sedimentation Control. All projects that require engineered drainage plans shall provide Temporary Erosion and Sedimentation Control (TESC) measures that minimize the transport of sediment to drainage facilities, water resources, and adjacent properties. (6) Maintenance and Operation. Maintenance of all drainage facilities constructed or modified by a proposed project is the responsibility of the property owner (see Maintenance Requirements for Privately Maintained Drainage Facilities in Appendix A), except King County may assume maintenance of drainage facilities constructed for formal Plat Subdivisions, planned unit developments, and some Short Plat Subdivisions two years after construction approval. (7) Bonds and Liability. All drainage facilities for proposed projects (except drainage stub-out connections, downspout roof drain infiltration systems and downspout dispersion systems for single-family residential lots) must be constructed in conformance with the bond and liability requirements of King County Code 9.04.100. it• 1.2-1 11/94 KING COUNTY, WASHINGTON, SURFACE WATER DESIGN MANUAL 1.3 SPECIAL REQUIREMENTS In addition to the seven Core Requirements, twelve Special Requirements may apply to a proposed project. Each set of requirements below is preceded by the conditions in which the requirements apply its "threshold." Most thresholds can be assessed and the special requirements determined in advance of formal engineering plan preparation. Other thresholds may require a special study before a determination can be made as to the application of a Special Requirement to a proposed project. The twelve Special Requirements are: (1) Critical Drainage Areas (2) Compliance with an Existing Master Drainage Plan (3) Conditions requiring a Master Drainage Plan (4) Adopted Basin or Community Plans (5) Special Water Quality Controls (6) Coalescing plate oil/water separators CO Closed Depressions (8) Use of Lakes, Wetlands or Closed Depressions for Runoff Control (9) Delineation of the 100 year Floodplain. (10) Flood Protection Facilities for Type 1 and Type 2 Streams (11) Geotechnical Analysis and Report (12) Soils Analysis and Report 1.3-1 1/90 6/30/99 3 :7 :49 pm Pacific Engineering Design Inc page 1 BRIERE PLAT - JOB NO. 98016 DRAINAGE CALCULATIONS STAGE STORAGE TABLE RECTANGULAR VAULT ID No. 1 Description: UNDERGROUND VAULT Length: 52 . 00 ft . Width: 30 . 00 ft . voids : 1 . 000 STAGE <----STORAGE----> STAGE <----STORAGE----> STAGE <----STORAGE----> STAGE <----STORAGE----> (ft) ---cf--- --Ac-Ft- (ft) ---cf--- --Ac-Ft- (ft) ---cf--- --Ac-Ft- (ft) ---cf--- --Ac-Ft- 415.83 0.0000 0.0000 417.00 1825 0.0419 418.20 3697 0.0849 419.40 5569 0.1279 415.90 109.20 0.0025 417.10 1981 0.0455 418.30 3853 0.0885 419.50 5725 0.1314 416.00 265.20 0.0061 417.20 2137 0.0491 418.40 4009 0.0920 419.60 5881 0.1350 416.10 421.20 0.0097 417.30 2293 0.0526 418.50 4165 0.0956 419.70 6037 0.1386 416.20 577.20 0.0133 417.40 2449 0.0562 418.60 4321 0.0992 419.80 6193 0.1422 416.30 733.20 0.0168 417.50 2605 0.0598 418.70 4477 0.1028 419.90 6349 0.1458 _ 416.40 889.20 0.0204 417.60 2761 0.0634 418.80 4633 0.1064 420.00 6505 0.1493 416.50 1045 0.0240 417.70 2917 0.0670 418.90 4789 0.1099 420.10 6661 0.1529 416.60 1201 0.0276 417.80 3073 0.0706 419.00 4945 0.1135 420.20 6817 0.1565 416.70 1357 0.0312 417.90 3229 0.0741 419.10 5101 0.1171 420.30 6973 0.1601 416.80 1513 0.0347 418.00 3385 0.0777 419.20 5257 0.1207 420.40 7129 0.1637 416.90 1669 0.0383 418.10 3541 0.0813 419.30 5413 0.1243 420.50 7285 0.1672 6/30/99 3 : 7 : 49 pm Pacific Engineering Design Inc page 2 BRIERE PLAT - JOB NO. 98016 DRAINAGE CALCULATIONS STAGE DISCHARGE TABLE MULTIPLE ORIFICE ID No. 1 Description: ORIFICE DISCHARGE ASSEMBLY Outlet Elev: 415 . 83 Elev: 413 . 83 ft Orifice Diameter: 2 . 9443 in. Elev: 417 . 03 ft Orifice 2 Diameter: 3 . 0234 in. Elev: 417 . 73 ft Orifice 3 Diameter: 2 . 8828 in. STAGE <--DISCHARGE---> STAGE <--DISCHARGE---> STAGE <--DISCHARGE---> STAGE <--DISCHARGE---> (ft) ---cfs (ft) ---cfs (ft) ---cfs (ft) ---cfs 415.83 0.0000 416.50 0.1926 417.20 0.3776 417.90 0.6628 415.90 0.0622 416.60 0.2064 417.30 0.4141 418.00 0.7081 416.00 0.0970 416.70 0.2194 417.40 0.4457 418.10 0.7482 . 416.10 0.1222 416.80 0.2317 417.50 0.4741 418.20 0.7851 416.20 0.1431 416.90 0.2433 417.60 0.5003 418.30 0.8196 416.30 0.1613 417.00 0.2545 417.70 0.5248 418.40 0.8521 416.40 0.1776 417.10 0.3307 417.80 0.6075 418.50 0.8831 6/30/99 3 : 7 : 53 pm Pacific Engineering Design Inc page 3 BRIERE PLAT - JOB NO. 98016 DRAINAGE CALCULATIONS LEVEL POOL TABLE SUMMARY MATCH INFLOW -STO- -DIS- <-PEAK-> OUTFLOW STORAGE < DESCRIPTION > (cfs) (cfs) --id- --id- <-STAGE> id (cfs) VOL (cf) 2-YR. 0.25 0.83 1 1 416.97 7 0.25 1776.15 cf 10-YR. 0.52 1.32 1 1 417.67 8 0.52 2867.02 cf 100.YR. 0.87 1.92 1 1 418.47 9 0.87 4123.76 cf 10/27/98 11 :43: 14 am Pacific Engineering Design Inc P_," BRIERE PLAT - JOB NO .98016 DRAINAGE CALCULATIONS HYDROGRAPH SUMMARY PEAK TIME VOLUME HYD RUNOFF OF OF Contrib NUM RATE PEAK HYDRO Area cfs min . cf\AcFt Acres 1 0 .263 490 7067 cf 2 .24.1 2.__E1�" $4(1s___ 2 0 .531 480 12573 cf 2 .24_.1O E.x- _l' i.p‘ss... 3 0 .888 480 19622 cf 2 -24_L(O0(,t(L F K -.b4PAS.`� 4 0 .829 470 11235 cf 2 .24 ._.Z (L DEV -.$(Aej .._ 5 1 .318 470 17470 cf 2 .24___AQ Q.DeV --..b\A hsS_ 6 1 .917 470 25088 cf 2 .24 100 Q DBV,- El. SS__ 7 0 .251 540 11235 cf 2 .24 > 21-�� . Q347E7D._....__.____... 8 0 .517 510 17470 cf 2 .24 _!._to4?._ [a+,{- a 9 0 .874 5O0 25088 cf 2 .24 ix)H{zQO(AZEP 1.1 0 .008 480 120 cf 0 .04 _ .92 FA $\IPASS 12 0 .015 470 213 cf 0 .04_ 'LAP- .)( Bt-( SS 13 0 .025 470 333 cf 0 .04_(Qj . 'F: ( I E[PP'5.S 14 0 .020 470 258 cf 0 .04 Zt,1Q_ DEV, 8 PAs$. 15 0 .029 470 375 cf 0 .04_ In R . DEV_ ,_al_ptsS 16 0 .039 470 512 cf 0 .04 100112 Dev , E tF 5 MAN-MADE CHANNELS VARIABLES LIST: Y - FLOW DEPTH B - CHANNEL BOTTOM WIDTH S - CHANNEL SLOPE Q - FLOWRATE M - CHANNEL SIDE SLOPE N - CHANNEL ROUGHNESS VARIABLE TO BE SOLVED (Y, Q,B,M, S OR N) ? B Y (FT) ? . 333 RESULTS Q (CFS) ? 0 . 25 M (FT/FT) ? 3 B= 2 .20 FT S (FT/FT) ? . 02 A= 1 . 06 SF N (FT^1/6) ? 0 . 35 P= 4 . 30 FT V= 0 .23 FPS F= 0. 08 SUB-CRITICAL FLOW • <Shift> <Prt Sc> print <Return> repeat <Space Bar> back to ment a /11:7170 Ewa �e /cJQ -rJ'45 MAN-MADE CHANNELS VARIABLES LIST: Y - FLOW DEPTH B - CHANNEL BOTTOM WIDTH S - CHANNEL SLOPE Q - FLOWRATE M - CHANNEL SIDE SLOPE N - CHANNEL ROUGHNESS VARIABLE TO BE SOLVED (Y, Q,B,M, S OR N) ? Y Q (CFS) ? 0 . 25 RESULTS B (FT) ? 2 . 50 M (FT/FT) ? 3 Y= 0 . 31 FT S (FT/FT) ? . 02 A= 1 . 08 SF N (FT^1/6) ? 0 . 35 P= 4 . 48 FT V= 0 . 23 FPS F= 0 . 08 SUB-CRITICAL- FLOW <Shift> <Prt Sc> print <Return> repeat <Space Bar> back to menu MAN-MADE CHANNELS VARIABLES LIST : Y - FLOW DEPTH B - CHANNEL BOTTOM WIDTH S - CHANNEL SLOPE Q - FLOWRATE M - CHANNEL SIDE SLOPE N - CHANNEL ROUGHNESS VARIABLE TO BE SOLVED (Y, Q, B,M, S OR N) ? Y Q (CFS) ? 0 . 874 RESULTS B (FT) ? 2 . 50 M (FT/FT) ? 3 Y= 0 . 27 FT S (FT/FT) ? . 003 A= 0 . 90 SF N (FT^1/6) ? . 030 P= 4 . 22 FT V= 0 . 97 FPS F= 0 . 37 SUB-CRITICAL- FLOW <Shift> <Prt Sc> print <Return> repeat <Space Bar> back to men_ 10/27/98 11 :44 :2 am Pacific Engineering Design Inc page BRIERE PLAT - JOB NO .98016 DRAINAGE CALCULATIONS BASIN SUMMARY BASIN ID: DBY02 NAME : 2-YR . DEV . BYPASS SBUH METHODOLOGY TOTAL AREA : 0 .04 Acres BASEFLOWS: 0 .00 cfs RAINFALL TYPE . . . . KC24HR PERV IMP PRECIPITATION : 2 .10 inches AREA . . : 0 .00 Acres 0 .04 A. TIME INTERVAL : 10 .00 min CN . . . . : 85 .00 98 .00 TC . . . . : 5 .00 min 5 .00 mi . ABSTRACTION COEFF : 0 .20 PEAK RATE : 0 .02 cfs VOL : 0 .01 Ac-ft TIME : 470 min BASIN ID: DBY10 NAME : 10-YR . DEV . BYPASS SBUH METHODOLOGY TOTAL AREA 0 .04 Acres BASEFLOWS : 0 .00 cfs RAINFALL TYPE : KC24HR PERV IMP PRECIPITATION : 2 .95 inches AREA . . : 0 .00 Acres 0 .04 A TIME INTERVAL : 10 .00 min CN . . . . : 85 .00 98 .00 TC . . . . : 5 .00 min 5 .00 mi ABSTRACTION COEFF : 0 .20 PEAK RATE : 0 .03 cfs VOL : 0 .01 Ac-ft TIME : 470 min BASIN ID : DBY100 NAME : 100-YR . DEV . BYPASS SBUH METHODOLOGY TOTAL AREA 0 .04 Acres BASEFLOWS: 0 .00 cfs RAINFALL TYPE : KC24HR PERV IMP PRECIPITATION : 3 .95 inches AREA . . : 0 .00 Acres 0 .04 A TIME INTERVAL : 10 .00 min CN . . . . : 85 .00 98 .00 TC . . . . 5 .00 min 5 .00 mi ABSTRACTION COEFF : 0 .20 PEAK RATE : 0 .04 cfs VOL : 0 .01 Ac-ft TIME : 470 min BASIN ID : EBY02 NAME: 2-YR . EXISTING BYPASS SBUH METHODOLOGY TOTAL AREA : 0 .04 Acres BASEFLOWS: 0 .00 cfs RAINFALL TYPE : KC24HR PERV IMP PRECIPITATION : 2 .10 inches AREA . . : 0 .04 Acres 0 .00 A TIME INTERVAL : 10 .00 min CN . . . . : 85 .00 98 .00 TC . . . . : 5 .00 min 5 .00 mi. ABSTRACTION COEFF : 0 .20 PEAK RATE : 0 .01 cfs VOL : 0 .00 Ac-ft TIME : 480 min ICI 10/27/98 11 :44 : 2 am Pacific Engineering Design Inc paae BRIERE PLAT - JOB NO .98016 DRAINAGE CALCULATIONS BASIN SUMMARY BASIN ID: EBY10 NAME : 10-YR . EXISTING BYPASS SBUH METHODOLOGY TOTAL AREA 0 .04 Acres BASEFLOWS : 0 .00 cfs RAINFALL TYPE : KC24HR PERV IMP PRECIPITATION : 2 .95 inches AREA . . : 0 .04 Acres 0 .00 Ac TIME INTERVAL : 10 .00 min CN . . . . : 85 .00 98 .00 TC . . . . : 5 .00 min 5 .00 min ABSTRACTION COEFF: 0 .20 PEAK RATE : 0 .02 cfs VOL : 0 .00 Ac-ft TIME : 470 min BASIN ID: EBY100 NAME : 100-YR . EXISTING BYPASS SBUH METHODOLOGY TOTAL AREA : 0 .04 Acres BASEFLOWS: 0 .00 cfs RAINFALL TYPE : KC24HR PERV IMP PRECIPITATION : 3 .95 inches AREA . . : 0 .04 Acres 0 .00 Ac TIME INTERVAL : 10 .00 min CN . . . . : 85 .00 98 .00 TC . . . . • 5 .00 min 5 .00 mil ABSTRACTION COEFF : 0 .20 PEAK RATE : 0 .03 cfs VOL : 0 .01 Ac-ft TIME : 470 min 10/27/98 11 : 43: 14 am Pacific Engineering Design Inc BRIERE PLAT JOB NO .98016 DRAINAGE CALCULATIONS BASIN SUMMARY BASIN ID: DEVO2 NAME : 2-YR . DEV LESS BYPASS SBUH METHODOLOGY TOTAL AREA 2 .24 Acres BASEFLOWS: 0 .00 cfs RAINFALL TYPE : KC24HR PERV IMP PRECIPITATION : 2 .10 inches AREA . . : 1 .16 Acres 1 .08 Ac TIME INTERVAL : 10 .00 min CN . . . . : 86 .00 98 .00 TC . . . . 5 .00 min 5 .00 mil ABSTRACTION COEFF: 0 .20 PEAK RATE : 0 .83 cfs VOL : 0 .26 Ac-ft TIME : 470 min BASIN ID : DEV10 NAME : 10-YR . DEV LESS BYPASS SBUH METHODOLOGY TOTAL AREA 2 .24 Acres BASEFLOWS: 0 .00 cfs RAINFALL TYPE : KC24HR PERV IMP PRECIPITATION : 2 .95 inches AREA . . : 1 .16 Acres 1 .08 A:. TIME INTERVAL : 10 .00 min ON . . . . : 86 .00 98 .00 TC . . . . 5 .00 min 5 .00 mir ABSTRACTION COEFF: 0 .20 PEAK RATE : 1 .32 cfs VOL : 0 .40 Ac-ft TIME : 470 min BASIN ID: DEV100 NAME : 100-YR . DEV LESS BYPASS SBUH METHODOLOGY TOTAL AREA : 2 .24 Acres BASEFLOWS: 0 .00 cfs RAINFALL TYPE : KC24HR PERV IMP PRECIPITATION : 3 .95 inches AREA . . : 1 . 16 Acres 1 .08 A, TIME INTERVAL : 10 .00 min CN . . . . : 86 .00 98 .00 TC . . . . 5 .00 min 5 .00 mil ABSTRACTION COEFF: 0 .20 PEAK RATE : 1 .92 cfs VOL : 0 .58 Ac-ft TIME : 470 min BASIN ID : EX02 NAME: 2-YR . EXISTING LESS BYPASS SBUH METHODOLOGY TOTAL AREA 2 .24 Acres BASEFLOWS: 0 .00 cfs RAINFALL TYPE : KC24HR PERV IMP PRECIPITATION : 2 .10 inches AREA . . : 2 .24 Acres 0 .00 A( TIME INTERVAL : 10 .00 min CN . . . . : 85 .00 98 .00 TO . . . . : 36 .46 min 36 .46 m ABSTRACTION COEFF : 0 .20 TcReach - Sheet L : 300 .00 ns :0 .1500 p2yr : 2 . 10 s :0 .0122 TcReach - Shallow L: 70 .00 ks: 11 .00 s : 0 .0122 PEAK RATE : 0 .26 cfs VOL : 0 . 16 Ac-ft TIME : 490 min 10/27/98 11 : 43 : 14 am Pacific Engineering Design Inc paq-s 8RIERE PLAT - JOB NO '98016 DRAINAGE CALCULATIONS =~ BASIN SUMMARY BASIN ID: EX1O NAME : 10-YR ' EXISTING LESS BYPASS SBUH METHODOLOGY TOTAL AREA 2 '24 Acres BASEFL0WS : 0 '00 cfs RAINFALL TYPE ' ' ' ' : KC24HR PERV IMP PRECIPITATION ' ' ' ' : 2 '95 inches AREA . . : 2 '24 Acres 0 '00 AC TIME INTERVAL ' ' ' ' : 10 '00 min CN ' ' ' ' : 85 '00 98 '00 TC ' ' ' ' 36 '46 min 36 '46 mir ABSTRACTION C0EFF: 8 '20 ToReaoh - Sheet L : 300 '00 no:0 ' 1500 p2yr : 2 '10 o :0 '0122 ToR*aoh - Shallow L : 70 '00 ka : 11 '00 o: 0 .0122 PEAK RATE : 0 '53 ofo VOL : 0 '29 Ac-ft TIME : 480 min BASIN ID : EX100 NAME: 100-YR ' EXISTING LESS BYPASS SBUH METHODOLOGY TOTAL AREA : 2 '24 Acres BASEFLOWS: 0 '00 cfo RAINFALL TYPE ' ' ' ' KC24HR PERV IMP PRECIPITATION ' ' ' ' : 3 '95 inches AREA . . : 2 '24 Acres 0 '00 AC TIME INTEHVAL ' ' ' ' 10 '00 min CN ' ' . ' � 86 '00 98 '00 TC ' ' ' ' : 36 '46 min 36 '46 mir ABSTRACTION COEFF: 0 '20 TcReaoh - Sheet L: 300 '00 ns:0 ' 1500 p2yr : 2 '10 o:0 '0122 TcReaoh - Shallow L : 70'00 ks: 11 '00 o: 0 '0122 PEAK RATE : 0 '89 ofo VOL : 0 '45 Ao-ft TIME: 480 min KING COUNTY, WASHINGTON, SURFACE WATER DESIGN MANUAL 1.2.2 CORE REQUIREMENT #2: OFF-SITE ANALYSIS A proposed project initial submittal shall include an Off-Site Analysis Report that evaluates drainage system problems (ponding water, high/low flows, siltation, erosion, etc.) upstream, on-site, and downstream of the proposed project. The design engineer shall demonstrate that the proposed project has been designed so that it neither aggravates (increases the magnitude, frequency, or duration of ) an existing drainage problem nor creates a new drainage problem. Exemption: Permits and approvals requiring drainage review will be exempt from performing an Off- Site Analysis when the BALD Division determines that the proposed development contains sufficient measures to adequately protect the downstream drainage system AND, 1) the proposed new impervious surface' to be constructed is 5,000 square feet, or less, OR 2) the drainage area from which surface and storm water runoff is to be collected and concentrated is 5,000 square feet, or less. Levels of Off-site Analysis The Off-Site Analysis report requirements vary depending on the specific site and downstream conditions. Each project submittal shall include at least a Level 1 analysis. Upon review of the Level 1 analysis, BALD may require a Level 2 or Level 3 analysis. If conditions warrant, additional, more detailed analysis may be required. Level 1 Analysis: The Level 1 analysis is a qualitative survey of each downstream system leaving a site. This analysis is required for all proposed projects and shall be submitted with the initial permit application. Depending on the findings of the Level 1 analysis, the Level 2 or 3 analysis may need to be completed and/or additional information may be required. If further analysis is required, the applicant may schedule a meeting with BALD Division staff. Level 2 or 3 Analysis: If problems are identified in the Level 1 analysis, either a Level 2 (rough quantitative) analysis or a Level 3 (more precise quantitative) analysis shall be performed to further define and evaluate proposed mitigation for the problem. The BALD Division will determine whether a Level 2 or 3 analysis is required based on the evidence of existing or potential problems identified in the Level 1 analysis and on the proposed on-site drainage facilities design. The Level 3 analysis is required when results need to be as accurate as possible: for example, if the site is flat; or if the system is affected by downstream controls; or if minor changes in the drainage system could flood roads, buildings, or septic systems; or if the proposed project will contribute more than 15 percent of the total peak flow to the drainage problem location. The Level 2 or 3 analysis may not be required, if the BALD Division determines that adequate mitigation can be developed from the Level 1 analysis. Additional Analysis: Additional, more detailed, hydrologic analysis may be required if the BALD Division determines that the analysis has not been sufficient to analyze the impacts of a proposed project on an existing or potential drainage problem. This more detailed analysis will generally include synthesizing, summing, and phasing hydrographs for the major drainage areas (defined by major drainage system components affecting routing such as impoundments, restrictions, confluences, etc.) tributary to the drainage problem areas. The SWM Division will review this additional analysis. Specific Requirements for Off-site Analysis: Regardless of the level of Off-Site Analysis required, the applicant shall: define and map the study area (Task 1), review resources (Task 2), inspect the study area (Task 3), describe the drainage system and problems (Task 4), and propose mitigation measures (Task 5) as described below. See Definition Section vs 1.2.2-1 11/92 KING COUNTY, WASHINGTON, SURFACE WATER DESIGN MANUAL Collect qualitative data on features such as land use, impervious surfaces, topography, and soil types. Collect information on pipe sizes, channel characteristics, drainage structures, wetland/stream/steep slope (Sensitive) areas. Verify tributary basins delineated in Task 1. Contact neighboring property owners or residents in the area about past or existing drainage problems and describe in the report (Optional). Note the date and weather conditions at the time of inspection. Level 2 or 3 Inspection: Perform a Level 1 Inspection. Document existing site conditions (approved drainage systems or pre-1979 aerial photographs) as defined in Core Requirement # 3. Collect quantitative field data (For Level 2, Collect non-survey field data using hand tapes, hand reel, and rods, and for Level 3 collect field survey profile and cross-section topographic data prepared by an experienced surveyor.) Task 4: Drainage System Description and Problem Screening Each drainage system component and problem shall be addressed in the Off-Site Analysis Report: on a map (Task 1), in the narrative, and in the Drainage System Table (See Reference 10B). Drainage system components: The following information about drainage system components such as pipes, culverts, bridges, outfalls, ponds, tanks, and vaults shall be included in the report: Location (corresponding map label and distance downstream/upstream from site discharge) Physical description (type, size, length, slope, vegetation, and cover) Problems Field observations Existing/potential problems: All existing/potential problems (ponding water, high/low flows, siltation, erosion, etc.) identified in the resource review or field inspection shall be described in the report as follows regardless of whether the proposed project may or may not aggravate the problem. Then, problems that are not of concern will be screened from further analysis. Type of problem: magnitude, frequency, and/or duration Description of problem: ponding water, high or low flows, siltation, erosion, slides Magnitude of or damage caused by problem: siltation of ponds, dried up ornamental ponds, road inundation, flooded property, flooded building, flooded septic system, significant destruction of aquatic habitat or organisms. General frequency and duration of problem (Dates and time problem occurred, if available) Design storm or flow (cfs) of the water when problem occurs (Optional for Level 1 and required for Levels 2 and 3) Water surface elevation when problem occurs (for example, elevation of building foundation, crest of roadway, elevation of septic drain fields, or wetland/stream high water mark) Names and concerns of involved parties (Optional for all levels of analysis) Current mitigation of problem Possible cause of problem Why the proposed project will or will not aggravate (increase the magnitude, frequency, or duration) the existing problem nor create a new drainage problem. For example, the problem will not be aggravated if: (1) it is an upgradient drainage problem that will not effect or be affected by project drainage systems; or (2) it is a flooding problem and the project will not increase the elevation, duration, or frequency of elevated water; or (3) it is a capacity problem and the project proposes controls (pipes, culverts, channels, etc.) that will convey runoff as specified in Core Requirement #4: Conveyance System. es 1.2.2-3 11/92