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HomeMy WebLinkAboutLUA02-086 • cs� CITY OF RENTON t. 4 - •-ri:. `� I Hearing Examiner �Q foe ou 1055 South Grady Way Renton Washingtonp F 'RST .CLASS SE 0$1 11 13102 Pia .5 ?+. ADDRESS SERVICE REQUESTED i� ^-, • 7130675 U.S. P087AGE i Myrte Farr Estate 8441 110th Avenue SE t:`'a ?a'�" h_ Renton, WA 98055 ' " °"a'` Y, anti A ' „ p CITY OF RENTON a� �y- � .,;,7=' NA Planning/Building/Public Works ptq ,*� 1055 South Grady Way Renton Washington 98055 ou AUs 2 6'0 2 10 0taill l E 0 3 5 2 ADDRESS SERVICE REQUESTED PRSRT FIRST-CLASS SEA WA .sT.1 08/2 12 PBMETER • 7123839 u.s. POSTAGE ck), Myrtle Farr Estate 8441 110th Avenue SE 62 -0Q to Renton, WA 98055 MICROFILMED Pd' SUCH c��;, 1 ADDRESS m ea w 1 [�'r`•l�:(, • ;l r.�.0n�-, i'i, I,N!'1 M sitic"sts/'G�:� f'l+,titliiiimlltllt'tifllilllllt'tllitllllitlt�7fltflllllti 0 © CITY OF RENTON 'r;"SZ'!46 ...IL Planning/Building/Public Works 13 s►. ac10�'02ie • 03 I * it T055 South Grady Way Renton Washingto ssQ�5 ., .�,.�, 5 PRSRT f I RST -CLASS :SEA lii81._1.01.► : 102 P: METER ADDRESS SERVICE REQUESTED 7123839 U.S. POSTAGE 1* 3 MICROFILMED . / o DEVELOPMENT SERVICES Myrtle Farr Estate CITY OF RENTON 8441 - 110th Avenue SE G Renton, WA 98055 OCT 16 2002 RECEIVED _.._,._ IN t (/1Oo "\ 1 P a Wd ,� ^ETURN TO SENDER `� ,( trebts.swasways ii,I, I„I,Ii,,,,i,I„I1l, II,„I,I„II,,,IJ,I,i„I,iu,ii,I a © CITY OF RENTON ; =..may ,t " Planning/Building/Public Works j 4 ZI A • 1055 South Grady Way - Renton Washington 98055 �aU y AUG 0 TO Z �Aidi •:� o ,3 5 2 • 4'Y ADDRESS SERVICE REQUESTED c� 7123839 U.S. POSTAGE ; vMICROFILME eZ ECM PRESORTED &Ea W . 961 U,l 9 DEvEciTY co m i Ot , C� `� Mytle Farr Estate v 8441 110th Ave. SE AUG i 9 2062 Renton, WA 98055 RECE!V : ct:, :-.2. Ilikil,;iellwil:li;l,l,!,6111 I,tIl„I,l,,,/I„i1,i„ii,,,i,l,i,iiii,i,fi„ii a p CITY OF RENTON F _- ..1 .xim,.._._._. mil Planning/Building/Public Works c J �, Cv Au6 aro2 red ag = Q .33 2 1055 South Grady Way - Renton Washington 98055 W y :� ADDRESS SERVICE REQUESTED L" 1P MITER u.s. POSTAGE s RR VI 62 FCM. PRESORTED SEA WC' . 9'81 334570 0165 OT c Ralph Shaw DEVELOP 8415 110Th P1 SE C/71 MEN/P Renton, WA 98056 JU OFREMONNIN� ivy t ?� t! M ICROFILMEE REcEi �; QED `3 '�,. t, i cffirCWx -o.. it:i::Ll:ll;:::i:LlL:ll,l I,ItiIIJJiiilli„l1i„Il!IIl,IfISIIIl,ItllfId ";,> a 1 i.1i'` a © CITY OF RENTON R..r ;, Z ,rr-___ ..LL Planning/Building/Public Works is 1; o 1055 South Grady Way - Renton Washington 98055 W h SEP t TO Z it fr a 3 5 2 PRSRT F 1 RST-CLASS SEA \A? ` i1 0911 . 0 . PB METEa * ADDRESS SERVICE REQUESTED _ 7123839 U.S. POSTAGE * 0z_ C (h° Myrtle Farr Estate 8441 110th Avenue SE Renton, WA 98055 MICROFILMED ED -10 SUCH 17-„14 ,ui, t.,.<d3S 6L ADDRESS m w r,ET'JRN I) 'SENDER a, d 1 laig400110,106 Il,t„I„I,II,,,,I,I„I,l,,,fl,,,i,l„t1,,,i,1,1,1„I,I,,,II,1 MICROFILMED 3 - SEC.32,TWP.24 N.,RGE.5 E.,W.M. "T . � I I s F 11 I1lF91 .. I I a\Ex:SM„�Zra WV EL"r,650 T.58803B ���''/�I Z z LOT �'' ate— sake r-M W U I 0 CI ., ' p��g smw nraror 'n S w IRi _ II l f U /I/ r vv-- i • N W Ili ailI ji-1- Q/9 � �� \1.\ . `— —teale ;•, . ad .+ h" ,' � 1. m3 Wn>..: m II _ f. � FLL ` '—_—_ 1 ,co. i/t'�'te,':,�:::^` 1 w - I A— ---TBAI`T-' -� --`I N ikii ill 0. 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FX 6 LB-204 THE 11 12.COW INV EL. t s 1121.3 r,agyEx,va ,Y4 i•• '�.I�/,^• �`�"-, '"1,/r �4$ j��TT<w,T<B a Is BB B w N�. / %/ fENERAt NOTes i f• • B,Y� i� ,001 � riiu•• l / , NOW AREA-51,202 K R COWL WV a r \ \ \ EX C81205 TYPE I 8 �1. // 00 / ntEs y(J � Ex ssYR=�=—L .I/��� ,Al A �-s) eoT"Ow��Tw.�c<<. r 9 aBtio / / v)� (FILL-GPNiWI�i CY.LYA1ENALTONS) Me El Wall p. :� � I SBu 9 °w• , / YET TO BE UEIERYM/mj xv a. NAM I 1I 1/�I� g STAMP c A , / / // a<. e c r: _ I `�,I, ,/,., u Si STAMP NOT VALID / // 1 �%,) UNLESS STAMPED AND DA JED ' MICROFILME SEC.32,7WP.24 N.,RGE.5 E.,W.M. "T tic,e_ .' N I r I B N 1 1fl%1 a EX.SSMHitr1 v t. v.... ., L 0t / ruv n rr6�Eo IIIL Y//i I SHORT Pt.AT 555035 y C a ��� • I ;2r7 w o ly U CC 0 rE 2 [n novn� rrevor '/ U -. mw.wE MV- dEZD•44'W 28B.1J• nwJ (r+`) 9 cr ii,_---- Re �a—rr- 1 i✓ i I a s ' n Orr*I $111: 1 `x m ei <, i .r.�.,cr.us"11011. "u'me.r, �^".l Y� ? 1 'amm asp' �{ / \ —'�r .� 1 { ". 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L�` i-t I °aID,"A FEr�08 z, y QV / r / /4 A ' leJ ' .m // V4 / r[[ewe wv¢. 1317 A_, / /�,//„I EX.O81203',PE r 1ar� l• erro tll /� t`v0 EX.SSY/r-P01---\ I 1 I eorrlo�u 6r�v[Ln-rscss TOP El. 16617 3rgw�' rye / NY n. rlpor r I / " I g Ir�wuu rr/10/o2 I / // / BLOCK 5 I u STAMP NOT VALID / / I � aiminseemonnimummilillMilliPm UNLESS STAMPED AND DARED / I \� I IF I SEC. 32, TWP.24 N., RGE. 5 E., W.M. { m SE DM ST ELSA RIDGE 1 �.on/1 � SITE P � SE F F J NE XS/Si 114 40' 0 40' I la INF arlx sr p Y. NE9$^ /02 40 I I = I PAW 4 "E bsr yT •E JOIN SI '4 30' q VICINITY MAP: 2 " 1 ti >W2 _ .. .. .. "I SHORT ... ......:1..:? NOT TO SCALE W l 2 p W / C > 2 2 N y S 2 �� GENERAL NOTES: N •W EX FENCE OIM/ER: MYRTLE FARR y 296 13'I 1 TO 8E REMOVED y . 8441 n01N AVE SE a,I95 r'e�w , / f01�— R' O%.1• RENTON, WASHINGTON 98055 O / 35.5' r————\ 1 $>p yt'` DEVELOPER: CAMBMOC£HOMES INC i:' E TO X.EIE REM0E [ I I //!I I \ .1,!,. ., �. 1800 NE 147H ST Z I. fit' T / / I I ®EE' rYiy{�iiYYyy� SUITE 200 LN IR f( I I -�.' W RENiCX/,WASHINGTON 98056 m I ,,/ I I/ 1--- r--', k , z ENGINEER: PETERSON CONSULTING ENGINEERS INC. y I 45• 4030 LAKE WASHINGTON BLYD NESUITE 200 I--- LILI Q RIVE .I': i BSSL( KIRKLAND, WASHINGTON 98033 CK 1.11-111 (I / 1 I0•_ 827-5874 O II I. ro BE ____.____;/.. +°�sL I ', / / ' (IXN A .ENN/FER A.VETO P.E. _ - o - li - I , ,, SURVEYOR: MEAD OILMAN&ASSOCIATES O II � P.O BOX 269 N II [:1.1 i I,I--,o --- .. /,. O N000/NNLLE,WASHINGTON 98072 Cr`� `ry EX HOUSE/'3785 ., a 20'PRIVATE ACCESS/ �/L0, V (425)486-I252 Q t;•, "• W ^ 1-STORY W/ I�" �.�'�!� .'REAR oPUBLIC SEVER F,ALITTUTY JS AND, Ow '/7E CONTACT. SNANE BARNES P.LS Z .- • ; a D.,IEME75) NT aL \ 65B (TrP.) r "+)' �� Z TOTAL AREA:0/4 62,287 SO.Fr.0.43 ACRES(GROSS)) Q ;n / /; / 3 I"' 1n ti I 4 ! / �/ �I TOTAL AREA ROADS z6J9 50.FT.(a06 ACRES) - 'w RI .7.. (- C 1 I !— I/ �'7r: a CRITICAL AREAS 15.137 SO..FT.(1J5 ACRES) W _+ V \. / `II H /% I ...I III '.4' R,a 1K NET AREA: 44,5I7 SCE FT.(I.01 ACRES) cr O _ //" I95 l"'- // L——TL 9'i f�/ '., TOTAL LOTS 6 RESIDENTIAL LOTS 2 0.1 -• TOP OF SLOWSczi pF?+B-B� / _,a•� f0t 1 ---J / A I MAX ALLOWABLE OENS/Tl*. aDu/ACRE(NET) Cr FIELD LOCATED I�, O7-o�ICN ( —_EMEpGEMCY r _1p"�',__—1//' / OP /,� PROPOSED DENSITY: 6 DU/ACRE(NET) Il �+. TURNAROUNVEHICLE D — u a+ `3'SIDE— I SS.�, / �'[� EXISIING ZONING R-8 U- 1P jr EASEMENT ' + . (TOP.) I b' '� ,. PROPOSED ZONING R-8 I` �P. ti ''I BENCHMARK AND DATUM. N 8879'S4" W ~ lI • esB 100 -- I i�/0 OTT OF BM: Q• - 3E /j 7 3-7 OF RENTON STATION Na 1893-CASEDT CCWC MON TIIN / /Q — -s•Q7� sy / ---- )/.1 .211 J-I/2'BRASS EK,DONN 1.5;AT CENTERLINE INTERSECTION ' - / •' / //'� EL 1167H AVE SE' SE BOTH ST. 'll. N„�._ -, \-�e 9cx GRAVEL OL Rl vE�y. // ^X� ,70' J i �, ELEVATION=J21.28'(97.925 METERS) �'� 4 `9�+'U�' \ \.;'�-- . ---1 .'°� _ —L.1 'Li" / •r ' awENAL BM.- '� R°•,�Y`rt eK2 "'- / // 7If p CITY OF RENTON STATION Na 266-CASED CONC MON SUN FY / - / ��//p Gr f ! EATNi1NUE TERSECN O" i/7!! / EC ti'3 $ i7 ELES)/ __ Sr DGE PAVEMENT UNCOLN AVENUE SIONAL ,JI. / `DRIVEWAY _y' \ t 22'N OF CENTERLINE DRIVEWAY TO HOUSE#3785. / — s/� , 9 ELEYAROW><129.60' I EXPIRES 11/10/02 / \� V '6� IBM-F /// /•Ov� / /� ( ( (I MUD I-�t "- I NEW/sHNER, NEST EDGE PAVEMENT UNCOLN AVENUE NE AT SOUTH UNLESTAMP SS SIGNED ANDDATED E. ‘‘.‘CI LOT NUMBER r I LOT AREA EDGE LINCOLN DRIVE NE. i / ��` / / ELEVATIONS 164.25' A / 12 3°�8 i -� TOM-A: ETE RSO N / / 3 14,506 SF SF a II A APPROX.CENTER FRONT OF SUBJECT SIDE OF LINCON AVE NE (j3785 UNCON AVE) ELEVATIONS iJ7.15' C O N S U LT I N G / / 4 ��� ( I N E E R S / 5 6,034 SF DATUM: NAND 1988(CITY d:RENTON) / 6 12.922 SF BAS OF ARV- " % I PLAT OF NN/TENAIWE,FILED IN BOOT 174,AT PAWS)9 TNRU II,UNDER RECORDING NO.9507250459,RECORDS OF KING COUNTY, WASHINGTON. 4030 Lake Washington / LEGAL DESCRIPTION: Blvd. N.E., Suite 200 / Kirkland, WA 98033 4 AAATel (425) 827-5874 z // MicROF ���� i ONS/ON NO.BLOCK,AS RECORDED IN VOL 16AO"PUTS PPAG�a Cams Faa (425) 822-7216 In OF KING CN THTY, WATT OF RSVW. WASHINGTON.SITUATE IN CITY OF RENttW,COUNTY Or K9JC,STATE OF JOB NUMBER CAME-0001 SHEET NUMBER MAR di 1 .711iuuwie reCu JtIeeL3•... use template tor 516U9 „09ZS Jasei siagei ssaippv .)Aciaaftv to 334570 0115 334570 0120 334570 0125 Richard&Nadine Apple J W H Chellson Robert Patterson 3901 Lincoln Ave NE 8189 Sandy Hook Dr 19110 172Nd P1 SE Renton,WA 98056-4215 Clinton, WA 98236-8937 Renton, WA 98058-9637 334570 0130 334570 0132 334570 0140 Rolland&Margaret Nielsen Bruce Nielsen Robert Patterson 3835 Lincoln Ave NE 3825 Lincoln Ave NE 19110 172Nd PI SE Renton, WA 98056-4213 Renton, WA 98056-4213 Renton, WA 98058-9637 334570 0145 334570 0165 334570 0170 Gordon Robert Donnell Ralph Shaw Lorelie Shaw PO Box 2576 8415 110Th PI SE 3828 Lincoln Ave NE Renton, WA 98056-0576 Renton, WA 98056 Renton, WA 98056-4212 334570 0171 334570 0181 334570 0182 Richard Jaslowski Ronald Dohrn Ronald Dohrn 3865 Monterey PI NE 3767 Monterey PI NE 3767 Monterey PINE Renton,WA 98056-4209 Renton, WA 98056-4210 Renton, WA 98056-4210 334570 0185 334570 0200 334570 0220 Gary&Maxine Trus Sinclair Thimgan Homes Inc Delores Hines 3792 Lincoln Ave NE 10900 NE 8Th St#105 3712 Lincoln PI NE Renton,WA 98056-2005 Bellevue,WA 98004-8565 Renton,WA 98056-2060 334570 0225 334570 0235 Paul&Pamela Jo Miller Thomas Carpenter III 3623 Lincoln Ave NE 3601 Lincoln Ave NE Renton,WA 98056-2008 Renton, WA 98056-2008 M ROF ILA"`ED AVERY& Address Labels Laser 5 60T" 0 i •t5 Jai aleldwal asn Wisleays paaJ 4100ws Ie.`'•-iao. II'�1 ELSA RIDGE 7/5/02 ilk RsoN me J.WOG J.NELSON I �� I :�' — FTel.(425)822-7216 NEIGHBORHOOD DETAIL MAP NDICAM01 I J. REVISION BY DATE ADM ..�. �:., Fu U25)622-7216 8 m o ^,io -=ram. ' • a o ?M 8 po_ r2 O4 I'I III I I I --H I PARK AVE N m r--T--- - 1 1 T--- l r---- '::.':--T---T— --/ — I 11 1 - 1 1 I I 1 I I ::' I I -�--r -_'L_- 1 1 -1--- 1 1 1 1 y 1 1"x`Y,1 1L I 1 I I -- _11-J-------1 `.. II -I 1 I 1 -z- r' _-L—L__L__L_I I INTERSTATE HWY 405 I T T i I L 1I — --1—Ji T i _------ -- T--_,-___—__ J � I- 1 I 1 1 1 1 I I 1 I 1 1 11L__i IL------L---_ __.I______J_J L----- —�_'_-- ---1--�-J — — JONESAVENE— - • • L_. ___ I I- I- T — — — 3N3/�dS3NOf/T_, L___ I 1 -I I L----,----I--m Y I I :,:.. \ .. x \ \ I 1 ro y �...-, Yts\ L I i5:_ - ___-' \ I H -1 (/) T I I II—1 m I y—L—J _�L�� r 1 L J `F. 1 1 L 1 _J f-� LINCOLNAVENE ,- ♦ J DJ ���) I r--- 1-----I— --r T--r a.r.,•. I i----�-- I I ---I I 1 I I I I -I T I �� --- 1-----I I I • I -rLi 1 I--- I I \ J I 1 1-----I a?F----1 a? L-r - -71-- -4 / / y _J I I I I 1 i / ¢m 1`II 1 I I 1 / 2 co 1 1 1 1 I„^1/ I i I -L _I__,ti" 1 MONTEREY COURT NE CT F�'El'v"'``• I J ' / �'' �- I >'a; I �N�W I----1 I JI \ � 1 1-----I I ,/I 1 r i \ ,J 'y I I Ir--/ I L--1---i--J-- ' \ - I �---I I _� ABERDEEN AVE NE L 1 1 1 �L / k. _ _ \\y / ----I I I ..- --1 ---- I,...- ` T T T T T T ��'`�,�J i''� • �\\ ` �l �`1_� \ y £o. _ \ �� / 3'( I m 1----I I I I$o,r 1 I �_J / _ I 1 1 I �_-- \ j r i----i I J; �----a ELSA RIDGE SHORT PLAT/LUA02-086 PARTIES OF RECORD Lorelie Shaw Gordon Donnel 3828 Lincoln Ave. NE PO Box 2576 Renton, WA 98056 Renton, WA 98056 425-235-0935 425-881-3559 MICROFILMED Last printed 08/21/02 10:31 AM Return Address: 1111131111111111 City Clerk's Office City of Renton 20040409000671 1055 South Grady Way CITY OF RENTON EAS 22.00 PAGE001 OF 004 Renton, WA 98055-3232 04/09/2004 10:25 KING COUNTY, WA t1 I Title: EASEMENT FOR Property Tax Parcel Number: 334570-0135-01 EMERGENCY ACCESS Project File#:LUA 02-086 Street Intersection or Project Name:ELSA RIDGE Grantor(s): Grantee(s): 1. CAMBRIDGE HOMES 1. City of Renton, a Municipal Corporation 2. BANK OF AMERICA The Grantor,as named above,for or and in consideration of mutual benefits,hereby grants, bargains,sells and delivers to the above named Grantee,the following described property: Additional legal is on page $ of document. (Abbreviated legal description MUST go here.) LEGAL DESCRIPTION: EASEMENT FOR EMERGENCY ACCESS GRANTED TO THE CITY OF RENTON OVER A PORTION OF LOTS AI',AND 6 CITY OF RENTON SHORT PLAT NO.02-086. /q-S'Ae L+ok.bpt (A to b Q,p, 5 Ki lDU Co • )eecokl7 i NCr>, That said Grantor(s),for and in consideration of mutual benefits,grant and conveys unto the said Grantee an easement for ingress and egress over,under,across and through the following described real property in King County, Washington: This easement shall run with the land described herein,and shall be binding upon the parties,their heirs, successors in interest and assigns. Grantors covenant that they are the lawful owners of the above properites and that they have a good and lawful right to execute this agreement. 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. IN WITNESS WHEREOF.said G tor has caused this instrument to he executed this.41 day of / 20 0 °f. /VIte • ita440/1/f' I) 144:t ,Grantor By: yi ci-(1"( r /�.•„ mom BANK 0 AMERICA GrOor���.O0.2.-? N:\Projects\CAMB0001\SV\survey\EMERG-ACCESS.doc 7/2003 bh EXHIBIT'A" LEGAL DESCRIPTION A PORTION OF LOTS 5 AND 6 OF CITY OF RENTON SHORT PLAT NO. 02-086 DESCRIBED AS FOLLOWS; COMMENCING AT THE THE SOUTHEAST CORNER OF SAID LOT 5; THENCE NORTH 8829 54" WEST ALONG THE SOUTH LINE OF SAID LOT 5 A DISTANCE OF 88.48 FEET TO THE TRUE POINT OF BEGINNING; THENCE NORTH 0130'06" EAST A DISTANCE OF 22.00 FEET; THENCE NORTH 8829 54" WEST A DISTANCE OF 27.00 FEET; THENCE SOUTH 0130'06" WEST A DISTANCE OF 9.39 FEET; THENCE ALONG A CURVE HEADING SOUTHWESTERLY, SAID CURVE HAVING A RADIUS OF 20.00 FEET, A CENTRAL ANGLE OF 39 06'13" AND AN ARC DISTANCE OF 13.65 FEET, TO A POINT ON THE SOUTH LINE OF SAID LOT 6; THENCE SOUTH 882954" EAST A DISTANCE OF 31.48 FEET TO THE POINT OF BEGINNING; CONTAINING AN AREA OF 612 SQUARE FEET. s. 4O• *F M0 fs • ci • • • 33 5 • •�TERE.9,•" AL LAND EXPIRES: 3/18/05 SW 1/4, NE 1/4, SEC. 32, TWP. 24N., RGE. 5E., W.M. CITY OF RENTON, COUNTY OF KING, STATE OF WASHINGTON ACCESS EASEMENT LEGAL EXHIBIT 113)ETERSON 4030 Lake Washington OWN. BY: DATE: JOB NO. Blvd. N.E.,Suite 200 A WC 12-23—03 CAMB—0001 CONSULTING Kirkland, WA 98033 ENGINEERS Tel(425)827-5874 CHKD. BY: SCALE: Fax(425)822-7216 REM AS SHOWN Return Address: City Clerk's Office Infinittlin City of Renton 1055 South Grady Way 2004040900067 Renton, WA 98055 CITY OF RENTON EAS 23.00 PAGE001 OF 005 KING9COUNTY10WA5 • Title: 20' UTILITIES EASEMENT Property Tax Parcel Number: 334570-0135-01 Project File#:LUA 02-086 Street Intersection or Project Name:ELSA RIDGE Reference Number(s) of Documents assigned or released: Additional reference numbers are on page . Grantor(s): Grantee(s): 1. CAMBRIDGE HOMES 1. City of Renton,a Municipal Corporation 2. BANK OF AMERICA Additional legal is on page T of document. (Abbreviated legal description MUST go here.) LEGAL DESCRIPTION: 20'UTILITIES EASEMENT GRANTED TO THE CITY OF RENTON OVER A PORTION OF LOTS 1,2 3, AND 4 CITY OF RENTON SHORT PLAT NO.02-086.Ca Re.eo k06b UN DeD Kow, Co. ReCoQl�i'rtG- ylc). • 20 FT UTILITIES.doc\ Page 1 FORM 03 0013/bh/CA2-21-97 ! ,, Form 84 0001/bh IN WITNESS WHEREOF, I have hereunto set my hand and seal the day and year as written below. INDIVIDUAL 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 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 ) Me ••••piI1uap,a,. I certify that I know or have satisfactory evidence tha I Iw i ' ' , CHRISM.•y, \k• /,9 �� signed this instrument,on oath •'�%.••0-14• --:d•;-(5)% stated that 0/she/they wp/were�ut�z to e e ute the instrument and WQ: o 0T A fi y •..y acknowledged it as t e (Jf and * : C of , ,k ,a e.p�___-to be the free and voluntary act of such • G party/parties for he uses and purposes mentioned in the instrument. i�J.•�'P 'i O••r �t .., (44.).--2 9,FOFER.S�\�G'p Notary Public in and for t State of Washington �'aaaaaa.uu�•••••• Notary(Print) I..Wird --,ami oX- My appointment expires: /0- /0 -U 4— Dated: 3-k/- i/ CORPORATE FORM OF ACKNOWLEDGMENT Notary Seal must be within box STATE OF WASHINGTON )SS COUNTY OV KING ) , o e On this 4 day of 1)g A.r jam, 1-9- ,before me personally appeared VELTA M.STROM[M G .4---4 , - Fritz „:-., � to me known to e �i✓c�s� of the corporation that STATE OF WASHINGfFuted the wit m instrument,and acknowledge the said instrument to be the free and voluntary act and deed of said corporation,for the uses and purposes therein NOTARY--•—PUBkiiWntionad,and each on oath stated that he/she was authorized to execute said t and tha a seal affixed is the corporate seal of said corporation. -MISSION EXPIRES 0� , f r�C'� b.....-.....�....... .� LJ r mac. Notary Public in and for the State of Washington v ) Notary(Print) V e�-r 4 NI• rS-re o nkt 0 A,6 My appointment expires: oZ/1/e Dated: 20 FT UTILITIES.doc\ Page 3 FORM 03 00 13/bh/CA2-2 1-97 MAP EXHIBIT — — — — — —A 29 28 Y, :;:i6033 t 32 33 I II r 2 1 I 20' 10' i to' 'i I f 0 25 50 j I SCALE IN FEET 10' 3 :�''' 4 CC" Z U ,� E. monRI -c-„,of WASy/Hcs s GJ ' c 6 5 ' V �;L LAND I y`1`\\E`XPIRES. 3/18/05 NE 38TH ST UTILITY EASEMENT SW 1/4, NE 1/4, SEC. 32, TWP. 24N., RGE. 5E., W.M. LEGAL EXHIBIT . DWN. BY: DATE: JOB NO. ETERSON 4030 Lake Washington Blvd. N.E.,Suite 200 A WC 12-23—03 CAMB—0001 CONSULTING Kirkland, WA 98033 Tel(425)827-5874 CHKD. BY: SCALE: ENGINEERS Fax(425)822-7216 REM AS SHOWN Return Address: City Clerk's Office A' 1L /t11IiImuIflvi00669 1055 South Grady Way PACE001 OFN005 EAS 23.00 Renton, WA 98055 KING9/ 00 COUNTY10WAS Title: 10'UTILITIES EASEMENT Property Tax Parcel Number: 334570-0135-01 Project File#:LUA 02-086 Street Intersection or Project Name:ELSA RIDGE Reference Number(s)of Documents assigned or released: Additional reference numbers are on page . Grantor(s): Grantee(s): 1. CAMBRIDGE HOMES 1. City of Renton,a Municipal Corporation 2. BANK OF AMERICA Additional legal is on page i- of document. (Abbreviated legal description MUST go here.) LEGAL DESCRIPTION: 10' UTILITIES EASEMENT GRANTED TO THE CITY OF RENTON OVER A PORTION OF LOTS 1, 4, AND 5 CITY OF RENTON SHORT PLAT NO.02-086,45Re-ccf'tbed u,)Dek E{;rV G Co. RecokbinG )1o. . c Drt,5 10 FT UTILITIES.doc\ Page 1 FORM 03 0013/bh/CA2-21-97 Form 84 0001/bh IN WITNESS WHEREOF, I have hereunto set my hand and seal the day and year as written below. INDIVIDUAL 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 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 ••*s��m���ae.q� COUNTY OF KING ,0•� CHRl$T•(4 I certify that I know or have satisfactory evidence that 71.00/ � �•.•Q ••oy,M�EkA••2�',�� signed thisJ instrument,on oath • Q �' f A •• • O stated that tQshe/they was/4vere as�{thorized t �execteto the instrument and tau-; ' R Y ' : acknowledged it as the (f f.(_Q 4 t t 21 ��� * ,�, * : of 7 11,1 9 Qiyq�� to be the free and voluntary act of such •o':00 PUBI\G��o.O=a party/parties for e ses andpurposes mentioned in the instrument. •,��'�9TF OBER 1Q•\.cj .•, Op WASH••°• NotaryPublic in and for the to pf Washington •h....n..P• Notary(Print) -1-1,i'(EA (114 ,S a 0j114 My appointment expires: I0-10 _67' Dated: 3• )-1/ CORPORATE FORM OF ACKNOWLEDGMENT Notary Seal must be within box STATE OF WASHINGTON )ss COUNTY OF KING ) eCeo�f On thin 4/iZ day of ,t9 ,before me personally appeared VELTA M.STROMBERG - �-� ee/ �t�z.�(.�e -ems to me known to be of the corporation that STATE OF WASHINGTAt ute)the ithin instrument,and acknowledge the said instrument to be the free NOTARY—•—PUBL volu itary act and deed of said corporation,for the uses and purposes therein mentioned,and each on oath stated that he/she was authorized to execute said MY COMMISSION EXPIRES iir401169elt and t t the seal affixed is the corporate seal of said corporation. Notary Public in and for the State of Washington Notary(Print) Vi L.T A 4i- S "T R o M B C 4' My appointment expires: a/ 8/e 7 Dated: 10 FT UTILITIES.doc\ Page 3 FORM 03 0013/bh/CA2-21-97 MAP EXHIBIT 29 28 — — — — — —� 321733 • . .,.. tzi5039 t 7 2 10'-.1.••• 0 Z 0 25 50 4 SCALE IN FEET 3 ,';,is" ' 10' . Q { • J 0 ,, E. MORRI L 1 S8829'54'E 10.00' Z 4,� y WASH]•;s . EE Nc,. L 1 �I .y5�P ° I v R=15.00 n %, iO�` 33555 ,••o L=18.46 0 • ST+R�o.• •�70 31"4 4"" L LAND 41 EXPIR : 3/18/05 NE 38TH ST UTILITY EASEMENT SW 1/4, NE 1/4, SEC. 32, TWP. 24N., RGE. 5E., W.M. LEGAL EXHIBIT DWN. BY: DATE: JOB NO. lop ETERSON 4030 Lake Washington Blvd. N.E.,Suite 200 A WG 12—23—03 CAMB—0001 CONSULTING Kirkland, WA 98033 Tel(425)827-5874 CHKD. BY: SCALE: ENGINEERS Fax (425)822-7216 REM AS SHOWN 1 II'i" I i Return Address: 20040409000668 CITY OF RENTON BS 20.00 City Clerk's Office PAGE001 OF 002 04/09/2004 10:25 City of Renton KING COUNTY, WA 1055 South Grady Way Renton,WA 98055 BILL OF SALE ( Property Tax Parcel Number: 3iy4c t ttop Project File tr: Street Intersection:LtriCAL.P.1 Owe N Address: U AA'Ca'OCOO I d t t->tcAt-N Pt..r1Q' 3-1Fi6 Lot C M A.E t, Reference Number(s)of Documents assigned or released:Additional reference numbers arc on page . Grantor(s): Grantee(s): 1.CAMP, .tt,c.ne ti-o,mvs 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: Len Size L.F.ofle Water Main L.F.of1/1 Water Main L.F.of Water Main 1 each of io Gate Valves each of " Gate Valves 1 each of Fire Hydrant Assemblies SANITARY SEWER SYSTEM: Length Size Type %sea L.F.of S 11 tovc Sewer Main L.F.of Pe Sewer Main T' L.F.of " Sewer Main \ each of 4 ' " Diameter Manholes t, each of St} " Diameter Manholes each of " Diameter Manholes STORM DRAINAGE SYSTEM: Length Size Type CA-1 L.F.of 1 Z 5D Storm Line (v i L.F.of $ " Dk Storm Line L:F:of Storm Line r2., each of $ " ►a�6r• Storm Inlet/Outlet • each of Storm Catch Basin each ofel Manhole STREET IMPROVEMENTS: (Including Curb,Gutter,Sidewalk,Asphalt Pavement) Curb,Gutter,Sidewalk 2C L.F. L.F.of Width Asphalt Pavement: eZS SY or +,,, STREET LIGHTING -D '�}- €''' #of Poles 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. Page 1 H: Page IIIIIIIIIIIIIIIIIIII Return Address: City Clerk's Office City of Renton 20040409000672 1055 South Grady Way CITY OF RENTON D 22.00 Renton,WA 98055 PAGE001 OF 004 04/09/2004 10:25 KING COUNTY, WA E2030169 04/09/2004 10:15 KING COUNTY, WA SALE $0.00 PAGE001 OF 001 _ DEED OF DEDICATION Property Tax Parcel Number: 334570-0135-01 Project File#:LUA 02-086 Street Intersection: LINCOLN AVE NE&NE 38TH ST Reference Number(s)of Documents assigned or released:Additional reference numbers are on page . Grantor(s): Grantee(s): 1. CAMBRIDGE HOMES 1. City of Renton,a Municipal Corporation 2. BANKOF AMERICA LEGAL DESCRIPTION: (Abbreviated or full legal must go here. Additional legal on page3) DEED OF DEDICATION TO THE CITY OF RENTON OVER A PORTION OF LOT 5 CITY OF RENTON SHORT PLAT NO.02-086,AS RECORDED UNDER KING CO.REC.NO. . The Grantor,for and in consideration of mutual benefits conveys,quit claims,dedicates and donates to the Grantee(s)as named above,the above described real estate situated in the County of King,State of Washington. IN WITNESS WHEREOF,I have hereunto set my hand and seal the day and year as written below. Approved and Accented BY: Gran r(s): Grantee(s): City of Renton s i ZI/ei.„;:ce„......., CAMBRIDGE HOMES,INC. ma v.,,, — athy Keolker Whae1er — ; VP, it •1 0 :1 BANK F ERICA City Clerk- Bonnie I. Walton 3,29W a INDIVIDUAL FO OF STATE OF WASHIN';TON )SS ACKNOWLEDGMT COUNTY OF KING ) I certify that I know or have satisfactory evidence that Kathy Nota r> s . box Keolker—Wheeler signed this instrument and ' ,N, acknowledged it to beI/t/her/tl4Iir free and voluntary act for the uses and purposes *Mamentioned in the instrument. 1 (it c°7041\ t 19• 4Jirt AZQ WOO" ota Public in and for the State of Washington Notary(Print) Suzann D. Lombard My appointment expires: 9/9/05 Dated: March 29, 2004 0 004 ^co9'14 IA Hforms/xxxFRM/AGREE/EISaRidgeSHPLDEED.DOC\CoR Page 1 FORM 04 0001/bh EXHIBIT"A" LEGAL DESCRIPTION THAT PORTION OF LOT 5 CITY OF RENTON SHORT PLAT NO. 02-086 DESCRIBED AS FOLLOWS; 1! COMMENCING AT THE NORTHEAST CORNER OF SAID LOT 5; THENCE SOUTH 0139'47" WEST ALONG THE EAST LINE OF SAID LOT 5 A DISTANCE OF 45.04 FEET TO THE TRUE POINT OF BEGINNING; THENCE ALONG A SOUTHWESTERLY CURVE, HAVING A RADIUS OF 15.00 FEET, THROUGH A CENTRAL ANGLE OF 89 50'19" AN ARC DISTANCE OF 23.52 TO A POINT ON THE SOUTH LINE OF SAID LOT 5; THENCE SOUTH 8829'54" EAST ALONG SAID SOUTH LINE A DISTANCE OF 14.96 FEET TO THE SOUTHEAST CORNER OF SAID LOT 5; THENCE NORTH 0139'47" EAST ALONG THE EAST LINE OF SAID LOT 5 A DISTANCE OF 14.96 FEET TO THE POINT OF BEGINNING. CONTAINING AN AREA OF 48 SQUARE FEET. MOR)? '�tL�,P OFr WASh7.*• r 33 5 ,.* :T 11 ow, '1 L LAND O EXPIRES: 3 18 05 SW 1/4, NE 1/4, SEC. 32, TWP. 24N., RGE. 5E., W.M. DEDICATION CITY OF RENTON, COUNTY OF KING, STATE OF WASHINGTON LEGAL EXHIBIT DWN. BY: DATE: JOB NO. y D�,ETERSON 4030 Lake Washington r Blvd. N.E., Suite 200 AWG 12-23-03 CAMB—D001 C'ONSU LTI NG Kirkland, WA 98033 E N G I N E E R S Tel (425)827-5874 CHKD. BY: SCALE: Fax (425)822-7216 REM AS SHOWN CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS MEMORANDUM DATE: April 6,2004 TO: Bonnie Walton, City Clerk's Office FROM: Carrie K. Olson,Plan Review x7235 SUBJECT: ELSA RIDGE SHORT PLAT LUA-02-086-SHPL Attached please find the above-referenced original mylar and one copy mylar, and four paper copies of the mylar for recording with King County. Also, two original documents to be recorded along with the short plat mylar. The recording instructions in order are as follows: 1. Record the short plat mylar. 2. Record the DEED OF DEDICATION document and write the recording number in the space provided on the mylar(sheet 2 of 2, Lot 5) 3. In the space provided on the 2-UTILITIES EASEMENT documents and the 1 EASEMENT FOR EMERGENCY ACCESS,please write the recording number of the recorded short plat mylar before recording these three easement documents. 4. Record the UTILITIES EASEMENT documents and write the recording number in the space provided on the mylar. 5. Record the EASEMENT FOR EMERGENCY ACCESS document and write the recording number in the space provided on the mylar. 6. Request King County to return the executed copy mylar to us for our records. Please have the Courier take these documents via 4-hour service. A check in the amount of$15.73 made out to CD&L is attached. According to Finance,the King County recording fees for this and all subsequent plat recordings should be charged to account#000000.007.5590.0060.49.000014. Please call me if you have any questions. Thank you. The original Bill of Sale included with this packet may be recorded too,but,has no sequence of order with the other documents. cc: Kayren Kittrick(Notice of Recording) Jan Conklin(Please provide PID/recording#'s to Sonja,Carrie,and Andree) Holly Graber(Notice to final short plat on Permits Plus) Carrie Olson(Provide any unpaid SDC/SAD fees to Jan for posting to parcels on Permits Plus) Yellow File \\I:\PlanReview\COLSON\Shortplats 2003\Elsa Ridge SHPL 16m Clerk Record.doc CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS MEMORANDUM DATE: April 5, 2004 TO: Gregg Zimmerman, PBPW Administrator FROM: Carrie K. Olson,Development Services/Plan Review x7235 (� SUBJECT: ELSA RIDGE SHORT PLAT LUA-02-086-SHPL Technical Services and Development Services have reviewed and recommended approval for the above-mentioned short plat. Requirements and conditions have been fulfilled, fees paid. Two original mylars are attached and are submitted for your review and signature. Please return mylars to me for recording. Thank you. cc: Kayren Kittrick Yellow File \U:\PlanReview\COLSON\Shortplats 2003\E1saRidgeSHPL 04m ZimSign.doc 1 I .► CITY OF RENTON Planning/Building/PublicWorks Department Kathy Keolker-Wheeler, Mayor Gregg Zimmerman P.E.,Administrator April 2, 2004 Mr. Rick Finkbeiner Cambridge Homes, Inc 1800 NE 44th Street,#200 Renton WA 98056 SUBJECT: ELSA RIDGE SHORT PLAT LUA-02-086-SHPL Dear Mr Finkbeiner: The review submittal on the above-mentioned short plat has been completed and the following comments have been returned. SHORT PLAT REVIEW COMMENTS: (These item are required to be completed prior to recording of the short plat.) • Pay Transportation,Park, and Fire Mitigation Fees for 5 Lots in the amount of$8,682.55 under LUA01-029. These fees may be paid at the Customer Services Counter on the 6th floor of Renton City Hall. When the above items are completed,you may submit the signed and notarized short plat mylar(one original mylar and one copy(on mylar)of each sheet)along with a check in the amount of$15.73 (current courier fee) made out to CD&L. Should you need to discuss any portion of this letter please contact me at(425)430-7235. Sincerely, Ka.dierY\ Carrie K. Olson Development Services,Plan Review FAXED TO:.6Rebecca Saur 425-822-7216 Mr.Darrell Offe,423-988-0292 e-mailed to: Earl: Peterson Consulting Engineers: Yellow File I:\PlanReview\COLSON\Shortplats 2003\ElsaRidgeSHPL I IL ChangeRequestStop.doc 1055 South Grady Way-Renton,Washington 98055 R. E N T O N AHEAD OF THE CURVE 0 This paper contains 50%recycled material,30%post consumer CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS MEMORANDUM DATE: March 25, 2004 TO: Juliana Sitthidet, Plan Review ROUTE TO: Kayren Kittrick, Plan Review FROM: Carrie Olson,Plan Review SUBJECT: ELSA RIDGE SHORT PLAT LUA-02-086-SHPL Attached is the most recent version of the above-referenced short plat drawing. If all review concerns have been addressed,please sign below or return your comments as needed. Thanks. Also for your information and review are the following documents: Final Deed of Dedication and Utilities and Emergency Access Easements are available in the LUA02-086 file located at my desk if you feel the need to review them again. dee ,d„,,d pica 7-24:9-e cie41,6ed 6,fi i•c.i) ot--k---t_44- 02 - o� I 3- to Approval: , \.'?/"\041 , Date: 3�.2C/6?/ I*Kittric liana c• Cc: Yellow File I:\PlanReview\COLSON\Shortplats 2003\ElsaRidgeSHPL 12m PR ReviewStart.doc CITY OF RENTON c 1'4N PLANNING/BUILDING/PUBLIC WORKS 0:7)- 11 CO MEMORANDUM yssFti TWOS DATE: January 22, 2004 TO: Bob Mac Onie,Technical Services Sonja Fesser, Technical Services FROM: Carrie Olson,Plan Review x7235 C1 SUBJECT: ELSA RIDGE SHORT PLAT LUA-02-086-SHPL SHORT PLAT AND LEGAL REVIEW Attached is the most recent version of the above-referenced short plat. The following attachments are enclosed for your review: • Deed of Dedication document • Utilities Easements(10' and 20') • Emergency Access Easement • Short Plat drawings If all review concerns have been addressed, please sign below or return your comments as needed. Thanks. H47T-E IS Approval: ��� \ ate: ( ZqkbC4 Robert T ac Onie,Jr. Sonj F sse Cc:Yellow File I:\PlanReview\COLSON\Shortplats 2003\ElsaRidgeSHPL 08m PR-TS ReviewStart.doc CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS MEMORANDUM DATE: March 31, 2004 TO: Jason Jordan,Planning FROM: Carrie Olson,Plan Review 00 SUBJECT: ELSA RIDGE SHORT PLAT LUA-02-086-SHPL Attached is the LUA folder for the above-mentioned short plat. We are in the final review stage of recording this short plat. If you find any short plat requirements that have not been properly addressed, please let me know. Please return comments and folder to me by April 7, 2004 so I can proceed to final recording. Thanks. • Mitigation Fees have been posted to the LUA and will be paid prior to recording. • Demo Permit B030447 was finaled 8-15-03. Approval: , Date: C L Jaso &clan Cc:Yellow File I:\PlanReview\COLSON\Shortplats 2003\ElsaRidgeSHPL 14m PlanningReview.doc • f✓A. ASSIGNMENT OF FUNDS . :4>,j.-4 , 3-r711`L TO THE CITY OF RENTON APPLICANT: 41W i I awki 'S /tk BANK: /C al lea- Owner: gm h ' ' ',A Branch: l Address: /,,// li Address: lit, - le i4a • j ZOO L� , / 9�0,% Gam!'`�- '/ Phone: ' S' 71 • 12:5 Phone: AZ •5 5_.0,445 FAX: "- ,2 7/- /7 1 FAX: Ze6P, s"'- 6475 Attention: RiC &)jLf!/nrr' Attention: et0- 1 /iiOl re... Title: n,V'' Title: Ye4 fir.riee,,0274 The above references_Lank hereby certifies that 1 T / /' FilAi /����Q"t.Gc�se4e- I/d dollars ($ 7c% ) is on deposit in the acc nt number 10. SS ?[ -2-D , under the nam -e of City of Renton, to secure the applicant's performance of the follovGing work required in connection with the plat or project described d below. Plat or Project: e? A/6f L(/t '�i//(P,06 -5/IP4 ,,�.I Location Address of Plat or Pro'ec� )1 /M' fbi i � 378.E G� co �c �'/i ,Qet�t The required work is generally described as follows: 1f)j /I iipr* C� /4411°' core, 7/7/147 5%�illifer- l%� /'G d leee/ . 04 ghtier The bank hereby certify and agrees that these funds will not be released without written instructions from an authorized agent of the City of Renton (the City). We further agree that these funds will be paid to the City within 10 days of receiving written notice that the City has determined that the required work has not been properly performed. The bank shall have no duty or right to evaluate the correctness or appropriateness of any such notice or determination by the City and shall not interplead or in any manner delay payment of said funds to the City. The applicant hereby agrees to this assignment of funds and that its obligation to perform the required work is not limited to the amount of funds held by the bank. This Assignment of funds is irrevocable and cannot be cancelled by the bank or applicant. Applicant: Bank: . _Ad /AV' .. • Authorized PAide'1611' ,,Z7 / . )�e nature Signature Au or led gnature 6-e A/KBE/N/,e, /°eLs. ...Ad ` 0 02C Name, Title N. e, T. . ��O <- 22-- 04/ I .- Date Date 'P9 1 CITY OF RENTON 1055 S. Grady Way Renton, WA 98055 Printed: 04-05-2004 Land Use Actions RECEIPT Permit#: LUA02-086 Payment Made: 04/05/2004 12:03 PM Receipt Number: R0401676 Total Payment: 8,682.55 Payee: CAMBRIDGE HOMES Current Payment Made to the Following Items: Trans Account Code Description Amount 3021 303 .000.00.345.85 Park Mitigation Fee 2,653 .80 5045 304.000.00.345.85 Fire Mitigation-SFR 2,440.00 5050 305.000.00.344.85 Traffic Mitigation Fee 3,588.75 Payments made for this receipt Trans Method Description Amount Payment Check #25741 8,682.55 Account Balances Trans Account Code Description Balance Due 3021 303 .000.00.345.85 Park Mitigation Fee .00 5006 000.345.81.00.0002 Annexation Fees .00 5007 000.345.81.00.0003 Appeals/Waivers .00 5008 000.345.81.00.0004 Binding Site/Short Plat .00 5009 000.345.81.00.0006 Conditional Use Fees .00 5010 000.345.81.00.0007 Environmental Review .00 5011 000.345.81.00.0008 Prelim/Tentative Plat .00 5012 000.345.81.00.0009 Final Plat .00 5013 000.345.81.00.0010 PUD .00 5014 000.345.81.00.0011 Grading & Filling Fees .00 5015 000.345.81.00.0012 Lot Line Adjustment .00 5016 000.345.81.00.0013 Mobile Home Parks .00 5017 000.345.81.00.0014 Rezone .00 5018 000.345.81.00.0015 Routine Vegetation Mgmt .00 5019 000.345.81.00.0016 Shoreline Subst Dev .00 5020 000.345.81.00.0017 Site Plan Approval .00 5021 000.345.81.00.0018 Temp Use or Fence Review .00 5022 000.345.81.00.0019 Variance Fees .00 5023 0 .00 5024 000.345.81.00.0024 Conditional Approval Fee .00 5036 000.345.81.00.0005 Comprehensive Plan Amend .00 5045 304.000.00.345.85 Fire Mitigation-SFR .00 5050 305.000.00.344 .85 Traffic Mitigation Fee .00 5909 000.341.60.00.0024 Booklets/EIS/Copies .00 5941 000.341.50.00.0000 Maps (Taxable) .00 5954 604 .237.00.00.0000 Special Deposits .00 5955 000.05.519.90.42 .1 Postage .00 5998 000.231.70.00.0000 Tax .00 ciTY OF RENTON - 1055 S. Grady Way Renton, WA 98055 Printed: 04-02-2004 Utility Services Permit RECEIPT Permit#: U030214 Payment Made: 07/08/2003 11:11 AM Receipt Number: R0304665 Total Payment: 14,978.53 Payee: CAMBRIDGE HOMES INC Current Payment Made to the Following Items: Trans Account Code Description Amount 4028 000.343.20.00.0000 Public Works Inspection 377.65 4033 401.343. 90.00.0003 Stormwater Insp Approval 930.78 4040 421.388.10.00.0020 Spec Util Connect Sewer 4,560.00 4042 401.343.90.00.0002 Sewer Inspection Approvl 641.35 4050 000.322.40.00.0000 Right-of-way Constructn 90.00 4056 421.388.10.00.0010 Spec Util Connect Water 5,525.00 4057 401.343.90.00.0001 Water Inspection Approvl 148.75 4059 401.388.10.00.0013 Misc. Water Installation 80.00 4069 421.388.10.00.0040 Spec Util Connect Stormw 2, 625.00 Payments made for this receipt Trans Method Description Amount Payment Check #24237 14, 978.53 Account Balances Trans Account Code Description Balance Due 4028 000.343.20.00.0000 Public Works Inspection .00 4033 401.343.90.00.0003 Stormwater Insp Approval .00 4040 421.388.10.00.0020 Spec Util Connect Sewer .00 4042 401.343.90.00.0002 Sewer Inspection Approvl .00 4044 401.322.10.00.0015 Sewer Permit .00 4050 000.322.40.00.0000 Right-of-way Constructn .00 4056 421.388.10.00.0010 Spec Util Connect Water .00 4057 401.343.90.00.0001 Water Inspection Approvl .00 4059 401.388.10.00.0013 Misc. Water Installation .00 4061 401.322.10.00.0020 Storm Water Permits .00 4069 421.388.10.00.0040 Spec Util Connect Stormw .00 Remaining Balance Due: $0.00 Y R Crry6- o v7pN o E D D +c— CITY CLERK DIVISION MAR 3 0 1004 �•'iN,rp� MEMORANDUM BUILDING DIVISION DATE: March 30, 2004 TO: Carrie Olson, Development Services/Plan Review FROM: • -Debbie Evans, 425-430-6513 SUBJECT: Elsa Ridge Short Plat Deed of Dedication —LUA-02-086 The attached original documents have been fully executed and are being returned to you as requested. Thank you. Attachments Return Address: City Clerk's Office City of Renton 1055 South Grady Way Renton,WA 98055 DEED OF DEDICATION Property Tax Parcel Number: 334570-0135-01 Project File#:LUA 02-086 Street Intersection: LINCOLN AVE NE&NE 38111 ST Reference Number(s)of Documents assigned or released:Additional reference numbers are on page . Grantor(s): Grantee(s): 1. CAMBRIDGE HOMES 1. City of Renton,a Municipal Corporation 2. BANKOF AMERICA LEGAL DESCRIPTION: (Abbreviated or full legal must go here. Additional legal on pages) DEED OF DEDICATION TO THE CITY OF RENTON OVER A PORTION OF LOT 5 CITY OF RENTON SHORT PLAT NO.02-086,AS RECORDED UNDER KING CO.REC.NO. The Grantor,for and in consideration of mutual benefits conveys,quit claims,dedicates and donates to the Grantee(s)as named above,the above described real estate situated in the County of King,State of Washington. IN WITNESS WHEREOF,I have hereunto set my hand and seal the day and year as written below. Annroved and Accented By: Gran r(s): Grantee(s): City of Renton • aertkei CAMBRIDGE HOMES,INC. Nava_,;: — athy Keolker Wh let' .`►J : .� . p * • v BANK OF • ERICA City Clerk Bonnie I. Walton 4,29-:b,/ r` , INDIVIDUAL FO• OF STATE OF WASHINGTON )SS ACKNOWLEDGME T COUNTY OF KING ) • I certify that I know or have satisfactory evidence that Kathy Not rps •a •+•'• box Keolker—Wheeler signed this instrument and • acknowledged it to beZlrs/her/t15r free and voluntary act for the uses and purposes mentioned in the instrument. (' . Wrap k4t11111;) o Public in and for the State of Washington Notary(Print) Suzann D. Lombard My appointment expires: 9/9/05 Dated: March 29, 2004 Hforms/xxxFRM/AGREF/ElsaRidgeSHPLDEED.DOC\CoR Page 1 FORM 04 0001/bh INDIVIDUAL 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 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 ) ��.#$%t CHR�asiek I certify that I know or have satisfactory evidence that 1 Dlr� �' �q � _ signed this instrument,on oath ;.Q�Q�co���EXA 'y(PO`.• stated that ,1Q/she/they was/were authoriz d to execute the instrument and • OTARy Z: ackn wled editasthe JiO/0/0,1Liar and * • * ` of f1-pitaa'— to be the free and voluntary act of such party/parties fof the uses and purposes mentioned in the instrument. s.sJ o�pUBLAGo'02= . _ N ��'••.�;WAS....+` N tary Publicin��� th State of.Washington (Print) U kr;drat M. My appointment expires: /0—/U 0?- Dated: 3 /y CORPORATE FORM OF ACKNOWLEDGMENT Notary Seal must be within box STATE OF WASHINGTON )ss COUNTY OF KING ) On this .' ti' day of �f a- ,20's/,before me personally appeared LP-A— r ��� �u� �.l tome known to VELTA M.STROM RG ,,�� �— of the corporation that executed fie within instrument,and acknowledge the said instrument to be the free STATE OF WASHINGN,olun.ary act and deed of said corporation,for the uses and purposes therein NOTARY—•—pigupptionec,and each on oath stated that he/she was authorized to execute said instrumen and that theal affixed is the corporate seal of said corporation. MY COMMISSION EXPIRES 0248-07 Notary Public in and for the State of Washington Notary(Print) V"��r,� ✓i1 _5Th'a 41 My appointment expires: /1/a 7 Dated: I:\Project Closeout\EASEMENT2003.DOC\ Page 3 FORM 03 0000/bh/CA2-06-2003 EXHIBIT'A" LEGAL DESCRIPTION THAT PORTION OF LOT 5 CITY OF RENTON SHORT PLAT NO. 02-086 DESCRIBED AS FOLLOWS; COMMENCING AT THE NORTHEAST CORNER OF SAID LOT 5; THENCE SOUTH 0139'47" WEST ALONG THE EAST LINE OF SAID LOT 5 A DISTANCE OF 45.04 FEET TO THE TRUE POINT OF BEGINNING; THENCE ALONG A SOUTHWESTERLY CURVE, HAVING A RADIUS OF 15.00 FEET, THROUGH A CENTRAL ANGLE OF 89 50'19" AN ARC DISTANCE OF 23.52 TO A POINT ON THE SOUTH LINE OF SAID LOT 5; THENCE SOUTH 8829'54" EAST ALONG SAID SOUTH LINE A DISTANCE OF 14.96 FEET TO THE SOUTHEAST CORNER OF SAID LOT 5; THENCE NORTH 0139'47" EAST ALONG THE EAST LINE OF SAID LOT 5 A DISTANCE OF 14.96 FEET TO THE POINT OF BEGINNING. CONTAINING AN AREA OF 48 SQUARE FEET. fi/v4viiruiiiiriiir41,i••••"••••••••••••••) N' 4� E. WA•Mont?, ., pofSy/NC.r I (y• j i .. • lb 33 15 .* • 1'L LOD0 EXPIRES: 3/18/05 SW 1/4, NE 1/4, SEC. 32, TWP. 24N., RGE. 5E., W.M. DEDICATION CITY OF RENTON, COUNTY OF KING, STATE OF WASHINGTON LEGAL EXHIBIT DWN. BY: DATE: JOB NO. 4030 Lake Washington ETERSON Blvd. N.E., Suite 200 AWG 12-23-03 CAMB-0001 CONSULTING Kirkland, WA 98033 E N G I N E E R S Tel (425) 827-5874 CHKD. BY: SCALE: Fax (425) 822-7216 REM AS SHOWN MAP EXHIBIT 29 28 32 33 ,•••rl' t '• 1 1 1 2 1 Z 4 Lu .3 c1 R=15.00 Z o 25 50 L=23.52 0 I i I a89• 50'19" v SCALE IN FEET J NIi 'tN , E. MORR, y 6 5 cr) Q, it E•pF•WASH.'• �•NI- L 1 14.96 S88 29'54"E . - L2 14.96 NO1 39'47 E , • �^ �� G 1;: L 1 �I '. 3�:`5 •• • A NE38THST ° •1„T;R:°•`•1 a AL LA EXPIR $ O S: 3/18/05 DEDICATION SW 1/4, NE 1/4, SEC. 32, TWP. 24N., RGE. 5E., W.M. LEGAL EXHIBIT DWN. BY: DATE: JOB NO. Lake Washington ETERSON Blvd. N.E., Suite 200 AWG 122303 CAMB0001 p4030 ONSULTING Kirkland, WA 98033 ENGINEERS Tel (425) 827-5874 CHKD. BY: SCALE: Fax (425)822-7216 REM AS SHOWN r • ' 1 PLEASE TYPE OR PRINT REAL ESTATE EXCISE TAX AFFIDAVIT This form is your receipt CHAPTER 82.45 RCW-CHAPTER 458-61 WAC when stamped by cashier. FOR USE AT CoUNTYT REASURFR's OFFICE (Use Form No.84-000I B for Reporting Transfers of Controlling Interest of Entity Ownership to the Department of Revenue) THIS AFFIDAVIT WILL NOT BE ACCEPTED UNLESS ALL AREAS 1-7 ARE FULLY COMPLETED eName Attn:Rick Finkbeiner. ©Name City of Renton,a Municipal Corporation . ee Cambridge Homes,Inc. m° aa`-. w Street 1800 NE 44th ST.,Ste.200 >- street 1055 South Grady Way ti o city/state/zipRenton,WA 98056 co° city/state zip Renton,WA 98055 i IIIADDRESS TO SEND ALL PROPERTY TAX RELATED CORRESPONDENCE ALL TAX PARCEL NUMBERS COUNTY TREASURER PLACE ASSESSED VALUE IF TAX EXEMPT Name (same as Grantor information) 334570-0135 Street City/State/Zip III LEGAL DESCRIPTION OF PROPERTY SITUATED IN ❑UNINCORPORATED COUNTY III OR IN CITY OF Renton Street Address(if property is improved): Deed of Dedication to the City of Renton over a portion of Lot 5,City of Renton Short Plat No.02-086,as recorded under King County Recording No. ,Records of King County Washington. Situate in the Northeast Quarter of Section 32,Township 24 North,Range 5 East,W.M.in the City of Renton, King County,Washington. • (Please see attachment for complete legal description.) ®Is this property currently: YES NO ©Description of personal property included in gross selling price,both tangible(eg;furniture,equipment,etc.)or intangible(eg;goodwill, Classified or designated as forest land? ® ® agreement not to compete,etc.) Chapter 84.33 RCW Classified as current use land(open space,farm CI go and agricultural,or timber)?Chapter 84.34 RCW Exempt from property tax as a nonprofit 0 ® If exemption claimed,list WAC number and explanation. organization?Chapter 84.36 RCW WAC No.(Sec/Sub) 458-61-420(1)(b) Seller's Exempt Reg.No. Receiving special valuation as historic 0 ® Explanation transfer to government as a development property?Chapter 84.26 RCW requirement Property Type: $land only ❑land with new building Deed Of Dedication ri land with previously used building 0 land with mobile home Type of Document ❑timber only 0 building only ./24 1_2nc� Date of Document 1 / Principal Use: 0 Apt.(4+unit) ❑residential El timber 0 agricultural IDcomcommercial/industrialGross industrialSelling Price $ 0.00 II other Road Right-of-Way Personal Property(deduct)$ is (1)NOTICE OF CONTINUANCE(RCW 84.33 OR RCW 84.34) Taxable Selling Price$ If the new owner(s)of land that is classified or designated as current use Excise Tax: State$ or forest land wish to continue the classification or designation of such Local $ land,the new owner(s)must sign below.If the new owner(s)do not desire Delinquent Interest: State$ to continue such classification or designation,all compensating or Local $ additional tax calculated pursuant to RCW 84.33.120 and 140 or RCW . 84.34.108 shall be due and payable by the seller or transferor at the time Delinquent Penalty $ / of sale.The county assessor must determine if the land transferred Total Due $ 0.00 qualifies to continue classification or designation and must so indicate below.Signatures do not necessarily mean the land will remain in A MINIMUM OF$2.00 IS DUE AS A PROCESSING FEE AND TAX. classification or designation.If it no longer qualifies,it will be removed D AFFIDAVIT and the compensating taxes will be applied.All new owners must sign. I Certify Under Penalty of Perjury Under The Laws of The State of This land 0 does ❑does not qualify for continuance. Washington That The Foregoing is True And Correct.(See back of this form). Jn f A Date �'1' 1 /.11( /l ✓ � DEPUTY ASSESSOR Signatureof Grantor/Agen (2) NOTICE OF COMPLIANCE(Chapter 84.26 RCW) Karen McFarland,Technical Services AGENT If the new owner(s)of property with special valuation as historic property Name(print) /�/ 4 wish to continue this special valuation the new owner(s)must sign below. Date and Place of Signing: ,J!Z5/266 Renton,WA If the new owner(s)do not desire to continue such special valuation,all additional tax calculated pursuant to Chapter 84.26 RCW,shall be due Signature of `'(' fly �j�Q p and payable by the seller or transferor at the time of sale. a #���" _ — L_Grantee/Agen � (3) OWNER(S)SIGNATURE Name(print)Kathy Ke er-Wheeler,MAYOR i Date&Place of Signing: -a?-•-Qi Renton,WA Perjury:Perjury is a class C felony which is punishable by imprisonment in the state correctional institution for a maximum term of not more than five years,or by a fine in an amount fixed by the court of not more than five thousand dollars($5,000.00),or by both imprisonment and fine(RCW 9A.20.020(IC)). REV 84 0001a(3-18-99)(PD 4-05-00) FOR TREASURER'S USE ONLY []COUNTY TREASURER []DEPT.OF REVENUE []COUNTY ASSESSOR []TAXPAYER CITY OF RENTON MAR 2 5 2004 RECE CITY CLER CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS MEMORANDUM 11 DATE: March 25, 2004 TO: City Clerk's Office FROM: Carrie K. Olson, x7235 ejD� Development Services,Plan Review SUBJECT: Elsa Ridge Short Plat Deed of Dedication Attached is the original Elsa Ridge Short Plat Deed of Dedication document that was accepted at the Monday, December 8, 2003 council meeting. Please route for signature by the Mayor and City Clerk and return to me for further processing. Thanks. Also,have Mayor sign four(1-original, 3-copies)Real Estate Excise Tax Affidavit form and return. cc: Yellow File \\TS_SERVER\SYS2\COMMON\l:\PlanReview\COLSON\Shortplats 2003\ElsaRidgeSHPL 13m RequestMayor-ClerkSignDeed.doc Return Address: City Clerk's Office City of Renton 1055 South Grady Way Renton, WA 98055 Title: 10' UTILITIES EASEMENT Property Tax Parcel Number: 334570-0135-01 Project File#:LUA 02-086 Street Intersection or Project Name:ELSA RIDGE Reference Number(s)of Documents assigned or released: Additional reference numbers are on page . Grantor(s): Grantee(s): 1. CAMBRIDGE HOMES 1. City of Renton, a Municipal Corporation 2. BANK OF AMERICA Additional legal is on page t-,-- of document. (Abbreviated legal description MUST go here) LEGAL DESCRIPTION: 10' UTILITIES EASEMENT GRANTED TO THE CITY OF RENTON OVER A PORTION OF LOTS 1, 4, AND 5 CITY OF RENTON SHORT PLAT NO.02-086 RpJCs+Ig p eb coo G- Co• Redo .b nG )lo• 10 FT UTILITIES.doc\ Page 1 FORM 03 0013/bh/CA2-21-97 That said Grantor(s),for and in consideration of mutual benefits, do by these presents,grant,bargain,sell, convey, and warrants unto the said Grantee, its successors and assigns,an easement for public utilities(including water,wastewater,and surface water)with necessary appurtenances over,under,through,across and upon the following described property(the right-of-way)in King County, Washington,more particularly described on page 1. (or if full legal is not on page 1--Exhibit A.) For the purpose of constructing,reconstructing,installing,repairing,replacing,enlarging,operating and maintaining utilities and utility pipelines,including,but not limited to,water,sewer and storm drainage lines, together with the right of ingress and egress thereto without prior institution of any suit or proceedings of law and without incurring any legal obligation or liability therefor. Following the initial construction of its facilities, Grantee may from time to time construct such additional facilities as it may require. This easement is granted subject to the following terms and conditions: 1. The Grantee shall,upon completion of any work within the property covered by the easement,restore the surface of the easement,and any private improvements disturbed or destroyed during execution of the work,as nearly as practicable to the condition they were in immediately before commencement of the work or entry by the Grantee. 2. Grantor shall retain the right to use the surface of the easement as long as such use does not interfere with the easement rights granted to the Grantee. Grantor shall not,however,have the right to: a. Erect or maintain any buildings or structures within the easement;or b. Plant trees,shrubs or vegetation having deep root patterns which may cause damage to or interfere with the utilities to be placed within the easement by the Grantee;or c. Develop,landscape,or beautify the easement area in any way which would unreasonably increase the costs to the Grantee of restoring the easement area and any private improvements therein. d. Dig,tunnel or perform other forms of construction activities on the property which would disturb the compaction or unearth Grantee's facilities on the right-of-way,or endanger the lateral support facilities. e. Blast within fifteen(15)feet of the right-of-way. This easement shall run with the land described herein,and shall be binding upon the parties,their heirs, successors in interest and assigns. Grantors covenant that they are the lawful owners of the above properties and that they have a good and lawful right to execute this agreement. 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. IN WITNESS WHEREOF,said Grantor has cause& .nis instrument to be executed this 4 day of kit& 20 0 • 411440/14. t iZ / IVA& S .4(. BANK F A RICA v= 1Z-1:•Jf Le( / CAMBRIDGE HOMES, C. y 10 FT UTILITIES.doc\ Page 2 FORM 03 0013/bh/CA2-21-97 I Form 84 0001/bh IN WITNESS WHEREOF, I have hereunto set my hand and seal the day and year as written below. INDIVIDUAL FORM OF ACKNOWLEDGMENT Notary Seal must be within box STATE OF WASHINGTON )SS COUNTY OF KING ) t 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 ,ossammust. COUNTY OF KING �#• OHR/ST�,,* I certify that I know or have satisfactory evidence that 7l c .A"(� • �•.•QP••0N M. E YA•• �r,, signed this instrument,on oath �Q:• v OT q R • •: stated that a'she/they was/�vere a thorized tii exec to the instrument and t- ; : * . acknowledged it as the Cl 1 Lp �./L/41 Gt- d * • E of �.11.k�, fyyf4N LA, to be the free and voluntary act of such • .O,PUBL\G o::26 party/parties for a se pu oses mentioned in the instrument. •#''•PNWAS;.•`'�� Notary Public in and for the tate pf Washington Notary(Print) 7ifta tj,j{,j.5h a 0,914 My appointment expires: /0-f0 -67" Dated: 3- CORPORATE FORM OF ACKNOWLEDGMENT Notary Seal must be within box STATE OF WASHINGTON )SS COUNTY OF KING ) eC oo zf Ow thin 4/iZ day of ,t9 ,before me personally appeared VELTA M.STROMBERG 4P/e.."--e-41.4 4-e- -1-}J to me known to be of the corporation that STATE OF WASHINGTat utedkhe ithin instrument,and acknowledge the said instrument to be the free NOTARY—•—PUBLallot volu nary act and deed of said corporation,for the uses and purposes therein mentioned,and each on oath stated that he/she was authorized to execute said MY COMMISSION EXPIRES iitSeNateit and t �t the seal affixed is the corporate seal of said corporation. -'w7 j • Zi.-4-ort Notary Public in and for the State of Washington 41) Notary(Print) VOl-T A • 6 1T k o M B C.f G My appointment expires: a/8'/e 7 Dated: 10 FT UTILITIES.doc\ Page 3 FORM 03 0013/bh/CA2-21-97 EXHIBIT"A" LEGAL DESCRIPTION A PORTION OF LOTS 1, 4 AND 5 OF CITY OF REN TON SHORT PLAT NO. 02-086 DESCRIBED AS FOLLOWS; THE EAST 10.00 FEET OF SAID LOT 1; TOGETHER WITH THE EAST 10.00 FEET OF SAID LOT 4; TOGETHER WITH THE FOLLOWING DESCRIBED PORTION OF SAID LOT 5; BEGINNING AT THE NORTHEAST CORNER OF SAID LOT 5; THENCE SOUTH 0139'47" WEST ALONG THE EASTERLY LINE THEREOF A DISTANCE OF 45.04 FEET TO A POINT OF CURVATURE;; THENCE ALONG A SOUTHWESTERLY CURVE, HAVING A RADIUS OF 15.00 FEET, THROUGH A CENTRAL ANGLE OF 70 31'44" AN ARC DISTANCE OF 18.46; THENCE NORTH 0139'47" EAST A DISTANCE OF 59.16 FEET TO THE NORTH LINE OF SAID LOT 5; THENCE SOUTH 88'29'54" EAST ALONG SAID NORTH LINE TO THE POINT OF BEGINNING. CONTAINING AN AREA OF 2,057 SQUARE FEET. `III E. MORRI o• F WASy74*SS • 1K 3 o • !siv • LA2;O EXPIRES: 3/18/05 SW 1/4, NE 1/4, SEC. 32, TWP. 24N., RGE. 5E., W.M. UTILITY EASEMENT CITY OF RENTON, COUNTY OF KING, STATE OF WASHINGTON LEGAL EXHIBIT DWN. BY: DATE: JOB NO. ETERSON 4030 Lake Washington Blvd. N.E., Suite 200 AWG 12-23-03 CAMB-0001 CONSULTING Kirkland, WA 98033 Tel (425)827-5874 CHKD. BY: SCALE.' ENGINEERS Fax(425) 822-7216 REM AS SHOWN MAP EXHIBIT _ _ 28 —�,-, '; t 32 33 1 1 2 1 Z 0 25 50 4 j l I SCALE IN FEET li J 1I/„ O O.4 E.• M01�RrS L 1 S88 29 54'E 10.00' L 1 Z 4 PEE pF wnsH,N�. o •• 6 io <t' a- Ct.A �� • 5 1 ., R=15.00 •") 1:. 3555 ,•`o Q` L=18.46 0 I' • .TE•R+0.• I�, 6=70 31'44" ( L LANDS" y, EXPIR : 3/18/05 NE 38TH ST40. UTILITY EASEMENT SW 1/4, NE 1/4, SEC. 32, TWP. 24N., RGE. 5E., W.M. LEGAL EXHIBIT DWN. BY: DATE: JOB NO. po ETERSON 4030 Lake Washington Blvd. N.E., Suite 200 AWG 12-23-03 CAMB-0001 CONSULTING Kirkland, WA 98033 ENGINEERS Tel (425)827-5874 CHKD. BY' SCALE: Nam= Fax (425) 822 7216 REM AS SHOWN Return Address: City Clerk's Office City of Renton 1055 South Grady Way Renton, WA 98055-3232 Title: EASEMENT FOR Property Tax Parcel Number: 334570-0135-01 EMERGENCY ACCESS Project File#:LUA 02-086 Street Intersection or Project Name:ELSA RIDGE Grantor(s): Grantee(s): 1. CAMBRIDGE HOMES 1. City of Renton, a Municipal Corporation 2. BANK OF AMERICA The Grantor,as named above, for or and in consideration of mutual benefits,hereby grants,bargains,sells and delivers to the above named Grantee,the following described property: Additional legal is on page .q of document. (Abbreviated legal description MUST go here) LEGAL DESCRIPTION: EASEMENT FOR EMERGENCY ACCESS GRANTED TO THE CITY OF RENTON OVER A PORTION OF LOTSA',AND 6 CITY OF RENTON SHORT PLAT NO.02-086. As Ato e_okbez (A100,e_k S K i pG Co • leecok0 i NG-)11:,. That said Grantor(s),for and in consideration of mutual benefits,grant and conveys unto the said Grantee an easement for ingress and egress over,under,across and through the following described real property in King County,Washington: This easement shall run with the land described herein,and shall be binding upon the parties,their heirs, successors in interest and assigns. Grantors covenant that they are the lawful owners of the above properites and that they have a good and lawful right to execute this agreement. 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. IN WITNESS WHEREOF.said G tor has caused this instrument to he executed this 41 gi day of tiai•_200 474 —41 /V itt* AZ i t 4 t k t / I / Grantor By: /4,7 u,tc;( ,l:' .,_i.ti j� ;y�,,- BANK 0 AMERICA Gr for N:\Projects\CAMB0001\SV\survey\EMERG-ACCESS.doc 7/2003 bh Title: ACCESS EASEMENT Property Tax Parcel Number: Project File#:LUA 02-086 Street Intersection or Project Name:ELSA RIDGE INDIVIDUAL 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 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 ) ••Nu,u,p•••• I certify that I know or have satisfactory evidence tha (,1/�—� • 4,'4`` CH.... /•'•., signe this instrument,on oath GD�jM. E 2•.4 p w 't stated that iQshe/they �/were/ uthoriz toe ute the instrument and Z ; �pT A R y•• y ackno ledge it as e V r,� Y.l;f i and * of to be the free and voluntary act of such * • C party,'parties /for entioned in the instrument. • .�O. 4. • sty.���� Notary Public in and for th State,of Washington y •o•„ni.n.a WAS•••• Notary(Print) 7�Yrt � /11/ban,l d" My appointment expires: /0'/Q-0-7 Dated: 3 ,Lc f. fJ y CORPORATE FORM OF ACKNOWLEDGMENT Notary Seal must be within box STATE OF WASHINGTON )SS COUNTY OF KING 4, ) On this*' day of//),U_ h/ ,20 ✓I/,before me personally appeared me known to be mac_e.i s�j of the VELTA M.STROM f O ation th 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 STATE OF WASHINCOt?fbses herein mentioned,and each on oath stated that he/she was authorized to • NOTARY—•—puge kute said instrument and that the seal affixed is the corporate seal of said corporatim. MY COMMISSION EXPIRES 02-08-07 Notary Public in and for the State of Washington Notary(Print) 1/ l.T p- M cS T 8 a M 43 dr My appointment expires: If/m I Dated: N:\Projects\CAMB0001\SV\survey\EMERG-ACCESS.doc 7/2003 bh EXHIBIT'A" LEGAL DESCRIPTION A PORTION OF LOTS 5 AND 6 OF CITY OF RENTON SHORT PLAT NO. 02-086 DESCRIBED AS FOLLOWS; COMMENCING AT THE THE SOUTHEAST CORNER OF SAID LOT 5; THENCE NORTH 8829'54" WEST ALONG THE SOUTH LINE OF SAID LOT 5 A DISTANCE OF 88.48 FEET TO THE TRUE POINT OF BEGINNING; THENCE NORTH 01'30'06" EAST A DISTANCE OF 22.00 FEET; THENCE NORTH 8829'54" WEST A DISTANCE OF 27.00 FEET; THENCE SOUTH 01'30'06" WEST A DISTANCE OF 9.39 FEET; THENCE ALONG A CURVE HEADING SOUTHWESTERLY, SAID CURVE HAVING A RADIUS OF 20.00 FEET, A CENTRAL ANGLE OF 39 06'13" AND AN ARC DISTANCE OF 13.65 FEET TO A POINT ON THE SOUTH LINE OF SAID LOT 6; THENCE SOUTH 8829'54" EAST A DISTANCE OF 31.48 FEET TO THE POINT OF BEGINNING; CONTAINING AN AREA OF 612 SQUARE FEET. \\1fh . • Mop 4-.'of wasH� `s' tF 1'c` r : % 33 �5 ISTERo ' 4 � ALLAND EXPIRES: 3/18/05 SW 1/4, NE 1/4, SEC. 32, TWP.24N., RGE. 5E., W.M. ACCESS EASEMENT CITY OF RENTON, COUNTY OF KING, STATE OF WASHINGTON LEGAL EXHIBIT DWN. BY. DATE: JOB NO. p4030ETERSON Lake Washington Blvd. N.E.,Suite 200 AWG 122303 CAMB0001 ONSULTING Kirkland, WA 98033 Tel (425)827-5874 CHKD. BY' SCALE: ENGINEERS Fax(425)822-7216 REM AS SHOWN MAP EXHIBIT 29 28 32 33 •- IQ t I • 1 I 2 0 Z 0 25 50 3 4 j I I SCALE IN FEET Q L1 NO130'06'E 22.00' L2 N88 29'54"W 27.00' 0 40" ' L3 50130'06"W 9.39' C.) o L E. Mo1,�Rts L4 58829'S4'E 31.48' Z k 4'•.zE ova WASH74 :�P CT ---I ` , y Cl L=13.65' R=20.00 I (7, �, d=39 06'13" ,, J 0 • G.STERO . V� L4 L 88.48' A Lam S8829'54'E I yi``EXPIRES: 3/18/05 NE 38TH ST ACCESS EASEMENT SW 1/4, NE 1/4, SEC. 32, TWP. 24N., RGE. 5E., W.M. LEGAL EXHIBIT DWN. BY: DATE: JOB NO. ID ETERSON 4030 Lake Washington Blvd. N.E., Suite 200 AWC 12-23-03 CAMB-0001 CONSULTING Kirkland, WA98033 ENGINEERS Tel (425) 827-5874 CHKD. BY' SCALE: Fax (425)822 7216 REM AS SHOWN Return Address: City Clerk's Office City of Renton 1055 South Grady Way Renton, WA 98055 Title: 20' UTILITIES EASEMENT Property Tax Parcel Number: 334570-0135-01 Project File#:LUA 02-086 Street Intersection or Project Name:ELSA RIDGE Reference Number(s)of Documents assigned or released: Additional reference numbers are on page . Grantor(s): Grantee(s): 1. CAMBRIDGE HOMES 1. City of Renton, a Municipal Corporation 2. BANK OF AMERICA Additional legal is on page it of document. (Abbreviated legal description MUST go here.) LEGAL DESCRIPTION: 20'UTILITIES EASEMENT GRANTED TO THE CITY OF RENTON OVER A PORTION OF LOTS 1,2 3, AND 4 CITY OF RENTON SHORT PLAT NO.02-086.c IQe,Co kb6b uK)pek KtIO( Co. Re-cc • Q�i'riG ylv, 20 FT UTILITIES.doc\ Page 1 FORM 03 0013/bh/CA2-21-97 That said Grantor(s),for and in consideration of mutual benefits,do by these presents,grant,bargain,sell, convey,and warrants unto the said Grantee, its successors and assigns,an easement for public utilities(including water,wastewater,and surface water)with necessary appurtenances over,under,through,across and upon the following described property(the right-of-way)in King County, Washington,more particularly described on page 1. (or if full legal is not on page 1--Exhibit A.) For the purpose of constructing,reconstructing,installing,repairing,replacing,enlarging,operating and maintaining utilities and utility pipelines,including,but not limited to,water,sewer and storm drainage lines, together with the right of ingress and egress thereto without prior institution of any suit or proceedings of law and without incurring any legal obligation or liability therefor. Following the initial construction of its facilities, Grantee may from time to time construct such additional facilities as it may require. This easement is granted subject to the following terms and conditions: 1. The Grantee shall,upon completion of any work within the property covered by the easement,restore the surface of the easement,and any private improvements disturbed or destroyed during execution of the work,as nearly as practicable to the condition they were in immediately before commencement of the work or entry by the Grantee. 2. Grantor shall retain the right to use the surface of the easement as long as such use does not interfere with the easement rights granted to the Grantee. Grantor shall not,however,have the right to: a. Erect or maintain any buildings or structures within the easement;or b. Plant trees,shrubs or vegetation having deep root patterns which may cause damage to or interfere with the utilities to be placed within the easement by the Grantee;or c. Develop,landscape,or beautify the easement area in any way which would unreasonably increase the costs to the Grantee of restoring the easement area and any private improvements therein. d. Dig,tunnel or perform other forms of construction activities on the property which would disturb the compaction or unearth Grantee's facilities on the right-of-way,or endanger the lateral support facilities. e. Blast within fifteen(15)feet of the right-of-way. This easement shall run with the land described herein,and shall be binding upon the parties,their heirs, successors in interest and assigns. Grantors covenant that they are the lawful owners of the above properties and that they have a good and lawful right to execute this agreement. 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. IN WITNESS WHEREOF,said Grantor has caused this instrument to be executed this,rj/jday of ./r/ 20°4 a?Itt Attlaile**. A r)ti,Jad t 7� }� rn�f; ,N c hy . L44 v - BANK OF AMERICA CAMBRIDGE HOMES LNG. 20 FT UTILITIES.doc\ Page 2 FORM 03 0013/bh/CA2-21-97 Form 84 0001/bh IN WITNESS WHEREOF, I have hereunto set my hand and seal the day and year as written below. INDIVIDUAL 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 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 ,aaa aIII.aq.,4 I certify that I know or have satisfactory evidence tha ' ,0l o GHR/SI.4 � v'Q'� 4•Nk' 1Ji• 4.e �i� signed this instrument,on oath �.`QQ.v0N' fa'A••;ycp$ stated that i /she/they w wereAuthoriz to e e ute the instrument and �pTAq y ••. acknowledged it as t e ,(,Q I'adi and • : * C of `,a _�o be the free and voluntary act of such * • •_ G party p�orlthe uses and purposes mentioned in the instrument. �j;��PUBLIC'o': r %9): ??ER��' t�� fi t eCt/(--T, ��'•/0,6,r•yvAgN,04 Notary Public in and for t State of Washington Notary(Print) !,, 1(i £i�f7 a-i2I dx. My appointment expires: /0- /0 v"7- Dated: 3-,k/- CORPORATE FORM OF ACKNOWLEDGMENT Notary Seal must be within box STATE OF WASHINGTON )SS COUNTY OV KING ) ,A o e On this 4/ day of /))y 4.„/ , I-9- ,before me personally appeared VELTA M.STROMBJ G , ' �' � to me known to e of the corporation that STATE OF WASHINGFFuted the wit ininstrument,and acknowledge the said instrument to be the free and voluntary act and deed of said corporation,for the uses and purposes therein NOTARY--•--PUBIi ntionai,and each on oath stated that he/she was authorized to execute said ~_ — try t and tha a seal affixed is the corporate seal of said corporation. —MISSION EXPIRES 08 `7_ezte, Notary Public in and for the State of Washington Notary(Print) V e 1-i- A- Al. o /14 8 e-/?c" My appointment expires: 62,/8/e Dated: 20 FT UTILITIES.doc\ Page 3 FORM 03 0013/bh/CA2-21-97 pI ' E EXHIBIT'A" LEGAL DESCRIPTION A PORTION OF LOTS 1, 2, 3 AND 4 OF CITY OF RENTON SHORT PLAT NO. 02-086 DESCRIBED AS FOLLOWS: THE SOUTH 10.00 FEET OF SAID LOT 1; TOGETHER WITH THE NORTH 10.00 FEET OF SAID LOT 4; TOGETHER WITH THE SOUTH 10.00 FEET OF THE EAST 10.00 FEET OF SAID LOT 2; TOGETHER WITH THE NORTH 10.00 FEET OF THE EAST 10.00 FEET OF SAID LOT 3; CONTAINING AN AREA OF 2, 217 SQARE FEET. E. MORR Qco.P • ••pF�WASN7•rs .5 • 55 • ` RfC I ERE •` AL LAND EXPIR S: 3/18/05 SW 1/4, NE 1/4, SEC. 32, TWP. 24N., RGE. 5E., W.M. UTILITY EASEMENT CITY OF RENTON, COUNTY OF KING, STATE OF WASHINGTON LEGAL EXHIBIT DWN. BY: DATE: JOB NO. ETERSON 4030 Lake Washington Blvd. N.E., Suite 200 AWG 12-23-03 CAMB-0001 P ONSU LTI NC Kirkland, WA 98033 Tel (425)827-5874 CHKD. BY: SCALE: Fax (425)822-7216 REM AS SHOWN MAP EXHIBIT — .— 29 28 — — — — — —� 32 33 i f 1 i 2 1 20' 10' t f i i 0 Z 0 25 50 3 l o' j SCALE IN FEET 0 4 Z . j o 463•` ' WASH1Ns J ..4'_ , 4 6 > : r': ' ! 3.J 5 "`� o T 4 6:4,L LAN9 i EXPIRES. 3/18/05 NE 38TH ST ♦♦♦ UTILITY EASEMENT SW 1/4, NE 1/4, SEC. 32, TWP. 24N., RGE. 5E., W.M. LEGAL EXHIBIT DWN. BY: DATE: JOB NO. ETERSON 4030 Lake Washington Blvd. N.E.,Suite 200 AWG 12-23-03 CAMB-0001 CONSULTING Kirkland, WA 98033 Tel (425) 827-5874 CHKD. BY: SCALE: ENGINCERS Fax(425) 822-7216 REM AS SHOWN CcFA C BOARD OF PUBLIC WORKS Deep / :o 6.0 8:30 a.m. @ y 4/,R,enton Wednesday,November 5,2003 Conference Room1L!511 AGENDA 1. CALL TO ORDER: 2. APPROVAL OF MINUTES: Meeting minutes dated October 29,2003 were approved as presented. 3. REQUESTED ACTION: • OFF-SITE DEFERRAL, ELSA RIDGE SHORT PLAT, LUA 02-086, 3785 Lincoln Ave NE - The applicant is requesting a deferral of sidewalks, street signs, downspout infiltration systems and (2) light poles and fixtures. The deferral is for 6 months to complete recording of the short plat. • VARIANCE FROM DRIVEWAY STANDARDS, AMB PARTNERS 11 CORPORATION, 710 Powell Ave SW - The applicant is requesting a variance for maximum width for a number of driveways. 4. ADJOURNMENT: BOARD OF PUBLIC WORKS 8:30 a.m. Renton Municipal Building Wednesday,November 5, 2003 Conference Room No. 511 IN ATTENDANCE: Neil Watts,Chairman Dave Christensen,Utility Systems Juliana Sitthidet,Plan Review Larry Meckling, Building Official Jim Gray,Fire Floyd Eldridge,Police,Absent Crystal McMeans,Recording Secretary VISITORS: Bob Fadden,AMB Partners II Corp. John Robertson, AMB Partners II Corp. MINUTES 1. CALL TO ORDER: Chairman Watts called the meeting to order at 8:30 a.m. 2. APPROVAL OF MINUTES: Meeting minutes dated October 29, 2003 were approved as presented. 3. REQUESTED ACTION: • OFF-SITE DEFERRAL,ELSA RIDGE SHORT PLAT,LUA 02-086,3785 Lincoln Ave.NE—The applicant is requesting a deferral of sidewalks, street signs,downspout infiltration systems and(2) light poles and fixtures. The deferral is for 6 months to complete recording of the short plat. Action: After a short discussion, it was Moved by Christensen,seconded by Meckling,to grant the deferral for the following items until April 1,2004: 1. Final grading and installation of sidewalk(210 If x 5 feet wide) along Lincoln Ave.NE. 2. Installation of(2) street light poles and fixtures. 3. Installation of(12)downspout infiltration systems(dry well). Subject to the following conditions: • A security device acceptable to the Board be in place at 150%of the estimated cost of the deferred improvements,which is$32,436.00. • No occupancy for the houses be granted until all deferred items are installed and operational. The Board denied the request for a deferral of street signs. MOTION CARRIED. CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS MEMORANDUM DATE: March 8, 2004 TO: Karen McFarland,Technical Services FROM: Carrie Olson, Plan Review x-7235 SUBJECT: REQUEST FOR EXCISE TAX FORM FOR DEED OF DEDICATION—Elsa Ridge Short Plat LUA-02-086 Attached is a copy of the Deed of Dedication for the Elsa Ridge Short Plat. Please provide a completed Excise Tax Form for the Mayor's signature and return to me by F iday, Ftbru ry-20- 2004, for further processing. P7,�>v ' h/ According to King County's requirements, a copy of the legal description should also be attached to each page of the REETA Form after it is filled out. If you have questions regarding this request,please let me know.Thanks. I:\PlanReview\COLSON\Shortplats 2003\ElsaRidgeSHPL 10m ReqExciseTaxFormdoc ETERSON C ONSULTING TRANSMITTAL ENGINEERS mil Date March 3, 2004 File: CAMB-01 To: Carrie Olson Project: Elsa Ridge City of Renton 1055 South Grady Way Subject: Revised Deed of Dedication& Renton, WA 98055 Easement Documents Item Copies Date Description 1 1 3/3/04 Revised Deed of Dedication 2 1 3/3/04 20' Utility Easement 3 1 3/3/04 10' Utility Easement 4 1 3/3/04 Easement for Emergency Access 5 1 Package of Old Documents, Returned Per Your Request Remarks: Carrie, Following are the revised easement and deed of dedication documents for the Elsa Ridge Short Plat. Please let me know when these are approved and when you are ready for processing of the final short plat mylar. Feel free to contact me at 425-827-5874 with any questions. Thank you. n As You Requested ® For Your Approval n Return Requested ❑ For Your Information ® For Your Review n As Noted From: - a, cc: Rick Finkbeiner— ( lava' Cambridge Homes Rebe ca Saur CITE MqR ®8 ?oo 4 e0 0 ING0/1/isioN 4030 LAKE WASHINGTON BLVD. NE, SUITE 200 • KIRKLAND, WASHINGTON 98033 • (425) 827-5874 (425) 822-7216 FAX Hearing Examiners Conditions / Requirements: m 0 1. The applicant shall obtain demolition permits and complete necessary inspections a o approvals for all existing structures not located on what would become new lot � m� The satisfaction of this requirement shall be subject to the review and approval of the �rA 0 Development Services Division prior to recording of the short plat. CiZ`- G Demolition permits will be obtained for structures as described on the Civil Engineering Plans. 2. The applicant shall place "No Parking" signage near the 20-foot wide private drive serving the development. The satisfaction of this requirement shall be subject to the Development Services Division prior to recording of the short plat. "No Parking"signs have been shown on the Civil Engineering Plans near the 20-foot private drive. 3. No direct vehicular access shall be allowed onto Lincoln avenue NE from Lots 1 and 4. This condition shall be placed of the face of the final short plat prior to recording. So noted Environmental Review Committee Mitigation Measures / Conditions: 1. The applicant shall be required to adhere to all recommendations contained within the September 9, 2002 Geotechnical Report prepared by Geotech Consultants, Inc. with regard to all earthwork activities, slope setbacks and foundation design. In addition, the applicant shall include the 45-foot building setback line from the top of the ravine on the face of the final short plat. So noted 2. Temporary erosion control measures shall be maintained to the satisfaction of the representative of the Development Services Division for the duration of the project's construction. A temporary erosion control plan ("TESC") has been designed and shall be used during the construction process. f; 3. The applicant shall install a silt fence along the down slope perimeter of the area that is to be disturbed. The silt fence shall be in place before clearing and grading is initiated and shall be constructed in conformance with the specifications presented in the 1998 King County Surface Water Design Manual. This will be required during the construction of both off-site and on-site improvements as well as building construction. Silt fence has been shown on the ILCS plan, and will be installed prior to clearing and grading. 4. Shallow drainage swales shall be constructed to intercept surface water flow and route the flow away from the construction area to a stabilized discharge point. Vegetation growth shall be established in the ditch by seeding or placing sod. Depending on site grades, it may be necessary to line the ditch with rock to protect the ditch from erosion and to reduce flow rates. The design and construction of drainage swales shall conform to the specifications presented in the 1998 KCSWDM. Temporary pipe systems can also be used to convey storm water across the site. This will be required during the construction of both off-site and on-site improvements as well as building construction. This mitigation measure shall be placed on the face of the final short plat prior to recording. Drainage swales are shown on the TESC plan, and shall be used to intercept flows perpetuated from the site during construction. A rock liner for the ditch on Lincoln Place NE has also been shown on the Civil Engineering plans, which should reduce the flow rate from the storm drain outfall. 5. The project contractor shall perform daily review and maintenance of all erosion and sedimentation control measures at the site during the construction of both on-site and off-site improvements as well as building construction. This mitigation measure shall be placed on the face of the final short plat prior to recording. So noted 6. Weekly reports on the status and condition of the erosion control plan with any recommendations of change or revision to maintenance schedules or installation shall be submitted by the project engineer of record to the Public Works inspector. 4 It has been shown on the IESC plan that "weekly reports" regarding the status and condition of the erosion control facilities shall be made, and any changes or revisions to the maintenance schedule will he submitted to the project engineer at the City of Renton. 7. Certification of the proper removal of the erosion control facilities shall be required 111 prior to the recording of the final plat. So noted 8. This project shall be subject to the 1998 King County Surface Water Design Manual. So noted 9. The applicant shall pay the appropriate Fire Mitigation Fee based on a rate of$488.00 per new single-family lot prior to the recording of the final short plat. All fire mitigation fees required by the City of Renton will be paid by the applicant prior to recording the final short plat. 10. The applicant shall pay the appropriate Traffic Mitigation Fee based on $75.00 per each new average daily trip associated with the project prior to the recording of the final short plat. All traffic mitigation fees required by the City of Renton will be paid by the applicant prior to recording the final short plat. 11. The applicant shall pay the appropriate Parks Mitigation Fee based on $530.76 per new single-family lot prior to the recording of the final short plat. All park mitigation fees required by the City of Renton will be paid by the applicant prior to recording the_final short plat. Carrie Olson - Elsa Ridge Short Plat Rev`__ "Comments Page 1 From: Carrie Olson To: Earl Date: 1/30/04 9:57AM Subject: Elsa Ridge Short Plat Review Comments Please find the attached comments from Sonja Fesser regarding the Elsa Ridge Short Plat. Your job #CAMB-0001. I am attaching the City of Renton forms I was able to find on-line. For the DEED form you may have to copy the Corporate signature page from one of the other documents. Also, please remove all the references to the short plat recording number on these documents. The recording numbers of the docs will be referenced on the short plat. Thanks. If you have any questions, contact me at 425-430-7235. itor'\ CITY iF RENTON Planning/Building/PublicWorks Department J e Tanner,Mayor Gregg Zimmerman P.E.,Administrator January 30,2004 Mr. Rick Finkbeiner Cambridge Homes,Inc 1800 NE 44th Street,#200 Renton WA 98056 SUBJECT: ELSA RIDGE SHORT PLAT LUA-02-086-SHPL Dear Mr Finkbeiner: The review submittal on the above-mentioned short plat has been completed and the following comments have been returned. Please review these comments and make the necessary changes. Once changes have been completed please resubmit two copies of required documents. SHORT PLAT COMMENTS: 1. Comments noted in our December 9, 2003 memo concerning the Deed of Dedication document were not clear. Please use the City of Renton Deed of Dedication form, but note the abbreviated legal description for said dedication, as was spelled out in said December 9 memo, on this form. Said abbreviated legal description (currently correctly noted on the wrong form) should be noted on Page 1 of said approved form. 2. Comments noted in said December 9 memo concerning the City of Renton Easement for Emergency Access document were also unclear. Use the City of Renton Emergency Access form, but note the appropriate abbreviated legal description for the easement (as discussed in said December 9 memo and currently correctly noted on the wrong form)on Page 1 of said approved form. 3. Again, use the City of Renton Utilities Easement form for the two utilities easement documents,with the correct abbreviated legal descriptions noted on Page 1 thereof. 4. The short plat number to be noted over Lots 3 and 4 of the Map Exhibit (20' Utilities Easement document) should be 02-086,not"02-0862". 5. There is no direct reference to the city, county or state in the indexing portion of any of the Exhibit A pages of the aforementioned documents. Should you need to discuss any portion of this letter please contact me at(425)430-7235. Sincerely, Carrie K.Olson Development Services,Plan Review e-mailed to: Earl: Peterson Consulting Engineers: 425-822-7216 cc: Mr.Darrell Offe,Cambridge Homes,Inc, 1800 NE 44th Street,#200,Renton WA 98056 Yellow File 1 I:\PlanReview\COLSON\Shortplats 2003\ElsaRidgeSHPL 09L ChangeRequestStop.doc 1055 South Grady Way-Renton,Washington 98055 RENTON AHEAD OF THE CURVE :: This paper contains 50%recycled material,30%post consumer CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS MEMORANDUM DATE: January 27,2004 TO: Carrie Olson �( FROM: Sonja J.Fesser SUBJECT: Elsa Ridge Short Plat,Utilities Esmts.,Deed of Dedication & Emergency Access Esmt.Documents Format and Legal Description Review Bob Mac Onie and I have reviewed the above referenced short plat drawings and associated documents and have the following comments: Comments for the Applicant: Comments noted in our December 9,2003 memo concerning the Deed of Dedication document were not clear. Please use the City of Renton Deed of Dedication form,but note the abbreviated legal description for said dedication,as was spelled out in said December 9 memo, on this form. Said abbreviated legal description(currently correctly noted on the wrong form) should be noted on Page 1 of said approved form. Comments noted in said December 9 memo concerning the City of Renton Easement for Emergency Access document were also unclear. Use the City of Renton Emergency Access form,but note the appropriate abbreviated legal description for the easement(as discussed in said December 9 memo and currently correctly noted on the wrong form)on Page 1 of said approved form. 11 Again,use the City of Renton Utilities Easement form for the two utilities easement documents, with the correct abbreviated legal descriptions noted on Page 1 thereof. The short plat number to be noted over Lots 3 and 4 of the Map Exhibit(20' Utilities Easement document) should be 02-086,not"02-0862". There is no direct reference to the city,county or state in the indexing portion of any of the Exhibit A pages of the aforementioned documents. \H:\File Sys\LND-Land Subdivision&Surveying Records\LND-20-Short Plats\0318\RV040127.doc January 29, 2004 Page 2 Comments for the Project Manager: Provide the appropriate City of Renton forms, as needed,to the applicant. In our December 9 memo, we really only wanted the abbreviated legal descriptions revised onto the existing forms, not new forms. I obviously did not convey that clearly. The recording instructions for this short plat must include specific instructions that state the easement and dedication documents have to have the recording number of the short plat inserted in the spaces provided on said documents(Page 1 and Exhibit A)before said documents are recorded. The recording numbers of these documents then need to be inserted in the appropriate spaces (already provided)on the already recorded short plat document. Said cross-referencing of recording numbers is also needed between the CC&Rs document and the short plat. I�I, H:\File Sys\LND-Land Subdivision&Surveying Records\LND-20-Short Plats\0318\RV040127.doc\cor Carrie Olson - Re: Elsa Ridge Page 1 From: Carrie Olson To: Saur, Rebecca Subject: Re: Elsa Ridge There usually is a two-week turn-around per review. >>>"Rebecca Saur" <rebeccas@pcecivil.com> 01/26/04 10:48AM >>> Carrie, We resubmitted the final short plat&easement documents to you last week via Darrell Offey. Please let me know what your timing is on the review of these documents. I apologize for the confusion for this last submittal. My surveyor was working with Sonia &communication between them regarding the easements broke down due to confusion as to who the City was to be working with on these documents. Any questions or comments on these documents can be directed to Earl Morriss, PLS, at PCE 425-827-5874. We will promptly make revisions & resubmit these to your attention. Thank you. Rebecca Saur Peterson Consulting Engineers rebeccas(cr�pcecivil.com 425-827-5874 Voice 425-822-7216 Fax Carrie Olson-Elsa Ridge Short Plat ry w Page From: Carrie Olson • To: Earl -- Date: 12/23/03 3:06PM Subject: Elsa Ridge Short Plat I am about to fax the review comments and requested documents. Please white-out the fax information at the top of the forms and then copy to get clean documents to use as originals. Sorry I could not e-mail the documents you needed. Good luck. If you have any questions please contact me at 425-430-7235. Thanks. Carrie Olson PETERSON CONSULTING TRANSMITTAL ENGINEERS Date January 16, 2004 File: CAMB-01 To: Carrie Olson Project: Elsa Ridge City of Renton 1055 South Grady Way Subject: Final Short Plat - Revised Renton, WA 98055 Item Copies Date Description 1 3 1/15/04 Revised Final Short Plat 2 1 1/12/04 Plat Easements& Dedication Documents Remarks: Carrie, Following are the revised final short plat drawings for Elsa Ridge. I have also included easement and dedication documents per your conversations with Earl Morriss, PLS, Survey Manager. Please review these documents in conjunction with the revised final short plat and contact me or Earl at 425- 827-5874 with any questions. Thank you. n As You Requested ® For Your Approval ❑ Return Requested n For Your Information ® For Your Review n As Noted From: - cc: Rick Finkbeiner— 1 Cambridge Homes Re cca Saur CITY OF RENTON RECEIVED JAN 10 2004 BUILDING DIVISION 4030 LAKE WASHINGTON BLVD. NE, SUITE 200 • KIRKLAND, WASHINGTON 98033 • (425) 827-5874 (425) 822-7216 FAX • ,, ' CITX OF RENTON ..LL Planning/Building/PublicWorks Department Jesse Tanner,Mayor Gregg Zimmerman P.E.,Administrator December 23,2003 Mr. Rick Finkbeiner Cambridge Homes, Inc 1800 NE 44th Street, #200 Renton WA 98056 SUBJECT: ELSA RIDGE SHORT PLAT LUA-02-086-SHPL Dear Mr Finkbeiner: The review submittal on the above-mentioned short plat has been completed and the following comments have been returned. Please review these comments and make the necessary changes. Once changes have been completed please resubmit three copies of the short plat drawings and any other required documents. SHORT PLAT DRAWING COMMENTS: 1. Add the word "TYPICAL" to the note regarding lot corners, if what has been, or is to be, set at the corners of the lots(rebar and cap to be set LS#17672)typical for all corners(Sheet 2 of 2). 2. Note the date the existing monuments were visited,per WAC 332-130-150. 3. Note the city-designated name for the 20' private access easement(NE 38th Place) on the drawing on Sheet 2 of 2. 4. Provide a space on the short plat drawing for the recording number of the easterly 10' utility easement(to the City of Renton)on Lots 1,4 and 5 (Sheet 2 of 2). 5. Provide a space on the short plat drawing for the recording number of the 20' sewer easement(to the City of Renton)over Lots 1,2, 3 and 4(Sheet 2 of 2). 6. Item No. 5 under the "EASEMENT PROVISIONS AND COVENANTS" block states that a Homeowners Association is to be, or has been, established. Is there a CC&Rs document? If there is, reference it on the drawing and provide a space for the recording number thereof. 7. Have the signing surveyor use his own stamp, and sign and date said stamp accordingly. 8. The following paragraphs concern the dedication deed and easement documents that are to be recorded concurrently with the short plat. The assumption is that the short plat is recorded first. If this does not occur, then our comments concerning the first page of said documents and the Exhibit A page, would not be correct. Please note that the city requires all complete legal descriptions for easements and deeds (Exhibit A) to include the appropriate section, township, range and "City of Renton" in an indexing section. None of the Map Exhibits need to be stamped by the surveyor/engineer, but all of the Exhibit A legal descriptions do need to be stamped, signed and dated by the surveyor/engineer. 9. The Deed of Dedication document needs an abbreviated legal description on Page 1 that should be stated as: "Deed of Dedication to the City of Renton over a portion of Lot 5 of City of Renton Short I:\PlanReview\COLSON\Shortplats 2003\EIsaRidgeSHPL 06L ChangeRequestStop.doc 1055 South Grady Way-Renton,Washington 98055 RENTON 0 This paper contains 50%recycled material,30%post consumer AHEAD OF THE CURVE Page 2 December 23,2003 Plat No. 02-086, as recorded under King County Rec. No. ." There is no complete legal description attached (Exhibit A) to the deed document that notes the bearings, distances and curve data of the portion to be dedicated to the city. The geometry for said dedicated portion will be checked by the city. The Map Exhibit should also note the pertinent bearings and distances of that portion to be dedicated. Also,the square footage of the dedicated area. 10. The first page of the Emergency Access easement document should be similar to that of the dedication deed, except that "Easement for Emergency Access" replaces "Deed of Dedication" and the lots referenced are Lots 5 and 6. The Exhibit A legal description should include curve data for the curve noted on Lot 6 (use a metes and bounds legal description format for this easement). Note all dimensions and bearings on the Map Exhibit. 11. The 20' Utilities Easement document(page 1)should be similar to that of the dedication deed, except that "20' Public Utilities Easement"replaces "Deed of Dedication" and the lots referenced are Lots 1 through 4. Include an indexing section in the Exhibit A legal description. 12. Use the same format for Page 1 of the 10' Utilities Easement document, substituting language as needed. The Exhibit A legal description needs to reference the short plat and its recording number, plus add an indexing section. Should you need to discuss any portion of this letter please contact me at(425)430-7235. Sincerely, Carrie K. Olson Development Services,Plan Review FAXED TO: Rebecca,Peterson Consulting Engineers: 425-822-7216 cc: Mr.Darrell Offe Cambridge Homes,Inc 1800 NE 44th Street, #200 Renton WA 98056 Yellow File RENTON CITY COUNCIL Regular Meeting December 8, 2003 Council Chambers Monday, 7:30 p.m. MINUTES Renton City Hall CALL TO ORDER Mayor Jesse Tanner led the Pledge of Allegiance to the flag and called the meeting of the Renton City Council to order. ROLL CALL OF KATHY KEOLKER-WHEELER, Council President;DAN CLAWSON;TONI COUNCILMEMBERS NELSON;RANDY CORMAN;DON PERSSON; KING PARKER;TERRI BRIERE. CITY STAFF IN JESSE TANNER,Mayor;JAY COVINGTON,Chief Administrative Officer; ATTENDANCE ZANETTA FONTES,Assistant City Attorney; BONNIE WALTON,City Clerk; GREGG ZIvIMERMAN,Planning/Building/Public Works L0 Administrator;ALEX PIETSCH,Economic Development Administrator; VICTORIA RUNKLE,Finance and Information Services Administrator; ELAINE GREGORY,Fiscal Services Director; SYLVIA DOERSCHEL, Finance Analyst Supervisor;DEREK TODD,Assistant to the CAO; COMMANDER CHARLES MARSALISI,Police Department. ADMINISTRATIVE Chief Administrative Officer Jay Covington reviewed a written administrative REPORT report summarizing the City's recent progress towards goals and work programs adopted as part of its business plan for 2003 and beyond. Items noted included: * The Wal-Mart Foundation made a$1,000 donation to the Housing Repair Assistance Program for the purchase of smoke detectors and carbon monoxide detectors to be installed in the homes of clients. * The Renton Youth Health Center,formerly the Renton Teen Health Center, plans to reopen in December. King County restored the Center's 2004 funding, thereby allowing the operation of the two school-linked health centers in Burien/Highline and Renton. • King County's Renton Transfer Station,located at 3021 NE 4th St., reopened for service to the public on November 24. Hours of operation are Monday through Sunday,from 8:00 a.m. to 5:30 p.m. CONSENT AGENDA Items on the consent agenda are adopted by one motion which follows the listing. Council Meeting Minutes of Approval of Council meeting minutes of December 1,2003. Council concur. December 1,2003 Appointment: Municipal Arts Mayor Tanner reappointed Jeremy Chambers, 15823 130th P1. SE,Renton, Commission 98055; Edythe Gandy, 3807 NE 8th Ct.,Renton,98056;Nancy Hoben, 17434 128th Ave. SE,Renton, 98058; and Eleanor Simpson,418 Wells Ave. N., Renton,98055;each to the Municipal Arts Commission for a three year term expiring 12/31/2006. Council concur. Development Services: Elsa Development Services Division recommended acceptance of dedication of Ridge Short Plat,ROW additional right-of-way for a 15-foot radius at the corner of NE 38th St. and Dedication at NE 38th St& Lincoln Ave. NE to fulfill a requirement of the Elsa Ridge Short Plat(SHP-02- Lincoln Ave NE 086). Council concur. 5N-P-- 02 O ° CITY OF RENTON COUNCIL AGENDA BILL 6. c . Submitting Data: Planning/Building/Public Works For Agenda of: December 8, 2003 Dept/Div/Board.. Development Services Division Staff Contact Carrie K. Olson x7235 Agenda Status Consent X Subject: Public Hearing.. Acceptance of additional right-of-way to comply with Correspondence.. City of Renton code for new short plats. Ordinance Resolution Old Business Exhibits: New Business Deed of Dedication Study Sessions Exhibit Map Vicinity Map Information Hearing Examiner's Report Recommended Action: Approvals: Council concur Legal Dept X Finance Dept Other Fiscal Impact: N/A Expenditure Required... Transfer/Amendment Amount Budgeted Revenue Generated Total Project Budget City Share Total Project. SUMMARY OF ACTION: The area to be dedicated for additional right-of-way is a 15-foot radius at the corner of NE 38th St and Lincoln Ave NE. The dedication is a City of Renton code requirement of the Elsa Ridge Short Plat, LUA02-086, and Council acceptance of said right-of-way should be completed prior to recording deed with the short plat. STAFF RECOMMENDATION: Staff recommends that Council authorize the Mayor and City Clerk to execute the Deed of Dedication. I:\PlanReview\COLSON\Shortplats 2003\ElsaRidgeSHPL 05 AGNBILL.doc Return Address: City Clerk's Office City of Renton 1055 South Grady Way Renton,WA 98055 DEED OF DEDICATION Property Tax Parcel Number: Project File#: Street Intersection: Reference Number(s)of Documents assigned or released:Additional reference numbers are on page Gra or s : ��� Grantee(s): 1. YC.ti litiME seIK. 1. City of Renton,a Municipal Corporation LEGAL DESCRIPTION: (Abbreviated or full legal must go here. Additional legal on page ) PEEDef Peo tcoi+'l a 11AE. V-El•SV'1 2.OP E0 V NOER- rf- N(a CNkrida QQ . I v :) 1 ft' QApt u,S f R- Rtm oFmati Air pie C..mtse L cr NE ?:4 Poo UNCOt-N piveNVE NC The Grantor,for and in consideration of mutual benefits conveys,quit claims,dedicates and donates to the Grantee(s)as named above,the above described real estate situated in the County of King,State of Washington. IN WITNESS WHEREOF,I have hereunto set my hand and seal the day and year as written below. Approved and Accented BY: Grantor ): Grantee(s): City of Renton Mayor City Clerk INDIVIDUAL FORM OF STATE OF WASHINGTON )SS ACKNOWLEDGMENT COUNTY OF KING I certify that I know or have satisfactory evidence that Notary Seal must be within box 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: Hforms/xxxFRM/AGREE/DEED.DOC\CoR Page 1 FORM 04 0001/bh - Map Exhibit ELSA RIDGE A PORTION OF SW 1/4,NE 1/4,3E022,T 24 N,R 5 E W.M. CITY OF RENTON,MG COUNTY,WASF R4C1TON 3-1/7-ew, 9021 an a. 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(EXPIRES 124 1)I, C:IWTNWORDIFORMSIEA ESMT_DOC1 Page 4 FORM 03 0000/bb/CA2-2197 November 12,2002 OFFICE OF THE HEARING EXAMINER CITY OF RENTON REPORT AND DECISION APPLICANT: Rick Finkbeiner Cambridge Homes, Inc. 1800 NE 44th Street Renton,WA 98056 Elsa Ridge Short Plat File No.: LUA-02-086,SHPL-H,ECF LOCATION: 3785 Lincoln Avenue NE SUMMARY OF REQUEST: Subdivide an approximately 1.43-acre property into 6 lots intended for the development of detached 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 October 22,2002. PUBLIC HEARING: After reviewing the Development Services Report,examining available information on file with the application,field checking the property and surrounding area;the Examiner conducted a public hearing on the subject as follows: MINUTES The following minutes are a summary of the October 29, 2002 hearing. The legal record is recorded on tape. The hearing opened on Tuesday,October 29,2002,at 9:00 a.m. in the Council Chambers on the seventh floor of the Renton City Hall. Parties wishing to testify were affirmed by the Examiner. The following exhibits were entered into the record: Exhibit No. 1: Yellow file containing the original Exhibit No.2: Neighborhood Detail Map application,proof of posting,proof of publication and other documentation pertinent to this request. Exhibit No.3: Preliminary Short Plat Plan Exhibit No.4: Boundary&Topographic Survey Exhibit No.5: Tree Cutting/Land Clearing Plan Exhibit No.6: Detailed Grading Plan Exhibit No.7: Detailed Utility Plan Exhibit No.8: Detailed Drainage Plan Elsa Ridge Short Plat File No.: LUA-02-086,SHPL-H,ECF November 12,2002 Page 3 square feet each or a maximum of one at 1,000 square feet. The building height in this zone is limited to two stories and 30 feet in height for primary structures and 15 feet for detached accessory structures. The existing single-family structure does meet this requirement. Maximum building coverage is limited to 35 percent of the lot area or 2,500 square feet whichever is greater for lots over 5,000 square feet in size. Each lot is required to provide two off-street parking places. It is difficult to determine until the actual building plans are seen for the proposed lots 1, 2,4, 5,and 6 if those are provided. It does appear that there is sufficient area to provide two parking stalls. On proposed lot 3 with the existing single-family home there is area for the two parking stalls. Access to proposed lot 3 is a 20-foot wide easement over proposed lots 1 and 4 that would provide access to proposed lots 2 and 3. It is also recommended that proposed lots 1 and 4 be required to access off of the easement. Staff is asking that this condition be noted on the face of the plat so that if it is sold to a homebuilder they are aware of the condition right away. The side lot lines of the proposed plat are at right angles to Lincoln Avenue NE and Lincoln Place NE. Each lot would have access to a public road from Lincoln Avenue NE. Proposed lots 1,4 and 5 would have direct emergency vehicular access off of Lincoln Avenue NE. It is required that proposed lots 1 and 4 use the vehicular easement for vehicular access. Proposed lot 6 will have direct access to Lincoln Place NE, which is directly, south,and proposed lots 2 and 3 will be able to share the 20-foot access easement. All lot corners at intersections of dedicated public right-of-way except alleys shall have a minimum radius of 15 feet. The proposed project meets this requirement. The applicant has requested a modification to installing full frontage street improvements along Lincoln Place NE. The modification has been granted by the Development Services Administrator to allow a 20-foot wide emergency and vehicular access along the property frontage of Lincoln Place NE from the southeastern corner 160 feet back towards the west. It would be 20 foot paved, emergency and vehicular access for proposed lot 6,which has been granted through a modification request. The right-of-way for Lincoln Place is actually 60 feet. Access to the six new lots is proposed via Lincoln Place NE and Lincoln Avenue NE. The applicant is required to dedicate property along the eastern property boundary along Lincoln Avenue NE. They are also required to install lighting, curb, gutter and sidewalks along that area. Proposed lot 1 will have direct emergency vehicular access off of Lincoln Avenue. Proposed lot 4 will have the same as well as proposed lot 5. Proposed lot 5 will be the only lot that has direct vehicular access onto Lincoln Avenue NE. Staff has not imposed a condition to restrict access off of Lincoln Place NE because they were under the impression that access would come off of Lincoln Avenue NE. They are aware that proposed lot 6 will have direct access onto Lincoln Place NE. Staff does not recommend a condition eliminating access from proposed lot 5 to Lincoln Place NE. Proposed lots 2 and 4 will have vehicular and emergency access over the 20-foot easement. Proposed lot 6 has access off of Lincoln Avenue. Proposed lots 1 and 4 will have emergency access off of Lincoln Avenue; however,vehicular access will have to be oriented to the 20-foot easement. In order to insure that efficient emergency access to the development is not obstructed staff is recommending that the applicant be required to place no parking signage along the 20 foot easement between proposed lots 1 and 4. This would insure that emergency vehicles are able to access proposed lots 2 and 3. Again, staff recommends that a condition be placed on the project requiring proposed lots 1 and 4 to use this as vehicular access. The proposed subdivision is expected to generate additional traffic on the city street system. To mitigate the impacts to the local street system the Environmental Review Committee did issue a traffic mitigation fee condition requiring the applicant to pay the required fee. The fee is to be paid prior to plat approval. Elsa Ridge Short Plat File No.: LUA-02-086,SHPL-H,ECF November 12, 2002 Page 5 Bruce Nielsen, 3825 Lincoln Avenue NE,Renton,WA 98056 stated that he does have some concerns primarily with Lincoln Avenue NE. His lot is located immediately north of the subject site. On the displayed map he pointed out the areas that have been developed and sidewalks put in. Lincoln Avenue is not straight as it appears on the map. Lincoln Avenue narrows in front of his property and consequently his front lot is driven over constantly. They have no sidewalks and there is no intent to put sidewalks on his side of his street,which will put pedestrians in harms way. He is also concerned with the side of the street opposite his property;they do not have culverts they have ditches and virtually every fall or winter his mailbox floods out. With the new construction there will be additional runoff coming down Lincoln Avenue NE. The runoff has no where to go in front of his house so it goes across the road and down into the culvert. He would like to see this issue addressed with the new home construction. Ms. Steig stated that in regard to storm drainage the plan for the homes is to infiltrate the houses. Based on the geotech report the underlying soils are highly infiltrative. They will be picking up the street frontage in a conveyance system and putting it into the existing conveyance system located in Lincoln Avenue. Kayren Kittrick, Development Services Division, 1055 S. Grady Way,Renton, WA 98055 stated that when the LaCrosse development went in the requirement was that they install storm all the way down Lincoln Avenue. They had to improve it so that they could use it at least partially outside of their vault. It is very new(within six years). The catch basin at the north end of this particular short plat is designed to catch all the drainage from the roadway and direct it into the system,which should route it around the northern property. Mr.Nielsen may still have some flooding off of the roadway,as it exists now. It is unclear where all that water is coming from at this point. She added that the City of Renton does have a missing link sidewalk program,which Mr.Nielsen could put a request in for. The City has dedicated monies annually specifically for this. It is on a rating system which means if there are kids walking to school it gets a higher priority then a missing link in a rural area. Lincoln Place is a 50-foot right-of-way and is very steep. Staff has asked the Fire Department if they can vacate it; however,the Fire Department is uncomfortable with the thought because it is their only link from Jones Road below up to Lincoln Avenue. Even though they would never take a large truck up there they are sure that Paramedics would use the route. It is a very narrow,steep road and is not maintained. The modification was issued partly with the thought that the 20 feet is necessary for emergency access and it has to match the driveways to the south and the existing home,which limited the design to a certain degree. Widening the pavement to 20 feet to meet the Fire Department needs as well as have a turnaround but they did not want it developed any further then absolutely necessary so as not to encourage people to use the road. Ms. Steig in regard to the access question on proposed lot 5,the applicant would obviously prefer to have the option of going from Lincoln Avenue however, if that were an imposed condition they could work with it. It is more marketable from Lincoln Avenue for the applicant. 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 9:54 a.m. FINDINGS,CONCLUSIONS&DECISION Having reviewed the record in this matter,the Examiner now makes and enters the following: FINDINGS: 1. The applicant,Rick Finkbeiner, filed a request for approval of a short plat. 2. The yellow file containing the staff report,the State Environmental Policy Act(SEPA)documentation and Elsa Ridge Short Plat File No.: LUA-02-086,SHPL-H,ECF November 12,2002 Page 7 their natural state and that two setbacks be created. There would be a 45 foot setback in which no structures or foundation would be permitted. In addition,there would be a 10-foot buffer,which would not be disturbed in any fashion including no clearing,grading or vegetation removal. The ERC included this as a specific condition. 17. Both streets,Lincoln Avenue and Lincoln Place,are not developed full width rights-of-way. They are constrained by topography. Lincoln Avenue has a grade near the subject site and sight distance is limited. Lincoln Place along the south boundary of the subject site is a very steep curving roadway. The City decided to provide a modification to not improve sections of Lincoln Place since the City prefers it not be a heavily used roadway. 18. The applicant proposes that Lots 2 and 3 be accessed by an easement roadway. The City recommended that the two lots in front of Lots 2 and 3, Lots 1 and 4 also use the easement roadway for access to limit the number of curb cuts on Lincoln Avenue. 19. Proposed Lot 6, also a rear lot,was proposed to have access via Lincoln Place,the side street. At the hearing it was suggested that Proposed Lot 5 share an access with Proposed Lot 6 to further limit the number of curb cuts along Lincoln Avenue. 20. Neighbors were concerned about traffic,discontinuous sidewalks due to varying roadway width and storm water issues. 21. Storm water will be handled under the 1998 King County Manual. The applicant proposes infiltration as well as conveying water to catch basins and a system on the east side of Lincoln Avenue. --- ? 22. The applicant will be dedicating property along Lincoln Avenue, its eastern boundary to accommod to its ��— idesi g. e d dicati n will have to be presented to the City Council. QAry t r� • (cd,..->vs..-, 23. The den ity of the proposal was calculated after reductions for roadways and steep slope areas. The six lots would have a net density of 5.88 dwelling units per acre. Conclusions: 1. The proposed short plat appears to serve the public use and interest as conditioned by the ERC and herein. The plat will provide additional housing opportunities in a growing urban area. The development of the subject site with five additional homes will also increase the tax base of the City somewhat offsetting the impact of the new development. 2. While the road situation in the immediate area is not perfect,staff believes that the additional homes can be served without creating safety problems. In order to minimize safety and sight distance issues, access to both Lincoln Avenue east of the plat and Lincoln Place south of the plat should be restricted. Fewer driveways on either of those streets will reduce the potential for turning conflicts. Therefore,proposed lots 1 to 4 shall be limited to sharing an access easement roadway that runs east to west and intersects with Lincoln Avenue NE between proposed lots 1 and 4. Similarly, proposed lots 5 and 6 shall share a driveway although in this case,the applicant can decide on an easement in common or some other form of shared driveway. This means that there shall be no other access to the public streets other than that provided by the respective shared access and this restriction shall be shown on the face of the plat. 3. The site's steep topography dictate that a buffer be protected at the top of the slope. In addition,the site's storm water will be subjected to the stricter standards of the 1998 Storm Water Manual. In addition,the Elsa Ridge Short Plat File No.: LUA-02-086,SHPL-H,ECF November 12, 2002 Page 9 Jason Jordan Rick Finkbeiner Myrte Farr Estate 1055 S Grady Way Cambridge Homes,Inc. 8441 110th Avenue SE Renton,WA 98055 1800 NE 44th Street Renton, WA 98055 Renton, WA 98056 Kayren Kittrick Jennifer Steig Lorelie Shaw 1055 S Grady Way Peterson Consulting Engineers 3828 Lincoln Ave.NE Renton, WA 98055 4030 Lake Washington Blvd.NE, Suite 200 Renton, WA 98056 Kirkland,WA 98033 Gordon Donnel Bruce Nielsen PO Box 2576 3825 Lincoln Avenue NE Renton, WA 98056 Renton, WA 98056 TRANSMITTED THIS 12th day of November,2002 to the following: Mayor Jesse Tanner Gregg Zimmerman,Plan/Bldg/PW Admin. Members,Renton Planning Commission Neil Watts,Development Services Director Larry Rude, Fire Marshal Sue Carlson,Econ. Dev. Administrator Lawrence J. Warren, City Attorney Larry Meckling,Building Official Transportation Systems Division Jay Covington, Chief Administrative Officer Utilities System Division Councilperson Kathy Keolker-Wheeler South County Journal Alex Pietsch,Economic Development Director Pursuant to Title IV, Chapter 8, Section 100G of the City's Code, request for reconsideration must be filed in writing on or before 5:00 p.m.,November 26,2002. Any aggrieved person feeling that the decision of the Examiner is ambiguous or based on erroneous procedure,errors of law or fact,error in judgment,or the discovery of new evidence which could not be reasonably available at the prior hearing may make a written request for a review by the Examiner within fourteen(14)days from the date of the Examiner's decision. This request shall set forth the specific ambiguities or errors discovered by such appellant,and the Examiner may, after review of the record,take further action as he deems proper. An appeal to the City Council is governed by Title IV,Chapter 8, Section 110,which requires that such appeal be filed with the City Clerk,accompanying a filing fee of$75.00 and meeting other specified requirements. Copies of this ordinance are available for inspection or purchase in the Finance Department, first floor of City Hall. An appeal must be filed in writing on or before 5:00 p.m.,November 26,2002. 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. SEC.32, TWP.24 N.,RGE.5 E., W.M. b k r w I ELSA RIDGE ` t SITE sr ALK 10' 0 40' I I ttor l a le /NW °IISCA 1'10 *7aaaaaaaaaa 7/5/02 1 �Ia5 .L 30. VICINITY MAP: 1 I s • /}" NOT TO SCALE .. (. .J I :TORT PLAT 8GG3:: ki v .. �iU i, NW 2 d11 ",- 'I'e GENERAL NOTES: kyi CCy 8 y r N 8829 44.W :L; EX FEKC£ ' �° 0wae wrens FARR d S 8 3 w I'.j' TO HE KNOW, Y.I . ' jy��AK SE TLY! D/0.Sa 2 Ir EX CARACC � r I I / r- / i -_'101\_, .: Gb,-° OEKLOPER C'AMBRIDDE NMOMS[TS INC 1800 NE Is CD 5. a To BE RCMOI�'(I.{ II / / 1 ' x e� + n iR( // I :�!'.:�':�:".'':"" :�� W RENTOW,IYASIEYWraN DIOae I . ...,1 .,..: / 2 1 R i./' "riI FV ORTINEEIt PETERSON CONSULTING CMaMKERS.NC. l 1'r'''':i'::'r ! 4030 LAKE NNE/BNC7EN ILK,NE Is. • 3 L::::.: :•:.6':.. : SUITE 200 :l tii i., '1 1 pf0 rt-:; ^::: yrt ': .: .:'+ .✓ esa(irt, KnKLAN0.warrroTON HOLT ;L,t:L t;i i��h l es, i .`:�,::`''•'::''':'i rb`YC AEAI :1' 1 ':.; ' (425)uT-SOTS Voll DI . ;.: Ar b sr //` ' COVTAC1 armor*A STUD P.L .�L„,1.tY H I 1 1 • . n C '•\ JO, Z fiMKIf.1C NEVI OCMAN B ASSOCIATESisioft Y P.O sax usCC ,�d� I M'PRIVATE ACCESS/ Vi U N000Nw4 7 w2BNNOTON 28072 Itic 4 u.CI,'l". EX HOUSE/J7a5 _ r •UTK/TTEASEMCNT O 'Sy,:, (425)C0V ACNtn ISNANE JANNE;P.I.S 212 e W I-STORY W/ I Z 2 '3 •�:•,•: I� I BA$EMEN7 L ` r r BSB[48 PCIBUc MAXCASF I/T .�}L \ TOTAL AMA:+ �} 3::.; .a t KLAN♦r I (TIN /' (/-k eE,ae7 sa FT.p.0 Aars(MSS)) R :'.1 .. T=yl 3 \ \��8 I '• 4 �' I �I ';'' 4.. TOTAL AREA Rhos ;EJM SO.FT.(a06 ACRES) J _ Idra S ( E Cl)1„ I -- V 4•. . . 0I1ICAL AREAS I4IJ7 SO.FT.(0JJ ALMS) 111 2 S i l• .. /% I _I IRE I '° ROK NET AREA: H,S11 SO.FT.(T.02 ACRES) J I- $ 2 las'?F'�r�" '-�// I L_ I # �°,I ,!. TOTAL LOTS I RESIDENTIAL LOTS TM OF SLOPE ci •S• / -- -0, 70/�r---J / w, ` YAIL ALLOWABLE OENS/M. a 0u/Aar OCT) CC # two LOCARD ti / _ EvcRao+cr r.-�,,77 {-� - /M#0/0, ` � PROPOSED 001F1M. a ar/ACHE(NET) I \ TIMNARpMY S'..0. I SS / ' :p%..1 EXISTNG ZMW/2 R-e z 12 / I EASEMENT Vie$ 13(..41, ( (rot) 1 .0„,,. t .,•;', PROPOSED ZafN2 R-a I / 11 p{. --I—s—te e. #I r 5 ---#; �i t BENCHMARK AND DATUM: v r l ,I A I-- / /'t- J ^: 1 I01, ..._.. `� I— ti "L we /- -* /48 OlifaNAL Mk an'OF MNTON STATION NO tau-CASED COW'way KM o N 8879 S4 W 96.67 r_ ---8//S� i J-//i'MASS DISK 0CM LE,AT mOULAVE N/ERSE•0nw // / "f- 44 OF 1JI77/AK SC I SC tlOn/ST. Q '::^T!::... r ey` - _ A '; .. JO' I^' ELEVATION.SEI.N'(D7.aEd METERS) .I ! / ��.�,{::.�`'''r.::`: � .`O'J: c � '1�=-/ I/ �0 ,:-, ORIGINAL MN � `,RtJ�`A / 2 ��"--~J_/ / a ''• /;, Orr LY RENTW STATION Na t!e-GSYo CM/C MCW wnr / '% ./ O - 1/E BRASS PRL DONN 0.E;AT LYNTERLAVE INTERSECTION OF , + i, 3 / •�' -- .•'%%./, V cy4 'a ti ,1, JONES AVE NE a'NE EITN ST. II + '- / -�( %i/ / " . ELEVATION.24287'(7a.3SE METERS) Lp °I 'L /— - . /' :_ .4'" .. � PK w,A7mN T(as'EAST OF NEST EDGE PAIEMENT IRkgIN AKNK �e/oMLL •y // Q�' / / — �' !.!/y.;"u%� "f ....0.4...... . t zr N or-ZITCR/IK atlrWAY TO MOUSE 4378A / a - �'% ''�', I ELEVATION.ItaaO' [EXPIRES 11/10/02 i / QV`/ / BLOCK $ �S I IJw-2 SMAr MOT VAUD / r / / I It '/, pj� PK W/yfNER,NEST EDGE PAKNENT 2NQOM ASOAK NE AT SOUTH UNLESS 3KKATOAN0G710 - / / LOT NUMBER LOT AREA � 124.2.5.LINCOLN ' € / I 7.068 SF JOS14,0. / 2 1.7 661 sr I TOP OF CAP BOLT OF Mt MIDRANT NEST SCE Or LNCOLN Ali NE ET E RSO N M / / 3 14,506 1 i'I AT APMox CENTER FRONT(Y.YUBLCT SITE CONSULTING u / / 1 8,097 SF (EU7N UNCOtN AK). EELVAnON.1J7.Ta• / 3 6,024$F DADAR MAW ION(Orr OF RENTON) a / 6 T;922 SF BIC.araEAR.M2 E N (: I N E E R S / 1 PLAT OF IIMTDIAIIIL FLED N 1000K 174.AT PAGE(S)a TTNU 11,UNDER / RECORD N*Na 250722045;RECORDS OF KNo MAIM NKINIVQ DM 4030 lake Washington / LEGAL DESCRIPTION: Blvd.N.E.,suite 200 i / - " Kirkland,WA 98033 // L LOT 7,BLOCK 4 C.D.MILEMANS LAKE WAS INOTOV CARDEN OF EDEN, Tel 425)827-5874 DIVISION Na 7,AS REC04020 N VOL 16 OF PLATS PAGE is,RECORDS Tel (425) 822-7218 R KNO COUNTY;WASIAWOTOM $ SITUATE IN THE OTT OF 11041004 COUNTY or KNf.STATE OF "OBNL R CAMB-0001 7E4 WASYSICTON. } SHEET NUMBER �►� l OF A l 1_ 1 1 r . II 1 L '" SEC.32, TWP.24 N.,RGE.5 E., W.M. a z TM i V V ELSA RIDGE p i . SITE II E1M N Y W/1.K Sk 10' AM 1 ' I I� ; 'NM fl *Ar C�I SCALE/0Z 40 \�`IIM` 'II j V QQQQQQa QQa - r ';,' Nr SOMs�I� a. '0 .I VICINITY MAP: f r" NOT TO SCALE S L: ._ 0 _C K .l SHORT PLAT 586039 • II I •:" GENERAL NOTES: Q� � :.0 T I r}N ONNEID NMilE PARR S C'6 ai ta -f 0 w a .L N 8879'44 W Ex.PENa I '�_�T41!' �� �ro InIOKD 8441 IIOM AK St ,• , �+►�,_ RENNNL WASINCTON ,TOSS '12>= r -1 / r— _l 1:, EX GARAGE S (fG I I /—I-— 'l ..::}:: DEKLOPER: CAYMIOG4 NOMES INC �) 1 TO K REND r I / I \ .}.':`..:i::::;..:i • /SOO NE HTN ST U' I. ISi1' r l / I 1 > ••:;:::... , .�� SUITE 700 Z 11 I 2 1'"':';.'t` I • N Z LNGNEFk .ow c 84M 489 aKalroxn s we t� •r fit: ,{,.,,.-.t..:..:. .y surf t°o q V it 1 T.,w0 I4 p[0 ..:" C. l{,2':::i::ii:::':}`:" f 1� KIRKIAND,WSIQWraN PROM V ), .): ;u It ( 'd':':`:'a':rd tpwa,.0'''l2_L..___ I Q (421)1r7-x74 ••• :: In/ i I/Yr (..'..,..+..a —A e "s1 CONTACT) �DOWER A�SIM It Q :r I!,::,r Ci 1 7 r o °- •rbP — J SOfKI'OR: MEAD GRAMM a ASSOCIATES �. :[ N 1 I { r- •=� P.a BOX 7u �. •.li••1i .�(� I :. 'PMNA7E AO / (� NS/f;MA9YNGION 1s07X k ^• LX.HOUSE p7ea L. (41!) SM.1 Qs • :•. W I-STORY w/ ! �. 'uTTur7'uSEMar AN o Z CONTACT: SHANE BARNES,ALA •r :? n I N7 PUBLIC SERER EASE ,Gr 1. iligI BA M1MN I BSA.(rrP) # N TOTAL AMA:(a/-k 82,287 SQ Pt.0.47 ACRES(GROSS)) ''ww -. ...4 , o N/ .f Iy. p 1n 8 I •` 4 1 I }��I TOTAL AREA ROADS zfIB SQ PT.(a0f ACES) J E N. (- Cidlj I I I— _y b CRITICAL AREAS TAW m Pr Ws Aar.,) �LJ 2 g 1 \. I'� /i' I n. P.O.NC ' O R IT: O / /--_ Ip ,/, I .. in.I TNETOTAL AREA: H,iir sa Pr.(r.0r ACRES) i r1l7f.I 1 —i+�l L— J ,C4l TOTAL LOTS I RESIDENTIAL LOTS W S TtY fY SOY A•s• / T0r'4--- / .J MAX ALLOWABLE MN91n 0DU/AOTE(AE'T) et .. �7M)LOCATED \ OR / _.00io c)'— r,,.J �E 1'"-i:� / .•� PROPOSED DEN9TP. •1 DO/AOK(NET) LL e, T \ ) NRNARO/NI ,1— 1— —ta•SrbE— 1 S3 % l '1'::;1 EZSTINO MMHG R-B O 1 / ; / EA r ` ,,.�{ (Tlr.) . je•' t .;..:,.,.,,.; PROPOSED SON/NQ R-1 AR _ \ o —1__6_,.., #I 6 ^'#;'/ BENCHMARK AND DATUM: `� .•41 K'kr ISM.,00' -——.. / • i ~• OTT OF TON STATION Na IMO-CAME MAC NON WTI E N B879'S4' W 4296.0 / - /( J-l/Y BRASS CASE DOAN/.E AT CONTEMME INTERSECTION / / "'.—— . OF rr8TM A)A:.S[4 SC/Oill s7. t3 -{r r / // '.1 E[EYAnOh Jt1.2r MOSS METERS) T •>: 6 •, \%:::.:o.:}''):f'+' ,... / p ORIGINAL BAR .y �. CITY OF RENTON DONNSTATION0 Na T C I CAMP CONC NON NTO 'Li / "/. . ./...- _ I/f'suss PIA OOIW 0.S:AT CENARLINf IN/ERSECTILW Of ,1, i: / -— ,/'7 — !-' — f�' , ,KwEs AK NE f NE EITN t7. �- / (. - ,'•, ��• .". ;:; arvAnaw 147.87'(71677 METERS) 4 / / • CRC < '/'� / . .� .4.4.e`•' • PK w/9WLR,air EAST CP Nes7 EDGE PA W:RE NT LNCOLN MENU( a'ORAL.,+° •, / /DRiKWAr• —' ' ,.!�.('/.i:. 1!! E . :u'N OF COHERIINE DMKwAr TO HOUSE/0781 / / •. ELEYATTONA rtAfO• iEXPIRES 11/10/02 I t / G / / I'F 4''• %1 . PK W/S4MER,MOST EDGE PA4Ln71r LINCOLN mimic PIE AT SCUTN (MESS SIGNED MO M7F0 / / LOT NUMBER LOT AREA EOM ELEVATUNCOION:. I QeIK NC # i 1 7,068 sr �70%/ J0' ELLNAIIOh/14ti'77711-4, ETERSON 7 13,661 SF I TOP OF BOL CAP T K POPE NIDRANT NEST SUE Of LINCOUI AK NE / / J /4,306 SF 1 1•I AT APPROIL CENTER FRONT Of SUBEECT STC C ON S U LT I N G / 4 6,097 SF (PM/B/OOLN AK). ELLYATIOW 737.li' / S 6,034 SF DATUM Au W IIM(CITY OF Rp7LN) E / 6 12922 SF ENGINEIRS 0107(.!F�NARINp // PLAT B ME i/oi2110451,.ROOMS IUD N ROOK a AT Al7rr•MLa8 OWL,414010L, 4030 Lake Washington / LEGAL DESCRIPTION: Blvd. x.e., Suite 200 I - / --ia Kirkland,KA 98033 g / ' LOT 7,BLOCK.,act NIUNAN'LAKE WASHINGTON GARDEN Of EDEN, Tel (425) 827-5874 / DAMON NO 7.AS RECORDED IN Kt If OF PUTS PALE N.RECORDS Fax(425) 822-7216 FA Of KING COLNTY,WASHINGTLN. 9NAlE IN 1NE an'OF ROOM.COUNTY Of KIINL STATE OF JOB NUMBER WA9+WOTOE CAME-0001 SHEET NUMBER ./ i • / OF 1 L 11 r . 1 IL ''- = SEC.3$7WP.1I N.,RGE.5 E.,W.M. 71 I I I r I c r QI`I IS l 11.-} 5 b I q\a sscw-grt q .a rr.l. ZZQ SHORT PLAT 5I60J.9 ✓/ '� LOTJ [': ' - UL OCl.' J J _.� J b y; La U IJ{ An.1104 NW. a...x z , s' , N �i. . r -I ; .+ II La 8 i 12 geLW , Irr i tM It 7 IhDt 4 ry,� p1GNA ; ' i In.M {._ xs�Y'i II j �!._ �:: s 4�KE o NNM 1 I. =JIB I :) r .�ft j 99 0 10LL��p ENGNFNO.�1b i - : � �°'° - ,* 1 I pR .—IDIGI_�. 9 YFIbi V I�IS16 PAGE ^ I 11 L': t Itl _T T ai . . JI s .w(4)—rnrbu a .�1 11�1/// I a -,q -H4 ,1"• gli w �a rxr ! s' 10T ,i �� I 1 �I iir T 1 i i i i. .A b k ,. �� I `1' 1 I ,a LILOI 1-�111 1 • I ---- i' C1[ 11 I. ' .y n Mx 3 I W —i I�uUI I I tl ni�l:':i:•.'I •.,e..4 il 111;oil ,11 a x9. 1 .. r L. i lv .qi1 I I .1 f ! >S I 1\ ;o;a[ �. - i "' /.•.r(rMJ 1 I E!', ' ' 1 Ir'a Zi a"'..140�n-H'A'.yu 1 4 {� i I n> 6'"'"" ' I l 114 ��. .t "Iq � j!I.'�J iorm l rie..n r ,xot Y rl 'e1�7�(•' ." i /_T-�� 1 \N(071'54 SD4�' '' - - - r /1 `ri / / \ .\ ..{t tr!xr r „•4 ,.x n P�r� , 14 x a- . ' •;.' 1/' ir le AOS 14.E.11 1St 11 // it.Co.rrra u,. _�.,� A `g� ,pp• '� I [x.a-za rm[x i / v•cor«va / 'a O /,/ 1/`'•' I iw.;I:a u s /' �, ��y� jA t- C /,`�%,;:i� = I wrrou rrar.a rm'a .r mrt w a rx. , /'' a.ax 4 `'a� ` / / u•CPC rn a rx, --�'� j ,/ / n[x eeltot rrvt z 7 1,` 1; �G % EX RS"��.Y-- I • '_t• �orm 'a ur.air Mt 6. MOO 0...0 n'off ' /54. I. 0CA' 5 STAMP NOT VALID / /•• / 1• j( u UNLESS STAMPED AND DATED /, // I T r= .. -1.1- C CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS MEMORANDUM DATE: December 9,2003 TO: Carrie Olson FROM: Sonja J.Fesser J SUBJECT: Elsa Ridge Short Plat,LUA-02-086-SHPL Format and Legal Description Review ia Bob Mac Onie and I have reviewed the above referenced short plat submittal and have the following comments: Comments for the Applicant: Add the word"TYPICAL"to the note regarding lot corners,if what has been,or is to be,set at the corners of the lots(rebar and cap to be set LS#17672)typical for all corners(Sheet 2 of 2). Note the date the existing monuments were visited,per WAC 332-130-150. Note the city-designated name for the 20' private access easement(NE 38th Place)on the drawing on Sheet 2 of 2. Provide a space on the short plat drawing for the recording number of the easterly 10' utility easement(to the City of Renton) on Lots 1,4 and 5 (Sheet 2 of 2). Provide a space on the short plat drawing for the recording number of the 20' sewer easement(to the City of Renton)over Lots 1,2,3 and 4(Sheet 2 of 2). Item No. 5 under the "EASEMENT PROVISIONS AND COVENANTS"block states that a Homeowners Association is to be, or has been,established. Is there a CC&Rs document? If there is,reference it on the drawing and provide a space for the recording number thereof. Have the signing surveyor use his own stamp,and sign and date said stamp accordingly. ************ The following paragraphs concern the dedication deed and easement documents that are to be recorded concurrently with the short plat. The assumption is that the short plat is recorded first. If this does not occur,then our comments concerning the first page of said documents and the \H:\File Sys\LND-Land Subdivision&Surveying Records\LND-20-Short Plats\03I8\RV031209.doc December 22,2003 Page 2 Exhibit A page, would not be correct. Please note that the city requires all complete legal descriptions for easements and deeds(Exhibit A)to include the appropriate section,township, range and"City of Renton"in an indexing section. None of the Map Exhibits need to be stamped by the surveyor/engineer,but all of the Exhibit A legal descriptions do need to be stamped, signed and dated by the surveyor/engineer. The Deed of Dedication document needs an abbreviated legal description on Page 1 that should be stated as: "Deed of Dedication to the City of Renton over a portion of Lot 5 of City of Renton Short Plat No. 02-086,as recorded under King County Rec. No. ." There is no complete legal description attached(Exhibit A)to the deed document that notes the bearings, distances and curve data of the portion to be dedicated to the city. The geometry for said dedicated portion will be checked by the city. The Map Exhibit should also note the pertinent bearings and distances of that portion to be dedicated. The first page of the Emergency Access easement document should be similar to that of the dedication deed,except that"Easement for Emergency Access"replaces"Deed of Dedication" , and the lots referenced are Lots 5 and 6. The Exhibit A legal description should include curve data for the curve noted on Lot 6(use a metes and bounds legal description format for this easement). Note all dimensions and bearings on the Map Exhibit. The 20' Utilities Easement document(page 1) should be similar to that of the dedication deed, except that"20' Public Utilities Easement"replaces "Deed of Dedication"and the lots referenced are Lots 1 through 4. Include an indexing section in the Exhibit A legal description. Use the same format for Page 1 of the 10' Utilities Easement document, substituting language as it needed. The Exhibit A legal description needs to reference the short plat and its recording number,plus add an indexing section. Comments for the Project Manager: Please note that the recording instructions for this short plat must include specific instructions that the easement and dedication documents have to have the recording number of the short plat inserted in the spaces provided on said documents(Page 1 and Exhibit A)before said are recorded. The recording numbers of these documents then need to be inserted in their appropriate places,as provided,on the already recorded short plat drawing. H:\File Sys LND-Land Subdivision&Surveying Records\LND-20-Short Plats\0318\RV031209.doc\cor 4 CITN OF RENTON Planning/Building/PublicWorks Department Jesse Tanner,Mayor Gregg Zimmerman P.E.,Administrator December 11, 2003 Rick Finkbeiner Cambridge Homes, Inc. 1800, NE 44th Street Renton, WA 98056 SUBJECT: ELSA RIDGE SHORT PLAT— PUNCH LIST ITEMS AND AS-BUILT - U030214 Dear Rick, The City of Renton public works inspector, Tom Main and the City Maitenance Division listed the following items as punch list items: 1. S.S.M.H. #1 — Channel holding up solids— needs repair, 2. S.S.M.H. #1 — Needs locking lid, 3. S.S.M.H. #2 — Remove rags from manhole, 4. S.S.M.H. #2 — Needs locking lid, 5. C.B. #4— Needs to be brought up to finish grade, 6. C.B. #4 — Needs frame and grate, 7. All storm system need to be cleaned from debris, 8. Driveway approach needs to be installed, 9. Complete paving of private access, 10. Install "No Parking" signs, 11. Install street name sign, 12. The as-buits are not reflecting the construction activity regarding the grading (and retaining wall — see also note 14), 13. As-built are not approved. The last portion of the note "As Constructed" is not acceptable ("...Peterson Consulting Engineers does not certify the accuracy of the information 1055 South Grady Way-Renton,Washington 98055 RENTON AHEAD OF THE CURVE C.) This paper contains 50%recycled material,30%post consumer Lauris Meadow Plat U010659—LUA01-016 Page 2 i supplied by the contractor, even if such information is incorporated in these plans') and needs to be removed. The as-built need to be signed and stamped as As-Built, by a professional engineer or professional land surveyor. 14. As of today we have not received any request to install the retaining wall within public right-of-way. You may submit structural plans and a special inspection, both signed by a professional engineer if you wish to maintain the portion of the wall that is encroaching the right-of-way. We will review and let you know if it will be acceptable. If you have any questions or concerns please feel free to contact me at (425) 430-7278. Thank you for your cooperation. Sincerely, n » • uliana Fries evelopment Services Division pc: Kayren Kittrick Carrie Olson-Davis Darrel Offe I a ® CITX 3F RENTON •.LL Office of the City Attorney Jesse Tanner,Mayor Lawrence J.Warren Assistant City Attorneys Mark Barber Zanetta L. Fontes Russell S. Wilson Ann S. Nielsen MEMORANDUM Sasha P. Alessi To: Carrie Olson, PBPW RFc c,r 1 bPgFNT From: Lawrence J. Warren, City Attorney et,,�F4. C,,F,�.veo Dec Date: December 5, 2003 er5 �O3 Subject: Elsa Ridge Short Plat LUA-02-086-SHPL ��' Review as to Legal Form /Si0N It does not appear to me that the legal description is adequate to truly locate the exact dimensions of the dedication. You might check with Bob MacOnie to see if he believes it is adequate. Lawrence J. arren LJW:tmj cc: Jay Covington Gregg A. Zimmerman, PE Bob MacOnie Post Office Box 626-Renton,Washington 98057-(425)255-8678/FAX(425)255-5474 RENTON AHEAD OF THE CURVE 0 This paper contains 50%recycled material,30%post consumer CITY OF RENTON PLANNINGBUILDING/PUBLIC WORKS MEMORANDUM DATE: December 4,2003 TO: Larry Warren,City Attorney 0.0 FROM: Carrie Olson,Plan Review,x-7235 SUBJECT: ELSA RIDGE SHORT PLAT LUA-02-086-SHPL REVIEW AS TO LEGAL FORM Attached for your review is the Deed of Dedication required for the Elsa Ridge Short Plat. Please review as to legal form. Also, attached is the Hearing Examiner's Report. Our target date for acceptance by Council is December 8, 2003. Please review and return comments to me as soon as possible. Thanks. P.S.: Larry, Sorry this is coming to you for review with such short notice. { Cc: Yellow File I:\PlanReview\COLSONShortplats 2003\Elsa RidgeSHPL 06m AttomeyDeedReview.doc CITY OF RENTON PLANNINGBUILDING/PUBLIC WORKS MEMORANDUM DATE: December 3, 2003 TO: Bob Mac Onie,Technical Services Sonja Fesser,Technical Services FROM: Carrie Olson,Plan Review x7235 Cp SUBJECT: ELSA RIDGE SHORT PLAT LUA-02-086-SHPL SHORT PLAT AND LEGAL REVIEW Attached is the most recent version of the above-referenced short plat. The following attachments are enclosed for your review: • Deed of Dedication document • Utilities Easements(10' and 20') • Emergency Access Easement • Short Plat drawings If all review concerns have been addressed, please sign below or return your comments as needed. Thanks. Approval: \ , Date: Robert T Mac Onie, Jr. Sonja Fesser Cc:Yellow File I:\PlanReview\COLSOMShortplats 2003\E1saRidgeSH1)L 04m PR-TS ReviewStart.doe CITY OF RENTON PLANNINGBUILDING/PUBLIC WORKS MEMORANDUM DATE: December 3,2003 TO: Juliana Sitthidet,Plan Review ROUTE TO: Kayren Kittrick,Plan Review FROM: Carrie Olson, Plan Review 6)1 SUBJECT: ELSA RIDGE SHORT PLAT LUA-02-086-SHPL Attached is the most recent version of the above-referenced short plat drawing. If all review concerns have been addressed,please sign below or return your comments as needed. Thanks. Also attached for your information and review are the following documents: 1. Deed of Dedication 2. 10' Utilities Easement 3. 20"Utilities Easement 4. Emergency Access Easement Approval: , ,Date: Kayren Kittrick Juliana Sitthidet Cc: Yellow File LETTER OF TRANSMITTAL Gt�OF RF�e/Vo4, OFFE ENGINEERS L1FC 0e0 RenE 159th Place ton,Washington 98058-7832 eU/ON, 2 2603 Business: (425) 260-3412 /v/s/O/t, Fax: (425) 988-0292 darrell.offe@comcast.net December 2, 2003 TO: Carrie Olson City of Renton 1055 South Grady Way Renton, Washington 98055 RE: Elsa Ridge Short Plat Documents The following are enclosed: - Utility Easement Please feel free to call if you have any questions. Thanks Darrell Offe '. Ia CITY OF RENTON COUNCIL AGENDA BILL AI#: Submitting Data: Planning/Building/Public Works For Agenda of: December 8, 2003 Dept/Div/Board.. Development Services Division Staff Contact Carrie K. Olson x7235 Agenda Status Consent X Subject: Public Hearing.. Acceptance of additional right-of-way to comply with Correspondence.. CONCURRENCE City of Renton code for new short plats. Ordinance DATE Resolution 4ME INITIAUDATE Old Business ! , t1 z l Exhibits: New Business Deed of Dedication Study Sessions....t �`r�+rLrw�4 �� Exhibit Map Vicinity Map Information Hearing Examiner's Report Recommended Action: Approvals: Council concur Legal Dept X Finance Dept Other Fiscal Impact: N/A Expenditure Required... Transfer/Amendment Amount Budgeted Revenue Generated Total Project Budget City Share Total Project. SUMMARY OF ACTION: The area to be dedicated for additional right-of-way is a 15-foot radius at the corner of NE 38th St and Lincoln Ave NE. The dedication is a City of Renton code requirement of the Elsa Ridge Short Plat, LUA02-086, and Council acceptance of said right-of-way should be completed prior to recording deed with the short plat. STAFF RECOMMENDATION: Staff recommends that Council authorize the Mayor and City Clerk to execute the Deed of Dedication. I:\PlanReview\COLSON\Shortplats 2003\EIsaRidgeSHPL 05 AGNBILL.doc CITY OF RENTON COUNCIL AGENDA BILL Al#: Submitting Data: Planning/Building/Public Works For Agenda of: December 8, 2003 Dept/Div/Board.. Development Services Division Staff Contact Carrie K. Olson x7235 Agenda Status Consent X Subject: Public Hearing.. Acceptance of additional right-of-way to comply with Correspondence.. City of Renton code for new short plats. Ordinance Resolution Old Business Exhibits: New Business Deed of Dedication Study Sessions Exhibit Map Vicinity Map Information Hearing Examiner's Report Recommended Action: Approvals: Council concur Legal Dept X Finance Dept Other Fiscal Impact: N/A Expenditure Required... Transfer/Amendment Amount Budgeted Revenue Generated Total Project Budget City Share Total Project. SUMMARY OF ACTION: The area to be dedicated for additional right-of-way is a 15-foot radius at the corner of NE 38th St and Lincoln Ave NE. The dedication is a City of Renton code requirement of the Elsa Ridge Short Plat, LUA02-086, and Council acceptance of said right-of-way should be completed prior to recording deed with the short plat. STAFF RECOMMENDATION: Staff recommends that Council authorize the Mayor and City Clerk to execute the Deed of Dedication. I:\PlanReview\COLSON\Shortplats 2003\ElsaRidgeSHPL 05 AGNBILL.doc • Return Address: City Clerk's Office City of Renton 1055 South Grady Way Renton,WA 98055 DEED OF DEDICATION Property Tax Parcel Number: Project File#: Street Intersection: Reference Number(s)of Documents assigned or released:Additional reference numbers are on page Gra ors : Grantee(s): 1. Pee, leVeS It . 1. City of Renton,a Municipal Corporation LEGAL DESCRIPTION: (Abbreviated or full legal must go here. Additional legal on page ) 4F 2eJ1G#Wit -ry vF 'R�W1' $ Set°P.o b V R- ' I1a(a (.OUP •18tt VACZ . IJO► V :) De' Ar 6 far p t uS ft p-t e r OF tuiMj peer i i4.E ea24.1eR. oic NE 3b4 4 . POO UNCF>t.4.3 PVENVE NE The Grantor,for and in consideration of mutual benefits conveys,quit claims,dedicates and donates to the Grantee(s)as named above,the above described real estate situated in the County of King,State of Washington. IN WITNESS WHEREOF,I have hereunto set my hand and seal the day and year as written below. Approved and Accepted BY: Grantor ): Grantee(s): City of Renton Mayor City Clerk INDIVIDUAL FORM OF STATE OF WASHINGTON )SS ACKNOWLEDGMENT COUNTY OF KING ) I certify that I know or have satisfactory evidence that Notary Seal must be within box 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: Hforms/xxxFRM/AGREE/DEED.DOC\CoR Page 1 FORM 04 0001/bh INDIVIDUAL 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 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 signed this instrument,on oath stated that he/she/they was/were authorized to execute the instrument and 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. Notary Public in and for the State of Washington Notary(Print) My appointment expires: Dated: CORPORATE FORM OF ACKNOWLEDGMENT Notary Seal must be within box STATE OF WASHINGTON )ss COUNTY OF KING ) a c 3 On this /9uu day of "/Z a• ,-i9 ,before me personally appeared c to me known to �'�'�=��� of the corporation that VELTA M. S 7 R O M 6E executes the within instrument,and acknowledge the said instrument to be the free STATE OF WASH'N G'and voluntary act and deed of said corporation,for the uses and purposes therein mentioned,and each on oath stated that he/she was authorized to execute said NOTAn r—•—PUBE16rum:nt an that the seal affixed is the corporate seal of said corporation. ,!Y COMMISSION Ex2IRES 02-08-07 r✓ eCi ih - Notary Public in and for the State of Washington Notary(Print) V - i 4 M • 67 K o M 6�_ My appointment expires: Ail/o> Dated: C:\WINWORD\FORMS\EA ESMT.DOC\ Page 2 FORM 03 0000/bh/CA2-21-97 Map Exhibit ELSA RIDGE PORTION OF SW 1/4,NE 1/4,SEC.32,T 24 N,R 5 E,WM. rc«a CITY OF FENTON,KNG COUNTY,WASHIGTON 3-1/7'BRA aon CITY or PER REP - - - - - - - 65333 _ _ N86 47 07`W - - r j ill N 8829'44'W 296.13' 195.06' 1 107.07 J.T 5. 1 / 3 / 1 1 / l ,` 1 1 2 8 8 7,067 SF C5 w I II 1 ,�5e,Sr n"pg ao�m>E ACCESS/ 5S/ 4 1 1 1 y 7RITr EASEIMNT MO I I II A ac sEMm Fws�uavr' I 1 L ,� ►—___L_ — I 1 1J85f3 r r`. 1 N8829 541,1 100.88 I I I 1 N8829 4 W I 1 1 1 — -T-E_ [ I 1 ro PRIM*-+ F / I SEMER F.ASEIO YT 'al 1 6 f '\ 3 � � 4 saaE \ 14,505 SF I+ aa4c SF I mR.) / / / �`$ SEAS TT V 1 / f I A. /Tm./ f / / l 195.42 II- J I ^/ R6829 54'w I L +� / / / /00 g5 J ' —�/ / / '"$ r---5BH2254X---r /��(/►v s110. i / ,z sg a Jr (3 SF . r a t1 cil L. O. -NI(/ i 195.59 i Zw39V6'103- .�.'� ©v WAShTl '' 411 N 88-2954'W 2660r /Fa.i \_---t-----17)4-1-1- .. 0.4.7 So N 011101" .r) EASEMENT&EMERGENCY toga'RdvNARaaeo n EASEMENT 516 ,. /. /. NO DIRECT VEHICULAR ACCESS TO EASEMENT ,.0 ill Alf f '�1 4_ 1 - UNccNJY F'L N FROM-LOTS S AND 6 — — — ..74 ill �4 / ,4`�Y a NE yr 'r .sYI%Ts `1IONA,t I EXPIRES 14 Li I " 1111 C:IWINWORDWORMSIEA ESMT.DOC1 Page 4 FORM 03 0000/bh/CA2-2197 ELSA RI 7� /�� law.B ., tlb Lake Washington — xaaa : KSULTING BC.0NvEW&A98W —L OOMX NEIGHBORHOOD P ND1 CAM01; I .`. • . M FV� 36__ _ �'�' Ilk =__ er DATE NPR +^»,..,R[SlOw 1.) J :I a 1s-s k. ---i rl __ i i 1 11l • _i L-_`I----J -- PARK AVE J m�---LLB- ---r---- 1 :l I :I I 1 I 1 11• I I r—�—T r -- �_,__--1----J-----L--- 1 I I I N I ? IL 1 1 I I m • L_24. 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FY o I �J' '� ---i g. r I - I I j-J/ �\------.1 %-- �N' I I • �__''� I L__1-- --- %� I I -ii ( /-� /� /--_-r A EERDEENAVENE LT 1 T 1 J 'I L J - 1 ` T y .\ I I I /���� L...- \ \ I I I I I r \\ v/ / \ rH \ ,, -1 I01(ml 1 I 1 I I y )h---1 I_-- I___----- JI ----_I .1- Carrie Olson - Re: Elsa Ridge Page 1 From: Juliana Sitthidet To: Offe, Darrell Date: 11/26/03 6:19AM Subject: Re: Elsa Ridge Good morning Darrell, Yes, you can have a set aside instead of the maintenance bond. We have our form for the set aside and I I'l� will be faxing it to you this morning. Thanks Juliana >>>"Darrell Offe" <darrell.offe@comcast.net> 11/25/03 04:15PM >>> beg for forgiveness - It is on my to do list before recording! Darrell Offe Engineers 13932 SE 159th Place Renton, Washington 98058-7832 Business: (425)260-3412 Fax: (425)988-0292 Email: darrell.offeattbi.com Original Message From: "Juliana Sitthidet" <Jsitthidet anci.renton.wa.us> To: <darrell.offecomcast.net> Cc: "Thomas Main" <TMaine.ci.renton.wa.us> Sent: Tuesday, November 25, 2003 7:51 AM Subject: Re: Elsa Ridge > Good morning Darrell, > I checked the Final cost date inventory you submitted last week. > Numbers are ok, You need to include paving (quantity)on the street > improvements section. Also include the cost(in this case estimated)of >these improvements (curb, gutter, sidewalk, paving, streetlights). >What did you decided with the retaining wall within R-O-W? >Thanks >Juliana > >>> "Darrell Offe" <darrell.offecomcast.net> 11/17/03 04:07PM >>> > Mirmar is backfilling trenching, hydroseeding, and strawing tomorrow. >The > straw works as a blanket for the seed; by the time the weather gets >warmer > (April), we hope to have all the houses built. > Darrell > Offe Engineers > 13932 SE 159th Place Carrie Olson Re: Elsa Ridge Page 2 • • > Renton, Washington 98058-7832 > > Business: (425)260-3412 > Fax: (425)988-0292 > Email: darrell.offe@attbi.com > Original Message > From: "Juliana Sitthidet" <Jsitthidet(a ci.renton.wa.us> >To: <darrell.offecomcast.net> > Cc: "Paul Baker" <pbaker(a�ci.renton.wa.us>; "Thomas Main" > <TMain@ci.renton.wa.us> > Sent: Monday, November 17, 2003 2:59 PM > Subject: Re: Elsa Ridge > > Darrell, > > Please have the erosion control in place asap. Per the specs, this >time > >of year is too late to hydroseed (too cold). Plase have the straw in > > place and you may postpone the hydroseeding until the temperature > > increases a bit. > >Juliana > > >>> "Darrell Offe" <darrell.offe a(�comcast.net> 11/17/03 09:38AM >>> > > I want to update you on the progress of the site erosion control. I > >was told by USI (utility coordinators)that the gas was going in on > > Monday 11/10; then we could back fill and finish the straw and > > hydroseeding. IT didn't happen. USI would not return my call all >week. > > I was out on site on Saturday and FINALLY the gas company was > > installing the last of the utilities. Mirmar is out there today and > >tomorrow completing backfilling the trench and > hydroseeding/strawing. > >The site work will be finished by tomorrow night. We understand the > > City position with regards to erosion control; please understand >ours. > >We have absolutely no control over these franchise utilities and >their > > requirements of trench width and timing to keep the trench open. >They > > seem to show up whenever they wish and have no regards for our > position > >with the City. They not only held up the erosion control measures, >they > >were the ones that held up the site improvements by taking five > months > > to move the power pole at the entry. This forced us to have to > defer > > improvements to obtain short plat recording. > > I would request from you the timing and schedule for the City of > Renton > > next Council meeting for utilities and transportation. I wish to >file a Carrie Olson - Re: Elsa Ridge Page > >formal complaint regarding PSE and their inability to serve consumers > in > >the City of Renton. None of the other utilities do anything until > PSE > > designs the power and gas; and when they takes five months to do so; > > nothing happens. > > Darrell > > Offe Engineers > > 13932 SE 159th Place > > Renton, Washington 98058-7832 > > Business: (425)260-3412 > > Fax: (425)988-0292 > > Email: darrell.offeattbi.com > >This message has been scanned by the City of Renton's filtering >gateway. >This message has been scanned by the City of Renton's filtering gateway. CC: Kittrick, Kayren; Olson, Carrie 1. LETTER OF TRANSMITTAL OFFE ENGINEERS 13932 SE 159th Place Renton, Washington 98058-7832 Business: (425) 260-3412 Fax: (425) 988-0292 da rrell.offe@comcast.net November 24, 2003 TO: Julianna Sitthidet, Coordinator City of Renton 1055 South Grady Way Renton, Washington 98055 RE: Elsa Ridge Short Plat Documents The following are enclosed: - Easement for Emergency Access - Utility Easement - Deed of Dedication - Bill of Sale 9 - Project Closing Final Cost Data Please feel free to call if you have any questions. Thanks Darrell Offe CITY OF RENTON RECEIVED NOV 2 2003 BUILDING DIVISION CITY )F RENTON ••LL i; Planning/Building/PublicWorks Department Jesse Tanner,Mayor Gregg Zimmerman P.E.,Administrator November 7, 2003 Rick Finkbeiner Cambridge Homes, Inc. 1800, NE 44th Street 1 Renton, WA 98056 • SUBJECT: ELSA RIDGE SHORT PLAT - UTILITY COMPLETION AND ACCEPTANCE OF UTILITIES REQUIREMENTS U030214 LINCOLN AVE NE Dear Rick, As the construction phase of your project approaches a m ilestone, y our p roject e nters a n ew phase which I will refer to as Project close-out. The purpose of this letter is to highlight the subject areas in the final plat process. I want to let you know ahead of time some of the routine items that the City will require prior to Public Works acceptance of the above-subject project. All of these items discussed below need to be completed. Please use this letter as a project close- out check list to keep your project moving smoothly through the City procedures. Construction Concerns: I w ill b e working with the City o f Renton public works inspector, Tom Main, to insure that the project has installed ALL of the improvements (that were not deferred) as shown on the approved mylars, has a final walk through and sign-off by the inspector. This includes any punchlist items from the inspector and/or the City Maintenance Division. The construction permit for the project must be signed off by the inspector, prior to completing project close-out. As-Built Concerns: The construction permit plan mylars must be checked-out from the sixth floor public works counter and updated or replaced with a complete As-Built plan set. All plan sheets, including those constructed per design, must be verified, stamped and signed as As-Built by a licensed surveyor or engineer. The mylars are labeled As-Built in large block letters and stamped by a PE or PLS. Submit an ASCI file along with your As-Built drawings. The civil drawings shall accurately reflect the construction activity. The civil drawings also need to show all sanitary sewer easements which shall be consistent with the As-Built location of the utility. Once the above have been addressed, submit one set of As-Built bluelines of the civil drawings to my office. The inspector will be reviewing the bluelines and if all is in order I will then 1055 South Grady Way-Renton,Washington 98055 RENTON �� AHEAD OF THE CURVE :: This paper contains 50%recycled material,30%post consumer CITY JF RENTON Board of Public Works Jesse Tanner,Mayor November 5,2003 Attn: Rick Finkbeiner Cambridge Homes,Inc. 1800 N.E.44th Street, Suite 200 Renton, WA 98056 SUBJECT: OFF-SITE DEFERRAL ELSA RIDGE SHORT PLAT,LUA 02-086 3785 LINCOLN AVENUE NE RENTON,WA Dear Mr. Finkbeiner: The Board of Public Works held a meeting on November 5, 2003 to review your request for a(6) month deferral of sidewalks, street signs, downspout infiltration systems and(2) light poles and fixtures at Lincoln Ave.NE. A decision was made to grant the deferral for the following items until April 1, 2004: 1. Final grading and installation of sidewalk(210 If x 5 feet wide)along Lincoln Ave NE. 2. Installation of(2)street light poles and fixtures. 3. Installation of(12)downspout infiltration systems(Dry well). Subject to the following conditions: • A security device acceptable to the Board be in place at 150%of the estimated cost of the deferred improvements,which is $32,436.00. • No occupancy for the houses be granted until all deferred items are installed and operational. The Board denied the request for deferral of the street signs. As per Ordinance 4521, Section 4-34-14, you have fifteen(15)days from today's date to appeal the Board's decision. Appeals are to be filed in writing, with the City Clerk and require a filing fee of$75.00. eRENTON 1055 South Grad Way-Renton,Washington 98055 �� AHEAD OF THE CURVE �., This paper contains 50%recycled material.30%post consumer ;y 44 CITY OF RENTON ..al Planning/Building/PublicWorks Department J e Tanner,Mayor Gregg Zimmerman P.E.,Administrator October 30, 2003 Mr.Darrell Offe Cambridge Homes,Inc 1800 NE 44th Street Renton WA 98056 SUBJECT: ELSA RIDGE SHORT PLAT LUA-02-086-SHPL Dear Mr Offe: It looks like you will need to provide the following easements for the Elsa Ridge Short Plat for review. Please pick these forms up at the front counter, 6th floor,Renton City Hall. • "20' PUBLIC UTILITY EASEMENT TO THE CITY OF RENTON RECORDED UNDER KING • COUNTY REC.NO. .", over lots 1 thru 4. • "10' PUBLIC UTILITY EASEMENT TO THE CITY OF RENTON RECORDED UNDER KING COUNTY REC.NO. .", over the east side of lots 1,4, & 5. • "EASEMENT FOR EMERGENCY ACCESS TO THE CITY OF RENTON RECORDED UNDER KING COUNTY REC.NO. .", on lots 5 & 6. • "DEED OF DEDICATION TO THE CITY OF RENTON RECORDED UNDER KING COUNTY 1!1' REC. NO. .", of a 15' radius for right-of-way at the corner of NE 38th St and Lincoln Ave NE. Also, please note on the face of the short plat mylar, in the general location of the easements, the titles indicated in all caps above. Copy and/or revise as needed. Please provide the originals as soon as possible so we may start the review process. Thanks. If you have any questions please contact me at 425-430-7235. Sincerely, fit 61—'1-eV\ Carrie K. Olson Development Services — 7) FAXED TO: Rebecca, Peterson Consulting 425-822-7216(fax) I:\PlanReview\COLSON\Shortplats 2003\ElsaRidgeSHPL 03L ChangeRequestStop.doc 1055 South Grady Way-Renton,Washington 98055 RENTON AHEAD O F THE CURVE :: This paper contains 50%recycled material,30%post consumer RECCI RENTON : "� EI �ED� ETERSON SEP 4403 23 2003 �'`. PONSULTING TRANSMITTALDING DIVISION *3‘1\'° ENGINEERS Date September 23, 2003 File: CAMB-0l To: Carrie Olson Project: Elsa Ridge City of Renton 1055 South Grady Way Subject: Final Short Plat - Revised Renton, WA 98055 Item Copies Date Description 1 3 9/23/03 Revised Final Short Plat 2 1 8/27/03 City Comment Letter Remarks: Carrie, Following are the revised final short plat drawings for Elsa Ridge. Please note that some utility easement locations have changed due to changes during construction. Also, when the final short plat is recorded these easements will go into effect, therefore I have not included separate easement documents for recording for any of the new easements related to this short plat (see comment #15). Please contact me with any questions. Thank you. n As You Requested ® For Your Approval n Return Requested n For Your Information ® For Your Review n As Noted From: ,— cc: Rick Finkbeiner- Q�� ot Cambridge Homes Re ecca Saur 4030 LAKE WASHINGTON BLVD. NE, SUITE 200 • KIRKLAND, WASHINGTON 98033 • (425) 827-5874 (425) 822-7216 FAX „ zwrs, CITY RENTON ..LL Planning/Building/PublicWorks Department e Tanner,Mayor Gregg Zimmerman P.E.,Administrator August 27, 2003 Mr. Rick Finkbeiner Cambridge Homes, Inc 1800 NE 44th Street Renton WA 98056 SUBJECT: ELSA RIDGE SHORT PLAT LUA-02-086-SHPL Dear Mr Finkbeiner: The review submittal on the above-mentioned short plat has been completed and the following comments have been returned. Please review these comments and make the necessary changes. Once changes have been completed please resubmit three copies of the short plat drawings and any other required documents. SHORT PLAT DRAWING COMMENTS: 1. Note the City of Renton land record number, LND-20-0318, on the drawings in the spaces already provided. 2. The sum of the east lines of Lots 1,4 and 5 do not equal the overall length of the east line of the short plat. The same is true of the west lines of said lots and the sum of the east lines of Lots 2, 3,and 6. 3. Several easement dimensions are either missing or incorrectly noted. 4. Indicate what has been,or is to be, set at the corners of the proposed lots. 5. Note the date the existing monuments were visited,per WAC 332-130-150. 6. Replace the reference to "KING COUNTY” with City of Renton in Item No. 4 under "EASEMENT PROVISIONS AND COVENANTS"(Sheet 1 of 2). 7. Replace the reference to "KING COUNTY COUNCIL" with City of Renton in the `RECORDING CERTIFICATE"BLOCK(Sheet 1 of 2). 8. The indexing information noted under the "RECORDING NO." (lower right-hand corner of Sheet 1 of 2)is in error. 9. Item Nos. 1, 5, 6, 7, 8 and 9 under"GENERAL NOTES" (Sheet 1 of 2) should be removed from the drawing. Said items do not directly impact the subdivision. 10. Remove the building setbacks noted on the short plat lots. Setbacks will be determined at the time that building permits are issued. 11. See the attachment for addresses and applicable street names. Note both on the drawing. I:\PlanReview\COLSON\Shortplats 2003\ElsaRidgeSHPL 02L ChangeRequestStop.doc 1055 South Grady Way-Renton,Washington 98055 RENTON AHEAD OF THE CURVE :: This paper contains 50%recycled material,30%post consumer Page 2 August 27,2003 12. Note that the name for the street southerly of Lots 5 and 6 is NE 38th Street. Therefore, change the reference from "LINCOLN PLACE NE" to NE 38th Street (under Item No. 3 of "GENERAL NOTES"on Sheet 1 of 2)and add said street name on the drawing. 13. Remove the two notes on Sheet 2 of 2 that reference that there will be no direct vehicular access to the streets from the adjoining streets. Item Nos. 2, 3 and 4 under "GENERAL NOTES", on Sheet 1 of 2, adequately covers the access restrictions. 14. Remove Item No. 6(as noted under the"EASEMENT PROVISIONS AND COVENANTS"block on Sheet 1 of 2). Said item is already noted under the "DECLARATION OF COVENANT" block on the same drawing sheet. Also, change "INGRESS AND EGRESS" (in Item Nos. 1 and 2 of said easement block)to"INGRESS,EGRESS AND UTILITIES". 15. Provide a space for the recording number of the public sewer easement, as referenced on Lot 1 (Sheet 2 of 2). e v„.. � awn.EdaQ.e�ycr�tpQo � A;l. �tR.t)ieW: l Cv►a--14-*).fie a cfau-6��-L- G!�dQ Should you need to discuss any ports n of this letter please ontact me at(425)430-7235. Sincerely, kQQw Carrie K. Olson Development Services,Plan Review FAXED TO: Rebecca,Peterson Consulting Engineers: 425-822-7216 CC: Yellow File SLS- .;HOR 10 ' • '41$:-.9 /. '' I I.u 7- af S%1 1'2-2'/u { '.11° ► EX. FENCE 4P71--- 11': ;k'f/I/,/ w _ ___ MD_ 690 N 88 29'44 mo � W 296. 13' TO BE REMOVED " ll EX. GARAGE 1 4.4 I/. I ............7.....00,195,____12__irk_ ........... ...1 /.........0.. I TO BE REMOVFJ?, I / / �}, ' .r,'<; • u r 1 I B58<J i - . `$ • •••• • . A......,..-.4-.1 , 1I 0 F(?ONT 0, �; ��, `r) 45 5 CN-/ ' GF-AE i a...°.....:.......... ..fir o f- SBL (T . r0/l0r - ' `1` .-'.=.... ,,1• O , 1 •• � : •,—�: _�. O.../0, M.' r,d.•'�8if gr�y,� :Ts. ' •-' p iir. _.?,,11M; Yr w , ro O 1 ;. e140e 00 • ' tr) �'. X. HOUSE #3785 I: �� y' [-- °U77U ENT AN # COS I/ C'; ;! 1-STORY W/ I % `' 20' REA�? PG= SEWER •SE7`NT ^r p IV '1 N ' BASEMENT _., _ BSBL Q - N ''.rJ. ��i a- . . ; ; ( ) Q x�;�ii, >; :; l Tg REMAIN ,* \II NN �\ . - I• • rar �U 4`^ 0 4,, A ,i / /40' -4/ I / l• � +. „CO_ , r] 1 4 i %' I I ,`. '!�,�$// R.O.W. art 1956* E- ----2 /IrPil. 1 0 L — I — Tl^� SP: �b 1 ,, "Thf-1- — — i lit' TOP OF SLOPE--� 4S' l _ —' �`` ?� rI !/�� FIELD LOCATED AFR 64 / EMERGENCY r asr — — —— /�r • O..Y f�%%I C (TYP.) / \ �`'O� --.VEHICLE-- —L _ — + rr 1. TURNAROUND 10 , arr 5' S/DS �J a; :.. 'Y,„/ 'co I \ / • EASEMENT ,co o I BS_BL (TYP.) I rx p W;. , # / 1 j I co I. 0. e� 1 �/ \ p, -—J 64 oa '� # 1I _ 5 - ic-i ��0 ,b !' 0 ���I _/ J 2O BSBL / , 7 .,,f �L Z� //I�070 — = ,°ro1196' 1 tih `� �; E.I BSB ;,, •'"� w�' : // 0,0 N 88,29 54 W _296.07 4r�'! :6,4:;44€4'14 _ — .---t.-- = �a�;tr +� / i Q• — -� , arr m n x. �� 4 k u r •". 3O'i,•, / f�� CP. ,• / - \•!!': ;�::•'•:'•:••L`EEC G`IA(/. iZlVE•. + ..,,,,,� N " • -y. -- J/ 'y�ff',� / ` ,. CONCRETE' "__„ �i_i✓//////�e // r -- Carrie Olson - Re: Elsa Ridge- Hearing pa^ort Page - From: Kayren Kittrick To: Juliana Sitthidet Date: 10/29/03 12:53 P M Subject: Re: Elsa Ridge- Hearing Report The only dedication required is for the curb radius. Lincoln Avenue is at full width and no further dedication is needed at this location. With the dedication of the curb radius being sent to Council, this item is complete. CC: Carrie Olson; Jason Jordan Carrie Olson - Elsa Ridge- Hearing Re -` Page 1] From: Juliana Sitthidet To: Kittrick, Kayren Date: 10/29/03 11:45AM Subject: Elsa Ridge- Hearing Report Kayren, Lincoln Ave NE is currently classified as a residential street. The Right-of-Way fronting the Elsa Ridge Plat is 60 feet wide. In the Hex report for Elsa Ridge Short Plat, under"Finding", item 22, page 7 says: The applicant will be dedicating property along Lincoln Avenue, its eastern boundary to accomodate its widening. The dedication will have to be presented to the City Council. I did find any comment from plan review regarding the r-o-w dedication and I am not aware we would need more than the existing 60 feet R-O-W. The approved plans will have all frontage improvements installed within the existing right-of-way, and the new curb line will match alignment of of existing improvements further to the north and to the south of this project (not adjacent). The 15 feet curb radius along Lincoln Avenue NE and Lincoln Place NE will be dedicated to the City. Could you please give some input in this ROW dedication? Thanks Juliana CC: Jordan, Jason; Olson, Carrie 1'r' I' I CITY OF RENTON 11' PLANNINGBUILDING/PUBLIC WORKS MEMORANDUM DATE: August 13, 2003 TO: Juliana Sitthidet,Plan Review ROUTE TO: Kayren Kittrick,Plan Review FROM: Carrie Olson,Plan Review CO SUBJECT: ELSA RIDGE SHORT PLAT LUA-02-086-SHPL ` Attached is the most recent version of the above-referenced short plat. If all review concerns have been addressed,please sign below or return your comments as needed. Thanks. !II Approval: , ,Date: Kayren Kittrick Juliana Sitthidet Cc: Yellow File 1 � CITY OF RENTON PLANNINGBUILDING/PUBLIC WORKS MEMORANDUM DATE: August 13,2003 TO: Bob Mac Onie,Technical Services Sonja Fesser,Technical Services FROM: Carrie Olson,Plan Review x7235 SUBJECT: ELSA RIDGE SHORT PLAT LUA-02-086-SHPL SHORT PLAT AND LEGAL REVIEW Attached is the most recent version of the above-referenced short plat. The following attachments are enclosed for your review: • Letter of Compliance • Lot Closures • Plat Certificate • Short Plat drawings If all review concerns have been addressed, please sign below or return your comments as needed. Thanks. Approval: \ , Date: Robert T Mac Onie,Jr. Sonja Fesser Cc:Yellow File 7 I:\PlanReview\COLSON\Shortplats 2003\ElsaRidgeSHPL Olm PR-TS ReviewStart.doc JELOPMENT SERVICES DIVISION WAIVER OF SUBMITTAL REQUIREMENTS FOR LAND USE APPLICATIONS LAND USE PERMIT SUBMITTAL WAIVED `MMOD1FitD COMMENTS: Calculations, Survey Density Worksheet 4 Drainage Control Plan 2 Drainage Report z Elevations, Architectural 3 AND 4 Elevations, Grading 2 Existing Covenants (Recorded Copy)4 Existing Easements(Recorded Copy). .: Flood Plain Map, if applicable 4 Floor Plans 3AND4 Geotechnical Report2ANos a� Grading Plan, Conceptual 2 Grading Plan, Detailed 2 �✓ KingCountyAssessor's Ma tnd�catl S1te�` Landscaping Plan, Conceptual4 .,,... i 4 Legal D ton List of Surrounding Property Owners 4 r ...................................................................................................................................................................................................................................................................................... Map of Existing Site Conditions 4 Master A lication Forma Monument Cards(one per monument) , MD /711\ t• -11) 1 Parking, Lot Coverage&Landscaping Analysis a ' Plan Reductions (PMTs)4 - - , P•o e a Preapplication Meeting Summary 4 Public Works Approval Letter 2 Rehabilitation Plan 4 This requirement may be waived by: • 1. Property Services Section PROJECT NAME: 2. Public Works Plan Review Section 3. Building Section DATE: -Ll 1 I ' 4. Development Planning Section Q:\WEB\PW\DEVSERV\AFORM\aformwaiver.xls06/25/02 I PARCELS.txt Perimeter: 523.20 Area: 12,921. sq.ft. 0.29 acres Mapcheck closure - (uses listed courses and chords) Error closure: 0.0018 Course: S 84-39-21 W Error North: -0.00017 East : -0.00179 Precision 1: 290,661.11 Parcel name: TOTAL PARCEL North: 7953.8481 East : 7949.8192 Line Course: N 88-29-54 W Length: 296.07 North: 7961.6069 East : 7653.8509 Line Course: N 01-38-51 E Length: 210.37: 7659.8991 North: 8171.8900 Line course: S 88-29-44 E Length: 296.13 North: 8164.1152 East : 7955.9270 Line Course: S 01-39-47 W Length: 210.35 North: 7953.8538 East : 7949.8223 Perimeter: 1012.92 Area: 62,287. sq.ft. 1.42 acres Mapcheck closure - (Uses listed courses and chords) Error Closure: 0.0065 Course: N 28-24-35 E Error North: 0.00572 East : 0.00309 Precision 1: 155,833.85 DrV CI a t R pial ENTpN NC, RECENE D • Page 3 PARCELS.tXt Error closure: 0.0010 Course: S 77-49-21 w Error North: -0.00021 East : -0.00099 1, Precision 1: 539,170.00 Parcel name: LOT 4 North: 8013.8231 East : 7951.5607 Line Course: N 88-29-54 W Length: 100.65 North: 8016.4607 East : 7850.9452 Line course: N 01-30-06 E Length: 80.36 North: 8096.7931 East : 7853.0511 Line Course: S 88-29-54 E Length: 100.88 North: 8094.1494 East : 7953.8965 Line Course: S 01-39-47 W Length: 80.36 North: 8013.8233 East : 7951. 5643 Perimeter: 362.24 Area: 8,096. sq.ft. 0.18 acres Mapcheck Closure - (Uses listed courses and chords) Error Closure: 0.0037 Course: N 86-30-11 E Error North: 0.00022 East : 0.00365 Precision 1: 97,905.41 Parcel name: LOT 5 North: 7953.8481 East : 7949.8192 Line Course: N 88-29-54 W Length: 100.48 North: 7956.4813 East : 7849.3737 Line Course: N 01-30-06 E Length: 60.00 North: 8016.4607 East : 7850.9461 Line Course: S 88-29-54 E Length: 100.65 North: 8013.8230 East : 7951. 5615 Line Course: S 01-39-47 w Length: 60.00 North: 7953.8483 East : 7949.8202 Perimeter: 321.13 Area: 6,033. sq.ft. 0.13 acres Mapcheck closure - (Uses listed courses and chords) Error Closure: 0.0010 Course: N 78-02-14 E Error North: 0.00021 East : 0.00100 Precision 1: 321,130.00 I Parcel name: LOT 6 North: 7956.4815 East : 7849. 3738 Line Course: N 88-29-54 W Length: 195. 59 North: 7961.6071 East : 7653.8510 Line Course: N 01-38-51 E Length: 66.09 North: 8027.6698 East : 7655.7511 Line Course: S 88-29-54 E Length: 195.42 North: 8022.5486 East : 7851.1040 Line course: S 01-30-06 w Length: 66.09 North: 7956.4813 East : 7849. 3720 Page 2 PARCELS.txt Parcel name: LOT 1 North: 8094.1468 East : 7953.8929 Line Course: N 88-29-54 W Length: 100.88 North: 8096.7904 East : 7853.0476 Line Course: N 01-30-06 E Length: 70.00 North: 8166.7664 East : 7854.8820 Line Course: S 88-29-44 E Length: 101.07 North: 8164.1129 East : 7955.9171 Line Course: S 01-39-47 W Length: 70.00 North: 8094.1423 East : 7953.8856 Perimeter: 341.94 Area: 7,067. sq.ft. 0.16 acres Mapcheck Closure - (Uses listed courses and chords) Error closure: 0.0085 Course: S 58-42-21 W Error North: -0.00443 East : -0.00729 Precision 1: 40,229.41 Parcel name: LOT 2 North: 8096.7905 East : 7853.0523 Line Course: N 88-29-54 W Length: 195.23 North: 8101.9067 East : 7657.8894 Line Course: N 01-38-51 E Length: 70.01 North: 8171.8878 East : 7659.9022 Line Course: S 88-29-44 E Length: 195.06 North: 8166.7666 East : 7854.8949 Line Course: S 01-30-06 W Length: 70.00 North: 8096.7906 East : 7853.0605 Perimeter: 530.30 Area: 13,661. sq.ft. 0.31 acres Mapcheck Closure - (Uses listed courses and chords) Error Closure: 0.0082 Course: N 89-17-24 E Error North: 0.00010 East : 0.00820 Precision 1: 64,670.73 Parcel name: LOT 3 North: 8022. 5522 East : 7851.1060 Line Course: N 88-29-54 W Length: 195.42 North: 8027.6734 East : 7655.7531 Line Course: N 01-38-51 E Length: 74.26 North: 8101.9027 East : 7657.8881 Line Course: S 88-29-54 E Length: 195.23 North: 8096.7865 East : 7853.0511 Line Course: S 01-30-06 W Length: 74.26 North: 8022. 5520 East : 7851.1050 Perimeter: 539.18 Area: 14,505. sq.ft. 0. 33 acres Mapcheck Closure - (Uses listed courses and chords) Page 1 OCHICAGO TITL JRANCE COMPANY PHONE: (206)628-5623 701 FIFTH AVENUE,#1800,SEATTLE,WA 98104 FAX: (206)628-5657 ORDER NO: 001045802 YOUR NO: FARR PROPERTY UNIT NO: 10 LOAN NO: SUPPLEMENTAL COMMITMENT #2 Q ORDER REFERENCE INFORMATION SUPPLEMENTAL NUMBER 2 SELLER: PURCHASER/BORROWER: MYRTLE I. FARR LOAN NUMBER: PROPERTY ADDRESS: WASHINGTON Our Title Commitment dated 07/02/02 at 8:00 A.M. is supplemented as follows: R THERE HAS BEEN NO CHANGE IN THIS COMMITMENT SINCE JULY 2, 2002, EXCEPT AS SHOWN HEREIN' ABOVE AND ON SUPPLEMENTAL(S) 1. s JUNE 26, 2003 AUTHORIZED BY: KEITH EISENBREY D •V0ppFNTP RAN DNiNG 17ECEI E SUPPCOM2/RDA/0999 • P OCHICAGO TITLE INSURANCE COMPANY 701 FIFTH AVENUE, #1800,SEATTLE,WA 98104 PHONE: (206)628-5623 FAX: (206)628-5657 ORDER NO: 001045802 YOUR NO: FARR PROPERTY UNIT NO: 10 LOAN NO: SUPPLEMENTAL COMMITMENT G ORDER REFERENCE INFORMATION SUPPLEMENTAL NUMBER 1 SELLER: PURCHASER/BORROWER: MYRTLE I . FARR LOAN NUMBER: PROPERTY ADDRESS: WASHINGTON Our Title Commitment dated 07/02/02 at 8:00 A.M. is supplemented as follows: H PARAGRAPH NUMBER(S) 2 AND 3 OF OUR COMMITMENT IS (ARE) ELIMINATED. THE VESTING IN PARAGRAPH THREE OF SCHEDULE A OF OUR COMMITMENT IS AMENDED AS FOLLOWS: CAMBRIDGE HOMES, INC. , A WASHINGTON CORPORATION J THE FOLLOWING PARAGRAPH(S) HAS (HAVE) BEEN ADDED TO OUR COMMITMENT: K PARAGRAPH NUMBER 5: 1 . GENERAL AND SPECIAL TAXES AND CHARGES, PAYABLE FEBRUARY 15, DELINQUENT IF FIRST HALF UNPAID ON MAY 1 , SECOND HALF DELINQUENT IF UNPAID ON NOVEMBER 1 OF THE TAX YEAR (AMOUNTS DO NOT INCLUDE INTEREST AND PENALTIES) : YEAR: 2003 TAX ACCOUNT NUMBER: 334570-0135-01 LEVY CODE: 2152 ASSESSED VALUE-LAND: $ 145,000.00 ASSESSED VALUE-IMPROVEMENTS: $ 179,000.00 GENERAL & SPECIAL TAXES: BILLED: $ 3,618.91 SEE NEXT PAGE SUPPLCOM/RDA/0999 CHICAGO TITLE INSURANCE COMPANY Order No.: 1045802 Your No.: FARR PROPERTY Unit No.: 10 SUPPLEMENTAL COMMITMENT (Continued) PAID: $ 1 ,809.46 UNPAID: $ 1 ,809.45 M PARAGRAPH NUMBER 6: N 2. DEED OF TRUST AND THE TERMS AND CONDITIONS THEREOF: GRANTOR: CAMBRIDGE HOMES, INC. TRUSTEE: PRLAP, INC. , A WASHINGTON CORPORATION BENEFICIARY: BANK OF AMERICA, N.A. AMOUNT: $ 650,000.00 DATED: MAY 30, 2003 RECORDED: MAY 30, 2003 �I RECORDING NUMBER: 20030530003872 LOAN NUMBER: THE AMOUNT NOW SECURED BY SAID DEED OF TRUST AND THE TERMS UPON WHICH THE SAME CAN BE DISCHARGED OR ASSUMED SHOULD BE ASCERTAINED FROM THE HOLDER OF THE INDEBTEDNESS SECURED. 0 THERE HAS BEEN NO CHANGE IN THIS COMMITMENT SINCE JULY 2, 2002, EXCEPT THE MATTERS NOTED HEREINABOVE. P • JUNE 4, 2003 AUTHORIZED BY: KEITH EISENBREY St fPLCOM2/RDA/0999 A w C CHICAGO TITLE INSURANCE COMPANY O701 FIFTH AVENUE,#1800,SEATTLE,WA 98104 Order No.: 001045802 PROPERTY ADDRESS: WASHINGTON Your No.: FARR PROPERTY PETERSON CONSULTING ENGINEERS 4030 LAKE WASHINGTON BLVD.NE,STE.200 KIRKLAND,WASHINGTON 98033 ATTN: REBECCA 1/1 Enclosed are your materials on the above transaction. If you have any questions regarding these materials, please contact us. Thank you for this opportunity to serve you. UNIT 10 -YOUR COMPLETE BUILDER/DEVELOPER SERVICE CENTER WE HAVE EXPANDED TO SERVE ALL YOUR TITLE INSURANCE NEEDS RELATED TO LAND ACQUISITION,DEVELOPMENT FINANCING AND PROPERTY SUBDIVISION. MIKE HARRIS 1TILE OFFICER (206)628-5623 (E-MAIL:HARRISMI@CIT.COM) ROGER TERRIERE ITI'LE OFFICER (206)370-3180 (E-MAIL:TERRIERER@CTT.COM) KEITH EISENBREY 1TILE OFFICER (206)628-8377 (E-MAIL:EISENBREYK@CTT.COM) SIEVE KINSELLA CONDO COORDINATOR (206)628-5614 (E-MAIL:KINSELLAS@C11.COM) DAVID BENNEI'1 SENIOR TITLE EXAMINER BOB BLOEDEL SENIOR 1'1'FLE EXAMINER FAX NUMBER (206)628-5657 TITLETIS/RDA/0999 (T CDCHICAGO TITL INSURANCE COMPANY PHONE: (206)628-5623 701 FIFTH AVENUE,#1800,SEATTLE,WA 98104 FAX: (206)628-5657 ORDER NO: 001045802 YOUR NO: FARR PROPERTY UNIT NO: 10 LOAN NO: SUPPLEMENTAL COMMITMENT a ORDER REFERENCE INFORMATION SUPPLEMENTAL NUMBER 1 SELLER: PURCHASER/BORROWER: MYRTLE I. FARR LOAN NUMBER: PROPERTY ADDRESS: WASHINGTON Our Title Commitment dated 07/02/02 at 8 :00 A.M. is supplemented as follows: a PARAGRAPH NUMBER(S) 2 AND 3 OF OUR COMMITMENT IS (ARE) ELIMINATED. r THE VESTING IN PARAGRAPH THREE OF SCHEDULE A OF OUR COMMITMENT IS AMENDED AS FOLLOWS: CAMBRIDGE HOMES, INC. , A WASHINGTON CORPORATION THE FOLLOWING PARAGRAPH(S) HAS (HAVE) BEEN ADDED TO OUR COMMITMENT: x PARAGRAPH NUMBER 5: 1. GENERAL AND SPECIAL TAXES AND CHARGES, PAYABLE FEBRUARY 15, DELINQUENT IF FIRST HALF UNPAID ON MAY 1, SECOND HALF DELINQUENT IF UNPAID ON NOVEMBER 1 OF THE TAX YEAR (AMOUNTS DO NOT INCLUDE INTEREST AND PENALTIES) : YEAR: 2003 TAX ACCOUNT NUMBER: 334570-0135-01 LEVY CODE: 2152 ASSESSED VALUE-LAND: $ 145, 000.00 ASSESSED VALUE-IMPROVEMENTS: $ 179,000.00 GENERAL & SPECIAL TAXES: BILLED: $ 3,618.91 SEE NEXT PAGE SUPPLCOM/RDA/0999 CHICAGO TITLE INSURANCE COMPANY Order No.: 1045802 Your No.: FARR PROPERTY Unit No.: 10 SUPPLEMENTAL COMMITMENT (Continued) PAID: $ 1,809.46 UNPAID: $ 1,809.45 x PARAGRAPH NUMBER 6: x 2 . DEED OF TRUST AND THE TERMS AND CONDITIONS THEREOF: GRANTOR: CAMBRIDGE HOMES, INC. TRUSTEE: PRLAP, INC. , A WASHINGTON CORPORATION BENEFICIARY: BANK OF AMERICA, N.A. AMOUNT: $ 650, 000.00 DATED: MAY 30, 2003 RECORDED: MAY 30, 2003 RECORDING NUMBER: 20030530003872 LOAN NUMBER: --- THE AMOUNT NOW SECURED BY SAID DEED OF TRUST AND THE TERMS UPON WHICH THE SAME CAN BE DISCHARGED OR ASSUMED SHOULD BE ASCERTAINED FROM THE HOLDER OF THE INDEBTEDNESS SECURED. 0 THERE HAS BEEN NO CHANGE IN THIS COMMITMENT SINCE JULY 2, 2002, EXCEPT THE MATTERS NOTED HEREINABOVE. P JUNE 4, 2003 AUTHORIZED BY: KEITH EISENBREY SUPLCOM2/RDA/0999 19 CHICAGO TITLE INSURANCE COMPANY C of O701 FIFTH AVENUE,#1800,SEATTLE,WA 98104 Order No.: 001045802 PROPERTY ADDRESS: WASHINGTON Your No.: FARR PROPERTY PETERSON CONSULTING ENGINEERS 4030 LAKE WASHINGTON BLVD.NE,STE.200 KIRKLAND,WASHINGTON 98033 ATTN: REBECCA 1/1 11) Enclosed are your materials on the above transaction. If you have any questions regarding these materials, please contact us. Thank you for this opportunity to serve you. UNIT 10 -YOUR COMPLETE BUILDER/DEVELOPER SERVICE CENTER WE HAVE EXPANDED TO SERVE ALL YOUR TITLE INSURANCE NEEDS RELATED TO LAND ACQUISITION,DEVELOPMENT FINANCING AND PROPERTY SUBDIVISION. MIKE HARRIS 1'1'1LE OFFICER (206)628-5623 (E-MAIL:HARRISMI@CTT.COM) KEITH EISENBREY 111 LE OFFICER (206)628-8377 (E-MAIL:EISENBREYK@CTT.COM) STEVE KINSELLA CONDO COORDINATOR (206)628-5614 (E-MAIL:KINSELLAS@CTT.COM) DAVID BENNETT SENIOR ITI'LE EXAMINER BOB BLOEDEL SENIOR TITLE EXAMINER FAX NUMBER (206)628-5657 *** RECORDING ALERT *** Effective June 13, 2002, there will be an additional $10.00 charge for the recording of most documents. This will raise the recording fee for the first page from $9.00 to $19.00 (plus the 65 cents postage fee). Documents with multiple titles will be charged the additional fee for each title. If you have questions regarding a specific recording situation,please contact your title officer. 7TTLE"f l5/RDA/0999 • },, 4 )TITLE INSURANCE COMPAN N'IF VENUE,#1800,SEATTLE,WA 98104 • PLAT CERTIFICATE Order No.: 1045802 Certificate for Filing Proposed Plat: In the matter of the plat submitted for our approval,this Company has examined the records of the County Auditor and County Clerk of KING County,Washington,and the records of the Clerk of the United States Courts holding terms in said County,and from such examination hereby certifies that the title to the following described land situate in said KING County,to-wit: SEE SCHEDULE A(NEXT PAGE) VESTED IN: THE HEIRS AND DEVISEES OF MYRTLE I . FARR, DECEASED EXCEPTIONS: SEE SCHEDULE B ATTACHED CHARGE: $200.00 TAX: $17.6 0 Records examined to JULY 2, 2 0 02 at 8 :0 0 AM /—)/1/../4/41(5 By MIKE HARRIS/KEIT BREY Title Officer (206) 628-5623 PIATCRTA/RDA/0999 30 TITLE INSURANCE COMP! PLAT CERTIFICATE { ' SCHEDULE A (Continued) Order No.: 1045802 LEGAL DESCRIPTION LOT 7, BLOCK 3, C.D. HILLMAN'S LAKE WASHINGTON GARDEN OF EDEN NO. 7, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 16 OF PLATS, PAGE 18, IN KING COUNTY, WASHINGTON. • PIATCRTL/RDA/0999 CHICAGO TITLE INSURANCE COMPANY PLAT CERTIFICATE SCHEDULE B Order No.: 1045802 This certificate does not insure against loss or damage by reason of the following exceptions: GENERAL EXCEPTIONS: A. Defects,liens,encumbrances,adverse claims or other matters,if any,created,first appearing in the public records or attaching subsequent to the effective date hereof but prior to the date the proposed insured acquires for value of record the estate or interest or mortgage thereon covered by this Commitment. B. Rights or claims of parties in possession not shown by the public records. C. Encroachments,overlaps,boundary line disputes,and any other matters which would be disclosed by an accurate survey and inspection of the premises. D. Easements or claims of easements not shown by the public records. E. Any lien,or right to lien,for contributions to employee benefit funds,or for state workers'compensation,or for services,labor,or material heretofore or hereafter furnished,all as imposed by law,and not shown by the public records. F. Liens under the Workmen's Compensation Act not shown by the public records. G. Any service,installation,connection,maintenance or construction charges for sewer,water,electricity or garbage removal. H. General taxes not now payable;matters relating to special assessments and special levies,if any,preceding or in the same becoming a lien. I. Reservations or exceptions in patents or in Acts authorizing the issuance thereof; Indian tribal codes or regulations,Indian treaty or aboriginal rights, including easements or equitable servitudes. J. Water rights,claims,or title to water. K. THIS REPORT IS ISSUED AND ACCEPTED UPON THE UNDERSTANDING THAT THE LIABILITY OF THE COMPANY SHALL NOT EXCEED ONE THOUSAND DOLLARS($1000.00). P[ATC RTB/RDA/0999 (A GO TITLE INSURANCE COMP/ PLAT CERTIFICATE SCHEDULE B (Continued) Order No.: 1045802 AMM EXCEPTIONS A 1 . TERMS AND CONDITIONS OF NOTICE OF CHARGES BY WATER, SEWER, AND/OR STORM AND SURFACE WATER UTILITIES, RECORDED UNDER RECORDING NUMBER 9304091250. a 2 . GENERAL AND SPECIAL TAXES AND CHARGES, PAYABLE FEBRUARY 15, DELINQUENT IF FIRST HALF UNPAID ON MAY 1, SECOND HALF DELINQUENT IF UNPAID ON NOVEMBER 1 OF THE TAX YEAR (AMOUNTS DO NOT INCLUDE INTEREST AND PENALTIES) : YEAR: 2002 TAX ACCOUNT NUMBER: 334570-0135-01 LEVY CODE: 2152 ASSESSED VALUE-LAND: $ 116,000.00 ASSESSED VALUE-IMPROVEMENTS: $ 190,000.00 GENERAL & SPECIAL TAXES: BILLED: $ 3,527.40 PAID: $ 1,763.70 UNPAID: $ 1,763 .70 c 3 . PENDING PROBATE PROCEEDINGS IN KING COUNTY SUPERIOR COURT OF THE ESTATE OF MYRTLE I. FARR: DATE OF DEATH: JANUARY 11, 2002 CASE NUMBER: 02-4-00167-7 PERSONAL REPRESENTATIVE(S) : DELORES M. HINES ATTORNEY FOR THE ESTATE: JENNIFER LEE WHITE THE PERSONAL REPRESENTATIVE (S) HAS/HAVE BEEN GRANTED NON-INTERVENTION POWERS TO SELL, CONVEY OR MORTGAGE THE PROPERTY. D 4 . THE LEGAL DESCRIPTION IN THIS COMMITMENT IS BASED ON INFORMATION PROVIDED WITH THE APPLICATION AND THE PUBLIC RECORDS AS DEFINED IN THE POLICY TO ISSUE. THE PARTIES TO THE FORTHCOMING TRANSACTION MUST NOTIFY THE TITLE INSURANCE COMPANY PRIOR TO CLOSING IF THE DESCRIPTION DOES NOT CONFORM TO THEIR EXPECTATIONS. NOTE 1: THE FOLLOWING MAY BE USED AS AN ABBREVIATED LEGAL DESCRIPTION ON THE DOCUMENTS TO BE RECORDED TO COMPLY WITH THE REQUIREMENTS OF RCW 64 .04 . SAID ABBREVIATED LEGAL DESCRIPTION IS NOT A SUBSTITUTE FOR A COMPLETE LEGAL DESCRIPTION WHICH MUST ALSO APPEAR IN THE BODY OF THE DOCUMENT: LOT 7, BLOCK 3, VOLUME 16 PLATS PG 18 . AS OF JULY 2, 2002, THE TAX ACCOUNT FOR SAID PREMISES IS 334570-0135-01. END OF SCHEDULE B P[ATCRTB 1/RDA/0999 C. O CHICAGO TITLE 'f,,,JRANCE COMPANY 701 FIFTH AVENUE, #1800,SEATTLE,WA 98104 PHONE: (206)628-5623 FAX: (206)628-5657 IMPORTANT:This is not a Survey. It is furnished as a convenience to locate the land indicated hereon with reference to streets and other land. No liability is assumed by reason of reliance hereon. C.D. Hillman's Lake Washington Garden of Eden No. 7, 16/ 18 T .»..,..:. -� f ]oe • — i rr+.v «. e..r SE.84TH:SZ l••'•:.. p JNLrT 14 7 i rrx cc N8,, inc. rw.— _ ` ""' + .[r rc .r ar.x w.aa Y \,^ a 4 eCit c�- �I .-.t 4 ••-- ti ... A RCN SNPI 1 s.01.S 10 �� ry; ✓, / ♦r�*i^ I 061-91 �1921t°79010 / e ,}' 4 t 7 p'. ` ..P l.r Tx...-4.-r ,L..,• .� >rd k c�•f?.- ! .+I� rY. `� ssx s .,w �'u /.tc G/LS • ''' ., d k -`' ..�.•• yrrr.r 1.1t F • 7 ' sg T(y� t .i ?Il i 10 V6toz��o4Z2 ; er 1. ;! �1 a g W :r'��M 4 .I•sa - - ` Z y - a I. � a �cc �y - �^ k eKCSP W d ,., ° Ct r,.er ,�.. r 4It, N 1k �. I Y ;N.�, / W�xs/+N✓...C.42It /:.+ it w' f ac v4 y O SE.88TFt ST. a V .r;.r. VW. V u..,r Lvtt -.; arx rt/. —41(1•t 1:fs a ° ' � • N 9Mom,• + Z i i = f t ow e # , °•' W ■g ' ma, P O 40 fi W! y'� COI lul-/o-1.o-u. f0o001f2fo0o0; \ P�` I..1 '.rr J Pa I. 6 35 Pa e i •� •I K N .t ri. . �, 4 y MO ^SP ...,. R U X ti p.�! J I .191.. -/o— I. .�+9 0 lAlt 1r '�i.� V ; oo i S 1 .../i�..ra j.. Lc e1...�+� f �.. Ir r y.A. 11+ M'i ASH..T u...,u._ ,.. , . c..,rr o.w Xi SE:','68 T-",j.,",r....u"�O♦ ".Rsa mar-. ...•Y 'a t:,:<;'W MAP/RDA/0999 .: • • O O i 1 WHEN RECORDED RETURN TO: Q 1 Warren, Kellogg, Barber, Dean & Fontes, P.S. o Attorneys at Law P.O. Box 626 • Renton, WA 98057 w QUIT CLAIM DEED m \ • i WALTER S. FARR, whose wife is MYRTLE I. FARR, for and in N consideration of love and affection, husband to wife, conveys and quit41 claims to MYRTLE I. FARR, as her separate estate, the following o { m described real estate, situated in King County, State of Washington, Lip together with all after acquired title of the Grantor therein: w pLot 7, Block 3, C.D. Hillman's Lake Washington Garden of Eden m • ist No. 7, in King County, Washington. ., W UP Dated: June J L , 1994. O i 0I Walter S. Farr by �YrJ.,,oZ(z ✓ -'• `-�-Cas-1 M—t I. Farr, • his attorney-in-fact STATE OF WASHINGTON ) ) 96 COUNTY OF KING ) ' I certify that I know or have satisfactory evidence that Myrtle I. Farr is the person who appeared before me, and who signed this instrument, on oath stated that she was authorized to execute the instrument and acknowledged it as the attorney-in-fact of Walter S. Farr, to be the free and voluntary act of such party for the uses and purposes mentioned in the instrument. • Dated: June f(O , 1994. f) A9 ' 6 J.Rlp z,,,,# No ary Publirin and or tat of . 0 'oii"••%v,%/- 1, 'Washington, fesiding at i �' • ` o r ►'IA ti. My appointment expires: 02/7/95-- Q,,, ,,pP/ '6 z :cut Pamela Rigney • PAG l'4uL.,,,, • 00'! IC f00 6D93O31 minx O+UX Ai GOrtt180 8920-229016 • 9 r • nI r 0, Filed for Record at Request of: . •x King County Water District No. 107 7415 129th S.E. Renton, WA 98056 NOTICE OF ADOPTION OF WATER AND SEWER LOCAL FACILITIES CONNECTION CHARGE 1 King County Water District No. 107,King County,Washington,hereby gives notice of p the adoption of certain water and sewer local facility connection charges pursuant to Resolution tn cv No. 1373 adopted by the Board of Commissioners on January 27, 1993 applicable to the areas • — shown on the map attached hereto as Exhibit'A.• pa I CO VICTOR CARPINE,Secretary .: tr Board of Commissioners King County Water District No. 107 i i • 1' s • LI I • F:IDMSUWM\002&045.01 02 24/93 ` T_ `,, r �... .. 1. I i S~;i i:.A4• ti c,?��'fitN:'•e:� '•:f��Ra� .1, 0 ® 1 • \ 4 rill: 4r r Z._. `• KING COUNTY WATER OlSRCT NO. 107 BOUNDARY i I li iit , • • e 1 I i ----- 4 fk,_— ht ) ' -4 / 411; Ile 0 . ..1 - ' 8141. Illi i c_., ..... ._. 1 ._ ,..„) ____ (...1 .-..\ ....,.. 1 cr, w LJ:_ 'Crn�� 'CSC Cn .)ii:ill .. i _,i trs ill k _ l�1\ w_ II I 0 ..3 . 7. i IF .-: 7:-N -. . , t t.....„ . ;11,/..1. _ ' \ . tse...•• EXHIBIT A (1j-�(�(1 KING COUNT? �_ntlW i , �,�,�-.J WATfR OI7 TPICT tni ` NUMOEA 107 �..a.u.c.. A......w c.u...rua oo n «.., ".. VICINITY MAP minixo.r•rwsv CM).r•-eel. • �^•• 1 ', t J- .. 'tom •• •• I , .1 '4- .1i , 7Y u.`r 7,7r14" !P . 10030530003871.001 Al I ER RECORDING MALL TO 11111 Name Cambridge Homes.Inc 1 a Address 1800 NE 44'Street.#200 20030530003871 PACGE 001 ONU F GiTIT l 10.00 05/30/2003 15'57 City.State.Zip Renton,WA 98056 KING COUNTY, Ui Filed for Record at Request of E 1962694 05/30/2003 15:31 KING COUNt�TYY�, LW�A� SALE s40e;e0A.00 PAGE eei OF eei BARGAIN AND SALE DEED \1 �� TINE GRANTOR(S) The Heirs and Devisees of Myrtle L Farr,deceased (40.2Z9 for and in consideration of Four Hundred Thousand Dollars Dollars($400,000 00), in hand paid,bargains,sells,and conveys to Cambridge Homes,Inc,a Washington Corporation the following described estate,situated in the County of King,State of Washington Lot 7,Block 3,Hillman's C D,Lake Washington Garden of Eden,Division No 7,according to the plat thereof recorded in Volume 16 of Plats,page 18,m King County,Washington Assessor's Property Tax Parcel/Account Number 334570-0135-01 The Grantor(s)for hmiselflherself7themselves and for hts/her/their successors in interest do(es)by these presents expressly limit the covenants of the deed to those herein expressed,and exclude ail covenants arising or to arise by statutory or other imphcanon, and do(es)hereby covenant that against all persons whomsoever lawfully , claiming or to claim by,through,or under said Grantor(s)and not otherwise,he/she/they will forever warrant and defend the said described real estate Dated 5//(#/0 ) � , STATE OF WASHINGTON COUNTY OF KIP/G ^r 1 certify that I know or have satisfactory evidence that DELORES HINES,signed this insnumen on oath stated that she is authorized to execute the instrument and acknowledge as the PERSONAL REPRESENTATIVE of THE ESTATE OF MYRTLE I FARR to be Om fee and voluntary act of such patty for dinsions,eakpurposcd mentioned in this instrument SI ' / ��POMI R�` Dated 'aet'9$ Rj 11 • &&/ O,y., 1 O mi R Tnckett \4qJ-A•.-iagary Public in and for the state of Washington /ff"'.di (/C ii,m./ tv�appointment expires S/19/04 Nlth ik,Z; LPB-15(i) 7/97 Ai. 'n030530003872.001 AFTER RECORDING RETURN TO BANK OF AMERICA-HOME BUILDER DIVISIOli WA3-504-04-02 10500 N E 8TH STREET,SUITE 400 BELLEVUE 20030530003872 Attention Lwoan n Administration PACIFIC NY TIT DT 16 00 05GE/3 /01 OF 200.5 30/ 03 15.57 KING COUNTY, WA [space above line reserved for recorder's use] Document Title: 1. Deed of Trust 2. Security Agreement of 3 Fixture Filing Grantors: Cambridge Homes,Inc. � Q Q� Grantee: Bank of America,N.A. q'-1 to%SZ 1—0 Legal Description: Abbreviated: Lot 7,Blk 3,C.D.Hillman's Lake Washington Garden of Eden No.7, Vol.16,pg.18 Full Legal Description:See Schedule"A"attached Assessor's Tax Parcel No.:334570-0135-01 Reference Nos.of Documents Released or Assigned:Not Applicable NOTICE TO RECORDER: THIS DOCUMENT SERVES AS A FIXTURE FILING UNDER THE WASHINGTON UNIFORM COMMERCIAL CODE.This Financing Statement covers goods described herein by Item or type some or all of which are affixed or are to be affixed to the real property described in Schedule A to this document.For purposes of this fixture filing the Debtor and the Secured Party and their respective addresses are: Debtor:Cambridge Homes,Inc. Secured Party:Bank of America,N.A. 1800 NE 44th Street,Suite 200 REBG-Home Builder Division Renton,WA 98056 WA3-504-04-02 Attention:Richard J.FInkbeiner 10500 N.E.8"'Street,Suite 400 Bellevue,WA 98004 Debtor's Organizational Identification No.:601 943 887 • DEED OF TRUST Page 1 of 9 REBG Home Builder WA-OR-ID[202733 v.4 Rev.05-23-03] Cambridge Homes,Inc m28214-426726 3 doc ?0030530003872.002 Bank of America. Loan No 231831- Title Co Pacific Northwest Title Company of Washington, Title Policy No 462529 DEED OF TRUST, SECURITY AGREEMENT and FIXTURE FILING (Washington) THIS DEED OF TRUST, SECURITY AGREEMENT AND FIXTURE FILING("Deed of Trust")is made as of May 30,2003,by CAMBRIDGE HOMES,INC.,a Washington corporation('Grantor"),whose address is 1800 NE 44th Street, Suite 200, Renton,Washington 98056,Attention Richard J Finkbeiner, • in trust to PRLAP, Inc.,a Washington corporation ("Trustee"), whose address is P 0 Box 515351, Los Angeles, California 90051-6651, for the benefit of BANK OF AMERICA, N-A., ("Beneficiary'), whose address rs Home Builder Division, WA3-504-04-02, 10500 N E 8th Street, Suite 400, Bellevue, WA 98004,Attention Loan Administration FOR VALUABLE CONSIDERATION, Grantor covenants and agrees for the benefit of Beneficiary 1 CONVEYANCE - GRANT OF SECURITY INTEREST. As security for payment and performance of the Secured Obligations, Grantor irrevocably grants, bargains, sells and conveys to Trustee, in trust, with power of sale, and with nght of entry and possession, for the benefit of Beneficiary, and assigns and grants to Beneficiary a secunty interest in, all of Grantor's right, title and interest,now owned or hereafter acquired,in and to the following(the'Property') (a) The real property described in Schedule A attached to this Deed of Trust, together with all buildings,structures and other improvements now or in the future located or to be constructed thereon, and all tenements, hereditaments, appurtenances, privileges and other rights and interests now or in the future benefiting or otherwise relating thereto including, without limitation, easements,licenses, rights-of- way, development nghts, oil and gas rights, royalties, minerals and mineral rights, irngation, well, ditch, reservoir and water nghts, permits and stock, and the right to construct, use, connect to or have the benefit and enjoyment of any offsite improvement or utility(collectively,the'Project") (b) All rents, issues, income, revenues,royalties and profits now or in the future payable with respect to or otherwise derived from the Project or the ownership, use, management, operation, leasing or occupancy of the Project including,without limitation,those past due and unpaid, (c) All present and future right,title and interest of Grantor in and to all inventory,equipment, materials, supplies, fixtures and other goods and property of every kind, type and descnption now or in the future located at, upon or about, or affixed or attached to or installed in the Project,or used or to be used in connection with or otherwise relating to the Project or the ownership, use, development, construction, maintenance, management, operation, marketing, leasing or occupancy of the Project wherever such property may be actually located including, without limitation, building matenals and supplies, tools and equipment, machinery, furnaces, water tanks, ventilating and air conditioning equipment,furniture,furnishings, appliances,and all other types of tangible personal property and fixtures of any kind or nature, and all accessories, additions, attachments, parts, replacements, substitutions, products and proceeds of or to any such property, (d) All present and future right, title and interest of Grantor in and to all accounts and proceeds (whether cash or non-cash and including payment intangibles), general intangibles, chattel paper, money, deposit accounts, loan disbursement accounts, accounts receivable, instruments, documents, letter of credit rights and all other agreements, contract nghts, obligations, nghts, claims, causes of action and written matenals now or in the future relating to or otherwise ansing in connection with or denved from the Project or the ownership, use, development, construction, maintenance, management,operation,marketing, leasing,occupancy, sale or financing of the Project including,without limitaUpn, (i) studies, reports, maps, diagrams, surveys, plats, design and consulting work, and land use permit applications, filings and supporting information,On permits, approvals and other governmental and non-governmental consents, licenses and authorizations, (iv) improvement plans and specifications and architectural drawings, (iv)agreements with contractors,subcontractors,suppliers, project managers and supervisors, designers, architects, engineers, sales agents, leasing agents, consultants and property managers, (v) takeout, refinancing, standby and permanent loan commitments, (vi) warranties, guaranties, indemnities and insurance policies, insurance payments and unearned insurance premiums, (vii) claims, demands, awards, settlements and other payments arising or resulting from or otherwise DEED OF TRUST Page 2 of 9 REBG Home Builder WA-OR-ID[292733 v.4 Rev.05-23-03j Cambndge Homes,Inc m28214-426726 3 doc A '0030530003872.003 I I relating to any insurance or any loss or destruction of, or injury or damage to, trespass on or taking, • condemnation (or conveyance in lieu of condemnation)or public use of any of the Project, (viii)Grantor's • funds or any other amounts deposited by or on behalf of Grantor with Beneficiary or with another in connection with the making of on-site or off-site Project related improvements, (ix) leases, rental agreements, license agreements, service and maintenance agreements, listing agreements, signs, telecommunication numbers, purchase and sale agreements and purchase options, together with advance payments, earnest money, security deposits, and other amounts paid to or deposited with Grantor under such agreements,(x) reserves,deposits, bonds,surety bonds, payment and performance bonds, letters of credit, deferred payments, latecomer payments, refunds, rebates, discounts, cost savings, escrow proceeds, sale proceeds and all other nghts to the payment of money, trade names, trademarks, service marks, logos, goodwill and all other type of intangible personal property of any kind or nature, and (xi) all supplements, modifications, amendments, renewals, restatements, extensions, proceeds,repairs,replacements and substitutions of such property,and (e) All books and records pertaining to the Property including,without limitation,all computer readable memory and any computer hardware or software necessary to access and process such memory Grantor represents and warrants to the Beneficiary that THE REAL PROPERTY CONVEYED BY THIS DEED OF TRUST IS NOT USED PRINCIPALLY FOR AGRICULTURAL PURPOSES. 2 SECURITY AGREEMENT; FIXTURE FILING This Deed of Trust also constitutes(a)a common law assignment for security and a security agreement under the Washington Uniform Commercial Code assigning and granting to Beneficiary a security interest in all or any of the Property now or hereafter constituting personal property or fixtures, and in any personal property, tangible or intangible, described in any UCC Financing Statement filed in connection with this Deed of Trust or the Secured Obligations, including products and proceeds thereof and all supporting obligations ancillary thereto, and (b)a financing statement filed for record in the real estate records as a fixture filing pursuant to the Uniform Commercial Code of the State of Washington and covenng items of property which am or are to become fixtures with respect to the Property Grantor authorizes Beneficiary at any time and from time to time to file any initial financing statements,amendments thereto and continuation statements with or without signature of Grantor as authorized by applicable law,as applicable to the Property,and ratifies any such filings by Beneficiary made prior to the date of this Deed of Trust For purposes of such filings, Grantor agrees to furnish any information requested by Beneficiary promptly upon request by Beneficiary 3 SECURED OBLIGATIONS. The following obligations (the 'Secured Obligations') are secured by this Deed of Trust (a) Payment of the sum of SIX HUNDRED FIFTY THOUSAND AND NO/100 DOLLARS ($650,000 00)with interest thereon according to the terms of a promissory note of even date herewith, payable to Beneficiary or order and made by Grantor, including all renewals, amendments,modifications, restatements and extensions thereof (the "Note") THE NOTE MAY CONTAIN PROVISIONS ALLOWING FOR THE INTEREST RATE TO BE INDEXED, ADJUSTED, RENEWED, OR RENEGOTIATED BY THIS REFERENCE THE NOTE IS INCORPORATED IN AND MADE A PART OF THIS DEED OF TRUST AS THOUGH SET FORTH IN FULL If the Note evidences a revolving line of credit by Beneficiary to Grantor,then it is the express intent of Grantor and Beneficiary that this Deed of Trust and the estate held by the Trustee hereunder shall continue in effect notwithstanding that from time to time no Secured Obligations may exist, and shall survive as security for all new or additional Secured Obligations from time-to-time arising, (b) Payment of such further sums as may now or hereafter be advanced or loaned by Beneficiary to Grantor or any of its successors and assigns,and payment and performance of every other present and future obligation owing by Grantor to Beneficiary of any kind, and all renewals,modifications, restatements and extensions thereof,including any interest,fees,costs, service charges, indemnifications and expenses connected with such obligations, if (i) the promissory note or other wntten document evidencing the future advance or loan or other obligation specifically states rt is secured by this Deed of •Trust,'or(n)the advance, loan or other obligation is made or incurred pursuant to the Note,this Deed of Trust or any other document, instrument or agreement evidencing, securing or relating to the loan evidenced by the Note(the "Loan"), whether executed prior to,contemporaneously with, or subsequent to this Deed of Trust (all such documents, including, without limitation, any loan commitments and any construction or other loan agreement, and all renewals, amendments, modifications, restatements or extensions thereof, are collectively referred to as the"Loan Documents'), together with interest thereon at the rate set forth in the Note,unless otherwise specified in the Loan Documents or agreed in writing, DEED OF TRUST Page 3 of 9 REBG Home Builder WA-OR-ID[202733 v.4 Rev.05-23-03] Cambndge Homes,Inc m28214-426726 3 doc '0030530003872.004 (c) Performance of each agreement, term and condition contained in this Deed of Trust or set forth or incorporated by reference in the Loan Documents including,without limitation, any provisions relating to Loan funds set-aside for the benefit of third parties, as evidenced by a set-aside agreement between Grantor and Beneficiary,and (d) Payment and performance of the obligations of Grantor to Beneficiary under any one or more interest rate swap transactions, forward rate transactions, interest rate cap, floor or collar transactions, swaptions, bond and bond price swaps, options or forwards, treasury locks, any similar transaction, any option to enter into any of the foregoing and any combination of the foregoing, with Beneficiary, whether now existing or hereafter entered into including, without limitation any master agreement relating to or governing any or all of the foregoing and any related schedules and confirmations, and in which this Deed of Trust is expressly referenced as a credit support document (each, a "Swap Contract") As used in this Deed of Trust, the term "Loan Documents' includes each Swap Contract secured by this Deed of Trust The Secured Obligations shall not include the obligations of Grantor (or any other person or entity) under any Environmental Indemnity Agreement at any time executed by Grantor (or any other person or entity)in connection with the Loan The right is reserved to the Beneficiary, without actual notice to or the consent of Grantor, to amend this Deed of Trust to delete from the security of this Deed of Trust any one or more of the Secured Obligations, provided, that the original or a Beneficiary certified copy of such amendment is recorded in the County where the Project is located on or prior to the date the Trustee concludes a sale of the Property under applicable law 4 AFFIRMATIVE COVENANTS Grantor shall,unless waived in writing by Beneficiary (a) Maintain and preserve the Property in good condition and repair, and not commit or permit any waste thereof, with diligence obtain all required permits and approvals and construct and complete, in a good an workmanlike manner free of defective materials or workmanship and in accordance with the plan and Project budget approved by Beneficiary, the on-site and any off-site improvements to be constructed as part of the Project,restore any improvements which may be damaged or destroyed, maintain the Property free and clear of all hens and encumbrances other than the encumbrance of this Deed of Trust, any lien specifically approved by Beneficiary in writing, and any hen • for taxes or assessments not delinquent, not purchase or contract for any materials, equipment, furnishings,fixtures or personal property that the seller has the nght to remove,and defend any action or proceeding purporting to affect the security of this Deed of Trust or the rights and powers of Beneficiary or Trustee, (b) Comply with all laws, ordinances, regulations, covenants, conditions and restnctions affecting the Property, (c) Pay and perform promptly all Secured Obligations, all taxes, assessments and governmental hens or charges levied against the Property,and all claims for labor, materials,supplies or otherwise which,if unpaid,might become a hen or charge upon the Property, (d) Keep all on-site and any off-site Project improvements and all Project related inventory, equipment, materials and supplies continuously insured, with premiums prepaid, against all nsks, casualties and losses through standard fire and extended coverage insurance or otherwise, including, without limitation, insurance against fire, theft, casualty, vandalism and any other risk Beneficiary may reasonably request During construction on the Project, such policies shall be in "Builders Risk' form The insurance policies shall be in an aggregate amount of not less than the full replacement cost of said improvements and other property, including the cost of demolition and removal of debns,and shall name Beneficiary as loss payee under a lender loss payable endorsement in form satisfactory to Beneficiary The amounts collected under the insurance policies may be applied to the Secured Obligations in any manner as Beneficiary determines, and such application shall not cause discontinuance of any proceeding to foreclose upon this Deed of Trust In the event of foreclosure, all of Grantor's nghts in the insurance policies shall pass to the purchaser at the foreclosure sale Furthermore, Grantor shall (r) obtain flood insurance if the Project is located in a designated flood hazard area (as determined by Beneficiary, with such determination to be made at Grantor's expense), and (u) maintain commercial general liability insurance insuring against liability from risks associated with the use, ownership, construction and operation of the Project, with coverage limits approved by Beneficiary All insurance policies required hereunder shall be subject to Beneficiary's approval and obtained from financially reputable insurers acceptable to Beneficiary All deductibles shall be in amounts acceptable to Beneficiary, DEED OF TRUST Page4of9 REBG Home Builder WA-OR-ID[202733 v.4 Rev.05.23-03] Cambridge Homes,Inc m28214-426726 3 doc '0030530003872.005 (e) Pay, reimburse and indemnify Beneficiary for all of Beneficiary's costs and expenses incurred in connection with the enforcement of Beneficiary's rights and Grantor's obligations under this Y41 Deed of Trust, foreclosing upon this Deed of Trust, defending any action or proceeding purporting to affect the rights or duties of Beneficiary or Trustee under this Deed of Trust, or managing the Property and collecting the rents from the Property, including,without limitation,all reasonable attorneys'fees and the value of the services of staff counsel(including on appeal or otherwise), collection costs,costs of title search,and trustee's and receiver's fees,and (f) Not permit or allow any one to four family residential dwelling or condominium unit encumbered by this Deed of Trust to be occupied prior to closing the sale of that dwelling/condominium unit to an owner occupant and payment to Beneficiary of the amount required to obtain a reconveyance of this Deed of Trust with respect to that dwelling/condominium unit 5 INSPECTION OF COLLATERAL Beneficiary and/or its agents or representatives may at reasonable times enter upon and inspect the Project including, without limitation, inspecting work in i progress, and the making of tests and the taking of samples If Beneficiary and/or its agents or representatives believes rt has a duty or obligation to disclose any report or findings made as a result of or in connection with any inspection of the Project, then Beneficiary and/or its agents or representatives may make such disclosure In the event of a default Beneficiary may obtain a current regulatory conforming appraisal of the Project In addition, Beneficiary may commission appraisals when required by laws and regulations, which govern Beneficiary's lending practices The cost of all such appraisals (and related internal review fees and costs) will be paid by Grantor within fifteen(15)days after request by Beneficiary 6 PROTECTION OF BENEFICIARY'S INTEREST If Grantor fails to pay any amounts which may become a lien on the Property, or fails to maintain adequate insurance on the Property as required by Section 4(d)above,Beneficiary may at its sole option pay such obligations and/or obtain such insurance and all costs and expenses so incurred by Beneficiary shall be added to the Secured Obligations and payable by Grantor on demand together with interest at the default rate in the Note 7 DEFAULT Time is the essence of Grantor's obligations under this Deed of Trust and the other Loan Documents The following events shall, at Beneficiary's option, and at any time without regard to any previous knowledge on Beneficiary's part,constitute a default under this Deed of Trust, and the other Loan Documents (a) Construction of any on-site or off-site Project improvements is abandoned or discontinued for 15 consecutive days or more, or Beneficiary determines that the work is not being performed in accordance with the plans, specifications or project budget approved by Beneficiary, or a stop work order is issued on all or any portion of the Project and the order is not dismissed within ten(10) days after the date the order is issued, (b) Any payment is not made when due under the Note,this Deed of Trust or any other Loan Document, (c) There is a default under,a breach of,or failure to perform any other covenant,agreement or obligation to be performed under this Deed of Trust or any other Loan Document or under any guaranty of all or any part of the Secured Obligations, (d) Any representation or warranty contained in this Deed of Trust or any other Loan Document, or any financial or other information furnished to Beneficiary in connection with the Loan, proves to be false or misleading in any matenal respect, (e) Grantor defaults under any contract or other agreement relating to the Property,and such default is not cured within the applicable cure period,if any, (f) Grantor is in default with respect to any other loan from Beneficiary to Grantor, • (g) An event occurs which gives Beneficiary,,the right or option to terminate any Swap Contract, (h) Grantor, or any guarantor of the Loan fails to pay his, her or its debts generally as they become due,or files a petition or action for relief under any bankruptcy,reorganization or insolvency laws or makes an assignment for the benefit of creditors,or (i) An involuntary petition is filed against Grantor or any guarantor of the Loan under any bankruptcy, reorganization or other insolvency laws, or a custodian, receiver or trustee is appointed to take,possession, custody or control of the Property or any other properties or assets of Grantor or of any DEED OF TRUST Page 5 of 9 REBG Home Builder WA-OR-ID[202733 v.4 Rev.05-23-03] Cambridge Homes,Inc m28214-426726 3 doc tit, '0030530003872.006 guarantor of the Loan, and such petition or appointment is not set aside, withdrawn or dismissed within thirty(30)days from the date of filing or appointment 8 REMEDIES If any default occurs and is continuing, and subject to any applicable notice and cure penod provided for in the Note or any other Loan Document, Beneficiary may, at its option (a) Declare any or all of the Secured Obligations, together with all accrued interest, to be immediately due and payable without presentment,demand,protest or notice of any kind,all of which are expressly waived by Grantor, (b) Pay such sums as may be necessary to obtain a current appraisal of the Project, to inspect and test the Project and/or other Property, to pay any tax,assessment,insurance premium, lien, encumbrance or other charge against the Property,to obtain a title report and/or Trustee's Sale Guaranty, all such expenditures to be paid for by Grantor on demand and added to the Secured Obligations,and (c) Exercise its nghts and remedies under this Deed of Trust, the other Loan Documents, and applicable law including,without limitation,foreclosure of this Deed of Trust judicially as a mortgage or non-judicially pursuant to the power of sale In any judicial or non-judicial foreclosure of this Deed of Trust, the Property may be sold separately or as a whole at the option of Beneficiary, and in the event of a trustee's sale of the Property pursuant to the power of sale granted herein Beneficiary hereby assigns its security interest in the personal property collateral to the Trustee Beneficiary may also realize on the personal property collateral in accordance with the remedies available to secured parties under the Uniform Commercial Code or at law Grantor and the holder of any subordinate lien or security interest with actual or constructive notice hereof waive any equitable, statutory or other right to require marshalling of assets or to direct the order in which any of the Property will be sold Beneficiary's failure to exercise or enforce any of its rights or remedies in the event of a default shall not constitute a waiver or cure of the default, or of any subsequent default, or of its nghts and remedies with respect to such default In the ev ent of defaul t unde r this Deed of Trust or the other Loan diBeneficiary's costs Documents,and whether or not suit is filed or any proceedings are commenced,all of and expenses incurred in connection therewith including,without limitation,Trustee's and attorneys'fees (including attorneys' fees for any appeal, bankruptcy proceeding or any other proceeding), accountants' fees, appraisal and internal appraisal review fees, inspection fees (including inspections for hazardous substances, asbestos containing materials, and compliance with building and land use codes and regulations),engineenng fees,and expert witness fees and costs of title reports shall be added to and be a part of the Secured Obligations and shall be payable by Grantor on demand together with interest on such sums at the default rate in the Note 9 ENTRY. Upon the occurrence of an event of default,and if Grantor has not cured the default within any applicable notice and cure period, then Beneficiary shall have the nght but not the obligation, in person or through a third party designated by Beneficiary,or by a court appointed receiver, to enter,take possession of,and manage or operate all or any part of the Project and the Property,and to perform or cause to be performed all work and labor necessary to complete construction of the Project All sums expended by Beneficiary in doing so shall be deemed to have been advanced under the Note and together with interest at the default rate under the Note shall be secured by this Deed of Trust and any other collateral for the Loan Any funds disbursed by Beneficiary in excess of the maximum principal amount of the Note will be considered an additional advance on the Loan to Grantor bearing interest at the default rate under the Note,and will be secured by this Deed of Trust and any other collateral for the Loan Beneficiary, by electing to complete a Project will not be deemed to have assumed any liability to Grantor or any other person or entity for completing the Project or for the manner or quality of construction of the Project, and Grantor hereby expressly waives any such liability on behalf of Beneficiary Grantor hereby designates, constitutes and appoints Beneficiary as its true and lawful attorney-in-fact with full power of substitution to complete the Project in the name of Grantor and to(a) use any undisbursed Loan proceeds or funds of Grantor held by Beneficiary for the purpose of completing the Project,(b) make such additions, changes and alterations to the Project, the plans and specifications for the Project, and to the Project budget as Beneficiary deems desirable, (c) employ contractors, subcontractors, architects, surveyors, engineers and other persons as may be required for such I purposes,' (d)'to cofect'i and r'ecene an) 'paymentl'of money owing to Grantor'and to pay, settle or compromise all existing bills and claims which may be liens against the Project, any of the Property or as may be necessary or desirable for the completion of the Project or for clearance of title, and (e) do any and all things which Grantor might do on its own behalf in order to complete the Project free and clear of all liens and encumbrances and in accordance with all governmental and other requirements applicable to the Project The power of attorney granted pursuant to this paragraph shall be deemed a power coupled with an interest and irrevocable Beneficiary,in the exercise of this power, shall not be deemed a trustee or fiduciary of Grantor and Beneficiary is authorized to take all such actions as Beneficiary in its sole determination may consider necessary or desirable to protect the security of this Deed of Trust Grantor DEED OF TRUST Page 6 of 9 REBG Home Builder WA-OR-ID[202733 v.4 Rev.05-23-03] Cambridge Homes, Inc m28214-426726 3 doc '0030530003872.007 shall, within five (5)days following written demand from Beneficiary, surrender and deliver to Beneficiary the originals of all books and records, all plans and specifications, all permits, licenses and approvals, and all agreements with suppliers and contractors for the Project, and shall grant Beneficiary and it agents and contractors unrestricted possession of and access to and control over the Project Grantor further agrees that any failure on its part to do so shall entitle Beneficiary, without further notice to Grantor,to make ex-parte application to a court of general jurisdiction in the county where the Project is located for immediate issuance of an order, without bond, granting specific performance of Beneficiary's rights under this paragraph and/or for appointment of a receiver to take possession and control of the Property and the Project Beneficiary's attorneys'fees,costs and expenses to obtain the court order,and any payment or reimbursement by Beneficiary of a receiver's costs, expenses and attorneys' fees (including on appeal or otherwise), shall be deemed an additional advance to Grantor under the Note as provided above in this paragraph All sums expended by Beneficiary shall be repayable by Grantor on demand together with interest at the default rate in the Note 10 APPOINTMENT OF RECEIVER. In the event of a default, Grantor consents to, and Beneficiary, to the fullest extent permitted by applicable law, shall be entitled, without notice, bond or regard to the adequacy of the Property, to the appointment of a receiver for the Property The receiver shall have,in addition to all the rights and powers customanly given to and exercised by a receiver,all the nghts and powers granted to Beneficiary by the Loan Documents The receiver shall be entitled to receive a reasonable fee for management of the Property If Grantor is an occupant of the Property, Beneficiary has the right to require Grantor to pay rent at fair market rates and the nght to remove Grantor from Property if Grantor fails to pay rent 11 CUMULATIVE REMEDIES. To the fullest extent allowed by law, all of Beneficiary's and Trustee's rights and remedies specified in this Deed of Trust or in any of the other Loan Documents are cumulative,not mutually exclusive and not in substitution for any rights or remedies available at law or in equity Without waiving its nghts in-the Property, Beneficiary may proceed against Grantor, any other party obligated to pay or perform the Secured Obligations or against any other secunty or guaranty for the Secured Obligations, in such order or manner as Beneficiary may elect Except where prohibited by applicable law, the commencement of proceedings to enforce a particular remedy shall not preclude the commencement of other proceedings to enforce a different remedy 1 12 PARTIAL RECONVEYANCES By the acceptance of this Deed of Trust, the Beneficiary agrees it will,upon request of the Grantor, if no default exists under this Deed of Trust or any of the other Loan Documents and no event has occurred which through the passage of time, the giving of notice or both, could constitute a default,join with the Grantor in requesting the Trustee to partially reconvey, at Grantor's expense, a portion(s) of the Property as specifically described in the Loan Documents, if the following conditions are met (a) Full compliance with the partial release provision(s) of the Loan Documents including, without limitation,payment to Beneficiary of the full partial release payment and payment to the Trustee of the Trustee's reconveyance fee and recording charges, (b) Grantor delivers to Beneficiary evidence that the partial reconveyance will not have any adverse effect upon the priority position of the remaining•security as evidenced by the title insurance held by the Beneficiary, (c) If applicable, the remaining collateral must be platted in accordance with regulations of the local government authority, the plat must be properly recorded, and Beneficiary must receive evidence satisfactory to Beneficiary of final plat approval from the government authority, (d) The reconveyance, in Beneficiary's opinion,will not result in the loss by any other part of the Project of reasonable access to a public street or the use of any necessary easements or utility services,and (e) If the Project is a condominium, no partial reconveyance will be made of any unit until such time as all units to be constructed with the Loan are completed 13 EMINENT DOMAIN If any portion of the Property is taken or damaged through eminent domain (or pursuant to a transfer in lieu thereof), the amount of the award to which Grantor is entitled shall be paid to Beneficiary and applied to the Secured Obligations at Beneficiary's option 14 TRANSFERS Grantor shall not, without Beneficiary's prior written consent, directly or indirectly(I)transfer, assign or convey any interest in the Property, for security purposes or otherwise, or (ii)consent to,permit or allow the transfer of any interest in Grantor DEED OF TRUST Page 7 of 9 REBG Home Builder WA-OR-ID[202733 v.4 Rev.05-23-03] Cambndge Homes,Inc m2B214-426726 3 doc 1 '0030530003872.008 15 SUCCESSORS AND ASSIGNS This Deed of Trust inures to the benefit of and is binding upon the respective heirs,administrators,successors and assigns of Grantor and Beneficiary 16 SUCCESSOR TRUSTEE In the event of Trustee's death, incapacity, disability, dissolution, resignation or refusal to act, Beneficiary may appoint a successor trustee and, upon the recording of such appointment in the records of the county in which this Deed of Trust is recorded, the successor trustee shall be vested with all powers of the onginal Trustee 17 GOVERNING LAW. This Deed of Trust shall be construed and enforced under the laws of the State of Washington In any action or proceeding to construe or enforce this Deed of Trust or any of the Loan Documents, the prevailing party shall recover its costs and reasonable attorneys' fees including those incurred in any tnal or arbitration proceeding, in any bankruptcy or receivership proceeding,and in any appeal therefrom WASHINGTON NOTICE: ORAL AGREEMENTS, PROMISES OR COMMITMENTS TO: (1) LOAN MONEY, (2) EXTEND CREDIT,(3) MODIFY OR AMEND ANY TERMS OF THE LOAN DOCUMENTS, (4) RELEASE ANY GUARANTOR, (5) FORBEAR FROM ENFORCING REPAYMENT OF THE LOAN OR THE EXERCISE OF ANY REMEDY UNDER THE LOAN DOCUMENTS,OR(6)MAKE ANY OTHER FINANCIAL ACCOMMODATION PERTAINING TO THE LOAN ARE ALL UNENFORCEABLE UNDER WASHINGTON LAW. GRANTOR CAMBRIDGE HOMES,INC., a Washington corporation By /&/J Richard J Finkbein , resi nt STATE OF WASHINGTON ) ss COUNTY OF KING I certify that I know or have satisfactory evidence that RICHARD J FINKBEINER is the person who appeared before me, and said person acknowledged that he signed this instrument, on oath stated that he was authorized to execute the instrument and acknowledge it as the President of CAMBRIDGE HOMES,INC.,a Washington corporation,to be the free and voluntary act of such party for the uses and purposes mentioned in the instrument Dated c`:)W) ,2003 r 6 . N. •jwrr ,Wri va ` •w'• Not: •ubli in and for the State of �� W. gto residing at.Qr�l =��NNI. My.•••mtment expires cf lea 3 iSSi.. �' ` • Al...., 1--• •-w dvilkicco: Q' if � p�c DEED OF TRUST Page 8 of 9 REBG Home Builder WA-OR-ID(202733 v.4 Rev.05-23-03] Cambridge Homes,Inc m28214-426726 3 doc 1.0030530003872.009 SCHEDULE A THIS SCHEDULE A is attached to and part of the DEED OF TRUST dated May 30, 2003, between CAMBRIDGE HOMES, INC, a Washington corporation, as GRANTOR, PRLAP, Inc, a Washington corporation,as TRUSTEE,and BANK OF AMERICA,N A,as BENEFICIARY LEGAL DESCRIPTION: Lot 7, Block 3, Hillman's C D, Lake Washington Garden of Eden, Division No 7, according to the plat thereof recorded in Volume 16 of Plats,Page 18,in King County,Washington { DEED OF TRUST Page 9 of 9 REBG Home Bulkier WA-OR-ID[202733 v.4 Rev.05.23-03] Cambridge Homes, Inc m28214-426726 3 doc NOTICE OF ENVIRONMENTAL DETERMINATION • AFFIDAVIT OF PUBLICATION ENVIRONMENTAL REVIEW COMMITTEE RENTON,WASHINGTON Barbara Alther, first duly sworn on oath states that he/she is the Legal Clerk of the The Environmental Review Committee has issued a SOUTH COUNTY JOURNAL Determination of Non-Significance- Mitigated for the following project 600 S.Washington Avenue,Kent,Washington 98032 under the authority of the Renton Municipal Code. ELSA RIDGE SHORT PLAT a daily newspaper published seven(7)times a week. Said newspaper is a legal newspaper of LUA-02-086,ECF,SHPL-H general publication and is now and has been for more than six months prior to the date of Environmental review for a 6-lot publication, referred to, printed and published in the English language continually as a daily subdivision. Location: 3785 Lincoln newspaper in Kent, King County,Washington. The South County Journal has been approved as a Ave.NE. Appeals of the environmental legal newspaper by order of the Superior Court of the State of Washington for King County. determination must be filed in writing i The notice in the exact form attached,was published in the South County Journal(and on or before 5:00 PM October 23, not in supplemental form)which was regularly distributed to the subscribers during the below 2002.Appeals must be filed in writing stated period. The annexed notice,a together with the required $75.00 application fee with: Hearing Elsa Ridge Short Plat Examiner,City of Renton, 1055 South Grady Way, Renton, WA 98055. on: 10/7/02 Appeals to the Examiner are governed as publishedby City of Renton Municipal Code Section 4-8-110.B. Additional The full amount of the fee charged for said foregoing publication is the sum of$76.88, charged to information regarding the appeal Acct. No. 8051067. process may be obtained from the Renton City Clerk's Office, (425)430- The cost above includes a$6.00 fee for the printing of the affidavits. 6510. A Public Hearing will be held by the Renton Hearing Legal Number 10859 Council Chambers,x City Hall, the Hall, on cX i, consider October the29, 2002o at 9:Short0 AM to 1/1/1:- consider the proposed Plat. If Legal Clerk, South County Journal the Environmental Determination is appealed,the appeal will be heard as t� part of this public hearing. Interested Subscribed and sworn before me on this/7 ' cPay of0. ( ,2002 parties are invited to attend the public hearing. `````BEN itii1►llito ' 1 Published in the South County ` 9, (1-1—&)-f24-1 --..,\\L Journal October 7,2002.10859 ``�.�‘.��\Stf)N E'i''i.1/#.,o Notary Public of the State of Washi ton � A. :<. ,1 *1. Q:'c,' F,i+;d+a residing in Renton it ��0 TR qY tot; King County,Washington —�— 6 e :G pUBL‘ �,;• e C I T' F RENTON .; �� Hearing Examiner Jesse Tanner,Mayor Fred J.Kaufman December 5, 2002 Rick Finkbeiner Cambridge Homes,Inc. 1800 NE 44th Street Renton, WA 98056 Re: Elsa Ridge Short Plat File No.: LUA-02-086,SHPL-H,ECF Dear Mr.Finkbeiner: The Hearing Examiner's Report and Decision on the above referenced matter,which was issued on November 12,2002 was not appealed within the time period established by ordinance. Therefore,this matter is considered final by this office and the file on your application is being transmitted to the City Clerk as of this date. Please feel free to contact this office if further assistance or information is required. Sincerely,Fred J. aufman Hearing Examiner FJK:kw cc: Jason Jordan,Project Manager Andree DeBauw,Development Services if 1055 South Grady Way-Renton,Washington 98055-(425)430-6515 RENTON COThis OF THE CURVE This paper contains 50%recycled material,30%post consumer • CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS MEMORANDUM DATE: December 4,2002 TO: Kelly Williams FROM: Sonja J. Fesser j)C SUBJECT: Elsa Ridge Short Plat,LUA-02-086,SHPL Legal Description Review I have reviewed the legal description submitted for the above referenced short plat and find it to be satisfactory. Said legal description is identical to the one included in Chicago Title Insurance Company Plat Certificate, Order No. 001045802,dated July 2,2002. However,I prefer the legal description that is noted on the preliminary short plat drawing,as it is very similar,but more complete. See the attachment. \H:\File Sys\LND-Land Subdivision&Surveying Records\LND-20-Short Plats\03 I 8\RVO2 I 204.doc Y Y € • LEGAL DESCRIPTION: LOT 7, BLOCK 3, C.D. HILLMAN S LAKE WASHINGTON GARDEN OF EDEN, DIVISION NO. 7, AS RECORDED IN VOL 16 OF PLATS, PAGE 18, RECORDS OF KING COUNTY, WASHINGTON. SITUATE IN THE CITY OF RENTON, COUNTY OF KING, STATE OF WASHINGTON. II CITY OF RENTON HEARING EXAMINER 111 MEMORANDUM Date: December 3, 2002 To: Sonja Fesser From: Kelly Williams NA.D Re: Elsa Ridge Short Plat LUA-02-086,SHPL-H,ECF Would you please verify that the attached legal is correct before we send it to the City Clerk's Office. Thanks (,O TITLE INSURANCE COM Pi PLAT CERTIFICATE SCHEDULE A (Continued) Order No.: 1045802 LEGAL DESCRIPTION LOT 7, BLOCK 3, C.D. HILLMAN'S LAKE WASHINGTON GARDEN OF EDEN NO. 7, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 16 OF PLATS, PAGE 18, IN KING COUNTY, WASHINGTON. PI ATCR1L/RDA/0999 1 IMO CITY F RENTON Planning/Building/PublicWorks Department Gregg Zimmerman P.E.,Administrator Jesse Tanner,Mayor July 16, 2002 Jennifer Ann Steig,PE Peterson Consulting Engineers 4030,Lake Washington Blvd NE, Suite 200 Kirkland,WA 98033 SUBJECT: ELSA RIDGE SHORTPLAT tt Dear Jennifer, We have reviewed the proposed street modification request associated with the proposed 6-lot single family residence short plat to be located at 3786 Lincoln Ave NE. City Code requires full street improvements for all adjacent right-of-ways for a short plat. The City can modify street improvements for new plats if there are practical difficulties in carrying out the provisions of the Street Improvement Ordinance. In order for a modification to be approved, the City must "find that a special individual reason makes the strict letter of this Ordinance impractical, that the modification is in conformity with the intent and purpose of this Ordinance, and that such modification: (1) Will meet the objectives and safety, function,. appearance, environmental protection and maintainability intended by this Ordinance, based upon sound engineering judgement, (2)Will not be injurious to other property(s)in the vicinity." City maps indicate that portions of Lincoln Place NE(West of the site) contain either sensitive or protected slopes (over 40% in grade). The existing topography would make street improvements very difficult. Although Lincoln Place NE has a limited need for a grid connection, access is needed for emergency response. The proposed modification would defer the requirements for installation of curb/gutter, sidewalk and street lighting on Lincoln Place NE and reduce pavement width to 20-feet. The deferral would meet all the objectives of safety, function, environmental protection and maintainability intended for a residential street. There are no indications that the deferral of the curb/gutter, sidewalk and street lighting would be injurious to other properties. The deferral would be in •! place until a date when a Local Improvement District (LID) would be formed to install such improvements. The Street Modification is approved subject to the following revisions and conditions: 1. The applicant shall redesign the improvements on Lincoln Ave NE to maintain the existing centerline alignment which would match the existing improvements already in place. Curb/gutter, sidewalk, paving (minimum 28 feet) and streetlights are required along the frontage of the parcel with Lincoln Ave NE. 2. A new paved roadway, a minimum 20 feet in width in the Right-of-Way, on Lincoln Place NE shall be provided. The 20 foot wide roadway should extend from Lincoln Ave NE to the westernmost property line. 1055 South Grady Way-Renton,Washington 98055 R E N T O N AHEAD OF THE CURVE CITXF RENTON v Planning/Building/PublicWorks Department Jesse Tanner,Mayor Gregg Zimmerman P.E.,Administrator July 30, 2002 Jennifer Ann Steig,PE Peterson Consulting Engineers 4030, Lake Washington Blvd NE, Suite 200 Kirkland,WA 98033 SUBJECT: ELSA RIDGE SHORTPLAT—RECONSIDERATION OF STREET MODIFICATION Dear Jennifer, In response to your letter dated July 29, 2002,requesting clarification of Street Modification revisions and conditions, item 2: • "A new paved roadway, a minimum 20 feet in width in the Right-of-Way, on Lincoln Place NE shall be provided. The 20 foot wide roadway should extend from Lincoln Ave NE to the westernmost property line." We reviewed and evaluated impacts in extending the 20 feet pavement up to the western point where the parcel abuts the right-of-way. In order to minimize impacts and erosion, condition item 2 was revised to: • "A new paved roadway, a minimum 20 feet in width in the Right-of-Way, on Lincoln Place NE shall be provided. The 20-foot wide roadway should extend at least 160 feet west of the southeast corner of proposed lot 5, and a fire access turnaround shall be provided." If you have any questions,please contact Juliana Sitthidet at(425)430-7278. Sincerely, Neil Watts Development Services Director cc: Land Use File Kayren Kittrick 1055 South Grady Way-Renton,Washington 98055 RENTON �� AHEAD OF THE CURVE Cam, This paper contains 50%recycled material,30%post consumer 07/29/2002 15: 20 425-822-- PETERSON CONSULTI PAGE 01 i -- -- .. I Post-IN Fax Note 7671 Da1e 21394-Age.► To ICETERSON co./De �� °r \te f 544:Oh._ C ONSULTING Phone# Phone M C N t N O I N t t 11 5 ,�! giv' MIME Fax _ !M Fax it July 29, 2002 Neil Watts DEVELOPMENT SERVICES Development Services Director CITY OF RENTON City of Renton 1055 South Crrady Way JUL 2 9 2002 Renton, WA 98104 RECEIVED RE: Reconsideration of Street Modification PREAPP No. 02-025 PCE Job No.—CAMB-0001 Dear Neil: We have reviewed the proposed Street Modification revisions and conditions, dated July 16, 2002, and respectfully request clarification and reconsideration of Item 2, specifically the second sentence,based on additional technical information. It is unclear exactly where the westernmost property line would lie. There is an adjacent parcel which intersects Elsa Ridge just west of where Lincoln Place NE turns southeasterly,but the westernmost property line of Elsa Ridge is beyond this point. Please provide clarification of which point you consider to be most westerly. We request reconsideration of the roadway layout requested and propose the roadway layout as depicted in Exhibit A. This layout does not provide 20 feet of paving to the westernmost property line(clarification pending), but it does provide sufficient space for a fire department approved hammerhead. The farther west the widening of Lincoln Place NE extends, the greater the potential impact to the slopes. As depicted on Exhibit A, the stormwater runoff from the new pavement can be collected in a catch basin near the proposed hammerhead and conveyed to the existing ditch along the south side of the road. If pavement is extended farther west, stormwater runoff could be directed over the slope causing erosion to occur. The proposed roadway will provide the necessary fire department access for protection of the public. If you have any questions or comments please contact me at (425) 827-5874. Sincerely, PETERSON CONSULTING ENGINEERS, INC. Jennifer A. S P.E. Project Manager Enclosure cc: Rick Finkbeiner, Cambridge Homes, Inc. 4030 LAKE WASHINGTON BLVD. NE, SUITE 200 • KIRKLAND, WASHINGTON 98033 • (4251 827-5874 (425) 822-7216 FAx 07/29/2002 15:20 425-822-7 PETERSON CONSULTI G PAGE 02 iiii //.\ \\. \ \\ /,/ i� ::: ',, �• LINCOLN AVE NE-\ •-..�,-, \. ` \ ;,\. �`� \.,\. \'\ \\\ fir �. �,_. . C��L3 • �.9 �,\ ` y,C� • • • p'`•.\ 5' 20' :. ' .. PROPOSED— - it\'t` ` ROCKERY • `. 5 • \\:•. ^ .�� —I— \\ \� •.,. s\<:•.,.. ,.. I_ 1 44'44---• I. :::-.. .,x,...\-.,--.. i, , ,•,,.../,,,,.., - /. -..-..i....,.: 1 6 i _ o,. iri Zw 0 30' SCALE: 1' = 30' :;1 EXHIBIT A ELSA RIDGE SEC. 32, TWP. 24 N., RGE. 5 E., W.M. DWN. BY: DATE: JOB NO. §� 4030 Lake Washington N CI ETERSON Blvd. N.E.. Suite 200 RSG 7/29/02 LAMB-0001 1 C ONSU LTI NG Kirkland, WA 98033 CHKD. BY. SCALE.' SHEET Tel(425) 827-5874 z I N (. I N 1 I 1: ti Fax(425) 822-7216 .� JAS 1"=30' 1 OF 1 ti CITY 1- 7 RENTON ova PlanningBuilc f ublicWorks Department -- Gregg Zimmerman P.E.,Administrator Jesse Tanner,Mayor October 25, 2002 Ms.Jennifer Steig Peterson Consulting Engineers 4030 Lake Washington Blvd. #200 Kirkland, WA 98033 SUBJECT: Elsa Ridge Short Plat Project No. LUA-02-086,SHPL-H, ECF Dear Ms. Steig: This letter is to inform you that the appeal period has ended for the Environmental Review Committee's (ERC) Determination of Non-Significance - Mitigated for the above-referenced project. No appeals were filed. The applicant must comply with all ERC Mitigation Measures in accordance with City of Renton letter dated October 3, 2002. A Public Hearing will be held by the Renton Hearing Examiner in the Council Chambers on the seventh floor of City Hall, 1055 South Grady Way, Renton, Washington, on October 29, 2002 at 9:00 AM to consider the proposed Short Plat The applicant or representative(s) of the applicant is required to be present at the public hearing. A copy of the staff report was forwarded to you under separate cover. If you have any questions, please feel free to contact me at (425) 430-7219. For the Environmental Review Committee, PerV/90 Jason E. Jor Associate Planner cc: Myrtle Farr Estate/Owner Mr. Rick Finkbeiner/Cambridge Homes, Inc. L. Shaw, G. Donnel/Parties of Record Enclosure FINAL RENTON 1055 South Grady Way-Renton,Washington 98055 AHEAD OP THE CURVE Itn This paper contains 50%recycled material,30%post consumer CITY OF RENTON CURRENT PLANNING DIVISION AFFIDAVIT OF SERVICE BY MAILING On the L day ofaft)lot( , 2002, I deposited in the mails of the United States, a sealed envelope cont ining 1 /J ec✓ in EECarn1✓ilV Ki port documents. This information was sent to: Namev Representing 1 ) „_*_ Fin _ oe. fikk_17 , 07. to tH- EZA_r_11 Ec a_1 t S ()balm v Lb {e I1z ,5ka(A) Q 2 . orrlQp Cor -e ( P . 0. 3viACe- or_e /5e P. .en,�� r �; � Iolz� IvL Con � C • (Signature of Sender) STATE OF WASHINGTON SS COUNTY OF KING I certify that I know or have satisfactory evidence that (fiiri YQC � ( �� (A) signed this instrument and acknowledged it to be his/her/their free and voluntary act for the uses and purposes mentioned in the instrument. Dat r ! �_� /11 W112--0�1� MARILYN KAMCHEFF Notary Pu 'in and for the State off//ishington NOTARY PUBLIC STATE OF WASHINGTON Notary(Print) COMMISSION EXPIRES My appointment expitARILYN KAMCHEFF JUNE 29, 2003 My APPOINTMENT EXPIRES:0-29.03 Project Name: e i�� ✓ Project Number: L k /4 Oz-a0 6, . EcF NOTARY.DOC IP 0 AFFIDAVIT OF SERVICE BY MAILING STATE OF WASHINGTON) ) ss. 1 County of King ) Kelly Williams being first duly sworn, upon oath, deposes and states: That on the 12th day of November, 2002 affiant deposited in the mail of the United States a sealed envelope(s) containing a decision or recommendation with postage prepaid, addressed to the parties of record in the below entitled application or petition. Signature: 1 U \Qc/idelirTIf-J SUBSCRIBED AND SWORN to before me this /20iay of /V 2002. .st D► .--*ts\ ., % D. 'e.gyalxi,e 1' L t Not ublic in and f ,the State of Washington �� Residing at S 'lam ,therein. •4100 Application, Petition, or Case No.: Elsa Ridge Short Plat LUA-02-086,SHPL-H,ECF The Decision or Recommendation contains a complete list of the Parties of Record. HEARING EXAMINER'S REPORT it • 411P November 12,2002 OFFICE OF THE HEARING EXAMINER CITY OF RENTON 1,1 REPORT AND DECISION APPLICANT: Rick Finkbeiner Cambridge Homes,Inc. 1800 NE 44th Street Renton,WA 98056 Elsa Ridge Short Plat File No.: LUA-02-086,SHPL-H,ECF LOCATION: 3785 Lincoln Avenue NE SUMMARY OF REQUEST: Subdivide an approximately 1.43-acre property into 6 lots intended for the development of detached 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 October 22,2002. PUBLIC HEARING: After reviewing the Development Services Report,examining available information on file with the application, field checking the property and surrounding area;the Examiner conducted a public hearing on the subject as follows: MINUTES The following minutes are a summary of the October 29, 2002 hearing. The legal record is recorded on tape. The hearing opened on Tuesday,October 29,2002,at 9:00 a.m. in the Council Chambers on the seventh floor of the Renton City Hall. Parties wishing to testify were affirmed by the Examiner. The following exhibits were entered into the record: Exhibit No. 1: Yellow file containing the original Exhibit No. 2: Neighborhood Detail Map application,proof of posting,proof of publication and other documentation pertinent to this request. Exhibit No. 3: Preliminary Short Plat Plan Exhibit No.4: Boundary&Topographic Survey Exhibit No. 5: Tree Cutting/Land Clearing Plan Exhibit No.6: Detailed Grading Plan Exhibit No. 7: Detailed Utility Plan Exhibit No.8: Detailed Drainage Plan 1 Elsa Ridge Short Plat File No.: LUA-02-086,SHPL-H,ECF November 12,2002 Page 2 Exhibit No.9: Zoning Map The hearing opened with a presentation of the staff report by Jason Jordan,Associate Planner,Development Services, City of Renton, 1055 S Grady Way,Renton, Washington 98055. The site is located at 3785 Lincoln Avenue NE at the corner of Lincoln Place NE and Lincoln Avenue NE. The applicant,Cambridge Homes, is proposing to subdivide a 1.43-acre site located within the Residential—8(R-8)dwelling units per acre zone. The proposal would create six lots intended for future development of single-family homes. An existing home is currently located on proposed lot 3 and would remain on proposed lot 3. The subject site is characterized by having a gradual slope up to a natural occurring ravine. The ravine runs north south,has 50 percent plus slopes and is mapped on the City's slope atlas as a protected slope. The ravine slopes to the west down towards May Creek. The proposed lots within the short plat would range from 6,034 square feet to 14,506 square feet. After the deduction of the area to be dedicated for public right-of-way along Lincoln Avenue NE and the deduction of the steep slope area west of the top of the slope line,the density at six lots comes to 5.88 dwelling units per acre which is within the required density range of the zone. Access to the proposed lots 1 through 5 would be provided from Lincoln Avenue NE. Access to proposed lot 6 would be provided from Lincoln Place NE. The City's Environmental Review Committee(ERC)issued a Determination of Non-Significance- Mitigated (DNS-M)including 11 mitigation measures. No appeals were filed. Of the 11 conditions,one was related to the geotechnical report,two through eight were related to storm water and erosion control and conditions nine through 11 were impact fees. The site is designated as Residential Single Family(RSF)on the City's Comprehensive Land Use Map. The RSF designation is intended to promote and enhance single-family neighborhoods. Staff feels that this proposal is consistent with this because it is keeping an existing home and creating lots for five additional single-family homes. The net development density should fall within the range of five to eight dwelling units per acre. This proposal would be 5.88 dwelling units per acre which is within the prescribed range. The site is 1.43 acres in size and is located within the Residential—8(R-8)dwelling units per acre zoning designation and falls within the required density range of that zone. After deductions the density arrives at 5.88 dwelling units per acre. The minimum lot size in the R-8 zone is 4,500 square feet. The project meets all minimum lot size,width and depth requirements. Proposed Lot 5 is considered a corner lot and does meet lot depth and width requirements. The project also meets all setback requirements. On proposed lots 2,3,and 6 per the ERC there is a 45-foot setback from the top of the slope. The existing single-family residence will be located entirely on proposed lot 3 of the plat. However,all other outbuildings or structures not located on proposed lot 3 would need to be demolished or removed as part of the development. In order to insure that this does in fact happen staff recommends that the applicant be required to obtain and finalize all demolition permits as a condition of short plat approval for all structures not located on proposed lot 3. The R-8 zone permits one single-family residence per lot. Each of the lots would support the construction of one detached single-family residence. Accessory structures are permitted at a maximum of two per lot at 720 P' Elsa Ridge Short Plat 411 401 File No.: LUA-02-086,SHPL-H,ECF November 12,2002 Page 3 square feet each or a maximum of one at 1,000 square feet. The building height in this zone is limited to two stories and 30 feet in height for primary structures and 15 feet for detached accessory structures. The existing single-family structure does meet this requirement. Maximum building coverage is limited to 35 percent of the lot area or 2,500 square feet whichever is greater for lots over 5,000 square feet in size. Each lot is required to provide two off-street parking places. It is difficult to determine until the actual building plans are seen for the proposed lots 1,2,4, 5,and 6 if those are provided. It does appear that there is sufficient area to provide two parking stalls. On proposed lot 3 with the existing single-family home there is area for the two parking stalls. Access to proposed lot 3 is a 20-foot wide easement over proposed lots 1 and 4 that would provide access to proposed lots 2 and 3. It is also recommended that proposed lots 1 and 4 be required to access off of the easement. Staff is asking that this condition be noted on the face of the plat so that if it is sold to a homebuilder they are aware of the condition right away. The side lot lines of the proposed plat are at right angles to Lincoln Avenue NE and Lincoln Place NE. Each lot would have access to a public road from Lincoln Avenue NE. Proposed lots 1,4 and 5 would have direct emergency vehicular access off of Lincoln Avenue NE. It is required that proposed lots 1 and 4 use the vehicular easement for vehicular access. Proposed lot 6 will have direct access to Lincoln Place NE, which is directly, south, and proposed lots 2 and 3 will be able to share the 20-foot access easement. All lot corners at intersections of dedicated public right-of-way except alleys shall have a minimum radius of 15 feet. The proposed project meets this requirement. The applicant has requested a modification to installing full frontage street improvements along Lincoln Place NE. The modification has been granted by the Development Services Administrator to allow a 20-foot wide emergency and vehicular access along the property frontage of Lincoln Place NE from the southeastern corner 160 feet back towards the west. It would be 20 foot paved, emergency and vehicular access for proposed lot 6,which has been granted through a modification request. The right-of-way for Lincoln Place is actually 60 feet. Access to the six new lots is proposed via Lincoln Place NE and Lincoln Avenue NE. The applicant is required to dedicate property along the eastern property boundary along Lincoln Avenue NE. They are also required to install lighting, curb,gutter and sidewalks along that area. Proposed lot 1 will have direct emergency vehicular access off of Lincoln Avenue. Proposed lot 4 will have the same as well as proposed lot 5. Proposed lot 5 will be the only lot that has direct vehicular access onto Lincoln Avenue NE. Staff has not imposed a condition to restrict access off of Lincoln Place NE because they were under the impression that access would come off of Lincoln Avenue NE. They are aware that proposed lot 6 will have direct access onto Lincoln Place NE. Staff does not recommend a condition eliminating access from proposed lot 5 to Lincoln Place NE. Proposed lots 2 and 4 will have vehicular and emergency access over the 20-foot easement. Proposed lot 6 has access off of Lincoln Avenue. Proposed lots 1 and 4 will have emergency access off of Lincoln Avenue; however,vehicular access will have to be oriented to the 20-foot easement. In order to insure that efficient emergency access to the development is not obstructed staff is recommending that the applicant be required to place no parking signage along the 20 foot easement between proposed lots 1 and 4. This would insure that emergency vehicles are able to access proposed lots 2 and 3. Again, staff recommends that a condition be placed on the project requiring proposed lots 1 and 4 to use this as vehicular access. The proposed subdivision is expected to generate additional traffic on the city street system. To mitigate the impacts to the local street system the Environmental Review Committee did issue a traffic mitigation fee condition requiring the applicant to pay the required fee. The fee is to be paid prior to plat approval. Elsa Ridge Short Plat 11) 4111)File No.: LUA-02-086,SHPL-H,ECF November 12,2002 Page 4 The topography of the site is gently sloping east and west at about 11 percent grade. At the top of the slope it slopes much more drastically at a 50 percent plus rate. Because there is this type of slope on the property the applicant was required to submit a geotechnical report. As proposed,existing vegetation where drives and building footprints are planned would be removed as part of the development. The geotechnical report recommends that the applicant maintain a structure setback of 45 feet. This was made a condition by the ERC. There is a structure setback of 45 feet and the geotech recommended a 10-foot no disturbance setback,which means no grading,clearing or tree removal. Staff would expect that the 45-foot setback be shown on the final plat drawing. Temporary erosion and sedimentation control plans and the use of Best Management Practices as well as other required mitigation measures imposed by the ERC serve to mitigate potential erosion and off-site sedimentation impacts. The project application includes a construction mitigation plan,which is subject to final approval prior to construction permit issuance. With respect to relationship to existing uses,the subject site is currently developed with a single-family residence,which is proposed to remain. The surrounding area includes other single-family residences developed under the similar R-8 development standards or similar King County Residential Single Family standards. The proposed lots, in staff's opinion,are compatible with other existing and newly created lots in the area. In staff's opinion,the proposal is consistent with both the Comprehensive Plan and the Zoning Code. It would not be out of character or context with recent development in the area. In regard to availability and impact to public services,police and fire have indicated that there are sufficient resources to provide emergency services provided the applicant pay the required fire impact fee which was required as part of the ERC's recommendation. The proposal does not provide any on-site recreation;therefore,the ERC required a park impact fee to be paid as part of the short plat approval. The Renton School District has indicated that Hazelwood Elementary,McKnight Middle School and Hazen High School could accommodate the expected new students generated from this proposal. In regard to storm water,the applicant would be required to submit a drainage report per the 1998 King County Storm Water Manual,which was a condition of the ERC. A Surface Water System Development Charge would be required to be paid prior to the issuance of construction permits for the short plat. The applicant will also be required to pay the appropriate Sewer System Development fee and a Water System Development fee. Both utilities are provided by the City of Renton. In conclusion,staff recommends approval of the Elsa Ridge Short Plat subject to conditions. The applicant shall be required to obtain demolition permits and complete all necessary inspections and approvals for all existing structures not located on what will become new lot 3. The applicant shall place"no parking" signage near the 20-foot wide private drive serving the development. No direct vehicular access shall be allowed onto Lincoln Avenue NE from proposed lots 1 and 4. The condition shall be placed on the face of the final short plat prior to recording. Jennifer Steig,Peterson Consulting Engineers,4030 Lake Washington Blvd.NE, Suite 200,Kirkland,WA 98033, stated that she is representing the applicant,Cambridge Homes. They have reviewed staffs report;the ERC's conditions and the conditions for the short plat and have no issues. They anticipate providing access to proposed lot 5 from Lincoln Avenue. In regard to the 10 foot no disturb it should be shown on the final plat. 111,Elsa Ridge Short Plat II File No.: LUA-02-086,SHPL-H,ECF November 12,2002 Page 5 Bruce Nielsen, 3825 Lincoln Avenue NE,Renton, WA 98056 stated that he does have some concerns primarily with Lincoln Avenue NE. His lot is located immediately north of the subject site. On the displayed map he pointed out the areas that have been developed and sidewalks put in. Lincoln Avenue is not straight as it appears on the map. Lincoln Avenue narrows in front of his property and consequently his front lot is driven over constantly. They have no sidewalks and there is no intent to put sidewalks on his side of his street,which will put pedestrians in harms way. He is also concerned with the side of the street opposite his property;they do not have culverts they have ditches and virtually every fall or winter his mailbox floods out. With the new construction there will be additional runoff coming down Lincoln Avenue NE. The runoff has no where to go in front of his house so it goes across the road and down into the culvert. He would like to see this issue addressed with the new home construction. Ms. Steig stated that in regard to storm drainage the plan for the homes is to infiltrate the houses. Based on the geotech report the underlying soils are highly infiltrative. They will be picking up the street frontage in a conveyance system and putting it into the existing conveyance system located in Lincoln Avenue. Kayren Kittrick, Development Services Division, 1055 S.Grady Way,Renton,WA 98055 stated that when the LaCrosse development went in the requirement was that they install storm all the way down Lincoln Avenue. They had to improve it so that they could use it at least partially outside of their vault. It is very new(within six years). The catch basin at the north end of this particular short plat is designed to catch all the drainage from the roadway and direct it into the system,which should route it around the northern property. Mr.Nielsen may still have some flooding off of the roadway,as it exists now. It is unclear where all that water is coming from at this point. She added that the City of Renton does have a missing link sidewalk program,which Mr.Nielsen could put a request in for. The City has dedicated monies annually specifically for this. It is on a rating system which means if there are kids walking to school it gets a higher priority then a missing link in a rural area. I,I Lincoln Place is a 50-foot right-of-way and is very steep. Staff has asked the Fire Department if they can vacate it;however,the Fire Department is uncomfortable with the thought because it is their only link from Jones Road below up to Lincoln Avenue. Even though they would never take a large truck up there they are sure that Paramedics would use the route. It is a very narrow, steep road and is not maintained. The modification was issued partly with the thought that the 20 feet is necessary for emergency access and it has to match the driveways to the south and the existing home,which limited the design to a certain degree. Widening the pavement to 20 feet to meet the Fire Department needs as well as have a turnaround but they did not want it developed any further then absolutely necessary so as not to encourage people to use the road. Ms. Steig in regard to the access question on proposed lot 5,the applicant would obviously prefer to have the option of going from Lincoln Avenue however, if that were an imposed condition they could work with it. It is more marketable from Lincoln Avenue for the applicant. 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 9:54 a.m. FINDINGS,CONCLUSIONS&DECISION Having reviewed the record in this matter,the Examiner now makes and enters the following: 1 FINDINGS: 1. The applicant,Rick Finkbeiner,filed a request for approval of a short plat. 2. The yellow file containing the staff report,the State Environmental Policy Act(SEPA)documentation and Elsa Ridge Short Plat File No.:LUA-02-086,SHPL-H,ECF November 12,2002 I; Page 6 other pertinent materials was entered into the record as Exhibit#1. 3. The Environmental Review Committee(ERC),the City's responsible official, issued a Determination of Non-Significance-Mitigated(DNS-M)for the subject proposal. 4. The subject proposal was reviewed by all departments with an interest in the matter. 5. The subject site is located at 3785 Lincoln Avenue NE. The subject site is located on the northwest corner of Lincoln Avenue NE and Lincoln Place NE. 6. The subject site was annexed to the City with the adoption of Ordinance 4275 enacted in June 1990. 7. The subject site is zoned R-8 (Single Family;Lot size-4,500 sq ft). 8. 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 uses,but does not mandate such development without 1,1 consideration of other policies of the Plan. 9. An existing single family home will be retained on the site. Other outbuildings will be removed. 10. The applicant proposes dividing the subject site into six(6)lots. The division will permit the development of five new homes with the existing proposed home for new Lot 3. 11. The subject site is approximately 296 feet deep(east to west)by approximately 210 feet wide(the Lincoln Avenue frontage). 12. The subject site is located east of May Creek. The site slopes very steeply downward beginning approximately 60 feet from its western property line. The ravine that defines the western quarter or so of the site has slopes in excess of 50 percent. The remainder of the property has varied topography with approximately 11 percent slopes. 13. The site has a variety of vegetation including trees, grasses, shrubs and lawn. The ravine is comprised of native vegetations. 14. The applicant proposes two tiers of lots. Proposed Lots 1,4 and 5 (north to south)would be the east tier of lots and would be located along the Lincoln Avenue frontage. Proposed Lots 2, 3 and 6(again,north to south)would be in the rear. 15. Each of the lots would have dimensions shown by the table below: Width Length Area Lot 1 70 101 7,068 Lot 2 70 195 13,661 Lot 3 74 195 14,506 Lot 4 80 101 8,097 Lot 5 60 100 6,034 Lot 6 66 196 12,922 16. The geotechnical report prepared for the project recommended that the steeper slopes be maintained in Elsa Ridge Short Plat 0 File No.: LUA-02-086,SHPL-H,ECF November 12,2002 LJ Page 7 their natural state and that two setbacks be created. There would be a 45 foot setback in which no structures or foundation would be permitted. In addition,there would be a 10-foot buffer,which would not be disturbed in any fashion including no clearing, grading or vegetation removal. The ERC included this as a specific condition. 17. Both streets,Lincoln Avenue and Lincoln Place,are not developed full width rights-of-way. They are constrained by topography. Lincoln Avenue has a grade near the subject site and sight distance is limited. Lincoln Place along the south boundary of the subject site is a very steep curving roadway. The City decided to provide a modification to not improve sections of Lincoln Place since the City prefers it not be a heavily used roadway. 18. The applicant proposes that Lots 2 and 3 be accessed by an easement roadway. The City recommended that the two lots in front of Lots 2 and 3,Lots 1 and 4 also use the easement roadway for access to limit the number of curb cuts on Lincoln Avenue. 19. Proposed Lot 6, also a rear lot,was proposed to have access via Lincoln Place,the side street. At the hearing it was suggested that Proposed Lot 5 share an access with Proposed Lot 6 to further limit the number of curb cuts along Lincoln Avenue. 20. Neighbors were concerned about traffic,discontinuous sidewalks due to varying roadway width and storm water issues. 21. Storm water will be handled under the 1998 King County Manual. The applicant proposes infiltration as well as conveying water to catch basins and a system on the east side of Lincoln Avenue. - 22. The applicant will be dedicating property along Lincoln Avenue, its eastern boundary to acccominodd to its NI:si g. he d dicati n will have to be presented to th City Council. ,Q K 23. The den ity of the proposal was calculated after reductions for roadways and steep slope areas. The six lots would have a net density of 5.88 dwelling units per acre. Conclusions: 1. The proposed short plat appears to serve the public use and interest as conditioned by the ERC and herein. The plat will provide additional housing opportunities in a growing urban area. The development of the subject site with five additional homes will also increase the tax base of the City somewhat offsetting the impact of the new development. 2. While the road situation in the immediate area is not perfect,staff believes that the additional homes can be served without creating safety problems. In order to minimize safety and sight distance issues, access to both Lincoln Avenue east of the plat and Lincoln Place south of the plat should be restricted. Fewer driveways on either of those streets will reduce the potential for turning conflicts. Therefore,proposed lots 1 to 4 shall be limited to sharing an access easement roadway that runs east to west and intersects with Lincoln Avenue NE between proposed lots 1 and 4. Similarly,proposed lots 5 and 6 shall share a driveway although in this case,the applicant can decide on an easement in common or some other form of shared driveway. This means that there shall be no other access to the public streets other than that provided by the respective shared access and this restriction shall be shown on the face of the plat. 3. The site's steep topography dictate that a buffer be protected at the top of the slope. In addition,the site's storm water will be subjected to the stricter standards of the 1998 Storm Water Manual. In addition,the Elsa Ridge Short Plat 11. • File No.: LUA-02-086,SHPL-H,ECF November 12,2002 Page 8 topography dictated a reduction in density due to the formulas that require steep slopes to be removed from acreage. The density of 5.88 proposed is appropriate for the Zoning. 4. Staff has suggested that it might be possible to create a sidewalk extension north of the subject site using a City "Missing Link" program. Neighbors are encouraged to pursue that possibility. Under the circumstances in this case, it would not be appropriate to require extensions beyond the frontage of this site. 5. In conclusion,the proposed plat will provide additional single-family housing choices without unduly burdening the neighborhood or overall community. Decision: 1. The applicant shall comply with the conditions imposed by the ERC. 2. The applicant shall obtain demolition permits and complete all necessary inspections and approvals for all existing structures not located on what would become new lot 3. The satisfaction of this requirement shall be subject to the review and approval of the Development Services Division prior to the recording of the short plat. 3. The applicant h 1 shall place `No Parking"signage near the 20-foot wide private drive serving the development. The satisfaction of this requirement shall be subject to the Development Services Division prior to recording of the short plat. 4. Proposed lots 1 to 4 shall be limited to sharing an access easement roadway that runs east to west and intersects with Lincoln Avenue NE between proposed lots 1 and 4. 5. Proposed lots 5 and 6 shall share a driveway that provides access to Lincoln Place NE. 6. There shall be no other access to the public streets other than that provided by the respective shared access methods outlined above. 7. All access limitations and restrictions shall be shown on the face of the plat. ORDERED THIS 12th day of November,2002. FRED J. KAUF HEARING E R TRANSMIII'ED THIS 12th day of November, 2002 to the parties of record: Elsa Ridge Short Plat 111. 111° File No.: LUA-02-086,SHPL-H,ECF November 12,2002 Page 9 Jason Jordan Rick Finkbeiner Myrte Fan Estate 1055 S Grady Way Cambridge Homes,Inc. 8441 110th Avenue SE Renton,WA 98055 1800 NE 44th Street Renton,WA 98055 • Renton,WA 98056 Kayren Kittrick Jennifer Steig Lorelie Shaw 1055 S Grady Way Peterson Consulting Engineers 3828 Lincoln Ave.NE Renton,WA 98055 4030 Lake Washington Blvd.NE, Suite 200 Renton,WA 98056 Kirkland, WA 98033 Gordon Donnel Bruce Nielsen PO Box 2576 3825 Lincoln Avenue NE Renton,WA 98056 Renton,WA 98056 TRANSMI 1-1'ED THIS 12th day of November,2002 to the following: Mayor Jesse Tanner Gregg Zimmerman,PlanlBldg/PW Admin. Members,Renton Planning Commission Neil Watts,Development Services Director Larry Rude,Fire Marshal Sue Carlson,Econ.Dev. Administrator Lawrence J. Warren,City Attorney Larry Meckling,Building Official Transportation Systems Division Jay Covington, Chief Administrative Officer Utilities System Division Councilperson Kathy Keolker-Wheeler South County Journal Alex Pietsch,Economic Development Director Pursuant to Title IV,Chapter 8, Section 100G of the City's Code, request for reconsideration must be filed in writing on or before 5:00 p.m.,November 26,2002. Any aggrieved person feeling that the decision of the Examiner is ambiguous or based on erroneous procedure,errors of law or fact,error in judgment, or the discovery of new evidence which could not be reasonably available at the prior hearing may make a written request for a review by the Examiner within fourteen(14)days from the date of the Examiner's decision. This request shall set forth the specific ambiguities or errors discovered by such appellant,and the Examiner may, after review of the record,take further action as he deems proper. An appeal to the City Council is governed by Title IV,Chapter 8, Section 110,which requires that such appeal be filed with the City Clerk,accompanying a filing fee of$75.00 and meeting other specified requirements. Copies of this ordinance are available for inspection or purchase in the Finance Department,first floor of City Hall. An appeal must be filed in writing on or before 5:00 p.m.,November 26,2002. 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. City of Renton P/B/PW Department Preliminary Report to the Hearing Examiner ELSA RIDGE SHORT PLAT LUA-02-086,SHPL-H, ECF PUBLIC HEARING DATE:October 29,2002 Page 9 of 9 Water and Sanitary Sewer Utilities: The applicant would be required to pay a Sewer System Development fee, based on a rate of $760.00 per lot and a Water System Development fee at a rate of $1,105.00 per new lot. The City would not require any sewer and/or water main extensions at this time, as there are existing facilities in Lincoln Avenue NE. H. RECOMMENDATION: Staff recommends approval of the Elsa Ridge Short Plat, Project File No. LUA-02-086, SHPL-H, ECF subject to the following conditions: 1. The applicant shall obtain demolition permits and complete all necessary inspections and approvals for all existing structures not located on what would become new Lot ,:3 The satisfaction of this requirement shall be subject to the review and approval of the Development Services Division prior to the recording of the short plat. si na e near the 20-foot wide private drive servingthe 2. The applicant shall place "No Parking" PP 9 9 development. The satisfaction of this requirement shall be subject to the Development Services Division prior to recording of the short plat. 3. No direct vehicular access shall be allowed onto Lincoln Avenue NE from Lots 1 and 4. This condition shall be placed on the face of the final short plat prior to recording. EXPIRATION PERIODS: Short Plats(SHPL): If the short plat is not filed within two(2)years of the dates of approval,the short plat shall be null and void. A one year extension may be granted if requested prior to the first two year expiration. 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ENGINEER: PETERSLW CONSULTING ENGINEERS INC. v) '>::: ill �]�L i a'B I .jf. _/- .�] 1.1 4070 LAKE WA9KNGTON OLIO NE W Q l� R a I/'- -�1'}{� :d•, SIDE 200 ND, • Lai :Y .:t•,••- 17E0 RI' . . .i I -:I(B• (71P• KetKLAN0.WA9MJC7i?V WN/JJ cv^ �:•%= `;:h it i • , '>ti BE-_-LDo.10'mil_ -J'L I Q ( � 7-337CON �'iNAKER A.STE/Ci Pl Q ;>, L] s t 7c �'(: {.. - p � O SIARVEYCP: MEAD O 289&ASSOCIATES N• s�(II) 1 f;:.`:ia �` r`o' PO Dar 2eB Ex HOUSE/J7e3 Ss' 1-2O'PRIVATE ACCESS/ U (4M 225)W 86-12WLIX 52 91NCTLY/ Be072 e CC °UTK/79 EASEMENT AN O t'::: LU ^ I 1-5TORY W/ I ' 10'REAR P(AR(/C•SYNER{ASEI/I 2 CONTACT: SHANf BARNES P.LS z :1.•L:'•'IS: I\� iO REMAIN I r .^\ B MP.) TOTAL AREA:ROADS 622e7 sa FT(I.0 ACRES 0S)(GROSS)) In P. � / /.'.I/ 3 ��\�I 1^$ I # 4 I!' I %• 44/ "�, TOTAL AREA ROADS 7639 SO.R.(a06 ACRES) -.1 g ;'1 t tYY (" C f'Tr 1 I V CRITICAL AREAS 15.137 SO.FT.(OJS ACRES) ILI t ro3 / /-lam_1+( / i a/ 1(• R a W ' NET AREA: 4asrr SO.FT(1.02 ACRES) O TOTAL LOTS 6 RESIDENTIAL LOTS WI 2 C -. TOP OF SLOPE ��J• / _I iSI•d --- / 2/ > I MAX ALLOWABLE DENSITY! a DU/ABLE(NET) CC nap LOCATED 'Q YI, C`E0 / EM[RGENCY r---f"---1/L'#0//1ycA PROPOSED DEN9TM. eau/AOFf(MET) LL .. (TIP.) / \ CV --'w6CLE-- z _-1-g_-L- I 2 ,'+''-, '`�` O a l \ ASEMEDMO /bb, 3'9OT .y3 , l L:'; CXISIING Z0w4OWNO R-a 'e• ( ( " EASEMENT u Il` (TYP.) i ��! ,.'t;� PROPOSED ZOMNa R-e I ,/ \\ 0�__1—6__, 20, —3(-1 E 5 _-J# BENCHMARK AND DATUM: U �/ p BSBi ^ I/ v ORIGINAL BAR `. - L )lee• 11 / .),S B'SBL I00• ---^.# / .--_° OTT Or RENRW STATION NO/eeJ-CASED CY1NC MOV WIN S N 88 29 54 W 296 07 -' / J-l/Y BRASS DOE DONH l.3;AT O7AIERLANE WTFRSEC7KW //./Q� 1-.:--' -T / __GQ '---/ // �i it 1167M ME Sr t SE e01N ST. W. 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IRM-DON-I64.23' 18M_A: P ETERSON // 2 1J,661 SF ��'I TOP OF CAP BOOT OF SIRE HYDRANT NEST SIDE OF LA'ICW/AVE NE J 14,506 SF t AT APPROX CENTER FRONT OF SUB.ECT 91E C O N S U LT I N G u // / 4 B4O97 SF .t (/JOBS LWCOLN AVE). QEVA77LYI-IJ7.r3' / 65 6,0J4 SF DANtk HAW MS LY RENILW) / 6 12,922 SF RAPS o<BFARxID ENGINEERS // 1 RECrna c Nn aw72 0Dg nF KI SAECOwry 16A9WIGI0ND.ER 4030 Lake Washington / LEGAL DESCRIPTION: Blvd. x.e., Suite zoo / Kirkland,WA 98033 $ // ° LOT 7,BLOCK 4 Ga S HILMAN'S LAKE WAINGTON GARDEN OF EDEN. Tel (425) 827-5874 DIN90N NO 7,AS RECORDED W Mt16 OF PLATS PAGE 1e,RECORDS Fax(425) 822-7218 OF KING COUNTY,WA9/INGTON. S SITUATE IN THE OTT 0'RENTON,COUNTY OF KWC.STATE OF JOB NUMBER WAS INGSIO TOW. 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Items will be called for hearing at the discretion of the Hearing Examiner. PROJECT NAME: Elsa Ridge Short Plat PROJECT NUMBER: LUA-02-086, ECF, SHPL-H PROJECT DESCRIPTION: The applicant is requesting Environmental (SEPA) Review and Hearing Examiner Short Plat Approval for the 6-lot subdivision of a 1.43-acre site. The residential short plat would create lots intended for the construction of detached single family homes ranging from 6,034 square feet to 14,506 square feet. The subject site contains areas designated as protected slopes, which are located on the western portion of the property. As part of this development proposal,the applicant has requested to establish a 45-foot building setback from the top of the existing steep slopes. Access to the lots is proposed from Lincoln Avenue NE and Lincoln Place NE. Location: 3785 Lincoln Avenue NE. hexagenda c- T SEC.32, WP.24 N.,RGE.5 E.,W.M. "P•I 3.^ AP oI I ... I 1 !^!l i 1 a I Ex SSSw-01 r2 net., c r a Ise/// SHORT PLAT 596035 r;,r,. LOT 2 4 f Z • w C....) I f 0 0 YLr " PORN MAME( s a y• !• a • 1 , �I or' ,▪ ■ ,vr I L---�� _ II p :1-L„i rsY�' 2., QI WeE°p10`m; .'•/ una .rer I 1 �.� :Vila HAH S Or'ED" I row NI r. 1..'1:. �mY.t=4 O,HILLEARiSi�'H AiEw10 i I% l l -- --} --_-__T8IG7_: _ar .JI i,r Y VOL. h I mvQ—r.cT r I' 1 III T ' —G ,� I.I Mil'A P. 1-_` � _I}InewlE:.7° \ I. /1 I Ex xrn �d m I .� 3 r II/1 -74 T. r44 VI .,I• Iir 4n. IiL tiltIpli� ZI 1 , I, el 4 I, et I 11.:. a 1 E.l�'6 ace r'.�I a Ex SS.m- 4 3 r�y \N —i I afil I - i gin'.:,. 1 m:n. •V i ,y� . I 11 1 q :.r 31. (,r.v 1,1:3'C _ Ir' L - / 1 Y" jp`II 1 024 _L-- 1 h• % TTYPEr w ar d 1 I "y-tMbar 1 r1rTLmt it# u. �:... J iormy srm.a r fill i cesemenm 6 i�{ 1 'i.‘1'F \ br I _-- 1I I• o ri r�• ; -t-- MN 14,/, �r�l k' / 4 i N k4 7Gb4• . 29ay ' _' 1 �. d 3 / dPF----- Pe , '' la I,i 0 1 B _ / s.xO �� + I•I ql I.% Ex Ce-20i / V10 yam_ _n j� �/ ::(//�� .;_ `,J IMIN s n rs. // M. I ���/ .I �I'`''�• • MI OIS SIC�[L r.W4� or m•erlv2 JJ _ " f '/j;,. lV;i �_� ..ll...} I Ex CB_2W hMs ntl C j rr•mvcwa. MI / II;� ' �• / -_ �a V. c��. �/�r /�;;i,l/% I mn rxu s / / 's. Ir•coos re n rxe //� •��/ll / - C�.I d _ i;j�� 4 = rnr sme.a NV n"Ixim 0 / 2!77 /' 4t i le/, .2, j / Ir• __�\ �c,�• ,j%" ij/ /// i so 1.. • ,/. Ex CB IW�1roE r p / 2 j wrap Frw.'n Ise.ss I ...“/"./ ./ / •• // .It n ram I IE.aas n/lo/o: I /• / SI BLOCK 5 STAMP NOT VALID / /' // `( UNLESS STAMPED AND DATED /♦ / 4.I TRICAMOI l / SHEET I OP I C rf _ / • l 44• r I 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: October 29, 2002 Project Name: Elsa Ridge Short Plat Applicant/ Rick Finkbeiner 0 Address Cambridge Homes, Inc. 1800 NE 44th Street Renton, WA 98056 Owner/ Myrte Farr Estate Address: 8441 110th Avenue SE Renton, WA 98055 File Number: LUA-02-086, SHPL-H, ECF Project Manager: Jason E. Jordan • Project Description: The applicant is requesting Environmental (SEPA) Review and Hearing Examiner Short Plat Approval for the 6-lot subdivision of a 1.43-acre site. The residential short plat would create lots intended for the construction of detached single family homes ranging from 6,034 square feet to 14,506 square feet. The subject site contains areas designated as protected slopes, which are located on the western portion of the property. As part of this development proposal, the applicant has requested to , establish a 45-foot building setback from the top of the existing steep slopes. Access to the lots is proposed from Lincoln Avenue NE and Lincoln Place NE. Project Location: 3785 Lincoln Avenue NE F 1 I r N..• o Ys p „ \ \ \ I I,:ri II I so- I 1\ \c \ 1 4' 5 I \ \ I II 00„0F.14 J \ ,!;.,.4 L----r I I I I \\ \v.. \ 2 1 1 o I I I I- ..��j ----T -\o \---4 I L--___ L— I ( SITE \ \ I NE38THST I 14 I I • -----I I --- I } �zm\\\ I------1 ' \ En ----� w i I L �_.._� \\ \\ . •�2 "_--_1 2 I I I 2 L___ _L.. T \ + I c I I I 2 /� /� 1--- 1 I \\\ _1-I--- 1 i-----Ica //p\�e� / a' L-—1 I \\ I 1 I I W i G i 1 r---1 I I I I I I 1 I I 1 I I I I I r---1--------)L-----,fat —, I I 1 I : I I 1 I I I \„0•1.b.;1 7 I 1 --♦ I-----I I I l I I I I I L �;s.,�s. / 1 H t I I I t I �� --i --- \\ i I I / I L I---L-Jy ``—L—J I 1 \ II III L_J I 1--_II — '4----1 T — •—1-----j------1— •— •—• -NE 36TH ST-. — .—..—••—• —I --- — '— — — • r--I- '1 r r r—�--r—r—�--� 7—� • 1 r•, ,: I '1 / I I I I I 2�� I I�— I 1 I 11 l "'•td° L--_J II I I I I 1 I ti I I I 1\ �at+`'',�11 t r--- I \ I I I I I )j I I II I I 1 1\ H1L.41.1...I Ms' I I `.—L_1--I--1—L—� O �1--L_ I \ O \ c0 sOW 51 L---� NE35THST. U I 1 ti \\NOti��' I I ---z--r--7---T—� -r—Z I-- I• I y \ \� I ___I ( I I I I I I )1( I I I • 11 D I \ I-- 1 I I I I I I L---� I I I I- 1 1 \ I I I I I I I I>I I I City of Renton P/B/PW Department liminary Report to the Hearing Examiner ELSA RIDGE SHORT PLAT LUA-02-086,SHPL-H, ECF Page PUBLIC HEARING DATE:October 29,2002 Pa 9 B. EXHIBITS: Exhibit 1: Project file ("yellow file") containing the application, reports, staff comments, and other material pertinent to the review of the project. Exhibit 2: Neighborhood Detail Map (dated 8/5/02) Exhibit 3: Preliminary Short Plat Plan (dated 8/5/02) Exhibit 4: Boundary&Topographic Survey (dated 8/5/02) Exhibit 5: Tree cutting/Land clearing Plan (dated 8/5/02) Exhibit 6: Detailed Grading Plan (dated 8/5/02) Exhibit 7: Detailed Utility Plan (dated 8/5/02) Exhibit 8: Detailed Drainage Plan (dated 8/5/02) Exhibit 9: Zoning Map (dated 2/02) C. GENERAL INFORMATION: 1.Owner of Record: Myrtle Farr Estate 8441 110th Avenue SE Renton, WA 98055 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: The site is currently developed with a 2,020 square foot single-family residence, which is proposed to remain on what will become new Lot 3. All other associated outbuildings and structures not located on new Lot 7 would be demolished with the development of the site. 5.Neighborhood Characteristics: North: Single family residential; zoned R-8 East: Single family residential; zoned R-8 South: Single family residential; zoned R-8 West: Single family residential; zoned R-8 6.Access: Lincoln Avenue NE & Lincoln Place NE 7.Site Area: 1.43-acres (62,287 sf) 8.Project Data: area comments Existing Building Area: 2,020 sf The existing 2,020 sf residence is proposed to remain on new Lot 3; however, all other detached out-buildings and other structures not located on new Lot 3 would be demolished as part of this proposal. New Building Area: N/A N/A Total Building Area: N/A N/A HEXRPT.doc City of Renton P/B/PW Department liminary Report to the Hearing Examiner ELSA RIDGE SHORT PLAT LUA-02-086, SHPL-H,ECF PUBLIC HEARING DATE:October 29,2002 Page 3 of 9 D. HISTORICAL/BACKGROUND: Action Land Use File No. Ordinance No. Date Annexation N/A 4275 06/25/1990 Comprehensive Plan N/A 4498 02/20/1995 Zoning N/A 4404 06/07/1993 E. APPLICABLE SECTIONS OF THE RENTON MUNICIPAL CODE: 1. Chapter 2 Land Use Districts Section 4-2-020: Purpose and Intent of Zoning Districts Section 4-2-070: Zoning Use Table Section 4-2-110: Residential Development Standards 2. Chapter 3 Environmental Regulations and Special Districts Section 4-3-050: Critical Areas Regulations 3. Chapter 4 Property Development Standards Section 4-4-030: Development Guidelines and Regulations Section 4-4-060: Grading, Excavation and Mining Regulations Section 4-4-080: Parking, Loading and Driveway Regulations Section 4-4-130: Tree Cutting and Land Clearing Regulations 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 6. Chapter 9 Procedures and Review Criteria 7. Chapter 11 Definitions F. APPLICABLE SECTIONS OF THE COMPREHENSIVE PLAN: 1. Land Use Element: Residential Single Family objectives and policies; Residential Streets objectives and policies; Subdivision of Land objectives and policies. 2. Housing Element: Housing Supply objectives and policies; Minimum Density Policies. G. DEPARTMENT ANALYSIS: 1. PROJECT DESCRIPTION/BACKGROUND The applicant has proposed to subdivide a 1.43-acre site located within the Residential — 8 dwelling units per acre (R-8) zone. The proposal would create six lots intended for the development of detached single family residences. An existing 2,020 square foot residence is located in the middle of the property and is proposed to remain on new Lot 3. The subject site is characterized by having a gradual slope up to a natural occurring ravine, which is located approximately 60 feet from the subject site's western property boundary. The site slopes at approximately 11% from east to west up to the natural ravine. The ravine slopes to the west in excess of 50% and is classified as a Protected Slope on the City's Slope Atlas. The gradually sloping portions of the property are vegetated with mostly short scrub bushes, field grasses, lawn and fir trees, while the ravine is heavily vegetated with native ground cover and fir trees. HEXRPT.doc City of Renton P/B/PW Department liminary Report to the Hearing Examiner ELSA RIDGE SHORT PLAT LUA-02-086,SHPL-H,ECF PUBLIC HEARING DATE:October 29,2002 Page 4 of 9 The proposed lots would range from 6,034 square feet to 14,506 square feet in size. After the deduction of the property area to be dedicated as public right-of-way (2,639 sf) and the steep slope area (15,137 sf) from the gross area of the property, the proposal for six single family lots arrives at a net density of 5.88 dwelling units per acre. Access to Lots 1 through 5 would be provided from Lincoln Avenue NE, while Lot 6 would receive access from Lincoln Place NE. 2. ENVIRONMENTAL REVIEW Pursuant to the City of Renton's Environmental Ordinance and SEPA (RCW 43.21C, 1971 as amended) on October 1, 2002 the Environmental Review Committee (ERC) issued a Determination of Non-Significance— Mitigated (DNS-M) for the Elsa Ridge Short Plat. The DNS- M included 11 mitigation measures. A 14-day appeal period commenced on October 7, 2002 and ended on October 21, 2002. No appeals of the threshold determination were filed. 3. COMPLIANCE WITH ERC MITIGATION MEASURES Based on an analysis of probable impacts from the proposal, the Environmental Review Committee (ERC) issued the following mitigation measures with the Determination of Non- Significance—Mitigated: 1. The applicant shall be required to adhere to all recommendations contained within the September 9, 2002 Geotechnical Report prepared by Geotech Consultants, Inc. with regard to all earthwork activities, slope setbacks and foundation design. In addition, the applicant shall include the 45-foot building setback line from the top of the ravine on the face of the final short plat. 2. Temporary erosion control measures shall be maintained to the satisfaction of the representative of the Development Services Division for the duration of the project's construction. 3. The applicant shall install a silt fence along the down slope perimeter of the area that is to be disturbed. The silt fence shall be in place before clearing and grading is initiated and shall be constructed in conformance with the specifications presented in the 1998 King County Surface Water Design Manual. This will be required during the construction of both off-site and on-site improvements as well as building construction. 4. Shallow drainage swales shall be constructed to intercept surface water flow and route the flow away from the construction area to a stabilized discharge point. Vegetation growth shall be established in the ditch by seeding or placing sod. Depending on site grades, it may be 11 necessary to line the ditch with rock to protect the ditch from erosion and to reduce flow rates. The design and construction of drainage swales shall conform to the specifications presented in the 1998 KCSWDM. Temporary pipe systems can also be used to convey storm water across the site. This will be required during the construction of both off-site and on-site improvements as well as building construction. This mitigation measure shall be placed on the face of the final short plat prior to recording. 5. The project contractor shall perform daily review and maintenance of all erosion and sedimentation control measures at the site during the construction of both on-site and off-site improvements as well as building construction. This mitigation measure shall be placed on the face of the final short plat prior to recording. 6. Weekly reports on the status and condition of the erosion control plan with any recommendations of change or revision to maintenance schedules or installation shall be submitted by the project engineer of record to the Public Works inspector. 7. Certification of the proper removal of the erosion control facilities shall be required prior to the recording of the final plat. 8. This project shall be subject to the 1998 King County Surface Water Design Manual. 9. The applicant shall pay the appropriate Fire Mitigation Fee based on a rate of $488.00 per new single family lot prior to the recording of the final short plat. HEXRPT.doc City of Renton P/B/PW Department liminary Report to the Hearing Examiner ELSA RIDGE SHORT PLAT LUA-02-086, SHPL-H, ECF PUBLIC HEARING DATE:October 29,2002 Page 5 of 9 10. The applicant shall pay the appropriate Traffic Mitigation Fee based on $75.00 per each new average daily trip associated with the project prior to the recording of the final short plat. 11. The applicant shall pay the appropriate Parks Mitigation Fee based on $530.76 per new single family lot prior to the recording of the final short plat. 4. STAFF REVIEW COMMENTS Representatives from various city departments have reviewed the application materials to identify and address short plat 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 SHORT PLAT CRITERIA: Approval of a short plat is based upon several factors. The following preliminary short plat criteria have been established to assist decision makers in the review of the subdivision: (a) Compliance with the Comprehensive Plan Designation. The site is designated Residential Single Family (RSF) on the Comprehensive Plan Land Use Map. The RSF designation is intended to promote and enhance single family neighborhoods. The proposal is consistent with the RSF designation in that it would allow for the future construction of new single family homes, thereby promoting goals of inf ill development. The proposal is consistent with the following Comprehensive Plan Land Use and Housing Element policies: Policy LU-34. Net development densities should fall within a range of 5 to 8 dwelling units per acre in Residential Single Family neighborhoods. The net density of the proposed short plat, 5.88 dwelling units per acre, is within the density range prescribed. Policy H-4. Encourage infill development as a means to increase capacity. The proposal would create five additional residential lots, thereby increasing density within a currently developed residential area. (b) Compliance with the Underlying Zoning Designation. The 1.43-acre site is designated Residential — 8 Dwelling Units per Acre (R-8) on the City of Renton Zoning Map. The proposed development would allow for the future construction of up to five new detached dwelling units along with other associated short plat improvements. Density — The allowed density range in the R-8 zone is a minimum of 5.0 to a maximum of 8.0 dwelling units per acre (du/ac). Net density is calculated after critical areas, public rights-of-way, and private roadways serving more than three units are deducted from the gross acreage of the site. After the deduction of the steep slopes (15,137 square feet) and the area of public roadway dedication (2,639 square feet) from the 62,287 gross square foot site (62,287 gross square feet— 17,776 total deducted area = 44,511 net square feet or 1.02 net acres), the proposal would arrive at a net density of 5.88 dwelling units per acre (6 units / 1.02 acre = 5.88 du/ac), which is within the allowed density range of the zone. Lot Dimensions — The minimum lot size permitted in the R-8 zone is 4,500 square feet. A minimum lot width of 50 feet is required for interior lots and 60 feet for corner lots. Lot depth is required to be a minimum of 65 feet. Lot widths range from 60 to 80 feet and lot depth is proposed from 100 feet to 196 feet. The proposed short plat would create 6 lots with the following lot sizes: H EXRPT.doc City of Renton P/B/PW Department liminary Report to the Hearing Examiner ELSA RIDGE SHORT PLAT LUA-02-086,SHPL-H,ECF PUBLIC HEARING DATE:October 29,2002 Page 6 of 9 Lot# Lot Size Lot 1 7,068 square feet Lot 2 13,661 square feet Lot 3 14,506 square feet Lot 4 8,097 square feet Lot 5 6,034 square feet Lot 6 12,922 square feet Setbacks — The short plat plan includes setback lines for each lot showing potential building envelopes. The proposed envelopes indicate the appropriate building setbacks as required by the R-8 zone, including front and rear yard setbacks of 20, side yard along a street setbacks of 15 feet and interior side yard setbacks of 5 feet. It should also be noted that pursuant to the geotechnical report provided with this application, the City's Environmental Review Committee (ERC) has required a 45-foot building setback from the top of the existing ravine. This condition is identified as Condition # 1 of the City's Environmental Review Committee Report, dated October 1, 2002. The proposed lot lines are configured such that the existing single family residence would be located entirely on Lot 3 of the proposed short plat. Therefore, all other outbuildings or structures not located within Lot 3 are proposed to be demolished as part of this development. In order to ensure all other existing structures are appropriately demolished prior to the recording of the short plat, staff recommends the applicant be required to obtain and finalize demolition permits as a condition of preliminary short plat approval. Building Standards—The R-8 zone permits one single family residential structure per lot. Each of the proposed lots would support the construction of one detached single family residential unit. Accessory structures are permitted at a maximum number of two per lot at 720 square feet each, or one per lot at 1,000 square feet in size. Building height in the R-8 zone is limited to 2 stories and 30 feet for primary structures and 15 feet for detached accessory structures. Maximum building coverage is limited to 35% of the lot area or 2,500 square feet, whichever is greater, for lots over 5,000 square feet in size, and 50% for lots less than 5,000 square feet in size. The proposal's compliance with each of these building standards will be verified prior to the issuance of building permits for each individual structure. Parking— Each detached dwelling unit is required to provide two off-street parking stalls per unit. Tandem parking is also permitted. The proposed building pads appear to be adequately sized for required parking. However, verification of two off-street parking stalls will be necessary at the time of building permit review. (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 Lincoln Avenue NE and Lincoln Place NE. Each of the lots would have access to a public road from Lincoln Avenue NE, either directly (Lots 1,4 & 5) or via an access easement (2 &3) and from Lincoln Place NE (Lot 6). 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. HEXRPT.doc City of Renton P/B/PW Department liminary Report to the Hearing Examiner ELSA RIDGE SHORT PLAT LUA-02-086, SHPL-H, ECF PUBLIC HEARING DATE:October 29,2002 Page 7 of 9 Each of the proposed lots satisfies the minimum lot area and dimension requirements of the R-8 zone. When considering the required setbacks, as well as access points for each lot, the proposed lots appear to have sufficient building area for the development of suitable detached single family homes. Property Corners at Intersections:All lot corners at intersections of dedicated public rights-of-way, except alleys, shall have minimum radius of 15 feet. The corner at the dedicated right-of-way intersection (Lincoln Avenue NE & Lincoln Place NE) would have a minimum radius of 15 feet. (d) Reasonableness of Proposed Boundaries Access and Street Improvements:The subdivision proposes to provide access to the six new lots via Lincoln Place NE and Lincoln Avenue NE. Lighting, curb, gutter and sidewalks would also be required along the subject site's western boundary abutting Lincoln Avenue NE. The following table indicates how each lot would receive emergency access. Lot# Emergency Access Lot 1 Direct street access to Lincoln Avenue NE Lot 2 Shared 20-foot wide private drive easement over Lots 1 &4 from Lincoln Avenue NE Lot 3 Shared 20-foot wide private drive easement over Lots 1 &4 from Lincoln Avenue NE Lot 4 Direct street access to Lincoln Avenue NE Lot 5 Direct street access to Lincoln Avenue NE Lot 6 Direct street access to Lincoln Place NE In order to ensure efficient emergency access to the development is not obstructed, staff recommends the applicant be required to place "No Parking" signage along the 20-foot wide 11 private drive. Lastly, to ensure safe and efficient vehicular circulation along Lincoln Avenue NE, staff recommends that a condition be placed on the project requiring Lots 1 and 2 no direct vehicular access to Lincoln Avenue NE. This would ensure vehicles entering or exiting from Lots 1 and 2 would be required to use the 20-foot private street, thus eliminating additional curb cuts onto Lincoln Avenue NE. The proposed subdivision is expected to generate additional traffic on the City's street system. To mitigate for impacts to the local street system, the Environmental Review Committee imposed a condition requiring the applicant to pay a Traffic Mitigation Fee based on $75.00 per average daily trip generated by the project. In this case, the five (credit given to the existing residence) new residential lots would be expected to generate approximately 47.85 new average weekday trips (5 new homes x 9.57 trips per home =47.85). Therefore, the fee for the proposed short plat is estimated to be $3,588.75 (47.85 total trips x $75.00 = $3,588.75) and is payable prior to the recording of the short plat. Topography: The subject site is characterized by having a gradual slope up to a naturally occurring ravine, which is located approximately 60 feet from the subject site's western property boundary. The site slopes at approximately 11%from east to west up to the natural ravine. The ravine slopes to the west in excess of 50% and is classified as a Protected Slope on the City's Slope Atlas. The gradually sloping portions of the property are vegetated with mostly short scrub bushes, field grasses, lawn and fir trees, while the ravine is heavily vegetated with native ground cover and fir trees. HEXRPT.doc City of Renton P/B/PW Department liminary Report to the Hearing Examiner ELSA RIDGE SHORT PLAT LUA-02-086,SHPL-H,ECF PUBLIC HEARING DATE:October 29,2002 Page 8 of 9 ' According to the geotechnical report prepared by Geotech Consultants, Inc. dated September 9, 2002, the site is entirely underlain by Everett gravelly, sandy loam, which is considered a moderately well drained soil that can accommodate conventional continuous and spread footings. As proposed, existing vegetation where drives and building footprints are planned would be removed as part of the site development. Nevertheless, the geotechnical report recommends the applicant maintain a structure setback of 45 feet from the top of the ravine. The 45-foot setback would include a 10-foot undisturbed buffer (no clearing, grading or any vegetation removal) and a 35-foot foundation setback. As proposed, all new construction would be located beyond the 45-foot steep slope setback. As part of the environmental review process for this land use application, the City's Environmental Review Committee reviewed the ll recommendation and made it a condition of the short plat. ,`' Temporary Erosion and Sediment Control Plan (TESCP), the use of Best Management Practices as well as other required mitigation measures imposed by the Environmental Review Committee would serve to mitigate potential erosion and off-site sedimentation impacts. The project ' application includes a Construction Mitigation Plan, which is subject to final approval prior to the issuance of construction permits for the project. Relationship to Existing Uses: The subject site is currently developed with a single-family residence, which is proposed to remain as part of this proposal. The surrounding area includes single family residences developed under the R-8 zoning designation and similar King County Development Standards. The proposed lots are compatible with other existing and newly created lots in this area. The proposal is consistent with the intent of the both the Comprehensive Plan and Zoning Code and would not be out of character with existing or recent development in the 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. Therefore, the City's Environmental Review Committee imposed a condition requiring the applicant to pay a Fire Mitigation Fee based on $488.00 per new single family home (with credit given for the existing residence). The fee is estimated at $2,440.00 (5 new lots x $488.00 = $2,440.00) and is payable prior to the recording of the short plat. Recreation: The proposal does not provide on-site recreation areas for future residents of the proposed short plat. There are existing recreational facilities in the area of the subject property (e.g., May Creek Greenway) and it is anticipated that the proposed development would generate future residents that would utilize existing City park's and recreational facilities and programs. The City's Environmental Review Committee also placed a condition on the subject short plat requiring the applicant to pay a Parks Mitigation Fee based on $530.76 per new single family home (with credit given for the existing single family residence). The fee is estimated at $2,653.80 (5 new lots x $530.76 = $2,653.80) and is also payable prior to the recording of the short plat. Schools: The site is located within the boundaries of the Renton School District. Renton School District No. 403 has indicated that Hazelwood Elementary School, McKnight Middle School and Hazen High School can accommodate the increased student enrollment that may result from the development of the proposed project, estimated at 2.2 students. The school district has indicated that these schools would be able to support the additional students generated by the proposal. Storm Water: The applicant would be required to submit a Drainage Report per the 1998 King County Storm Water Manual (KCSWM) standards with the project construction applications. A Surface Water System Development Charge, based on $525.00 per new single family lot, would be required prior to the issuance of construction permits for the short plat. HEXRPT.doc City of Renton P/B/PW Department ._liminary Report to the Hearing Examiner ELSA RIDGE SHORT PLAT LUA-02-086,SHPL-H,ECF PUBLIC HEARING DATE:October 29,2002 Page 9 of 9 Water and Sanitary Sewer Utilities: The applicant would be required to pay a Sewer System Development fee, based on a rate of $760.00 per lot and a Water System Development fee at a rate of $1,105.00 per new lot. The City would not require any sewer and/or water main extensions at this time, as there are existing facilities in Lincoln Avenue NE. H. RECOMMENDATION: Staff recommends approval of the Elsa Ridge Short Plat, Project File No. LUA-02-086, SHPL-H, ECF subject to the following conditions: 1. The applicant shall obtain demolition permits and complete all necessary inspections and approvals for all existing structures not located on what would become new Lot 7. The satisfaction of this requirement shall be subject to the review and approval of the Development Services Division prior to the recording of the short plat. 2. The applicant shall place "No Parking" signage near the 20-foot wide private drive serving the development. The satisfaction of this requirement shall be subject to the Development Services Division prior to recording of the short plat. 3. No direct vehicular access shall be allowed onto Lincoln Avenue NE from Lots 1 and 4. This condition shall be placed on the face of the final short plat prior to recording. EXPIRATION PERIODS: Short Plats(SHPL): If the short plat is not filed within two(2)years of the dates of approval,the short plat shall be null and void. A one year extension may be granted if requested prior to the first two year expiration. HEXRPT.doc ...... ,» .T. J ip ..M .iCZ.'�.. 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SEC.3 T' P.24 N., RGE. 5 E., W M. -4141*-- -- aI�F - 4 Z 19M ST /11/111/444 "" t - IN YEC ELSA RIDGE Nc owl ca. aP. e SITE Y 4 �L E J .r xm gND:: lm sr LOW.n Mr W 40' 0 10• I I. 3K,Y1R s•I oaxnr J 3 „ II _ I '�44444444444 i 6 NT>pR ..41.\__N....._:"Jr,, VICINITY MAP: • qLs rjY NOT TO SCALE W 2 9Z o Q`.i /' . O �' U U N W g 3 ::.. . GENERAL NOTES: V,z. ,* a C @ W •N 8879'44.W r::296.13 jrio FENCE ieEEalm +i a oxr eY1ra1 o �SE je — ---- 1 .7 I . - I RENTON MA99NGTOV 98055 Q may/ ,, ti 1 1. J� r r / r_ --F--, r DEVELOPER: CAMBRIDGE HOMES INC 7:: EX GARAGE —I i /_r- I \ "': 1800 NE Nn1 ST { To , I /... I ".:.. SUITE Z00 Z '+ I1 Pit / I ..,..1:•:? •.•� Ili RillTE 2 wASNM'GTOV 98056 1141 y I i I l / 2 I I{ ..:/,:'._'›" I 2 ENGINEER. PETERSON CONSULTING ENGINEERS INC :.e!;','�.. 'y �' ' I1. IOTD LAKE WASN/NGTOV BL ICI NE '=;1: ;,r, ) I •aED T. GwatirL,}..-...r'77:.:;;;;.: ..i �O'1FDy •�`,V LA WASHINGTCW 98033 Q $ -L A EJ:ti' 'i:''};'�1 "})`: . : y ese1.(Tm. Q (113)e27-s67s J Q / �' � '.:/O•—�—� I CONTACT •,ENNIFER A.STEI0 P.E. E. ;T�?_ '':?: O E I - Qr'1 'to, SURI£YOR: Y£AD G#YAN S ASSOCIA 7E5 WITIIN ` N I 1 ktti + C O PM00DINNLL[ WASI9NGTQV DB072Er :I•L;1 ti!=:: fXNWSE CBS :e pi TO PR/VA1E AOCE I U 1125)IB6-1252 Qt'� °U17LITYEASEVENT14., O CONTACT.• SHANE BARNES P.LS Z3 3C.2 ,. W n / I-STORY w I - 2,Q' AR PG'BUC SERER EAS '•'fw �' BA;EMENT L 0 N ,, TOTAL AREA:(+/-) 62.287 SO FT.0.13 ACRES(GROSS)) 'wr Cl l '4 REMAIN. �rB5m (" ) I zR .. h / r I1.� (� II TOTAL AREA ROADS Z6J9 Sa F7.(0.06 A�£S) 11J1' / .•-iRl3 I•' ,1 \I•$ I '7S 4 1``_Va{ f r.A' ♦ CRITICAL AREAS 1S 137 S0.FT.(O35 ACRES) W $ { \ /L•'I ����p'1� /i I nI� Lh Rax NET AREA: H.511 SG F7(l.as ACRES) 0 J o • O :-Ye //- �►./. I X 1'�/ A - ' TOTAL LOTS: a RESDENIIAL Lots 2 g q+,••5 `` -, L- r __-J / : e�4 MAX ALLOWABLE DENSITY.• 8 DU/ACRE(NET) CL'_ FlCLD LOC.TETCD) �\'�a ,BD j-_a Yry r--- -l/ I�/.;7' .�. O�Er� ) PROPOSED DENSITI: 6 DU/AL'RE(NET) 8 lo I \ Q4' TURNAROUND t __t .... l5.Sa- 153°.. / .'_O%:1 EXISTING ZONING' R-8 {.p I I l axr., EASEI�IIT /,'1• I BSBL(TYP.) I _ PROPOSED ZONING R-8 7[ 8 # I �. f� I�' V c I / \ 0 . _i 6_.�r k' *l ma's ---7^'#i'/ ;DIY BENCHMARK AND DATUM: 2 BSA / .,1,� ORIGINAL B. Z __ "..v/1,. /� '/�• tog.„-- ''/i = CITY OF RENTGN STATION N0.I897-CASED CLNC MON M7H g N 887954 W 296.0 // f 3-1/2'BRASS DISK,DOWN 1.5:AT CENTERLINE INTERSECTION / --ow--- o. _ - 44 OF 116TH AIE.SE&SE 807H ST. / '.. .... //�"o ^Q- /I//tl A ELEVA ncN-321.28'(97925 METERS) • •'�..... r ORIGINAL BM: ,�;�'` a'h v+' - _ - _/ // !., I CITY OF RENTCN STATION N0.266-USED CONC MONECR MEIN '! / ' / / - �' 1/8'BRASS PIN.DOMN at:AT CENTERLIE wTERSEcnOYJ L1� ,1� i y / %•!� �.. % 1 JONES AYE NE R NE 2BTN SE 9 / �. ,S��Q/may d'�.� �/: �'.. ELEVATION-24787•(75.552 METERS) •6, q z076/� 4e• ,, /� _ �/�� _ feTBM // �` �/ / —���,y�•44V'/�./ / ,'.�, �_• PK W/SI9NER,0.6'EAST OF NEST EDGE PAVEMENT LINCOLN AVENUE �SIONAL 'N 0•Y N • \\,, / - 122.N OF CENTERLINE aavrwaT TO HOUSE/3765 // \.107 / 'DRIVEWAY _ "/ ./j%� :�1 - ELEVATION.129.60' !EXPIRES 11/10/02 / G�� // :: L. :• C.: '• :: —r1• :., 0% I PK W/SIONER, REST EDGE PAVEMENT LANCE:EN AVENUE NE AT SOUTH UNLESS SIGNED AND DATED u / �.. •! _ STAMP NOT VAUD LOT NUMBER LOT AREA EDGE L EW-7 4.25DRIV NE - / / i ElEVA nQV.I61.25' / 1 7,068 SF TBv_A: D ETERSON / 2 13,661 SF 41 TOW OF CAP BOLT OF FIRE HYDRANT NEST SIDE OF UNCOLN AVE NE AT APPROX CENTER FRONT OF SUBJECT SITE x / j + d�SF 6 1 1 (p7B5 LI+caLN AYE). ELEVATION..u71s CONSULTING SF / / 5 6 6.034 SF 1Z922 SF DATUM: NATO 1966(CITY LE RENTON) 9Aa�rK a AKIN E N (. I N E C IZ 5 �, /` i I PLAT OF MRIEHAMK,FILED IN 800K 171.AT PAGE(S)9 THRU II,UNDER RECORDING NO 9507250139.RECORDS OF KING COUNTY,WASHINGTON. 4030 Lake Washington // LEGAL DESCRIPTION: Blvd. N.E., Suite zoo u Kirkland,WA 98033 / E LOT 7,BLOCK 3,C.D.HILLMAN'S LAKE WASHINGTON GARDEN OF EDEN, Tel 425) 827-5874 / DINSION NO.7,AS RECORDED IN VOL 16 OF PUTS PAGE IQ RECORDS Faz(425) 822-7218 k OF KING COUNTY, WASHINGTON. SI7VA YE IN THE OTT OF NEN TON.COUNTY OF KING,STATE OF JOB NUMBER CAMB-0001 f WASHINGTON. �"y SHEET NUMBER �/ I / OF 1 o I - I I H';..i° I 27.6 1&1-1 '�-lB GIs --411 ,� • '- QI 130.0. h � �,0; WMOr 1 w , 4, I1v.r ` N SS29'44` W 296.13' • In., , er ' 131.a 131.e CHNVuNK ECE "Z5 <`p u/ • ✓ �2i ! l t1 . w N 130.2 0 I / -!�• :' !�u ::':C<tAvE as �......i 2q FI 1.7 J 1 v tau 1szr..'. J tusIt o .••..•. .OR• .AY 30'F WM , CI I • ,^1 \I .�°: :;:::•'.•.;Y::�j'� ,no I t, f,is �f. ( \ eo m 34•F 30'7 �.;':, ;li V :`3 e1.z 1 ,29.a /•.;1?FT. .- • 1JtY'.- UN() to tw '\ tL o / I / t a9s :::: tssa28 ` ,I ij l , ° N 13oe _• co I ° P °a• WMH / / :.,. w �� 0,4 L, I TOP (RIM) EL = 135.24• / • 133.4 HB�I �� TR .t 18" N. . S. 78.z s/.:/.... .. t34.o - q�- -\ °B ,:,;, _ TOP MAIN EL. = 129.57• j /. ��--=HOUSE #3785 •. '-•. �'�.-&TBIA 'A"" °� II TOP VALVE EL. = 131A3• / -., - • _ •. 1-STORY W/ ---777 ��w,,,/// y7 B w1 BOTTOM STCR. EL 127.42• /133.a /ix.• BASEMENT \ / 10"F tat.e. I w H 1 10"F / �7 S t3z.e Iq •f t3t2 FF HOUSE=138.17 Y ,p,_ HB �' BSMT =130.16' 1 ` 1q-r 135.0 IN-208 ^� OIL `tut p { ,) T P EL 136.13� / B•F`. \ 12'F� �TEPS / 36'FJ N O/ i°,`I,I,. Ei INV. EL = 128.08• / / 133� t}6 / - 132A -j`�, I/ EMS:, / (7�2aro y Z \ \ J L. " r \ �3A ' 13}.1 / 2 ' ,ss.s 24,FMM 24M sre� �/ 3e.2 II / i ' 133.5 �•�- i33.7 P ; .m4� •h Sbw h� 'n.` 4. / N.: I CB-207 TTPE 1 /73.3 0/ ,3,.� ,F 6-7-TI • n - TOP EL = 139.26' / 24'F _ .�l / 12; tpe I18"ADS S. MV. EL = 134.76• 6"SP �e 18- a { • 135.2 vA- Borr MS STCR ELL t 33 64' o/ / •1312 \ •13u ot33A �}w 2'F 135.1 .� 22 - - �Fj,L•�3/7 : �/,42, I / 34•C -� �J 133.4• �� 138.9, 4'C7f�,`AI I R M� 20•-• 8'F . A 71.g 12e.! ��- tx.9 i . �` I /� - �: 1 - \ epic v / / 4"e �'F�,' 33Ee/ i�,E S.r ryM // / ,8 �1xs.ot tm� 6 C yi88'2�9'AS4` W 6.07' • 13e.e r _ / /// ":y, / t2o.e//1 . -� _�r!•.`,•�' .13t7 .-�� 6 '1'�`e/� / p. tzr.5 �••' :".-•:' -- '•.••'••:f•-.'T 6"C / 149.0 I / ✓. :' y UR \ { Tie.4 8'F t ',M!, CB-206 12.A.'. ` o'•'"••:' A1`:•,•.133.4; 1,,�14Le /�d. f U �7- Cif tfr 4"MC � i39 7 "t J / • {".. TO EL = 154.21' / �.:: L' :'. ` 139.3`J 1 "F 10"F� j$!. 18"{ADS N. INV. EL = 150.87' 73.7 18 `:�� s. -,ham 1 //�,.� , : ,6'ADS S. INv. EL = tst.o2' E 124Ay' 1`"J- p ,c 12 ADS SE INV. EL _ 150.88' A G � 1!1F • 1L t t41.4 - 8� � . + BOOM STCR. EL = 149.80' / / 12" CONIC INV EL. = 131.4' 13e. _ ieawr 3,,�I* { 8 10"M o"IA 11,3.3• �• / s ',4 91t 154.7 / 12' CONC INv EL = 134.1' : 6`^4Tt r,s i'�' , o •' `// 553 I TOP a. TYPE n i TOP EL = 159.22' / 12' CONC IM/ EL. = 136.4• ••:.. , ,117"1Mh-if MII �'1 n(� t .ta 12'ADS E. INV. EL 151 /'- T.4L' I �� 1 15e.o s� 12'ADS NW INV. EL 15' / c k ;y., e` ] • I{, • , F �I J; BOTTOM STCR. EL = 149.2: CONCRETE.•: / / / �V .:;•ARNfiWAT.' 1t41a• �'�\ 41 [,'t�f1';•(`,' i t 1�� •• ffi '' / �>1 3 >t F dd 1y t II I, 1 , 1 !, 00.9•. / 12- CONC MV EL = 139.7' ».�1 t �7• / CB 203 TYPE I 4\/' isz-'�" TOP EL. 160.14'/ SSMH-205 I r2 12"ADS E. INv. EL = 155.85 / / TOP EL = 159.31r,,.7 1 1 ,, I BOTTOM STCR. EL = 155.49' 12" INV. N. k E. t .9 ' EJB / /(�V� // INV. EL 147.15' I ea.1111 ,1" Ls I o - SEC.32,TWP.24 N.,RGE.5 E.,W.M. "1" j a• - II Jo " - I� I 12,2 Nr', 7d" S:fOP.T PLAT 566039 ✓:9,/!I PL 2 G:9i.'1 wry EL "Er c, U EE rd y a , , .' 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Wit / j =� —.:i:. 7/ - i�, iS ,;1 rr,os:.fin. :C / :•tout.,v n. e �' �: _-- ,i 1 Ero•a C8-204 s j rrcuc.rvn. r- / - i� '' I r..vn ,ur _ % / A. rr car.n n. rx. F• �• �'!✓C/ �, J i" sonar scar.n. :wn r oWW..n ! m Z........ // /,'' Ex,91203 my, a of . - / / _,G / Er 9n,-10 `i "'ll{ boar[me.a�mos p 9y dew�ti� / / \\ // `• ''�MS II. K , I , I nVaE1 1I 10/02 / BLOCK • i STAMP NOT VALID % / / I i UNLESS STAMPED AND DA1ED // ,I UPZCAMO1 i / I MEAT 1 Of I NOTICE ENVIRONMENTAL DETERMINATION POSTED TO NOTIFY INTERESTED PERSONS OF AN ENVIRONMENTAL ACTION II ELSA RIDGE SHORT PLAT LUA-02-086,SHPL-11,ECF The applicant is requesting Environmental(SEPA)Review and Hearing Examiner Short Plat Approval for a 6-lot subdivision of a 1.43-acre site.The residential plat would create lots intended for the construction of detached single family homes—ranging in lot size from 6,034 square feet to 14,506 square feet. The subject site contains areas designated as protected elopes,which are located on the western portion of the property.Location:3785 Lincoln 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 filed in writing on or before 5:00 PM October 23,2002. Appeals must be filed in writing together with the required$75.00 application fee with:Hearing Examiner,City of Renton,1055 South Grady Way,Renton,WA 98055. Appeals to the Examiner are governed by City of Renton Municipal Code Section 4-8-110.B. Additional information regarding the appeal process may be obtained from the Renton City Clerk's Office,(425)430.6510. A Public Hearing will be held by the Renton Hearing Examiner In the Council Chambers on the seventh floor of City Hall,1055 South Grady Way,Renton,Washington,on October 29,2002 at 9:00 AM to consider the proposed Short Plat.If the Environmental Determination Is appealed,the appeal will be heard as part of this Public Hearing. Arli I [------Ir".17 11/ 1 :, — , ,tea , I c---- I i 1 _ - I T. 1 ( r-- r -1� L_________ I® 1 JI r _ �l, - ` Aliil= I-------,if :I 1 1 -- -1- ..., -11 1\.-1 .1' . I i 1 J.- /___1 1 __,. ._kJ! ... _ FOR FURTHER INFORMATION,PLEASE CONTACT THE CITY OF RENTON,DEVELOPMENT SERVICES DIVISION AT(425)430-7200. DO NOT REMOVE THIS NOTICE WITHOUT PROPER AUTHORIZATION Please include the project NUMBER when calling for proper file Identification. 5 ILl VA t 4C:HEFF ) NOTARY PUBLIC CERTIFICATION ' STATE OF WASHINGTON ` COMMISSION EXPIRES JUNE 29, 2003 I, E.- aikiivaA , hereby certify that 3 copies of the above document were posted by me in ; conspicuous places on or nearby the described property on [0(3/0 Signed: i ATTEST:Subscribed and sworn before me,a Notary Public,in and fo he S. to of Washington residing i .)1,a— r4 z- ,on the I Sc-'M day of VA,I- MARILYN KAMCHEFF MY APPOINTMENT EXPIRES:6-29-03 CITY OF RENTON CURRENT PLANNING DIVISION AFFIDAVIT OF SERVICE BY MAILING On the 3 day of OE 1)tow , 2002, I deposited in the mails of the United States, a sealed envelope containing I Q,C D e vv,i vbstA documents. This information was sent to: Name Representing fai/r/ U2A (Signature of Sender) NOTARY PUBLIC ! STATE OF WASHINGTON STATE OF WASHINGTON ) COMMISSION EXPIRES SS JUNE 29, 200 COUNTY OF KING ) I certify that I know or have satisfactory evidence that Mild YPQ I Q (A--w signed this instrument and acknowledged it to be his/her/their free and voluntary act for the uses and purposes mentioned in the instrument. Dated: riA • Notary Publi n and for the State of WP ington Notary(Print) MARILYN KAMCHEFF My appointmentte(A?INTMENT EXPIRES: 6-29-03 Project Name: eAck,c),e GIs Project Number: 02--08G Sip I ,S.0 NOTARY.DOC AGENCY (DOE) LETTER MAILING (ERC DETERMINATIONS) Dept. of Ecology Washington Dept. of Fish &Wildlife Mr. Rod Malcom, Fisheries Environmental Review Section Habitat Program Muckleshoot Indian Tribe PO Box 47703 16018 Mill Creek Boulevard 39015— 1 72nd Avenue SE Olympia, WA 98504-7703 Mill Creek, WA 98012 Auburn, WA 98092 WSDOT Northwest Region Duwamish Tribal Office Mr. David Dietzman Attn: Ramin Pazooki 14235 Ambaum Blvd. SW— Front A Dept. of Natural Resources King Area Dev. Serv., MS-240 Burien, WA 98166 PO Box 47015 PO Box 330310 Olympia,WA 98504-7015 Seattle, WA 98133-9710 US Army Corp. of Engineers Ms. Shirley Marroquin Eric Swennson Seattle District Office Environmental Planning Supervisor Real Estate Services PO Box C-3755 KC Wastewater Treatment Division Seattle Public Utilities Seattle,WA 98124 201 South Jackson St, MS KSC-NR-050 Suite 4900, Key Tower Attn: SEPA Reviewer Seattle,WA 98104-3855 700 Fifth Avenue Seattle, WA 98104 KC Dev. & Environmental Serv. City of Newcastle City of Kent Attn: SEPA Section Attn: Mr. Micheal E. Nicholson Attn: Mr. Fred Satterstrom, AICP 900 Oakesdale Ave. SW Director of Community Development Acting Community Dev. Director Renton,WA 98055-1219 13020 SE 72nd Place 220 Fourth Avenue South Newcastle,WA 98059 Kent, WA 98032-5895 Gary Kriedt Joe Jainga Senior Environmental Planner Municipal Liason Manager Metro Transit PO Box 90868 201 South Jackson Street MS: XRD-01W KSC-TR-0431 Bellevue, WA 98009-0868 Seattle,WA 98104-3856 Note: If the Notice of Application states that it is an "Optional DNS", the following agencies and cities will need to be sent a copy of the checklist, PMT's, and the notice of application. Also note, do not mail David Dietzman any of the notices he gets his from the web. Only send him the ERC Determination paperwork. Last printed 09/18/02 4:31 PM ;y CITY #F RENTON 4*,„ Planning/Building/PublicWorks Department Jesse Tanner,Mayor Gregg Zimmerman P.E.,Administrator October 8, 2002 Jennifer Steig Peterson Consulting Engineers 4030 Lake Washington Blvd. #200 Kirkland, WA 98033 SUBJECT: Elsa Ridge Off-Hold Letter Project No. LUA-02-086,SHPL-H, ECF Dear Ms. Steig: This letter is to inform you that the City's Environmental Review Committee (ERC) met on October 1, 2002 to discuss the above-mentioned project. At that time, a Mitigated- Determination of Non-significance (M-DNS) was issued. The public hearing with the Hearing Examiner's Office is scheduled for October 29, 2002 at 9:00 am on the 7th floor of the Renton City Hall building. Should you have any questions, please contact me at (425) 430-7219. Sincerely, Jason E. J rdan Associate Planner cc: Myrtle Farr Estate/Owner Mr. Rick Finkbeiner/Cambridge Homes, Inc. Parties-of-record Jennifer Henning/City of Renton, Principal Planner otr-nola.aoc 1055 South Grady Way-Renton,Washington 98055 RENTON C. This paper contains 50%recycled material,30%post consumer AHEAD OF THE CURVE NoTIcEH ENVIRONMENTAL DETERMINATION POSTED TO NOTIFY INTERESTED PERSONS OF AN ENVIRONMENTAL ACTION ELSA RIDGE SHORT PLAT LUA-02-086,SHPL-H,ECF 11 The applicant is requesting Environmental(SEPA) Review and Hearing Examiner Short Plat Approval for a 6-lot subdivision of a 1.43-acre site. The residential plat would create lots intended for the construction of detached single family homes—ranging in lot size from 6,034 square feet to 14,506 square feet. The subject site contains areas designated as protected slopes, which are located on the western portion of the property. Location:3785 Lincoln 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 filed in writing on or before 5:00 PM October 23, 2002. Appeals must be filed in writing together with the required$75.00 application fee with: Hearing Examiner, City of Renton, 1055 South Grady Way, Renton, WA 98055. Appeals to the Examiner are governed by City of Renton Municipal Code Section 4-8-110.B. Additional information regarding the appeal process may be obtained from the Renton City Clerk's Office,(425)430-6510. A Public Hearing will be held by the Renton Hearing Examiner in the Council Chambers on the seventh floor of City Hall, 1055 South Grady Way, Renton,Washington,on October 29,2002 at 9:00 AM to consider the proposed Short Plat.If the Environmental Determination is appealed,the appeal will be heard as part of this Public Hearing. III ii i I I Ir f � I . +j 1 I ';_---- _-- 144 I — - i I ! ,_ _ _—_—�i 1 1 i i 1-----4 1 i,r I , 1_—_— � Ii r 4_1-- I \, \ I F Pa , w _--- `I \ I I _.slr '' d r \ f opi ILL l T I \ 1 yji __J[:::_71 tiJ \\ I / T I �I i 1 I I --i F_ I -1I L // i1 \\ \%rirr 11 7 — , C ; I 1 1 \ ..�--5 r I 1 -_ 1 I j ___-_l 1-----I r--____I ' u_. -.." , \ ` ' - pii I ! ,or.., �-� �\ iy\m i �__J !`1,11Tam;,F J I�' L �� I 9 ,,. d� F_ ' ;t-`-1----'----\\ -1- - I-17" ..,..V, FOR FURTHER INFORMATION, PLEASE CONTACT THE CITY OF RENTON, DEVELOPMENT SERVICES DIVISION AT(425)430-7200. DO NOT REMOVE THIS NOTICE WITHOUT PROPER AUTHORIZATION Please include the project NUMBER when calling for proper file identification. NOTICE OF ENVIRONMENTAL DETERMINATION ENVIRONMENTAL REVIEW COMMITTEE RENTON, WASHINGTON The Environmental Review Committee has issued a Determination of Non-Significance-Mitigated for the following project under the authority of the Renton Municipal Code. ELSA RIDGE SHORT PLAT LUA-02-086,ECF,SH PL-H Environmental review for a 6-lot subdivision. Location: 3785 Lincoln Ave. NE. Appeals of the environmental determination must be filed in writing on or before 5:00 PM October 23, 2002. Appeals must be filed in writing together with the required $75.00 application fee with: Hearing Examiner, City of Renton, 1055 South Grady Way, Renton, WA 98055. Appeals to the Examiner are governed by City of Renton Municipal Code Section 4-8-110.B. Additional information regarding the appeal process may be obtained from the Renton City Clerk's Office, (425) 430-6510. A Public Hearing will be held by the Renton Hearing Examiner in the Council Chambers, City Hall, on October 29, 2002 at 9:00 AM to consider the proposed Short 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 7, 2002 Account No. 51067 dnsmpub.dot ♦i CITY C t 4w, RENTON ••LL r ;: Planning/Building/PublicWorks Department Jesse Tanner,Mayor Gregg Zimmerman P.E.,Administrator October 3, 2002 Washington State Department of Ecology Environmental Review Section PO Box 47703 Olympia, WA 98504-7703 Subject: Environmental Determinations Transmitted herewith is a copy of the Environmental Determination for the following project reviewed by the Environmental Review Committee (ERC) on October 1, 2002: DETERMINATION OF NON-SIGNIFICANCE-MITIGATED ELSA RIDGE SHORT PLAT LUA-02-086,ECF,SHPL-H The applicant is requesting Environmental (SEPA) Review and Hearing Examiner Short Plat Approval for a 6-lot subdivision of a 1.43-acre site. The residential plat would create lots intended for the construction of detached single family homes—ranging in lot size from 6,034 square feet to 14,506 square feet. The subject site contains areas designated as protected slopes, which are located on the western portion of the property. Location: 3785 Lincoln Avenue NE. Appeals of the environmental determination must be filed in writing on or before 5:00 PM October 23, 2002. Appeals must be filed in writing together with the required$75.00 application fee with: Hearing Examiner, City of Renton, 1055 South Grady Way, Renton, WA 98055. Appeals to the Examiner are governed by City of Renton Municipal Code Section 4-8-110.B. Additional information regarding the appeal process may be obtained from the Renton City Clerk's Office, (425) 430-6510. If you have questions, please call me at (425) 430-7219. For the Environmental Review Committee, son E.Jord n Associate Planner cc: King County Wastewater Treatment Division Larry Fisher, Department of Fisheries David F. Dietzman, Department of Natural Resources WSDOT, Northwest Region Duwamish Tribal Office Rod Malcom, Fisheries, Muckleshoot Indian Tribe (Ordinance) US Army Corp. of Engineers Enclosure Agency teRet\ R E N T O N 1055 South Grady Way-Renton,Washington 98055 �� AHEAD OF THE CURVE 6� This paper contains 50%recycled material,30%post consumer CITY OF RENTON DETERMINATION OF NON-SIGNIFICANCE (MITIGATED) ADVISORY NOTES APPLICATION NO(S): LUA-02-086, ECF, SHPL-H APPLICANT: Rick Finkbeiner PROJECT NAME: Elsa Ridge Short Plat DESCRIPTION OF PROPOSAL: The applicant is requesting Environmental (SEPA) Review and Hearing Examiner Short Plat Approval for a 6-lot subdivision of a 1.43-acre site. The residential plat would create lots intended for the construction of detached single family homes— ranging in lot size from 6,034 square feet to 14,506 square feet. The subject site contains areas designated as protected slopes, which are located on the western portion of the property. LOCATION OF PROPOSAL: 3785 Lincoln Avenue NE I 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. RMC section 4-4-030.C.2 limits haul hours between 8:30 am to 3:30 pm, Monday through Friday unless otherwise approved by the Development Services Division. 2. Commercial, multi-family, new single family and other nonresidential construction activities shall be restricted to the hours between seven o'clock (7:00) a.m. and eight o'clock (8:00) p.m., Monday through Friday. Work on Saturdays shall be restricted to the hours between nine o'clock (9:00) a.m. and eight o'clock (8:00) p.m. No work shall be permitted on Sundays. 3. All debris and demolition materials must be removed from the site and properly disposed of in an approved off-site location. If underground tanks or hazardous materials are encountered during site preparation, the applicant must contact the City to discuss appropriate soils testing and disposal measures (e.g., Fire Department tank removal permits and verification soils are not contaminated). 4. Asbestos abatement may be necessary prior to the removal of the dilapidated structures present on the site. Certification from Puget Sound Air Quality Authority may be required prior to the issuance of demolition permits for the project. 5. Within thirty (30) days of completion of grading work, the applicant shall hydroseed or plant an appropriate ground cover over any portion of the site that is graded or cleared of vegetation and where no further construction work will occur within ninety (90) days. Alternative measures such as mulch, sodding, or plastic covering as specified in the current King County Surface Water Management Design Manual as adopted by the City of Renton may be proposed between the dates of November 1st and March 31st of each year. The Development Services Division's approval of this work is required prior to final inspection and approval of the permit. 6. All protected slopes shall be placed in a native growth protection area pursuant to RMC4-3-050G, or dedicated to a conservation organization or land trust, or similarly preserved through a permanent protective mechanism acceptable to the City. Fire 1. A fire hydrant with 1,000 GPM fire flow is required within 300 feet of all new single family structures. If the building square footage exceeds 3,600 square feet in area, the minimum fire flow increases to 1,500 GPM and requires two hydrants within 300 feet of the structures. 2. Fire access apparatus road is required to be a minimum of 20 feet wide paved roadway and extend to within 150 feet of the furthest corner of any proposed structures. An approved turnaround is required for dead-end roads exceeding 150 feet in length. Roadway as proposed appears to meet code. 4 1 i CITY OF RENTON DETERMINATION OF NON-SIGNIFICANCE (MITIGATED) li APPLICATION NO(S): LUA-02-086, ECF, SHPL-H APPLICANT: Rick Finkbeiner PROJECT NAME: Elsa Ridge Short Plat DESCRIPTION OF PROPOSAL: The applicant is requesting Environmental (SEPA) Review and Hearing Examiner Short Plat Approval for a 6-lot subdivision of a 1.43-acre site. The residential plat would create lots intended for the construction of detached single family homes—ranging in lot size from 6,034 square feet to 14,506 square feet. The subject site contains areas designated as protected slopes, which are located on the western portion of the property. LOCATION OF PROPOSAL: 3785 Lincoln 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 43.21C.030(2)(c). Conditions were imposed as mitigation measures by the Environmental Review Committee under their authority of Section 4-6-6 Renton Municipal Code. These conditions are necessary to mitigate environmental , impacts identified during the environmental review process. Appeals of the environmental determination must be filed in writing on or before 5:00 PM October 23, 2002. Appeals must be filed in writing together with the required $75.00 application fee with: Hearing Examiner, City of Renton, 1055 South Grady Way, Renton,WA 98055. Appeals to the Examiner are governed by City of Renton Municipal Code Section 4-8-110.B. Additional information regarding the appeal process may be obtained from the Renton City Clerk's Office, (425) 430-6510. PUBLICATION DATE: October 7, 2002 DATE OF DECISION: October 1, 2002 SIGNATURES: �P /// G egg Zimme n, finis or DATE/4 Department la ng/Building/Public Works -rC` /6/� �2-. Shepherd, dminis tor DATE Commu41111". nity Services 1 /o- 3- 0 "— Lee Wheeler, Fire Chief DATE Renton Fire Department dnsmsign CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS MEMORANDUM DATE: August 27, 2003 TO: Carrie Olson FROM: Sonja J.Fesser ) SUBJECT: Elsa Ridge Short Plat,LUA-02-086-SHPL Format and Legal Description Review Bob Mac Onie and I have reviewed the above referenced short plat submittal and have the following comments: Comments for the Applicant: Note the City of Renton land record number,LND-20-0318,on the drawings in the spaces already provided. The sum of the east lines of Lots 1,4 and 5 do not equal the overall length of the east line of the short plat. The same is true of the west lines of said lots and the sum of the east lines of Lots 2, 3, and 6. Several easement dimensions are either missing or incorrectly noted. Indicate what has been,or is to be, set at the corners of the proposed lots. Note the date the existing monuments were visited,per WAC 332-130-150. Replace the reference to"KING COUNTY" with City of Renton in Item No.4 under "EASEMENT PROVISIONS AND COVENANTS"(Sheet 1 of 2). Replace the reference to"KING COUNTY COUNCIL"with City of Renton in the `RECORDING CERTIFICATE"BLOCK(Sheet 1 of 2). The indexing information noted under the"RECORDING NO."(lower right-hand corner of Sheet 1 of 2)is in error. Item Nos. 1, 5,6,7, 8 and 9 under"GENERAL NOTES"(Sheet 1 of 2)should be removed from the drawing. Said items do not directly impact the subdivision. \H:\File Sys\LND-Land Subdivision&Surveying Records\LND-20-Short Plats\0318\RV030821.doc August 27, 2003 Page 2 Remove the building setbacks noted on the short plat lots. Setbacks will be determined at the time that building permits are issued. See the attachment for addresses and applicable street names. Note both on the drawing. Note that the name for the street southerly of Lots 5 and 6 is NE 38th Street. Therefore,change the reference from"LINCOLN PLACE NE"to NE 38th Street(under Item No. 3 of "GENERAL NOTES"on Sheet 1 of 2)and add said street name on the drawing. Remove the two notes on Sheet 2 of 2 that reference that there will be no direct vehicular access to the streets from the adjoining streets. Item Nos. 2, 3 and 4 under"GENERAL NOTES",on Sheet 1 of 2, adequately covers the access restrictions. Remove Item No. 6(as noted under the"EASEMENT PROVISIONS AND COVENANTS" block on Sheet 1 of 2). Said item is already noted under the"DECLARATION OF COVENANT"block on the same drawing sheet. Also,change"INGRESS AND EGRESS" (in Item Nos. 1 and 2 of said easement block)to"INGRESS,EGRESS AND UTILITIES". Provide a space for the recording number of the public sewer easement,as referenced on Lot 1 (Sheet 2 of 2). • • H:\File Sys\LND-Land Subdivision&Surveying Records\LND-20-Short Plats\0318\RV030821.doc\cor 4 ' CITY i RENTON Planning/Building/PublicWorks Department Jesse Tanner,Mayor Gregg Zimmerman P.E.,Administrator October 3, 2002 iL Ms.Jennifer Steig Peterson Consulting Engineers 4030 Lake Washington Blvd. #200 Kirkland, WA 98033 SUBJECT: Elsa Ridge Short Plat Project No. LUA-02-086,SHPL-H, ECF Dear Ms. Steig: This letter is written on behalf of the Environmental Review Committee (ERC) and is to advise you than they have completed their review of the subject project. The ERC issued a threshold Determination of Non-Significance-Mitigated with Mitigation Measures. Please refer to the enclosed Mitigation Measures document. Appeals of the environmental determination must be filed in writing on or before 5:00 PM October 23, 2002. Appeals must be filed in writing together with the required $75.00 application fee with: Hearing Examiner, City of Renton, 1055 South Grady Way, Renton, WA 98055. Appeals to the Examiner are governed by City of Renton Municipal Code Section 4-8-110.B. Additional information regarding the appeal process may be obtained from the Renton City Clerk's Office, (425) 430-6510. A Public Hearing will be held by the Renton Hearing Examiner in the Council Chambers on the seventh floor of City Hall, 1055 South Grady Way, Renton, Washington, on October 29, 2002 at 9:00 AM to consider the proposed Short Plat The applicant or representative(s) of the applicant is required to be present at the public hearing. A copy of the staff report will be mailed to you one week before the hearing. If the Environmental Determination is appealed, the appeal will be heard as part of this public hearing. The preceding information will assist you in planning for implementation of your project and enable you to exercise your appeal rights more fully, if you choose to do so. If you have any questions or desire clarification of the above, please call me at(425)430-7219. For the Environmental Review Committee, Jason E. Jordan Associate Planner cc: Myrtle Farr Estate/Owner /Owner Mr. Rick Finkbeiner/Cambridge Homes, Inc. L. Shaw, G. Donnel/Parties of Record Enclosure a'nsmletter RENTON 1055 South Grady Way-Renton,Washington 98055 �� AHEAD OF THE CURVE f.., This paper contains 50%recycled material,30%post consumer CITY OF RENTON DETERMINATION OF NON-SIGNIFICANCE (MITIGATED) ADVISORY NOTES APPLICATION NO(S): LUA-02-086, ECF, SHPL-H APPLICANT: Rick Finkbeiner PROJECT NAME: Elsa Ridge Short Plat DESCRIPTION OF PROPOSAL: The applicant is requesting Environmental (SEPA) Review and Hearing Examiner Short Plat Approval for a 6-lot subdivision of a 1.43-acre site. The residential plat would create lots intended for the construction of detached single family homes—ranging in lot size from 6,034 square feet to 14,506 square feet. The subject site contains areas designated as protected slopes, which are located on the western portion of the property. LOCATION OF PROPOSAL: 3785 Lincoln 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. RMC section 4-4-030.C.2 limits haul hours between 8:30 am to 3:30 pm, Monday through Friday unless otherwise approved by the Development Services Division. 2. Commercial, multi-family, new single family and other nonresidential construction activities shall be restricted to the hours between seven o'clock (7:00) a.m. and eight o'clock (8:00) p.m., Monday through Friday. Work on Saturdays shall be restricted to the hours between nine o'clock (9:00) a.m. and eight o'clock (8:00) p.m. No work shall be permitted on Sundays. 3. All debris and demolition materials must be removed from the site and properly disposed of in an approved off-site location. If underground tanks or hazardous materials are encountered during site preparation, the applicant must contact the City to discuss appropriate soils testing and disposal measures (e.g., Fire Department tank removal permits and verification soils are not contaminated). 4. Asbestos abatement may be necessary prior to the removal of the dilapidated structures present on the site. Certification from Puget Sound Air Quality Authority may be required prior to the issuance of demolition permits for the project. 5. Within thirty (30) days of completion of grading work, the applicant shall hydroseed or plant an appropriate ground cover over any portion of the site that is graded or cleared of vegetation and where no further construction work will occur within ninety (90) days. Alternative measures such as mulch, sodding, or plastic covering as specified in the current King County Surface Water Management Design Manual as adopted by the City of Renton may be proposed between the dates of November 1st and March 31st of each year. The Development Services Division's approval of this work is required prior to final inspection and approval of the permit. 6. All protected slopes shall be placed in a native growth protection area pursuant to RMC4-3-050G, or dedicated to a conservation organization or land trust, or similarly preserved through a permanent protective mechanism acceptable to the City. Fire 1. A fire hydrant with 1,000 GPM fire flow is required within 300 feet of all new single family structures. If the building square footage exceeds 3,600 square feet in area, the minimum fire flow increases to 1,500 GPM and requires two hydrants within 300 feet of the structures. 2. Fire access apparatus road is required to be a minimum of 20 feet wide paved roadway and extend to within 150 feet of the furthest corner of any proposed structures. An approved turnaround is required for dead-end roads exceeding 150 feet in length. Roadway as proposed appears to meet code. CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS MEMORANDUM 11 DATE: August 23, 2002 TO: Jason Jordan FROM: Sonja J. Fesser SUBJECT: Elsa Ridge Short Plat,LUA-02-086-SIIPL Format and Legal Description Review Bob Mac Onie and I have reviewed the above referenced short plat submittal and have the following comments: Comments for the Applicant: None. Information needed for final short plat approval includes the following: Note the City of Renton land use action number and land record number,LUA-02-086-SI-IPL and LND-20-0318,respectively,on the drawing, preferably in the upper right-hand corner. The type size used for the land record number should be smaller than that used for the land use action number. Show ties to the City of Renton Survey Control Network. Provide short plat and lot closure calculations. Include a statement of equipment and procedures used, per WAC 332-130-100. Indicate what has been, or is to be, set at the corners of the proposed lots. Note the date the existing monuments were visited, per WAC 332-130-150, and what was found. Note all easements, agreements and covenants of record on the drawing. Remove the building setbacks noted on the short plat lots. Setbacks will be determined at the time that building permits are issued. \H:\File Sys\LND-Land Subdivision&Surveying Records\LND-20-Short Plats\0318\RV020815.doc I` • i PROPERTY SER. ES FEE REVIEW FOR SUBDIVISI( No. 2002 - o4.7 , APPLICANT: �d1�1 M t t= ° C41✓t�t�t rv- �t RECEIVED FROM (date) JOB ADDRESS: 3-78F L11.1COL1-.1 AVE. kIE. WON -77p1r; NATURE OF WORK: - 1/4 1=?ln g, SI-in LND# 2cs -n lP Al X PRELIMINARY REVIEW O SUBDIVI ION BY L NG ?LAT, NEED MORE INFORMATION: - LEGAL LEGAL DESCRIPTION' SHORT PLAT, BINDING SITE PLAN, ETC. " PID#'s " VICINITY MAP " FINAL REVIEW OF SUBDIVISION,THIS REVIEW REPLACES SQUARE FOOTAGE " OTHER PRELIMINARY FEE REVIEW DATED ' FRONT FOOTAGE SUBJECT PROPERTY PARENT PIDI! , 3,¢5?a- 0I.5S X NEW KING CO. TAX ACCTJ/(s) are required when assigned by King County. It is the intent of this development fee analysis to put the developer/owner on notice,that the fees quoted below may be applicable to the subject site upon development of the property. All quoted fees are potential charges that may be due and payable at the time the construction permit is issued to install the on-site and off-site improvements(i.e.underground utilities,street improvements,etc.) Triggering mechanisms for the SDC fees will be based on current City ordinances and determined by the applicable Utility Section. Please note that these fees are subject to change without notice. Final fees will be based on rates in effect at time of Building Permit/Construction Permit application. " The existing house on SP Lot# , addressed as has not previously paid SDC fees, due to connection to City utilities prior to existance of SDC fee Ord. SP Lot# will be subject to future SDC fees if triggering mechanisms are touched within current City Ordinances. " We understand that this subdivision is in the preliminary stage and that we will have the opportunity to review it again before recordation. The following quoted fees do NOT include inspection fees, side sewer permits, r/w permit fees or the cost of water meters. SPECIAL ASSESSMENT DISTRICT PARCEL METHOD OF ASSESSMENT ASSESSMENT DISTRICTS NO. NO. ASSESSMENT UNITS OR FEE Latecomer Agreement (pvt)WATER `O— Latecomer Agreement(pvt)WASTEWATER -cn — Latecomer Agreement(pvt)OTHER - Special Assessment District/WATER Special Assessment District/WASTEWATER / 0 Joint Use Agreement(METRO) Local Improvement District * _ Traffic Benefit Zones $75.00 PER TRIP, CALCULATED BY TRANSPORTATION — FUTURE OBLIGATIONS — SYSTEM DEVELOPMENT CHARGE-WATER "" Estimated it OF UNITS/ SDC FEE " Pd Prey. " Partially Pd(Ltd Exemption) "" Never Pd SQ. FTG. _ Single family residential$1,105/unit x 55,525.•4; Mobile home dwelling unit$885/unit in park Apartment, Condo$665/unit not in CD or COR zones x Commercial/Industrial, $0.154/sq. ft.of property(not less than$1,105.00)x Boeing,by Special Agreement/Footprint of Bldg plus 15 ft perimeter(2,800 GPM threshold) 1 SYSTEM DEVELOPMENT CHARGE-WASTEWATER " Estimated "" Pd Prey. - Partially Pd(Ltd Exemption) " Never Pd Single family residential$760/unit x G $ , r..O.00 Mobile home dwelling unit$610/unit x Apartment, Condo$455/unit not in CD or COR zones x Commercial/Industrial$0.106/sq. ft. of property x(not less than$760.00) I SYSTEM DEVELOPMENT CHARGE-SURFACEWATER " Estimated .. Pd Prey. " Partially Pd(Ltd Exemption) " Never Pd Single family residential and mobile home dwelling unit$525/unit x 5 i 2,625.r ) ! All other properties$0.183sq ft of new impervious area of property x (not less than$525.00) t_ ,Zt_b_n_ . L_3 z.t._a a t h.) PRELIMINARY TOTAL $ I Z) 710.021 I� Signature o A/l Voe. i< evtew Authority DA tm 1 ti *If subject property is within an LID, it is developers responsibility to check with the Finance Dept. for paid/un-paid status. t - Square footage figures are taken from the King County Assessor's map and are subject to change. tD n Current City SDC fee charges apply to C .. m EFFECTIVE January 4,2001 0 CITY OF RENTON DETERMINATION OF NON-SIGNIFICANCE (MITIGATED) 11 APPLICATION NO(S): LUA-02-086, ECF, SHPL-H APPLICANT: Rick Finkbeiner PROJECT NAME: Elsa Ridge Short Plat DESCRIPTION OF PROPOSAL: The applicant is requesting Environmental (SEPA) Review and Hearing Examiner Short Plat Approval for a 6-lot subdivision of a 1.43-acre site. The residential plat would create lots intended for the construction of detached single family homes— ranging in lot size from 6,034 square feet to 14,506 square feet. The subject site contains areas designated as protected slopes, which are located on the western portion of the property. LOCATION OF PROPOSAL: 3785 Lincoln 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 43.21C.030(2)(c). Conditions were imposed as mitigation measures by the Environmental Review Committee under their authority of Section 4-6-6 Renton Municipal Code. These conditions are necessary to mitigate environmental impacts identified during the environmental review process. Appeals of the environmental determination must be filed in writing on or before 5:00 PM October 23, 2002. Appeals must be filed in writing together with the required $75.00 application fee with: Hearing Examiner, City of Renton, 1055 South Grady Way, Renton, WA 98055. Appeals to the Examiner are governed by City of Renton Municipal Code Section 4-8-110.B. Additional information regarding the appeal process may be obtained from the Renton City Clerk's Office, (425) 430-6510. PUBLICATION DATE: October 7, 2002 DATE OF DECISION: October 1, 2002 SIGNATURES: ift" /Oh/6 G egg Zimme n, mis r DATE Department la ng/Building/Public Works C:51.7 P She herd, dminis tor DATE ` Community Services Lee Wheeler, Fire Chief DATE Renton Fire Department III dnsmsign CITY OF RENTON DETERMINATION OF NON-SIGNIFICANCE (MITIGATED) MITIGATION MEASURES APPLICATION NO(S): LUA-02-086, ECF, SHPL-H APPLICANT: Rick Finkbeiner PROJECT NAME: Elsa Ridge Short Plat DESCRIPTION OF PROPOSAL: The applicant is requesting Environmental (SEPA) Review and Hearing Examiner Short Plat Approval for a 6-lot subdivision of a 1.43-acre site. The residential plat would create lots intended for the construction of detached single family homes — ranging in lot size from 6,034 square feet to 14,506 square feet. The subject site contains areas designated as protected slopes, which are located on the western portion of the property. LOCATION OF PROPOSAL: 3785 Lincoln Avenue NE MITIGATION MEASURES: 1. The applicant shall be required to adhere to all recommendations contained within the September 9, 2002 Geotechnical Report prepared by Geotech Consultants, Inc. with regard to all earthwork activities, slope setbacks and foundation design. In addition, the applicant shall include the 45-foot building setback line from the top of the ravine on the face of the final short plat. 2. Temporary erosion control measures shall be maintained to the satisfaction of the representative of the Development Services Division for the duration of the project's construction. 3. The applicant shall install a silt fence along the down slope perimeter of the area that is to be disturbed. The silt fence shall be in place before clearing and grading is initiated and shall be constructed in conformance with the specifications presented in the 1998 King County Surface Water Design Manual. This will be required during the construction of both off-site and on-site improvements as well as building construction. 4. Shallow drainage swales shall be constructed to intercept surface water flow and route the flow away from the construction area to a stabilized discharge point. Vegetation growth shall be established in the ditch by seeding or placing sod. Depending on site grades, it may be necessary to line the ditch with rock to protect the ditch from erosion and to reduce flow rates. The design and construction of drainage swales shall conform to the specifications presented in the 1998 KCSWDM. Temporary pipe systems can also be used to convey storm water across the site. This will be required during the construction of both off-site and on-site improvements as well as building construction. This mitigation measure shall be placed on the face of the final short plat prior to recording. 5. The project contractor shall perform daily review and maintenance of all erosion and sedimentation control measures at the site during the construction of both on-site and off-site improvements as well as building construction. This mitigation measure shall be placed on the face of the final short plat prior to recording. 6. Weekly reports on the status and condition of the erosion control plan with any recommendations of change or revision to maintenance schedules or installation shall be submitted by the project engineer of record to the Public Works inspector. 7. Certification of the proper removal of the erosion control facilities shall be required prior to the recording of the final plat. 8. This project shall be subject to the 1998 King County Surface Water Design Manual. 9. The applicant shall pay the appropriate Fire Mitigation Fee based on a rate of $488.00 per new single family lot prior to the recording of the final short plat. 10. The applicant shall pay the appropriate Traffic Mitigation Fee based on $75.00 per each new average daily trip associated with the project prior to the recording of the final short plat. 11. The applicant shall pay the appropriate Parks Mitigation Fee based on $530.76 per new single family lot prior to the recording of the final short plat. dnsmsign ENVIRONMENTAL REVIEW COMMITTEE MEETING NOTICE OCTOBER 1, 2002 *CONSENT AGENDA* To: Gregg Zimmerman, Planning/Building/Public Works Administrator Jim Shepherd, Community Services Administrator Lee Wheeler, Fire Chief From: Jennifer Henning, Development Planning Meeting Date: Tuesday, October 1, 2002 Time: 9:00 AM Location: Sixth Floor Conference Room #620 Agenda listed below. PLEASE NOTE: THIS IS A "CONSENT AGENDA". THERE WILL BE NO ERC MEETING Elsa Ridge Short Plat (Jordan) LUA-02-086, ECF, SHPL-H The applicant is requesting Environmental (SEPA) Review and Hearing Examiner Short Plat Approval for a 6- lot subdivision of a 1.43-acre site. The residential plat would create lots intended for the construction of detached single family homes— ranging in lot size from 6,034 square feet to 14,506 square feet. The subject site contains areas designated as protected slopes, which are located on the western portion of the property. Location: 3785 Lincoln Avenue NE. cc: J.Tanner,Mayor J.Covington,Chief Administrative Officer S.Carlson, EDNSP Administrator A Pietsch, EDNSP Director J.Gray,Fire Prevention N.Watts, P/B/PW Develpment Services Director ® F.Kaufman,Hearing Examiner L.Rude, Fire Prevention ® J.Medzegian,Council S.Meyer, P/B/PW Transportation Systems Director R.Lind,Economic Development L.Warren,City Attorney ® Iji I ,, STAFF City of Renton REPORT Department of Planning/Building/Public Works ENVIRONMENTAL REVIEW COMMITTEE REPORT 1 A. BACKGROUND ERC MEETING DATE October 1, 2002 Project Name: Elsa Ridge Short Plat Applicant: Rick Finkbeiner File Number: LUA-02-086, ECF, SHPL-H Project Manager: Jason E. Jordan, Associate Planner Project Description: The applicant is requesting Environmental (SEPA) Review and Hearing Examiner Short Plat Approval for a 6-lot subdivision of a 1.43-acre site. The residential plat would create lots intended for the construction of detached single family homes — ranging in lot size from 6,034 square feet to 14,506 square feet. The subject site ;' contains areas designated as protected slopes, which are located on the western I' portion of the property. Project Location: 3785 Lincoln Avenue NE Exist. Bldg. Area gsf: 2,020 sf (to remain on new Lot 3) Proposed New Bldg. Area: N/A Site Area: 1.43 acres Total Building Area gsf: N/A RECOMMENDATION: Staff recommends that the Environmental Review Committee issue a Determination of Non-Significance—Mitigated(DNS-M). - -----1- F I I Lyi 1_- - -L-3 - - - ----1 _ - - _- -I - - --SEBOTNST- _ _ _ ---� - .- _LI I r- J r--\\ c T —� I I F I I 1 \ i F 'r---1-----1 1 I I I —T 7 f •- -- 1 I I I \ A _J 1 I �-- \ \ \ \ --� - 1 i IF I�__ I 1 11 \ \ \ \ F -I I 1 µµ� \ \1 I +- ' A" ---, I I- I 51N µN \ \ / \ I c1Aq \ L I I SH qO" I I J -- "''-an' I - 1 r \ \\ - I I 401 gyp.- I I 1 I \\ \ y� p h��OF cC�"_TJ I I I I \ \\ 2N T i �I i I i I r •—, I-- —T \ \c----J 1- - NE 98TH ST I F-- - 1 I----'l F----I I L -� .. t \\ \\ I----- I I I 1 1 __ �2 F____i 2 I 1 1 / L T i- T III ` �__�_�_ I. I I I I W / i� 1 �i I I \ l�� sEBBTHPL - -� I I I I iQ" / (F --� I \\\ 'c-^lam\ T --\. I �- -�e ��1 r \..\ F.� f--141 I I I y , i L-- -J \ \\\\ 1 I\ 1 1 1 1 1 1 r--J 1-4 \r, Jam\ 1 1 I v N \ I1 1 I 1 I r--1---7-7-1L--Z--PEAS-7_1 \ \\ /�\`\\\ \1 --I 1----- . I JI I / i i i I ��« �soZ'1 �/,� \\\ �' i A. I I .: I F I I L 1 I I 1_wletc PI �/ \\ \ ' T�� 1 I f r �- -I -� I F---1 �\ I I i i i -- - 1 -i \\\ \��' J I I \\ I L-JI / I L J L `__L_J \\ \` i L_ _ — A1� — —_—_1_ --L — — .NE3ETN ST. — — — — —_i. — -r--I--r-T-T--� T-� --� C'-- --�7 I �� I I I I I i�I f-T T--� \\ �p°N o, L___J 1 I I 1 I 1�.I I I I / \ I I \ \ µPN�'TP''1i, L---7 I I I I I fpk I 1 I, / I 1 1 1 1\ .A'' N�N N" 1 I `_L_1_L_1_L_� `1__LJ\ i / I I I 1 11\\ cOpSNR' f5� L___.4 NE35TN ST. ��� _� I I m\ \\�i>£N I J ( I I I I I-T- -)C(�I I / \ r '1 m1\ r_ _I 1 y I 1 II F---; 11 1 / ,r\ I 1 I 11 m 1\ \ i----{ \L_ '-�" ?y I h---'I r-�ry,/ I- 1 I 1\ ---4 1 r---\ \ -r-7-+-1 Project Location Map ercrpt(with KC 1998 manual condi).doc City of Renton P/B/PW Department Enviro ital Review Committee Staff Report ELSA RIDGE SHORT PLAT LUA-02-086,ECF, SHPL-H REPORT OF October 1,2002 Page 2 of 6 B. RECOMMENDATION Based on analysis of probable impacts from the proposal, staff recommends that the Responsible Officials make the following Environmental Determination: DETERMINATION OF DETERMINATION OF NON-SIGNIFICANCE XX NON-SIGNIFICANCE-MITIGATED. Issue DNS with 14 day Appeal Period. XX Issue DNS-M with 14 day Appeal Period. Issue DNS with 15 day Comment Period Issue DNS-M with 15 day Comment Period with Concurrent 14 day Appeal Period. with Concurrent 14 day Appeal Period. C. MITIGATION MEASURES 1. The applicant shall be required to adhere to all recommendations contained within the September 9, 2002 Geotechnical Report prepared by Geotech Consultants, Inc. with regard to all earthwork activities, slope setbacks and foundation design. In addition, the applicant shall include the 45-foot building setback line from the top of the ravine on the face of the final short plat. 2. Temporary erosion control measures shall be maintained to the satisfaction of the representative of the Development Services Division for the duration of the project's construction. 3. The applicant shall install a silt fence along the down slope perimeter of the area that is to be disturbed. The silt fence shall be in place before clearing and grading is initiated and shall be constructed in conformance with the specifications presented in the 1998 King County Surface Water Design Manual. This will be required during the construction of both off-site and on-site improvements as well as building construction. 4. Shallow drainage swales shall be constructed to intercept surface water flow and route the flow away from the construction area to a stabilized discharge point. Vegetation growth shall be established in the ditch by seeding or placing sod. Depending on site grades, it may be necessary to line the ditch with rock to protect the ditch from erosion and to reduce flow rates. The design and construction of drainage swales shall conform to the specifications presented in the 1998 KCSWDM. Temporary pipe systems can also be used to convey storm water across the site. This will be required during the construction of both off-site and on-site improvements as well as building construction. This mitigation measure shall be placed on the face of the final short plat prior to recording. 5. The project contractor shall perform daily review and maintenance of all erosion and sedimentation control measures at the site during the construction of both on-site and off-site improvements as well as building construction. This mitigation measure shall be placed on the face of the final short plat prior to recording. 6. Weekly reports on the status and condition of the erosion control plan with any recommendations of change or revision to maintenance schedules or installation shall be submitted by the project engineer of record to the Public Works inspector. 7. Certification of the proper removal of the erosion control facilities shall be required prior to the recording of the final plat. 8. This project shall be subject to the 1998 King County Surface Water Design Manual. 9. The applicant shall pay the appropriate Fire Mitigation Fee based on a rate of $488.00 per new single family lot prior to the recording of the final short plat. 10. The applicant shall pay the appropriate Traffic Mitigation Fee based on $75.00 per each new average daily trip associated with the project prior to the recording of the final short plat. 11. The applicant shall pay the appropriate Parks Mitigation Fee based on $530.76 per new single family lot prior to the recording of the final short plat. ercrpt(with KC 1998 manual condi).doc City of Renton P/B/PW Department Enviro ital Review Committee Staff Report ELSA RIDGE SHORT PLAT LUA-02-086,ECF, SHPL-H REPORT OF October 1,2002 Page 3 of 6 D. ENVIRONMENTAL IMPACTS In compliance with RCW 43.21 C. 240, the following project environmental review addresses only those 11 project impacts that are not adequately addressed under existing development standards and environmental regulations. 1. Earth Impacts: The subject site is characterized by having a gradual slope up to a natural occurring ravine, which is located approximately 60 feet from the subject site's western property boundary. The site slopes at approximately 11% from east to west up to the natural ravine. The ravine slopes to the west in excess of 50% and is classified as a Protected Slope on the City's Slope Atlas. The gradually sloping portions of the property are vegetated with mostly short scrub bushes, field grasses, lawn and fir trees, while the ravine is heavily vegetated with native ground cover and fir trees. According to the geotechnical report prepared by Geotech Consultants, Inc. dated September 9, 2002, the site is entirely underlain by Everett gravelly, sandy loam, which is considered a moderately well drained soil that can accommodate conventional continuous and spread footings. As proposed, existing vegetation where drives and building footprints are planned would be removed as part of the site development. Nevertheless, the geotechnical report recommends the applicant maintain a structure setback of 45 feet from the top of the ravine. The 45-foot setback would include a 10-foot undisturbed buffer and a 35-foot foundation setback. As proposed, all new construction would be located beyond the 45-foot steep slope setback. Staff recommends that the applicant be required to adhere to all recommendations contained within the September 9, 2002 Geotechnical Report prepared by Geotech Consultants, Inc. with regard to all earthwork activities, slope setbacks and foundation design. Potential erosion impacts that could occur during project construction would be adequately mitigated by City Code requirements for approval of a Temporary Erosion and Sedimentation Control Plan (TESCP) pursuant to the 1998 King County Surface Water Design Manual (KCSWDM) and a Construction Mitigation Plan prior to issuance of Construction Permits. The applicant's narrative indicates the use of erosion control measures, including silt fences, drainage ditches, and sedimentation control ponds during site construction. However, in order to ensure potential erosion impacts are adequately mitigated, staff recommends that temporary erosion control measures be maintained to the satisfaction of the representative of the Development Services Division for the duration of the project. In addition, weekly reports on the status and condition of the erosion control plan with any recommendations of change or revision to maintenance schedules or installation should be submitted by the project engineer of record to the Public Works inspector. Certification of the installation, maintenance and proper removal of the erosion control facilities should also be required prior to recording of the final short plat. Finally, in order to ensure neighboring properties are not impacted by erosion from this development, staff recommends that the applicant be required to install a silt fence along the down slope perimeter of the area that is to �i be disturbed. The silt fence shall be in place before clearing and grading is initiated and shall be constructed in conformance with the specifications presented in the 1998 King County Surface Water Design Manual. This will be required during the construction of both off-site and on-site improvements as well as building construction. In addition, staff recommends that shallow drainage swales be constructed to intercept surface water flow and route the flow away from the construction area to a stabilized discharge point. Vegetation growth shall be established in the ditch by seeding or placing sod. Depending on site grades, it may be necessary to line the ditch with rock to protect the ditch from erosion and to reduce flow rates. The design and construction of drainage swales shall conform to the specifications presented in the 1998 KCSWDM. Temporary pipe systems can also be used to covey storm water across the site. Staff recommends this condition be required during the construction of both off-site and on-site improvements as well as building construction and that the mitigation measure be placed on the face of the final short plat prior to recording. Mitigation Measures: • The applicant shall be required to adhere to all recommendations contained within the September 9, 2002 Geotechnical Report prepared by Geotech Consultants, Inc. with regard to all earthwork activities, slope setbacks and foundation design. In addition, the applicant shall include the 45-foot building setback line from the top of the ravine on the face of the final short plat. • Temporary erosion control measures shall be maintained to the satisfaction of the representative of the Development Services Division for the duration of the project's construction. • The applicant shall install a silt fence along the down slope perimeter of the area that is to be disturbed. The silt fence shall be in place before clearing and grading is initiated and shall be constructed in conformance with the specifications presented in the 1998 King County Surface Water Design Manual. This will be required during the construction of both off-site and on-site improvements as well as building construction. ercrpt(with KC 1998 manual condi).doc City of Renton P/B/PW Department Enviro Ital Review Committee Staff Report 1 ELSA RIDGE SHORT PLAT LUA-02-086,ECF, SHPL-H REPORT OF October 1,2002 Page 4 of 6 • Shallow drainage swales shall be constructed to intercept surface water flow and route the flow away from the 11 construction area to a stabilized discharge point. Vegetation growth shall be established in the ditch by seeding or placing sod. Depending on site grades, it may be necessary to line the ditch with rock to protect the ditch from erosion and to reduce flow rates. The design and construction of drainage swales shall conform to the i specifications presented in the 1998 KCSWDM. Temporary pipe systems can also be used to covey storm water across the site. This will be required during the construction of both off-site and on-site improvements as well as building construction. This mitigation measure shall be placed on the face of the final short plat prior to recording. • The project contractor shall perform daily review and maintenance of all erosion and sedimentation control measures at the site during the construction of both on-site and off-site improvements as well as building construction. This mitigation measure shall be placed on the face of the final short plat prior to recording. • Weekly reports on the status and condition of the erosion control plan with any recommendations of change or revision to maintenance schedules or installation shall be submitted by the project engineer of record to the Public Works inspector. • Certification of the proper removal of the erosion control facilities shall be required prior to the recording of the final plat. Nexus: SEPA Environmental Regulations; 1998 KCSWDM 2. Water- Stormwater Impacts: The applicant has submitted a Drainage Report prepared by Peterson Consulting Engineers, dated September, 2002 with the land use application. The report indicates that on-site surface water and surface water runoff from adjacent properties currently leaves the site in two locations. Specifically, runoff from the property is divided into two distinct basins, which respectively flow east and west at an 11% grade from the site. The east basin runoff is gradually collected into a ditch adjacent to NE 40th Street and ultimately flows into the May Creek Basin. The west basin runoff gradually flows to a ditch adjacent to Jones Avenue NE and ultimately drains into the May Creek Basin. The report indicates that runoff from the new roof areas will be collected and conveyed to individual infiltration trenches and the new lawn areas will be naturally infiltrated. Runoff from the drive between proposed Lot 1 and 4 would be collected and discharged into the existing tightline storm drainage system on the east side of Lincoln Avenue NE. Runoff from the proposed drive planned to serve Lot 6 would be collected and discharged into the existing ditch on the south side of Lincoln Place NE. Because of existing drainage problems located in this area of the City, the stormwater facilities would be required to be designed in accordance with the 1998 King County Surface Water Design Manual, including water quality treatment and infiltration at present rates to allow ground water recharge. Prior to the issuance of construction permits for the installation of the stormwater system, staff will verify the proposed drainage plan is appropriately designed to accommodate stormwater impacts associated with this development. Mitigation Measures: This project shall be subject to the 1998 King County Surface Water Design Manual. Nexus: SEPA Environmental Regulations 3. Fire Protection Impacts: Fire Prevention staff indicate that sufficient resources exist to furnish services to the proposed development, subject to the condition that the applicant provide required improvements and fees. The proposal would add new residences to the City, which would potentially impact the City's Fire Emergency Services. Therefore, a Fire Mitigation Fee estimated at $2,440.00 (5 new lots x $488.00 = $2,440.00) is required for the proposal, with credit given for the existing residence. The payment of the fee is required prior to the recording of the final plat. Mitigation Measures: The applicant shall pay the appropriate Fire Mitigation Fee based on a rate of $488.00 per new single family lot prior to the recording of the final plat. Policy Nexus: SEPA Environmental Regulations; Fire Mitigation Fee Resolution No. 2913, Ordinance 4527. 4. Transportation Impacts: Access to Lots 1-5 is proposed via Lincoln Avenue NE, while Lot 6 would receive access from Lincoln Place NE. Specifically, Lots 1 and 4 directly front Lincoln Avenue NE; however, Lots 2 and 3 would be provided access from a 20-foot wide easement over Lots 1 and 4. Lot 6 is proposed to abut Lincoln Place NE; therefore, the access to this lot would also be from Lincoln Place NE. The proposal would result in an increase in traffic trips to the City's street system; therefore, the appropriate Traffic Mitigation Fee will be imposed. The Traffic Mitigation Fee is ercrpt(with KC 1998 manual condi).doc City of Renton P/B/PW Department Envira dial Review Committee Staff Report ELSA RIDGE SHORT PLAT LUA-02-086,ECF,SHPL-H REPORT OF October 1,2002 Page 5 of 6 calculated at a rate of $75.00 per additional generated trip per single family home at a rate of 9.57 trips per home. For the proposal, the Traffic Mitigation Fee is estimated at $3,588.75 (5 new lots x 9.57 trips x $75 per trip = $3,588.75), with credit given for the existing residence. The fee is payable prior to the recording of the final short plat. Mitigation Measures: The applicant shall pay the appropriate Traffic Mitigation Fee based on $75.00 per each new average daily trip associated with the project prior to the recording of the final plat. Policy Nexus: SEPA Environmental Regulations; Transportation Mitigation Fee Resolution No. 3100, Ordinance 4527. 5. Parks & Recreation Impacts: The proposal does not provide on-site recreation areas for future residents of the proposed plat. There are existing recreational facilities in the area of the subject property (e.g., May Creek Greenway) and it is anticipated that the proposed development would generate future residents that would utilize existing City parks and recreational facilities and programs. Therefore, a Parks Mitigation Fee based on $530.76 per each new single family lot is required for the proposal, with credit given for the existing residence. The fee is estimated at $2,653.80 (5 new lots x $530.76 =$2,653.80) and is payable prior to the recording of the final short plat. Mitigation Measures: The applicant shall pay the appropriate Parks Mitigation Fee based on $530.76 per new single family lot prior to the recording of the final plat. Nexus: SEPA Environmental Regulations; Parks Mitigation Fee Resolution No. 3082, Ordinance 4527. E. COMMENTS OF REVIEWING DEPARTMENTS The proposal has been circulated to City Departmental / Divisional Reviewers for their review. Where applicable, these comments have been incorporated into the text of this report as Mitigation Measures and/or i 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 October 23, 2002. Appeals must be filed in writing together with the required $75.00 application fee with: Hearing Examiner, City of Renton, 1055 South Grady Way, Renton, WA 98055. Appeals to the Examiner are governed by City of Renton Municipal Code Section 4-8-110.B. Additional information regarding the appeal process may be obtained from the Renton City Clerk's Office, (425) 430-6510. 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. RMC section 4-4-030.C.2 limits haul hours between 8:30 am to 3:30 pm, Monday through Friday unless otherwise approved by the Development Services Division. 2. Commercial, multi-family, new single family and other nonresidential construction activities shall be restricted to ' the hours between seven o'clock (7:00) a.m. and eight o'clock (8:00) p.m., Monday through Friday. Work on Saturdays shall be restricted to the hours between nine o'clock (9:00) a.m. and eight o'clock (8:00) p.m. No work shall be permitted on Sundays. 3. All debris and demolition materials must be removed from the site and properly disposed of in an approved off-site location. If underground tanks or hazardous materials are encountered during site preparation, the applicant must contact the City to discuss appropriate soils testing and disposal measures (e.g., Fire Department tank removal permits and verification soils are not contaminated). 4. Asbestos abatement may be necessary prior to the removal of the dilapidated structures present on the site. Certification from Puget Sound Air Quality Authority may be required prior to the issuance of demolition permits for the project. 5. Within thirty (30) days of completion of grading work, the applicant shall hydroseed or plant an appropriate ground cover over any portion of the site that is graded or cleared of vegetation and where no further construction work will occur within ninety (90) days. Alternative measures such as mulch, sodding, or plastic covering as specified in the current King County Surface Water Management Design Manual as adopted by the City of Renton may be proposed between the dates of November 1st and March 31st of each year. The Development Services Division's approval of this work is required prior to final inspection and approval of the permit. 6. All protected slopes shall be placed in a native growth protection area pursuant to RMC4-3-050G, or dedicated to a conservation organization or land trust, or similarly preserved through a permanent protective mechanism ercrpt(with KC 1998 manual condi).doc City of Renton P/B/PW Department Enviro ital Review Committee Staff Report ELSA RIDGE SHORT PLAT LUA-02-086,ECF, SHPL-H REPORT OF October 1,2002 Page 6 of 6 acceptable to the City. Fire 1. A fire hydrant with 1,000 GPM fire flow is required within 300 feet of all new single family structures. If the building square footage exceeds 3,600 square feet in area, the minimum fire flow increases to 1,500 GPM and requires two hydrants within 300 feet of the structures. 2. Fire access apparatus road is required to be a minimum of 20 feet wide paved roadway and extend to within 150 feet of the furthest corner of any proposed structures. An approved turnaround is required for dead-end roads exceeding 150 feet in length. Roadway as proposed appears to meet code. 3. Street addresses shall be visible from a public street. 4. The 20-foot wide access road shall be posted"No Parking"per City Street standards. Plan Review—Surface Water 1. The System Development Charge shall be at the current rate of $525 per new building lot (5 x $525.00 = $2,625.00). This fee is payable at the time the utility construction permit is issued. 2. An Erosion Control Plan is required. Plan Review—Water 1. Existing fire hydrant will be required to be retrofitted with a quick disconnect Storz fitting. 2. Preliminary fire flow is one fire hydrant with a flow of 1,000 gpm required within 300 feet of all new single family 111 structures. If the new structure square footage exceeds 3,600 square feet in area, the minimum fire flow increases to 1,500 gpm and requires two fire hydrants within 300 feet of the structure. Plan Review—Sanitary Sewer 1. The System Development Charge shall be at the current rate of$760 per single-family site (6 x$760=$4,560.00). This fee is payable with the construction permit. 2. Short plats shall provide separate side sewers stubs to each building lot. No dual side sewers are allowed. Side sewers shall be minimum 6"at 2/o slope. Plan Review—Transportation 1. Street improvements, including paving, curb/gutter, sidewalk and street lighting are required along the frontage of the parcel with Lincoln Ave NE. A modification of street improvements was granted for Lincoln Place NE. j! Plan Review—General 1. The applicant shall be responsible for securing all necessary easements for utilities and/or street improvements. 2. All plans shall conform to the Renton Drafting Standards 3. 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. 4. A construction permit is required. When plans are complete three copies of the drawings, two copies of the drainage report, a construction estimate, application and appropriate fee shall be submitted to the fourth floor counter. 5. Separate permits for side sewers, water meters and backflow device are required. When plans are complete three copies of the drawings, two copies of the drainage report, a construction estimate and application fee shall be submitted at the sixth floor counter. Prior to preparing a check it is recommended to call 425-430-7266 for a fee estimate as generated by the permit system. Building 1. The applicant must obtain and final all demolition permits for the existing structures to be removed prior to the recording of the final short plat. Property Services 1. Please refer to Sonja Fesser's attached memo dated August 23, 2002 regarding Property Service comments for the final short plat submittal. ercrpt(with KC 1998 manual condi).doc • SEC. 32, TWP.24 N., RGE. 5 E., W.M. Y form Sr n m 1 ELSA RIDGE lLkE 4 Y lM ST E --I K.NM Sr .Y SON ST y 40' 0 10' I I,el 0K.NM sr Q Yt 0.K J O SCALE 40 QI II L4Jc . E. __1__.\\ 7/7/02 , -� VICINITY MAP: 4 ei NOT TO SCALE tyjl w X' • • " T 860 `� GENERAL NOTES." y2�a y,tii r 2.. .I SHORT �., NQy NA 00 2W � W t:::T:AT , -L d Y�S' 1a c�i w o C EX FENCE OMNER: MYR ILE FARR 44.W 296.13•' TO 9e REM0tED �,' ' 8141 110TH AVE SE N B8 /� zu __ r•1 •, f�l . .4 RENTON,WASHINGTON 98055 Z �_,„_ r / r---- -1 S F� DEVELOPER: CAMBR/DGE HOMES INC O ;': ,12 �£X�CARAGE r I / r I \ 0 1800 NE 447H ST LI v M7!'N-/C1 t / // 1 • SUITE Z00 2 3; I � F/ /2 1 I T7 �: ill RENTcw WASHINGTON 9e056 / I A` 1— y IF /.' ENGINEER: PETERSON CONSULTING ENGINEERS INC h 'Y L, t.. , 1 -/ / -7}� ,./t LPL I XX 2p•Fptw .'1 W 4030 LAKE WASHINGTON BLVD NE IAA Q /.. IT BS$~-`(>MI • , , SUITE IOU •"K,{,,,_ • (lit KIRKLANO, WASHINGTON 990JJ tL •• CC! O (I I . .t. .-70 10 _ yt -•K I r / / Z (425T CT.. XN4 1 (42)82 •CNN/FER A$IEI P.E. :: 4 t I ' C 4 •. G� J SURVEYOR: HEAD pWAN A'ASSOCIATES Q O t I {{ P.O.BOX 289 `::':i.{ �f0' y i..' 0 MOOdNNLL8 WASHINGTON 98072 `ry 4 %~}i•- X HOUSE JJ7B5• H' 20'PRIVATE ACCESS/ .i�' V '' l •U71U7Y£ASENfNT O (425)486-1252 Q W 1-STORY W/ I � S" Z CONTACT: SIAAE BARNES P.LS Z 3: `; n / BA;EMLNT L. I r~ PGBUC SEILER CAs r N ,•' :l::' t":: ( REMAIN! M BSBL(TIP,) I TOTAL AREA:(+/-): 62,287 SQ FT.(1.4J ACRES(GROSS)) Q • TOTAL AREA ROADS 56J9 SQ FT.(C106 ACRES) Cl)__. h \ / /• / low \\^$ 1 // I / �/ 40,� 7 CRITICAL AREAS 13,IJ75Q FT.(QJ5 ACRES) ttt ,I+ 1 STY - r I v 2 F ci O 195 //— --j1•� �/ I "# hM/ .I O. TOTAL A LOTCA:S: 14.311 SQ FT(1.02 ACRES) 2 Y� L O)/ LOTS 6 RE9DENRAL LOTS _" TOPOOF L e•B'�$ / \ ---_-.13 L_3/"i ---J ��//O , I MAX ALLOWABLE DENSITY: 8 DU/ACRE(NET) CZ (1YP.) / \ 0L'07F' l _ EMERQNCY� rMt{-( ---1/ 1= /.-. 'G* PROPOSED DEN9TO 6DU/ACRE(ACT) Ll k V �o / \ RIRNAROUNO m-- 71 `3' I S3 / :A..•'• E/OSnvG ZOWNC R-8 1. t V- I' / / / EASEMENT ,o Mu' it-- (Ti?.) I �� ., •� PROPOSED ZONING: R-e _- ll 1 �' �J�/t1�/-/——\J o _1_6__,__ tl "*1 5 __J mr,�j%,"'�'l �� BENCHMARK AND DATUM: ��-T --- ) 10'Ma /• / ~ „(13'BSBL I OR/ANAL BM: 1 4� TC ! / ,, , CITY OF RENTON STATION N0. 1893-CASED CONC MON WTH 8 N 882954� W 296.0 - / IQb• /' J-1/Z•BRASS DYSK,DOWN 1.5;AT CENTERLINE INTERSECTION g _ --Ir// �� ''- -.'..:: *�''riK G /,7p• /j/)'A it OF 116TH AVE .IZ SE&SE BO METERS / ..t. ...:�...}EA.Iyj8 KL 4k� /�Q a"R „X ^.i��, —1 y .'p ` TH / - ~'_/ / l• d/YCN'RENTOW STATION N0.166-CASED COVC MON WITH E 9A a//' t`, _ I 116 1/B•BRASS PIN,DOMN 0.7;AT CENTERLINE INTERSECTION Q� 7 e / i v rQ,./ ,OWES AVE.NE R NE 28TH ST. l�I% ���.: E / a�j -1, ' //i ELEVATION 24zer(75.552 METERS) 4 20,77to 4z / \-/ A _ '� TBM-I: �4F/feT ‘P':1'; ti • i CONCRETE,• --� " • ; ' y•p.• PK W/SIIWfR,0.6'EAST A<REST EDGE PAVEMENT LM'CC.N AVENUE •9JOVIAL • ` ` / �'OWVEWAY � � .� t 22'N OF CENTERLINE DRIVEWAY TO NOUSE 9J7eS / / / YM`l [�a I' '/ £CfVA ROVE 119.60' EXPIRES 11 10 02 / ` 0 / :: :. .: '. J - `�`;r-�,;: y {I INN-2: c .7 /'1 PK W/SHINER, NEST EDGE PAVEMENT UNCLYN AI£NUf NE AT SOUTH erAJp NOrV'1LD u / \� / i It /. . EDGE LINCOLN DRIVE NE. l.N�aEN3.43KilEDAAO FATED `_ LOT NUMBER LOT AREA ': Y / `� 31' ELEVATION-164.25' F Y // I 3 8 '° "'$j" 1 IBM_A: ETERSON TOP OF CAP BOLT OF FIRE HYDRANT WEST SIDE O-UNCQLN ARE NE / / 3 14,50E SF i .i I AT APPROX.CENTER FRONT OF SUBJECT SITE. !CONSULTING / 4 8,097 SF (/3785 UNCOLN AVE). ELEVA ROW.137.75' / 5 6.034 SF DATUM: NAVE,1986(CITY OF RENTOI) ENGINEERS / 6 12,922 SF BASISREAR/NY' __ j 1 PLAT OF N67EHA NE,FILED IN BOO(171,AT PAGE(S)9 7NRU 77,UNDER RECCO:DING NO.9507250459.RECORDS OF KING COUNTY, wA/NXNcr0N. 4030 Lake Washington / Blvd. N.E., Suite 200 $ / LEGAL DESCRIPTION: Kirkland, WA 98033 Tel (425)827-5874 u // 6 LOT 7,BLOCH J,CD.N/LLMAN"S LAKE WASHINGTON GARDEN OF EDEN. DIVISION N0.7,AS RECORDED IN VOL 16 OF PUTS PAGE Ia RECORDS Fax (425) 822-7216 i. of KING COUNTY, WASHINGTON. SITUATE IN DIE CITY OF RENTON,COUNTY OF KIN;STATE OF JOB NUMBER ll WASHINGTON. CAMB-0001 Y SHEET NUMBER i "1 __ '1 ....«.. a... ........ .... ,....... .. .... .,.,�. ELSA RIDGE _i TW .ar erg 1'100' �'� , RsoN 40301ak<W.i.lrywn r]i— BWd.N E S O 200 ►.MtY �.,.NSDLTING Klrkls.M,WA 9B059 e�.ow. � a1w 1..�. ' x Tel 14251827-5891 NEIGHBORHOOD DETAIL MAP NDICAMOI RENSION T' OAIE AFFR ..�� vr� Fax U251 8 2 2-7 2 16 Y.GIOx r 1 1 pk 1( �e R _ iys ; �� a' fl po t • III I 1 _- I 1 I `,� _1 L_- L---L J LL_-- _�___J 2 L._-1rr3^_ -__r__J LI- PARK AVE T I I I I I I I I I "^T, I I I I .. 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II R 8 0 a ., SF� .� SE 86th �fi G z' e R-8 er H NE I 36th _==I-, C., L8th ' C -- - c ' . - _ [ SE 89th .. i , ----- -- �_" k Oth R C ' __ -- " s- _18 `�� . c- _ °R. 3 rdStj I I S F!_- i I I I RC R-5 H ; �� ' NE 1st St e..., Ma• RcS ,, I -J Creek ; CC t,. � it / . ,, `� ' 1 .1 I i IF—8 -,V''''' , tipSi, - . 1 h I , I -R i ! D4 . 5T23NR5EE1/2 .pa C 4 ZONING -E� a� a 1.4600 � riarnw'TECHNICAL SERVICES --- NI 03l15/02 32 T24N R5E E 1/2 5432 CITY OF RENTON MEMORANDUM Date: September 24, 2002 To: Jason Jordan From: Juliana Sitthidet, Plan Review (x: 7278) Subject: Elsa Ridge Short Plat 3785, Lincoln Ave NE LUA02-086 EXISTING CONDITIONS WATER - There is a 12" water main in Lincoln Ave NE, capable of delivering 2,700 gpm. The project is located in the 320-water pressure zone and is outside the Aquifer Protection Area. SEWER —There is a 8" sewer main along Lincoln Ave NE STORM —This project drains to Lake Washington and May Creek. A preliminary storm drainage plan per the 1998 King County Surface Water Design Manual has been submitted with the application. Few downstream drainage facilities exist with natural drainage courses traversing neighboring undeveloped property. F STREETS — There is no curb/gutter, sidewalks fronting the property in Lincoln Ave NE and Lincoln Place NE CODE REQUIREMENTS WATER 1. The System Development Charge shall be at the current rate of $1,105.00 per single- family site (5 x $1,105.00 = $5,525.00). This fee is payable with the construction permit. 2. Existing fire hydrant will be required to be retrofitted with a quick disconnect Storz fitting. F SANITARY SEWER 1. The System Development Charge shall be at the current rate of $760 per single-family site (6 x $760 = $4,560.00). This fee is payable with the construction permit. 2. Short plats shall provide separate side sewers stubs to each building lot. No dual side sewers are allowed. Side sewers shall be minimum 6" at 2% slope. SURFACE WATER ii 111 greenfolder.doc 1. The System Developm ;harge shall be at the current rate of $525 per new building lot (5 x $525.00 = $2,625.00). This fee is payable at the time the utility construction permit is issued. 2. An Erosion Control Plan is required. TRANSPORTATION 1. Street improvements, including paving, curb/gutter, sidewalk and street lighting are required along the frontage of the parcel with Lincoln Ave NE. A modification of street improvements was granted for Lincoln Place NE. 2. Traffic Mitigation Fee of $75.00 per Average Daily Trip shall be assessed, at a rate of 9.57 trips per day per new single family lot (5 x $75 x 9.57 = $3,588.75) PLAN REVIEW - GENERAL 1. All plans shall conform to the Renton Drafting Standards. 2. A construction permit is required. When plans are complete three copies of the drawings, two copies of the drainage report, a construction estimate, application and appropriate fee shall be submitted to the fourth floor counter. RECOMMENDED CONDITIONS 1. Per the Geotechnical report, a minimum undisturbed buffer of 10 feet should be maintained behind the crest of the steep slope. A visible construction fence shall be installed early in the clearing process as a visual reminder of the buffer's extent for the contractor. 2. Temporary Erosion Control shall be installed and maintained to the satisfaction of the representative of the Development Services Division for the duration of the project. 3. The applicant shall install a silt fence along the down slope perimeter of the area that is to be disturbed. The silt fence shall be in place before clearing and grading is initiated, and shall be constructed in conformance with the specifications presented in of the King County Surface Water Design Manual. This will be required during the construction of both off-site and on-site improvements as well as building construction. 4. Shallow drainage swales shall be constructed to intercept surface water flow and route the flow away from the construction area to a stabilized discharge point. Vegetation growth shall be established in the ditch by seeding or placing sod. Depending on site grades, it may be necessary to line the ditch with rock to protect the ditch from erosion and to reduce flow rates. The design and construction of drainage swales shall conform to the specifications presented in KCSWDM. Temporary pipe systems can also be used to convey storm water across the site. This will be required during the construction of both off-site and on-site improvements as well as building construction. 5. The project contractor shall perform daily review and maintenance of all erosion and sedimentation control measures at the site during the construction of both off-site and on- site improvements as well as building construction. 6. Weekly reports on the status and condition of the erosion control plan with any recommendations of change or revision to maintenance schedules or installation shall be submitted by the project Engineer of record to the public works inspector. Certification of the installation, maintenance and proper removal of the erosion control facilities shall be required prior to final inspection approval. CC: Kayren Kittrick greenfolder.doc City of Renton Department of Planning/Building/Public Works ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET REVIEWING DEPARTMENT: ���VIA, t�I t4J COMMENTS DUE: AUGUST 21, 2002 APPLICATION NO: LUA-02-086, SHPL-H, ECF DATE CIRCULATED: AUGUST 7, 2002 CITY OF RENTON APPLICANT: Rick Finkbeiner PROJECT MANAGER: Jason E.Jordan RECEIVED PROJECT TITLE: Elsa Ridge Short Plat WORK ORDER NO: 77016 AUG 0 ] 2002 LOCATION: 3785 Lincoln Ave. NE BUILDING DIVISION SITE AREA: 62,290 SF 1 BUILDING AREA(gross): 2,020 SF SUMMARY OF PROPOSAL:The applicant, Rick Finkbeiner, is requesting approval of a 6-lot short plat of an existing 1.43- acre site. The project is located at the northwestern corner of Lincoln Place NE and Lincoln Avenue NE. The subject site has an existing 2,020 square foot house, which is proposed to remain on what would become new Lot 3. Lots 1 i through 5 are proposed to be served from Lincoln Avenue NE, while Lot 6 would be served from Lincoln Place NE. The lots are proposed to range in size from 5,408 square feet to 14,636 square feet. 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 Sew .6La -�- 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 w re additional informatio needed to properly assess this proposal. Sig ure of Director or Autl( ized Representative Date Routi Rev.10/93 City of Renton Department of Planning/Building/Public Works ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET REVIEWING DEPARTMENT:'71 i/ 1 +90( I .: vi _ COMMENTS DUE: AUGUST 21, 2002 A E F CITY APPLICATION NO: LUA-02-086, SHPL-H, ECF DATE CIRCULATED: AUGUST 7,2002 INTON APPLICANT: Rick Finkbeiner PROJECT MANAGER: Jason E.Jordan AUG 0 7 2007 PROJECT TITLE: Elsa Ridge Short Plat WORK ORDER NO: 77016 gr,JILOING DIVISION LOCATION: 3785 Lincoln Ave. NE SITE AREA: 62,290 SF I BUILDING AREA(gross): 2,020 SF SUMMARY OF PROPOSAL:The applicant, Rick Finkbeiner, is requesting approval of a 6-lot short plat of an existing 1.43- acre site. The project is located at the northwestern corner of Lincoln Place NE and Lincoln Avenue NE. The subject site has an existing 2,020 square foot house, which is proposed to remain on what would become new Lot 3. Lots 1 through 5 are proposed to be served from Lincoln Avenue NE, while Lot 6 would be served from Lincoln Place NE. The lots are proposed to range in size from 5,408 square feet to 14,636 square feet. A. ENVIRONMENTAL IMPACT(e.g. Non-Code)COMMENTS Element of the Probable Probable More Element of the Probable Probable More Environment Minor Major Information Environment Minor Major Information Impacts Impacts Necessary Impacts Impacts Necessary Earth Housing Air Aesthetics Water Light/Glare Plants Recreation Land/Shoreline Use Utilities Animals Transportation Environmental Health Public Services Energy/ Historic./Cultural Natural Resources Preservation Airport Environment 10,000 Feet 14,000 Feet B. POLICY-RELATED COMMENTS C. CODE-RELATED COMMENTS We have reviewed this application w' particular attention to those areas in which we have expertise and have identified areas of probable impact or areas wh additional information i eded to properly assess this proposal. Signa e of Director or Autho iz d Representative Date Routing Rev.10/93 lb III REVISED City of Renton Department of Planning/Building/Public Works ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET REVIEWING DEPARTMENT: ?I944ICW COMMENTS DUE: SEPTEMBER 25, 2002 APPLICATION NO: LUA-02-086, SHPL-H, ECF DATE CIRCULATED: SEPTEMBER 16,2002 APPLICANT: Rick Finkbeiner PROJECT MANAGER: Jason E.Jordan PROJECT TITLE: Elsa Ridge Short Plat WORK ORDER NO: 77016 LOCATION: 3785 Lincoln Ave. NE SITE AREA: 62,290 SF I BUILDING AREA(gross): 2,020 SF SUMMARY OF PROPOSAL:The applicant, Rick Finkbeiner, is requesting approval of a 6-lot short plat of an existing 1.43- acre site. The project is located at the northwestern corner of Lincoln Place NE and Lincoln Avenue NE. The subject site has an existing 2,020 square foot house, which is proposed to remain on what would become new Lot 3. Lots 1 through 5 are proposed to be served from Lincoln Avenue NE, while Lot 6 would be served from Lincoln Place NE. The lots are proposed to range in size from 5,408 square feet to 14,636 square feet. 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 c. 14,000 Feet B. POLICY-RELATED COMMENTS f C. CODE-RELATED COMMENTS .ek, 4.46 ct.ed C- We have reviewed this application I'th particular attention to those areas in which we have expertise and have identified areas of probable impact or areas whe additional information`needed to properly assess this proposal. Signatu b Director or Auth.�ed Representative Date revised R ting.doc Rev.10/93 lb 0 City of Renton Department of Planning/Building/Public Works ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET REVIEWING DEPARTMENT: ct, ,, ,G_0 106 S ktkic•, 11 t,' COMMENTS DUE: AUGUST 21, 2002 CITY OF AENTON APPLICATION NO: LUA-02-086, SHPL-H, ECF DATE CIRCULATED: AUGUST 7,2002 RECEIVED APPLICANT: Rick Finkbeiner PROJECT MANAGER: Jason E.Jordan PROJECT TITLE: Elsa Ridge Short Plat WORK ORDER NO: 77016 AUG 0 7 2002 LOCATION: 3785 Lincoln Ave. NE BUILDING DIVISION SITE AREA: 62,290 SF I BUILDING AREA(gross): 2,020 SF SUMMARY OF PROPOSAL:The applicant, Rick Finkbeiner, is requesting approval of a 6-lot short plat of an existing 1.43- acre site. The project is located at the northwestern corner of Lincoln Place NE and Lincoln Avenue NE. The subject site has an existing 2,020 square foot house, which is proposed to remain on what would become new Lot 3. Lots 1 through 5 are proposed to be served from Lincoln Avenue NE, while Lot 6 would be served from Lincoln Place NE. The lots are proposed to range in size from 5,408 square feet to 14,636 square feet. 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 I Natural Resources Preservation Airport Environment 10,000 Feet 14,000 Feet B. POLICY-RELATED COMMENTS I C. CODE-RELATED COMMENTS We have reviewed this applicati n with particular attention to those areas in which we have expertise and have identified areas of probable impact or areas w e e additional informa i n is needed to properly assess this proposal. q Signat e of Director or A t orized Representative Date Routing Rev.10/93 CITY OF RENTON ECONOMIC DEVELOPMENT NEIGHBORHOODS, AND STRATEGIC PLANNING MEMORANDUM DATE: August 20, 2002 TO: Jason Jordan FROM: Rebecca Lind"JYJ " iftil STAFF CONTACT: Don Erickson SUBJECT: Elsa Ridge Short Plat, 3785 Lincoln Avenue NE;LUA-02-086, SHPL-H,ECF This application is for a 6-lot short plat of an existing 1.43-acre site located at the northwestern corner of Lincoln Place NE and Lincoln Avenue NE. An existing house would be retained on the subject site and Lots 1-5 would be served off Lincoln Avenue NE. The site is designated Residential Single Family(RS) on the Comprehensive Plan Land Use Map and it is zoned R-8, 8 du/net acre. The applicants estimate that 15,137 square feet of the western portion of the site consists of steep slopes. Private roads serving three units or more comprise 2,000 square feet of the site. As a result the net usable portion of the site is approximately 44,511 square feet. Recommendation: Support this 6-lot short plat. No significant environmental impacts were discerned. Relevant Comprehensive Plan Land Use Policies: Policy LU-34. Net development densities should fall within a range of 5 to 8 dwelling units per acre in Residential Single Family neighborhoods. Policy LU-35. A minimum lot size of 4,500 square feet should be allowed in single family residential neighborhoods except when flexible development standards are used for project review. Policy LU-40. New plats developed at higher densities within existing neighborhoods should be designed to incorporate street locations, lot configurations, and building envelopes, which address privacy and quality of life for existing residents. Policy LU-78. Trees should be planted along residential streets. 1 Policy LU-79. Land should generally be subdivided and blocks sized to minimize walking distance and provide convenient routes between destination points. Analysis: Based upon the estimated net usable area of 45,150 square feet the density for this short plat is 5.77 dwelling units per net acre. This falls within the acceptable range for this short plat (see Elsa Ridge Short Plat 2 08/20/02 attached Density Worksheet). The minimum lot size for this short plat is 6,000 square feet; well over the minimum specified 4,500 square feet. Although private shared drives are not the norm in the area, given the site's steep slopes and a depth of nearly 300 feet, it makes sense in this case. Also the site is relatively isolated from abutting properties because of its frontage on two public right-of-ways and a steep sloped area at the rear of the site. Because the surrounding area is currently underdeveloped pedestrian routes are not well established and the nearest commercial retail services are some distance to the north around Exit 7 off I-405. New sidewalks and street trees should be a part of this development since further subdivisions in the future will transform this area,giving it a more urban character. Conclusion: The subject short plat appears to be generally consistent with the above policies given its somewhat unique context and size. cc: Don Erickson • { H:\EDNSP Interdepartmental\Development Review\Green File\Comments\Elsa Ridge Short Plat.doc\d R-8 Density Worksheet Page 1 City of Renton Density Worksheet for Development in the R-8 Zone Elsa Ridge Short Plat According to Renton's City Code, the standards for new development in the R-8 Zone require that residential densities fall within a range of 5 to 8 dwelling units per net developable acre. (Section 4-31-5.D.2) The code does not require that the lots be developed simultaneously. However, the land must be platted so as not to preclude future development at an appropriate density. 1) Total parcel size minus street r-o-ws and sensitive areas: 44511.0 square feet 2) Net Acreage (line 1 divided by 43560): 1.02 acres dwelling units net density 3) Maximum and minimum allowed dwelling units Max. 8 7.83 and respective net densities: Min. 6 5.87 4) 44511.00 sq ft and 6 dwelling units result in a density of 5.87 d.u./acre. Deductions from gross area: Streets @ 17,137 sq. ft. H:\DIVISIONS\DEVELOP.SER\DEV&PLAN.ING\DENCALC.XLS City of Renton Department of Planning/Building/Public Works ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET REVIEWING DEPARTMENT: '--16 y k..� COMMENTS DUE: AUGUST 21, 2002 APPLICATION NO: LUA-02-086, SHPL-H, ECF DATE CIRCULATED: AUGUST 7,2002 APPLICANT: Rick Finkbeiner PROJECT MANAGER: Jason E.Jordan PROJECT TITLE: Elsa Ridge Short Plat WORK ORDER NO: 77016 LOCATION: 3785 Lincoln Ave. NE SITE AREA: 62,290 SF I BUILDING AREA(gross): 2,020 SF SUMMARY OF PROPOSAL:The applicant, Rick Finkbeiner, is requesting approval of a 6-lot short plat of an existing 1.43- acre site. The project is located at the northwestern corner of Lincoln Place NE and Lincoln Avenue NE. The subject site has an existing 2,020 square foot house, which is proposed to remain on what would become new Lot 3. Lots 1 through 5 are proposed to be served from Lincoln Avenue NE, while Lot 6 would be served from Lincoln Place NE. The lots are proposed to range in size from 5,408 square feet to 14,636 square feet. 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 aeCOQ B. POLICY-RELATED COMMENTS 0. 1(LeiN, nOn130a.eXf ge--2/E-L_____ C. CODE-RELATED COMMENTS 4i/LIA,Q a"ze 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 e additional informatio 9 needed to proper) assess this proposal. n� L Sig ture�or or Aut razed Representative Date Routing Rev.10/93 A. ENVIRONMENTAL IMPACT (e.g. Non-Code) COMMENTS "It is anticipated that the proposed development would generate future residents that would utilize existing City park and recreation facilities and programs. The City has adopted a Parks Mitigation Fee of $530.76 per each new single family lot to address these potential impacts." I I I City of Renton Department of Planning/Building/Public Works ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET REVIEWING DEPARTMENT: Lt 04,tLv,4 r V J , f COMMENTS DUE: AUGUST 21, 2002 tie � X�-� APPLICATION NO: LUA-02-086, SHPL-H, ECF DATE CIRCULATED: AUGUST 7,2002 APPLICANT: Rick Finkbeiner PROJECT MANAGER: Jason E.Jordan `,r r s� �- PROJECT TITLE: Elsa Ridge Short Plat WORK ORDER NO: 77016 LOCATION: 3785 Lincoln Ave. NE AUG 7 2002 SITE AREA: 62,290 SF I BUILDING AREA(gross): 2,020 SF EcoN0,,ac DEvELopmrNi�.. SUMMARY OF PROPOSAL:The applicant, Rick Finkbeiner, is requesting approval of a 6-lot short plat oTan esdstrrig°4 4 .,,, acre site. The project is located at the northwestern corner of Lincoln Place NE and Lincoln Avenue NE. The subject site has an existing 2,020 square foot house, which is proposed to remain on what would become new Lot 3. Lots 1 through 5 are proposed to be served from Lincoln Avenue NE, while Lot 6 would be served from Lincoln Place NE. The lots are proposed to range in size from 5,408 square feet to 14,636 square feet. 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 We have reviewed this application with particular attention to those areas in which we have expertise and have identified areas of probable impact or areas where additional information is needed to properly assess this proposal. Signature of Director or Authorized Representative Date Routing Rev.10/93 City of Renton Department of Planning/Building/Public Works ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET REVIEWING DEPARTMENT: 0 i :_ f, COMMENTS DUE: AUGUST 21, 2002 APPLICATION NO: LUA-0 -086, SHPL-H, ECF DATE CIRCULATED: AU APPLICANT: Rick Finkbeiner PROJECT MANA : Jason E.Jordan PROJECT TITLE: Elsa Ridge Short Plat WORK ORDER . f9'O I0——'fir LOCATION: 3785 Lincoln Ave. NE SITE AREA: 62,290 SF I BUILDING AREA(gross): 2,020 SF SUMMARY OF PROPOSAL:The applicant, Rick Finkbeiner, is requesting approval of a 6-lot short plat of an existing 1.43- acre site. The project is located at the northwestern corner of Lincoln Place NE and Lincoln Avenue NE. The subject site has an existing 2,020 square foot house, which is proposed to remain on what would become new Lot 3. Lots 1 through 5 are proposed to be served from Lincoln Avenue NE, while Lot 6 would be served from Lincoln Place NE. The lots are proposed to range in size from 5,408 square feet to 14,636 square feet. 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 Recreations Land/Shoreline Use Utilities Animals Transportation Environmental Health Public Services Energy/ Historic/Cultural Natural Resources Preservation Airport Environment ,1/4 10,000 Feet 14,000 Feet nr)LIWITU9 1 /m pa c-f- B. POLICY-RELATED COMMENTS 1 iI C. CODE-RELATED COMMENTS We have reviewed this application with particular attention to those areas in which we have expertise and have identified areas of probable impact or areas where additional information is needed to properly assess this proposal. Signature of Director or Authorized Representative Date Routing Rev.10/93 1 City of kenron Department of Planning/Building/Public ...,rks ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET REVIEWING DEPARTMENT: G t2s-�y,uY ,ci f i. y cc,' COMMENTS DUE: AUGUST 21, 2002 APPLICATION NO: LUA-02-086, SHPL-H, ECF DATE CIRCULATED: AUGUST 7,2002 APPLICANT: Rick Finkbeiner PROJECT MANAGER: Jason E.Jordan cirvofREV E RECEIVED PROJECT TITLE: Elsa Ridge Short Plat WORK ORDER NO: 77016 AUGLOCATION: 3785 Lincoln Ave. NE ~ 0 7 2002 SITE AREA: 62,290 SF I BUILDING AREA(gross): 2,020 SF BUILDmin DIVISION SUMMARY OF PROPOSAL:The applicant, Rick Finkbeiner, is requesting approval of a 6-lot short plat of an existing 1.43- acre site. The project is located at the northwestern corner of Lincoln Place NE and Lincoln Avenue NE. The subject site has an existing 2,020 square foot house, which is proposed to remain on what would become new Lot 3. Lots 1 through 5 are proposed to be served from Lincoln Avenue NE, while Lot 6 would be served from Lincoln Place NE. The lots are proposed to range in size from 5,408 square feet to 14,636 square feet. 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/ Historir/Cufturat Natural Resources Preservation Airport Environment 10,000 Feet 14,000 Feet B. POLICY-RELATED COMMENTS C. CODE-RELATED COMMENTS A 0AC 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 whey dditlonal information is needed to properly assess this proposal. elk— Sig ture of Dir or Authorized Represe tive Date Routing Rev.1 Or93 City of Renton Department of Planning/Building/Public Works ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET REVIEWING DEPARTMENT: ✓? pY((/(1/thOr'\ COMMENTS DUE: AUGUST 21, 2002 APPLICATION NO: LUA-02-086, SHPL-H, ECF DATE CIRCULATED: AUGUST 7,2002 APPLICANT: Rick Finkbeiner PROJECT MANAGER: Jason E.J rdan PROJECT TITLE: Elsa Ridge Short Plat WORK ORDER NO: 77016 AUG - 7 2092 LOCATION: 3785 Lincoln Ave. NE SITE AREA: 62,290 SF I_ BUILDING AREA(gross): 2,020 SF SUMMARY OF PROPOSAL:The applicant, Rick Finkbeiner, is requesting approval of a 6-lot short plat of an existing t43=- acre site. The project is located at the northwestern corner of Lincoln Place NE and Lincoln Avenue NE. The subject site has an existing 2,020 square foot house, which is proposed to remain on what would become new Lot 3. Lots 1 through 5 are proposed to be served from Lincoln Avenue NE, while Lot 6 would be served from Lincoln Place NE. The lots are proposed to range in size from 5,408 square feet to 14,636 square feet. A. ENVIRONMENTAL IMPACT(e.g. Non-Code)COMMENTS Element of the Probable Probable More I 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 ,1j ta -cr -Zp� r- /06lfie 4 ' • B. POLICY-RELATED COMMENTS 4)1( C. CODE-RELATED COMMENTS s4Ze-- 0.60,0frcei We have review d this application with particular attention to those areas in which we have expertise and have identified areas of probable impact or areas where ad tional informati. il. needed to properly assess this proposal. 4411.4) '11 r / Signature of irector or Authoriz-d Re,resentative Date Routing Rev.10/93 ' TY O a col, CITY OF RENTON FIRE PREVENTION BUREAU - N�o MEMORANDUM DATE: August 7 2002 TO: Jason Jordan, Planner FROM: Jim Gray, Assistant Fire Marshal SUBJECT: Elsa Ridge Short Plat, 3785 Linco Av. NE MITIGATION ITEMS; 1. A fire mitigation fee of $488.00 is required for all new single-family structures. FIRE CODE REQUIREMENTS: 1. A fire hydrant with 1000 GPM fire flow is required within 300 feet of all new single-family structures. If the building square footage exceeds 3600 square feet in area, the minimum fire flow increases to 1500 GPM and requires two hydrants within 300 feet of the structures. 2. Street addresses shall be visible from a public street. 3. 20 Foot wide access road shall be posted "No Parking" per City Street standards. Please feel free to contact me if you have any questions. City of Renton Department of Planning/Building/Public Works ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SCEIVED HEET CITv nr or., ok REVIEWING DEPARTMENT: PY`tprd �11U 5 COMMENTS DUE: AUGUST 21, 2002RE APPLICATION NO: LUA-02-086, SHPL-H, ECF DATE CIRCULATED: AUGUST 7,2002 AUK " 1 7QO2 APPLICANT: Rick Finkbeiner PROJECT MANAGER: Jason E.Jordan BUILD,, 6r1/IsION PROJECT TITLE: Elsa Ridge Short Plat _ WORK ORDER NO: 77016 LOCATION: 3785 Lincoln Ave. NE SITE AREA: 62,290 SF I BUILDING AREA(gross): 2,020 SF SUMMARY OF PROPOSAL:The applicant, Rick Finkbeiner, is requesting approval of a 6-lot short plat of an existing 1.43- acre site. The project is located at the northwestern corner of Lincoln Place NE and Lincoln Avenue NE. The subject site has an existing 2,020 square foot house, which is proposed to remain on what would become new Lot 3. Lots 1 through 5 are proposed to be served from Lincoln Avenue NE, while Lot 6 would be served from Lincoln Place NE. The lots are proposed to range in size from 5,408 square feet to 14,636 square feet. A. ENVIRONMENTAL IMPACT(e.g. Non-Code)COMMENTS Element of the Probable Probable More Element of the Probable Probable More Environment Minor Major Information Environment Minor Major Information Impacts Impacts Necessary Impacts Impacts Necessary Earth Housing Air Aesthetics Water Light/Glare Plants Recreation Land/Shoreline Use Utilities Animals Transportation Environmental Health Public Services __ Energy/ Historic/Cultural Natural Resources Preservation Airport Environment 10,000 Feet 14,000 Feet RECEIVED AUG - 8 2002 CITY OF RENTON UTILITY SYSTEMS B. POLICY-RELATED COMMENTS C. CODE RELATED COM MENTS We have reviewed this application with particular attention to those areas in which we have expertise and have identified areas of probable impact or areas where additional information is needed to properly assess this proposal. Signature of Director or Authorized Representative Date Routing Rev.10/93 CITY RENTON Planning/Building/PublicWorks Department Jesse Tanner,Mayor Gregg Zimmerman P.E.,Administrator September 17, 2002 Jennifer Steig Peterson Consulting Engineers 4030 Lake Washington Blvd. #200 Kirkland, WA 98033 SUBJECT: Elsa Ridge Off-Hold Letter Project No. LUA-02-086,SHPL-H, ECF Dear Ms. Steig: Upon receipt of the revised Geotechnical and Preliminary Technical Information Reports, the City of Renton's Development Services Division can now finish reviewing the above- mentioned short plat application. With that said, I have tentatively scheduled a meeting with the City's Environmental Review Committee (ERC) on October 1, 2002. In addition, have tentatively scheduled a public hearing with the Hearing Examiner's Office for October 29, 2002. This schedule assumes all reviewing departments have the information needed to process this application, if not, you will be notified of any additional information required along with revised meeting dates. Should you have any questions, please contact me at(425) 430-7219. Sincer y, Jason E. Jordan Associate Planner cc: Myrtle Farr Estate/Owner Mr. Rick Finkbeiner/Cambridge Homes, Inc. Jennifer Henning/City of Renton, Principal Planner 1,, off-hold.doc R E N T O N 1055 South Grady Way-Renton,Washington 98055 ® AHEAD OF THE CURVE This paper contains 50%recycled material,30%post consumer REVISED City of Renton Department of Planning/Building/Public Works ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET REVIEWING DEPARTMENT: COMMENTS DUE: SEPTEMBER 25, 2002 APPLICATION NO: LUA-02-086, SHPL-H, ECF DATE CIRCULATED: SEPTEMBER 16, 2002 APPLICANT: Rick Finkbeiner PROJECT MANAGER: Jason E.Jordan PROJECT TITLE: Elsa Ridge Short Plat WORK ORDER NO: 77016 LOCATION: 3785 Lincoln Ave. NE SITE AREA: 62,290 SF I BUILDING AREA(gross): 2,020 SF SUMMARY OF PROPOSAL:The applicant, Rick Finkbeiner, is requesting approval of a 6-lot short plat of an existing 1.43- acre site. The project is located at the northwestern corner of Lincoln Place NE and Lincoln Avenue NE. The subject site has an existing 2,020 square foot house, which is proposed to remain on what would become new Lot 3. Lots 1 through 5 are proposed to be served from Lincoln Avenue NE, while Lot 6 would be served from Lincoln Place NE. The lots are proposed to range in size from 5,408 square feet to 14,636 square feet. A. ENVIRONMENTAL IMPACT(e.g. Non-Code)COMMENTS Element of the Probable Probable More Element of the Probable Probable More Environment Minor Major Information Environment Minor Major Information Impacts Impacts Necessary Impacts Impacts Necessary Earth Housing Air Aesthetics Water Light/Glare _ Plants Recreation Land/Shoreline Use Utilities Animals Transportation _ Environmental Health Public Services Energy/ Historic/Cultural Natural Resources Preservation Airport Environment 10,000 Feet 14,000 Feet B. POLICY-RELATED COMMENTS C. CODE-RELATED COMMENTS We have reviewed this application with particular attention to those areas in which we have expertise and have identified areas of probable impact or areas where additional information is needed to properly assess this proposal. Signature of Director or Authorized Representative Date revised Routing.doc Rev.10/93 D ETERSON lc ONSULTING ENGINEERS RECEIVED September 12, 2002 Mr. Jason Jordan City of Renton 1055 South Grady Way Renton, Wa. 98055 RE: Revisions Elsa Ridge (Renton Project No. LUA 02-086) PCE Job No. Camb-0001 Dear Jason: This letter is in response to the email to you from Juliana dated August 20, 2002. Specifically Juliana and Allen requested additional information regarding the above-mentioned project. The numbers below correspond to the comments by Juliana and Allen. 1 - The geotech report A geotech report dated September 9, 2002 by Geotech Consultants Inc. is located in Appendix D of the revised Preliminary TIR. This report addresses structural setback requirements from the steep slope area and also soil and infiltration information. The Preliminary TIR has also been revised, please refer to Section 1 of the revised report for more information. 2 - Core Requirement No. 1 and No. 3 Per the Sensitive Area information found on the KC website, this site is located in an erosion hazard area and is adjacent to a landslide hazard area. The City of Renton also shows this site to be in a"Slide Sensitive Area". The Preliminary TIR has been revised to incorporate this information. 4030 LAKE WASHINGTON BLVD. NE, SUITE 200 • KIRKLAND, WASHINGTON 98033 • (425) 827-5874 (425) 822-7216 FAX Mr.Jason Jordan City of Renton September 12,2002 Page 2 of 2 3 —Impervious Area from Buildings and Core Requiment No. 3 Exemption Per the flow chart on page 5-4 of the 1998 KCSWDM, if the lots are less than 22,000 sf and contain medium sandy soils then downspout infiltration systems must be used as flow control for the new residences. The geotech report in Appendix D by Geotech Consultants Inc. confirms these soil conditions. Therefore the roof areas will be infiltrated using downspout infiltration trenches and these areas are deducted when determining the exemption from Core Requirement No. 3. The runoff from the remainder of the site will be collected and discharged as described in the revised Preliminary TIR. Please see the Revised Preliminary TIR for more information. Thank you for your help and efficiency in expediting the preliminary plat process. If you have any further questions or concerns feel free to contact Jennifer or myself. Sincerely, PETERSON CONSULTING ENGINEERS Rob Stewart Engineer, E.I.T. 01 CITY L.F RENTON ..ii. PlanningBuilding/PublicWorks Department Jesse Tanner,Mayor Gregg Zimmerman P.E.,Administrator DEVELOPMENT PLANNING CITY OF RENTON RECEIVED August 7, 2002 SEP t1 p 9 '02 • RECEIVED SUPER<NNOatI T AUG ld 4 RSD 403 y� Superintendents Office wT : Renton School District#403 300 SW 7th Street • AUG 14 2002 Renton, WA 98055-2307 Subject: Elsa Ridge Short Plat E C E I \ E LUA-v- 3G,sI;PL-H, ECF CAPITAL PP3,' - -T^ The City of Renton Development Services Division has received an application for a 6-lot short plat of an existing 1.43-acre site. The project is located at 3785 Lincoln Avenue NE. Please refer to the enclosed Notice of Application (NOA)for complete project details. In order to process this application, the Development Services Division needs to know which Renton schools would be attended by children living in residences at the location indicated above. Would you please fill in the appropriate schools on the lit below and return this letter to my attention, Development Services Division, City of Renton, 1055 South Gr d ay, Renton, Washington 98055. Elementary School: 7 „.„71/.9_ .►' Middle School: High School: Will the schools you have indicated be able to handle the impact of the additional students estimated to come from the proposed development? Yes No Any Comments: Thank you for providing this important information. If you have any questions regarding this project, please contact me at (425) 430-7219. Sincerely, Jason E.Jordan Associate Planner Encl. 1055 South Grady Way-Renton,Washington 98055 RENTON school/ /kac �� AHEAD OF THE CURVE `., This paper contains 50%recycled material,30%post consumer CITY (��+ R F,NTON •.LL Planning/Building/PublicWorks DepartmentGregg Zimmerman P.E.,Administrator Jesse Tanner,Mayor August 26, 2002 Jennifer Steig Peterson Consulting Engineers 4030 Lake Washington Blvd. #200 Kirkland, WA 98033 SUBJECT: Elsa Ridge On-Hold Letter Project No. LUA-02-086,SHPL-H, ECF Dear Ms. Steig: Upon my telephone conversation today with Rebecca Saur, of your office, she informed me that the geotechnical report will not be completed until the beginning of next week. In addition, she indicated that you are currently working on a response to the storm water issues brought to your attention from the City's Plan Review Section. As the Environmental Review Committee(ERC)was set to hear your application next week, I am forced to place your project on-hold, as I cannot complete my report to the ERC. Once the geotechnical report and storm water information is submitted to me, I will reschedule your project. Depending on when the information is submitted to the City, the public hearing scheduled for October 8, 2002 may have to be rescheduled. I will inform you once I have all the information on-hand. Please contact me, at (425) 430-7219, if you have any questions. Sincerely, - II Jason E. Jordan Associate Planner cc: Myrtle Farr Estate/Owner Mr. Rick Finkbeiner/Cambridge Homes, Inc. Jennifer Henning/City of Renton, Principal Planner on-hold.doc R E N T O N 1055 South Grady Way-Renton,Washington 98055 �� AHEAD OF THE CURVE �.., This paper contains 50%recycled material,30%post consumer 41 1( Proposed Mitigation Measurer: �I U.) Onu 1. The applicant will be required to pay the appropriate Fire Mitigation Fee based on 5488.00 per now single familylot. + ♦ 2. The applicant will be required to pay the appropriate Traffic Mitigation Fee based on 575.00 per net new average daily trip. SL,j 3. The applicant will be required to pay the appropriate Parks Mitigation Fee based on$530.76 par new single family lot. 4. Temporary erosion control measures will need to be installed. 5. The applicant will be required to adhere to all the recommendations contained within the geotechnical report. NOTICE OF APPLICATION AND PROPOSED DETERMINATION OF NON- Comments on the above application must be submitted in writing to Jason E.Jordan,Associate Planner,Development SIGNIFICANCE—MITIGATED (DNS-M) Services Division,1055 South Grady Way,Renton,WA 98055,by 5:00 PM on August 21,2002.This matter Is also scheduled fora public hearing on October 8,2002,at 9:00 AM,Council Chambers,Seventh Floor,Renton City Hall,1055 South Grady Way,Renton.If you are Interested In attending the hearing,please contact the Development Services Division,(425)430-7282,to ensure that the hearing has not been rescheduled.If comments cannot be submitted in writing by the date indicated above,you may still appear al the hearing and present your comments on the proposal before DATE: August 7,2002 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 LAND USE NUMBER: LUA-02.086,SHPL-H,ECF automatically become a party of record and will be notified of any decision on this project. APPLICATION NAME: ELSA RIDGE SHORT PLAT CONTACT PERSON: JASON E.JORDAN (425)430-7219 PROJECT DESCRIPTION: The applicant,Rick Finkbelner,Is requesting approval of a 6-lot short plat of an existing 1.43-acre else. The project is located at the northwestern corner of Lincoln Place NE and Lincoln I PLEASE INCLUDE THE PROJECT NUMBER WHEN CALLING FOR PROPER FILE IDENTIFICATION I 1 Avenue NE. The subject site has an existing 2,020 square foot house,which Is proposed to remain on whet would become new Lot 3.Lots 1 through 5 are proposed to be served from Lincoln Avenue NE.while Lot 6 would be served from Lincoln Place NE.The lots are proposed to range In size from 5,408 square feet to 14,636 square feet. j� S �_'mama...Tap, PROJECT LOCATION: 3785 Lincoln Avenue NE I r_� J I OPTIONAL DETERMINATION OF NON-SIGNIFICANCE-MITIGATED(DNS-M):As the Lead Agency,the City of i I. 1'I `I r I , Renton has determined that significant environmental impacts are unlikely to result from the proposed project.Therefore, 1 y � `I III / \ DNSM is likely to be Issued.Comment periodsI for the project and the issuanceproposed the Threshold Dete�mted i of single ,1"_T ''-T =`i-'f___-_l'__ �_1,`we,,,I___ J _ as permitted under the RCW 43.21C.110,the City of Renton is usingthe Optional ONS-M process to give notice that a I __ \ comment period.There will be no commentjrI[•� Significance-Mitigated(DNS-M).A 14-day appeal period will follow the issuance of the DNS-M. FCC__ 1'I --r ..J7 I __j—_-_ r----M--- l PERMIT APPUCATION DATE: August 5,2002 I_1-1 t 1:1 ..--- I �\\\ I NOTICE OF COMPLETE APPUCATION: August 7,2002 to -- I-- y,,.r'� I I —i'--_— + \\----- r_---__- APPLICANT/PROJECT CONTACT PERSON: to �f" �_-- - ,�\ 1 — I III \ Applicant:Rick Finkbelner,Cambridge Homes,Inc.,(425)271.2225 _ I I_- I 1 °---I---•• --------_-_ \ s_ t Contact:Jennifer Steil],Peterson Consulting Engineers,(425)827-5874 `"' __w Le,,, e '-1' -.'r 1_____--L"...—J --_� 1�-- - Permtts/Review Requested: Environmental SEPA Review I l•r_I ----s\ 111 Other Permits which maybe required: City of Renton Building end Construction Permits )' - �--'�a 1___ 5 i /e%r 1'.r_ - '\`(��` `m�J_ t Requested Studies: Geotechnksl Report ;�;; —I hi' If— r—! t---,—__j!a'"''F \ --- I Location where application may jjj10 - f-- F--� 1 i i i F1--- o.r'7 �\ 1• \~J be reviewed: PlanningBulldingiPublIc Works Division,Development Services Department, Min 111 \ 7� • - 1055 South Grady Way,Renton,WA 98055 HIM I—� \ 111....1 '1 �__f-___.-__1 _ 1 I\\� / ' �.-.I \ _ II --__1 _l_1 \'' PUBLIC HEARING: Public hearing scheduled for October 8,2002,before the Renton Hearing '"� �-�: r-1� ( I -r -'---\--L-_- Examiner in Renton Council Chambers.Hearings begin at 9:00 AM on the 7thHIr ( ,..0.1 y=.. �`I' i_r,1 �;'', 7,\� floor of the new Renton City Hall located at 1055 Grady Way South. i:t'. 1 _J I j�r`.a r F . _`--1,: r--.1-1-1-.- \ CONSISTENCY OVERVIEW: «•''}• �' 'i1,\ r___. 117 per 1- T Analytical process MD �..� F"--- 1 I } L�-----�=k�F 1.-r--i, „ .-.rn Land Use: The subject site is designated Residential Single Family on the Ciys Comprehensve Plan Land Use Map and Residential-8(R-8)dwelling units per acre on the Citys Zoning Map.The proposed to create 6 lots suited for future single family development is consistent with both the Comprehensive Plan and Zoning designations. If you would like to be made a party of record to receive further Information on this proposed project,complete this form and return to:City of Renton,Development Planning,1055 So.Grady Way,Renton,WA 98055. Environmental Documents that File NoJName: LUA-02-086,SHPL-H,ECF/Elsa Ridge Short Plat Evaluate the Proposed Project: Preliminary Technical Information Report 8 Geotechnical Report 9 Development Regulations NAME: Used For Project Mitigation: The project will be subject to the Citys SEPA Ordinance,Zoning Code,Pubic Works Standards,Uniform Building Code,Uniform Fire Code,Subdivision ADDRESS: Regulations,and other applicable codes and regulations as appropriate. TELEPHONE NO.: NOTICE OF APPLICATION NOTICE OF APPLICATION 1�_ MARILYN KAMCHEFF ► 1 NOTARY PUBLIC ► • CERTIFICATION STATE OF WASHINGTON COMMISSION EXPIRES 1 JUNE 29, 2003 I, • 0: t 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 Pw r , 1 I L'Q7JL, •Signed:'127a G� I!'�I"_L Ga ATTEST: Subscribed and sworn before me,a Notary Public,in and for the ate of Washington residing it�j LP2n,4 r4-y, ,on the "2-2.- .vd day of ZOO Z— MARILYN HEFF MY APPOINTMENT EXPIRES: 6-29-03 4 CITY OF RENTON DEVELOPMENT SERVICES DIVISION LIST OF SURROUNDING PROPERTY OWNERS within 300 feet of the subject site PROJECT NAME: ,1 W2-I VI) . APPLICATION NO: i_(,(1j O O8( ,SN et -/1, EC F 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 `5Ce a 1 ic-ccifi ead O41,c�pMF n�Hrp A�v �FM�ri,� DEvEto, Cl7).81§REIyT�NNIN J(/ oN c IVERECE (Attach additional sheets, if necessary) (Continued) NAME ADDRESS ASSESSOR'S PARCEL NUMBER Applicant Certification I, i -' - ` /:/K6i/N' e_ , hereby certify that the ab vtliSSAs),pf?sla8 tBprg qv (Print Name) 1 I M Ft t (i owners and their addresses were obtained from: STATE OF WASHINGTON ❑ City of Renton Technical Services Rr (--•-- PUBLIC ❑ Title Company Records MY COMMISSION EXPIRES 2-08-03 ❑ *King County Assessors Records Signed "1_z-e.: �i ...4.-c1-- Date -2do -6 Z (Applicant) NOTARY ATTESTED: Syibscribed and sworn before me, a Notary Public, in and for the State of Washington, residing at L,f;.-c'=rec. on the4litTL, day of _�1 ,.,„J. , -'1,9.4'c.°'v Signed , ✓ L (Notary Public) *+**For City of Renton Use**** CERTIFICATION OF'MAILI NN.MCH FF O1ARY PUBLIC , her' certify that notices of the pro 4� led to VAI (City Employee) . UNE ,2003 each listed property owner on Signed_ Date:_: NOTARY AI TEST:'' Subscribed and sworn before me, a Notary Public, in and for the State of Washington residing at ti - _. i4 Vz ---on the a,,a irk day of ( ,{- - ___ , 19 l X'2 I I Signed Y'S.- --'rL-0_:-Q listprop.doc MARILYN KAMCHEFF REV 07/95 'kilY APPOINTMENT EXPIRES:6-29-03 2 • fz7s ♦ ` -J.,. xw.l a1,721 i 1O I 9 .!O KC[CQ sM9.'f••49 0,10 ` IA.�a '!�'� y.•� L uL' ii' REN SMPL gi• L AN / 'i ✓r / ♦ N�' Y.9„"' 4 ru.aa r�r.aK -_ 0 h •'. N i ♦ Sl0•r4 'sy�po, g 061-9I ,SSF......12O79O1O�ait- ! 2t� ,rD srii/ trs.+ zar _ - rla- c.r. 5 +° till p,GS `y'r.r+A`r•cr 4- ...e ,.A.9c 9r. 6 Q I rs>' -,-A+ n'r9fri7 1 ® + h v u / L0 1O2\IO`op L. ♦ °s1 Oa •C .. y•`,•s •7I 5.f,,N I - z2o O - a7 y° n°o1°A C I - _ ll 5 C 39 zr7 se i44 m't' ,� O[ G SP 5gr6• ,O., vA IJ . Q v4-°0 , 2 K ...`-'/LOT 2 ,,01, 0 ., • a ' ° N Lni i o 0646441°, • 4 �y yQ �� ° c I r f� • I_ '' n N rY.c sago.NS[Ss(r..rr,, • '�JI e J N . 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'' • " MetroScan / King (WA) Parcel # Owner Name Site Address YB Owner Phone 334570 0115 Apple Richard D/Nadine 3901 Lincoln Ave NE Renton 1992 334570 0120 Chellson J W H *No Site Address* Renton 360-579-876 334570 0125 Patterson Robert *No Site Address* Renton 334570 0130 Nielsen Rolland C & Margar 3835 Lincoln Ave NE Renton 1930 425-255-645 334570 0132 Nielsen Bruce 3825 Lincoln Ave NE Renton 1988 425-226-325 334570 0140 Patterson Robert *No Site Address* Renton 334570 0145 Donnell Gordon Robert *No Site Address* Renton 425-226-629; 334570 0165 Shaw Ralph G 3935 Monterey P1 NE Renton 1987 334570 0170 Shaw Lorelie 3828 Lincoln Ave NE Renton 1986 425-235-093 334570 0171 Jaslowski Richard E 3865 Monterey P1 NE Renton 1979 334570 0181 Dohrn Ronald G 3815 Monterey P1 NE Renton 1929 425-228-152 1 334570 0182 Dohrn Ronald G 3767 Monterey P1 NE Renton 1968 425-228-152 334570 0185 Trus Gary L & Maxine D 3792 Lincoln Ave NE Renton 1989 334570 0200 Sinclair Thimgan Homes Inc 3720 Lincoln Ct NE Renton 9 2001 334570 0220 Hines Delores M 3712 Lincoln P1 NE Renton 9 1979 425-255-01171 334570 0225 Miller Paul R & Miller Pam 3623 Lincoln Ave NE Renton 1985 334570 0235 Carpenter Thomas E III *No Site Address* Renton 425-235-1250 1 1 Information compiled from various sources.Real Estate Solutions makes no representations or warranties as to the accuracy or completeness of information contained in this report. (Sy G% fEb O� -NT0� NOTICE OF APPLICATION AND PROPOSED DETERMINATION OF NON- SIGNIFICANCE - MITIGATED (DNS-M) DATE: August 7,2002 LAND USE NUMBER: LUA-02-086,SHPL-H,ECF APPLICATION NAME: ELSA RIDGE SHORT PLAT PROJECT DESCRIPTION: The applicant, Rick Finkbeiner, is requesting approval of a 6-lot short plat of an existing 1.43-acre site. The project is located at the northwestern corner of Lincoln Place NE and Lincoln Avenue NE. The subject site has an existing 2,020 square foot house, which is proposed to remain on what would become new Lot 3. Lots 1 through 5 are proposed to be served from Lincoln Avenue NE,while Lot 6 would be served from Lincoln Place NE. The lots are proposed to range in size from 5,408 square feet to 14,636 square feet. PROJECT LOCATION: 3785 Lincoln Avenue NE OPTIONAL DETERMINATION OF NON-SIGNIFICANCE-MITIGATED(DNS-M): As the Lead Agency,the City of Renton has determined that significant environmental impacts are unlikely to result from the proposed project. Therefore, as permitted under the RCW 43.21C.110,the City of Renton is using the Optional DNS-M process to give notice that a DNS-M is likely to be issued. Comment periods for the project and the proposed DNS-M are integrated into a single comment period. There will be no comment period following the issuance of the Threshold Determination of Non- Significance-Mitigated(DNS-M). A 14-day appeal period will follow the issuance of the DNS-M. PERMIT APPLICATION DATE: August 5,2002 NOTICE OF COMPLETE APPLICATION: August 7,2002 APPLICANT/PROJECT CONTACT PERSON: Applicant: Rick Finkbeiner,Cambridge Homes,Inc.,(425)271-2225 Contact: Jennifer Steig,Peterson Consulting Engineers,(425)827-5874 Permits/Review Requested: Environmental(SEPA)Review Other Permits which may be required: City of Renton Building and Construction Permits Requested Studies: Geotechnical 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 October 8,2002,before the Renton Hearing Examiner in Renton Council Chambers. Hearings begin at 9:00 AM on the 7th floor of the new Renton City Hall located at 1055 Grady Way South. CONSISTENCY OVERVIEW: Analytical process Land Use: The subject site is designated Residential Single Family on the City's Comprehensive Plan Land Use Map and Residential—8(R-8)dwelling units per acre on the City's Zoning Map. The proposed to create 6 lots suited for future single family development is consistent with both the Comprehensive Plan and Zoning designations. Environmental Documents that Evaluate the Proposed Project: Preliminary Technical Information Report&Geotechnical Report Development Regulations Used For Project Mitigation: The project will be subject to the City's SEPA Ordinance,Zoning Code,Public Works Standards,Uniform Building Code,Uniform Fire Code,Subdivision Regulations,and other applicable codes and regulations as appropriate. NOTICE OF APPLICATION „ Pt~ ; CITY F RENTON . ' Planning/Building/PublicWorks Department Jesse Tanner,Mayor, Gregg Zimmerman P.E.,Administrator August 7, 2002 Ms. Jennifer Steig Peterson Consulting Engineers 4030 Lake Washington Blvd. #200 Kirkland, WA 98033 SUBJECT: Elsa Ridge Short Plat Project No. LUA-02-086,SHPL-H, ECF Dear Ms. Steig: 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 September 3, 2002. Prior to that review, you will be notified if any additional information is required to continue processing your application. A Public Hearing will be held by the Renton Hearing Examiner in the Council Chambers on the seventh floor of City Hall, 1055 South Grady Way, Renton, Washington, on October 8, 2002 at 9:00 AM to consider the proposed Short Plat. The applicant or representative(s) of the applicant is required to be present at the public hearing. A copy of the staff report will be mailed to you one week before the hearing. Please contact me, at (425) 430-7219, if you have any questions. Sincerely, Ja on E. Jordan Associate Planner cc: Myrtle Farr Estate/Owner Mr. Rick Finkbeiner/Cambridge Homes, Inc. acceptance RENTON 1055 South Grady Way-Renton,Washington 98055 ® AHEAD OF THE CURVE This paper contains 50%recycled material,30%post consumer • brkevi..- poQA--- declare that I am the owner/authorized representative of parcel number 3345700135, located at 3785 Lincoln Avenue NE in Renton, Washington. I hereby authorize Cambridge Homes to apply for and process land use applications and other applicable permits related to this property. (Name of Owner/Representative) (Signature of Owner/Representative) _�•..�� Attest: Subscribed and sworn to before me, a 4 _�ckv- L. Sq ‘‘ 1 Notary Public, in and for the State of /j/ \�g10N. iG I,/ residing at / � Yl, �•10TARy 2�7 , on this -' day of Sl ti6 —•— cmn: 2002. • 'io PUBLIC '11 csj,'• �7,15A� • 211/71/ �. ����F W (Signature of Notary Public) E69-d ZOO d 91V-1 811Z-11Z-9Zti+ sewoH W I Jgwe0-woad ZZ:01 ZO-l0-Jf1V r 1 CITY OF RENTON DEVELOPMENT SERVICES DIVISION LAND USE PERMIT MASTER APPLICATION - PROPERTY OWNER(S) 1 _ PROJECT INFORMATION NAME: N`�'1 e_-v_i- fj z G aTal� PROJECT OR DEVELOPMENT NAME: e L'(\ eA D6t- ADDRESS: 13t l' 1 - l C4�� tAL E PROJECT/ADDRESS(S)/LOCATION AND ZIP CODE: 3-7e5 LitiC-bLN AGE-A Aie CITY: t� c�1 �,,�A ZIP: ct-6O S I E t ',i c i c.3A Sac —S TELEPHONE NUMBER: KING COUNTY ASSESSOR'S ACCOUNT NUMBER(S): 33 1'3 7tO /3`' APPLICANT (if other than owner) EXISTING LAND USE(S): 1 N 1 \•L\.L-- NAME: tzt Y_ V1tiv Y....ect T-4.E . (D1 SI I,E -favA(L`1 'l-"l-� PROPOSED LAND USE(S): Rol D J 1 i AL. _ COMPANY(if applicable): CiAVY1l tcX--cE 6t LE1 (iL , ibiLi S \ 1le(: , 1Ng • EXISTING COMPREHENSIVE PLAN MAP DESIGNATION:ADDRESS: \Co'ED AE '4 STYLE r- t "`_ i� T L_ t D' 1 n. Si 1.415tLE r AIL t 1 PROPOSED COMPREHENSIVE PLAN MAP DESIGNATION CITY: I)-n 1J � /�t � ZIP: c-1C eSc, (if applicable): fv /A J TELEPHONE NUMBER (425)21 e--LZS EXISTING ZONING: 12 - f3 DEVELOPME PLANNING CITY OF R NTON PROPOSED ZONING(if applicable): N (A CONTACT PERSON JUL 1 212 Zc t0 SITE AREA (in square feet): C 2 NAME: , "��1 _ 51-16 RECEIVED SQUARE FOOTAGE OF ROADWAYS TO BE DEDICATED FOR SUBDIVISIONS OR PRIVATE STREETS SERVING THREE LOTS OR MORE(if applicable): �\p. COMPANY(if applicable): Pcd�Ii fN w1S1A1 1 tQ,E.1 _ PROPOSED RESIDENTIAL DENSITY IN UNITS PER NET ADDRESS: 30 LPKC_ [Oust-f1k(`'1 V\I ACRE(if applicable): E/AL NUMBER OF PROPOSED LOTS(if applicable): ‘c. CITY: i L \l�\> , wA. ZIP: CA00 - - NUMBER OF NEW DWELLINGIDERIEWIPIVIMOIANZIG TELEPHONE NUMBER AND E-MAIL ADDRESS: CITY OF RENTON t. ' ';) I PI).3 I }c->;t i<.;(w PO: (i U,( .(r.' i AUG 0 5 2M2 1, RECEIVED m:,aclap dtx Revised January 2002 PRO 3T INFORMATION (contin( ) NUMBER OF EXISTING DWELLING UNITS (if applicable): k PROJECT VALUE: 6.Cr CCe). SQUARE FOOTAGE OF PROPOSED RESIDENTIAL IS THE SITE LOCATED IN ANY TYPE OF BUILDINGS (if applicable): �� e� iCi P 0 tn`> ENVIRONMENTALLY CRITICAL AREA, PLEASE INCLUDE SQUARE FOOTAGE (if applicable): SQUARE FOOTAGE OF EXISTING RESIDENTIAL BUILDINGS TO REMAIN (if applicable): z t GG�. ❑ AQUIFER PROTECTION AREA ONE SQUARE_ FOOTAGE OF PROPOSED NON-RESIDENTIAL ❑ AQUIFER PROTECTION AREA TWO BUILDINGS (if applicable): t�/ r ❑ FLOOD HAZARD AREA sq.ft. GEOLOGIC HAZARD tCjMr ?, sq. ft. SQUARE FOOTAGE OF EXISTING NON-RESIDENTIAL ❑ HABITAT CONSERVATION sq. ft. BUILDINGS TO REMAIN (if applicable): r, Ifs ❑ SHORELINE STREAMS AND LAKES sq. ft. NET FLOOR AREA OF NON-RESIDENTIAL BUILDINGS(if ❑ WETLANDS sq. ft. applicable): ti. ..i\ NUMBER OF EMPLOYEES TO BE EMPLOYED BY THE NEW PROJECT(if applicable): iJ I IN, LEGAL DESCRIPTION OF PROPERTY (Attach legal description on separate sheet with the following information included) SITUATE IN THE Imo- QUARTER OF SECTION 32-, TOWNSHIP 1y1 + RANGES, IN THE CITY OF RENTON, KING COUNTY,WASHINGTON. I TYPE OF APPLICATION & FEES Check all application types that apply -- City staff will determine fees. ANNEXATION(A) $ SHORELINE REVIEWS —COMP PLAN AMENDMENT(CPA) $ _CONDITIONAL USE(SM-C) $ —CONDITIONAL USE PERMIT(CU-A,CU-H) $ _EXEMPTION(SME) $ NO CHARGE ENVIRONMENTAL REVIEW(ECF) $ _SUBSTANTIAL DEVELOPMENT(SM) $ _-- GRADE&FILL PERMIT(GF) $ _VARIANCE(SM-V) $ (No.Cu.Yds: ) $ REZONE(R) $ SUBDIVISION _ROUTINE VEGETATION $ _BINDING SITE PLAN(BSP) $ MANAGEMENT PERMIT(RVMP) _FINAL PLAT(FP) $ _SITE PLAN APPROVAL(SA-A,SA-H) $ _LOT LINE ADJUSTMENT(LLA) $ SPECIAL PERMIT(SP) $ PRELIMINARY PLAT(PP) $ TEMPORARY PERMIT(TP) $ V SHORT PLAT(SHPL-A,SHPL-H) $ ✓VARIANCE(V-A,V-H,V-B) $ (from Section:- ) $ Postage: $ _WAIVER(W) $ TOTAL FEE S _OTHER: $ L__ AFFIDAVIT OF OWNERSHIP 1_` s� - \ VI, (Print Name) - .i • � - .�) � - , declare that I am (please check one) _ the current owner of the property involved in this application or a- the authorized representative to act for a corporation (please attach proof of authorization)and that the foregoing statements and answers herein contained and the information herewith are in all respects true and correct to the best of my knowledge and belief. Lcertify that I know or have satisfactory evidence that fICIC��1A1jt i(Je signed this instrument and acknowledged Ze/ it to be(. /her/their free and voluntary act for the uses and purposes mentioned in the instrument. (Signature of Owner/Representative) &M Nota ublic in and for the State of Washington IGt�k� ,and_ (Signature of Owner/Representative) Notary(Print) kar--- —___ My appointment expires: q'Z3 '06._ ncLacrap,hh: Rcvi\c4 I.uni.nv 2i)ii. i Clad {3OF RENTON DEVELOPMENTSERV.ICES DIVISION :=: - A AFFIDAVIT OtF�INSTALLATI N J ` r " ` "r- aF �PUBLICfINFORMATI0N'�SI. �V N(S) ' , 'Y DEVELOPMEN? P C!TV OF RE/V70NNING STATE OF WASHINGTON ) ) JUL 18 2002 COUNTY OF KING ) RECEIVED ?74I-11 6 9T,4 Vn'.eti , being first duly sworn on i oath, deposes and says: I t� 1. On the Cl day of .Nt.lA-*-i , 20 OZ , I installed (s. ) public information sign(s)and plastic flyer box on the property located at 3-7.5 UACOLA p,,, ct4e• QEtJTDA for the following project: EISAe(b6E ecsA 17xDbe Project name N`t R f 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 o ter 7 Title 4 of nt Municipal Code- Installer Signature SUBSCRIBED AND SWORN to before me this 1O' day of Jw_1 , 20 CZ- A C§dAlie— , cF" C. S �ttt NOTARY PUB IC in and for the State of Washington, lei g10N ,, (43 II residing at a .k N o ac p«Ij '' •• My commission expires on I-k•23'O(o - ` •ems PUBSIGI.DOC% V i REV.051 0j �% s r i ,' ,'dd, 4-2Y3A.. A : PLANNING tit eft W A _ DEV CITM OF RENTON AUG 0 20C2 RECEIVED PETERSON ONSULTING ENGINEERS TRANSMITTAL Date August 5, 2002 File: CAMB-01 To: Land Use Planning Project: Elsa Ridge City of Renton 1055 South Grady Way Subject: Preliminary Short Plat Renton, WA 98055 Re-submittal App No. LUA02-086 Item Copies Date 4176 Description 1 2 7/10/02 Aff4 re irk 2 12 6/20/02 L (eyy 3 12 7/8/02 4 5 7/2/02 R kop 5 2 6/26/0' FC7 t lQN 6 12 7/9/ &vi 41/6Os? Fp — 7 5 7/' �? soN 8 12 ' 9 12 8/1/% _ 10 11 5/7/02 Top.,,_ 11 5 8/1/02 Generalized u 12 5 8/1/02 Drainage Control Plan 13 4 7/10/02 Preliminary Technical Information Report 14 12 8/1/02 Grading Plan 15 4 8/1/02 Tree Cutting/Land Clearing Plan 16 1 8/1/02 Plan Reduction 17 1 8/1/02 Color Display Maps 18 2 7/9/02 Justification for Variance Request DEVELOPMENT PLANNING CITY OF RENTON AUG 0 5 2002 RECEIVED 4030 LAKE WASHINGTON BLVD. NE, SUITE 200 • KIRKLAND, WASIIINGroN 98033 • (425) 827-5874 (425) 822-7216 FAX LETTER OF TRANSMITTAL ELSA RIDGE SHORT PLAT SUBMITTAL PAGE 2 AUGUST 5, 2002 Remarks: Jason, Please accept the enclosed materials as re-application for short plat approval of the Elsa Ridge plat. Mailing labels and pre-application meeting summaries were included with the previous submittal. If you have any questions, or require additional information, I can be reached at 425-827- 5874. Thank you. ❑ As You Requested ® For Your Approval ❑ Return Requested ❑ For Your Information ® For Your Review ❑ As Noted From: cc: Rick Finkbeiner— �l�C�'��Ca!A Cambridge Homes Rebecca Saur -- - E Tf E R S 0 N�� DFV OMFNT p P () FRF CqN ENGINEERS J� "7ONNING C 49E c&I,E0 ELSA RIDGE PROJECT NARRATIVE July 9, 2002 Elsa Ridge is a 6-lot short plat located in the City's R-8 zone on the west side of Lincoln Avenue NE, at its intersection with Lincoln Place NE. The site is approximately 1.4 acres in size and is currently occupied by a single-family residence, which will remain. The onsite vegetation is mainly grass with some trees overlying till type soils. The site is generally flat with steep slopes, greater than 40 percent, along the western third of the site. Five of the six lots will access for Lincoln Avenue and one from Lincoln Place. Stormwater li runoff from the proposed houses will likely be discharged using infiltration systems. Lots will range in size from 5,400 square feet to approximately 14,000 square feet, in compliance with the requirements of the site's R-8 zoning. The site borders Lincoln Avenue NE and Lincoln Place NE. Both streets have sufficient right-of-way and Lincoln Avenue NE will be improved with curb, gutter and sidewalk as part of this project. A waiver of improvements to Lincoln Place NE has been submitted to the Board of Public Works and a side yard setback variance is included with this package. Construction of utility extensions and stormwater management facilities will be part of the proposed project. All necessary utilities are currently located within Lincoln Avenue NE. There are approximately 18 trees located in the proposed building pad locations that would typically be considered a significant tree and will likely be removed. The developer will attempt to save trees if possible. DEVELOPMENT PANNING CITY OF RENTON AUG 0 520C RECEIVED 4030 Lnh[ WASIIING1ON I3ivu. NE, Svnii 200 • IcU:1,1 wu, WASIIWI;II)N i ETERSON lc ONSULTING ENGINEERS mom ELSA RIDGE Construction Mitigation Description July 9, 2002 Infrastructure Construction Period: Begin spring 2003 Completion summer 2003 Construction Hours: Pursuant to City ordinances. Hauling/Transportation Routes: Primary access routes will likely be (reverse if coming to site): Lincoln Avenue NE to Monterey Place NE which becomes NE 44'h Street and intersects with I-405. Mitigation Measures: Dust, mud and other soil-related impacts will be addressed through a Temporary Erosion and Sedimentation Control plan to be P rY approved and monitored by the City. The Erosion Control plan may' contain features such as rock construction entrances, silt fences, sedimentation ponds, interceptor ditches, temporary seeding and mulching and would generally be determined by the season,weather and site/construction conditions. Properly muffled construction equipment together with compliance to the City's adopted working hours will be used to help mitigate construction noise impacts. Specialty Hours: Work will be conducted during the City's allowable working hours only. Traffic Control Plan: A traffic control plan will be required for roadway expansion work done along Lincoln Avenue NE. During widening of the street, one lane of traffic could be closed. In conjunction with the preparation of construction plans a traffic mitigation package will be submitted for review by the City of Renton. DEVELOPMENT PLANNING CITY OF RENTON DEVELOPMENT PLANNING CITY OF RENTON AUG 0 5 27. RECEIVEDJUL 1 8 2CC' RECEIVED 4030 LAKE WASIi1NGTON 131Vu. NI ',trill 200 • KIRSIAND, WASIIINGTO)N 9803.) • Ir1 "» 8 )7-5874 (425) 8!2-,I II( I Av EVALUATION FOR AGENCY USE ONLY TO BE COMPLETED BY APPLICANT A. BACKGROUND 1. Name of proposed project, if applicable: Elsa Ridge 2. Name of applicant: Cambridge Homes, Inc. 3. Address and phone number of applicant and contact person: Contact: Rebecca Saur DEVELOPMENT PLANNING Peterson Consulting Engineers,Inc. CITY OF RENTON 4030 Lake Washington Blvd.,#200 Kirkland, WA 98033 AUG 0 5 20e2 Applicant: Mr. Rick Finkbeiner RECEIVED Cambridge Homes,Inc. 1800 NE 44th Street Renton, WA 98056 DF c�o �P 4. Date checklist prepared: REA$-4%4ON G July 8, 2002 18 Z402 Agencyrequesting checklist: RECEIVE 5 9 g City of Renton 6. Proposed timing or schedule(including phasing, if applicable): Project is anticipated to be complete in the Spring of 2003. 7. Do you have any plans for future additions,expansions, or further activity related to or connected with this proposal? If yes, please explain. No. 8. List any environmental information you know about that has been prepared, or will be prepared, directly related to this proposal. A Geotechnical Engineering Report has been prepared by Dennis Joule, P.E. dated May 9, 2002. 1 EVALUATION FOR AGENCY USE ONLY TO BE COMPLETED BY APPLICANT 9. Do you know whether applications are pending for governmental approvals of other proposals directly affecting the property covered by this proposal? If yes, please explain. None known. 10. List any government approvals or permits that will be needed for your proposal, if known. Preliminary short plat approval will be required for this site along with a grading permit, setback variance, developer's extension agreement and right of way use permit from the City of Renton for installation of the infrastructure. Individual building permits will be necessary for the homes. 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. The proposed project is ultimately the construction of six single-family dwelling units on 1.43 acres. At this time a preliminary short plat is proposed and construction documents will be prepared after short plat approval. 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 site is located just northwest of the intersection of Lincoln Ave NE and Lincoln Place NE,more generally Section 32, Township 24 N, Range 5 E. Please see plans submitted with this application. B. ENVIRONMENTAL ELEMENTS 1. EARTH A. General description of the site (circle one jlat,)lling, hilly steep slope mountainous, other . Describe location and areas on th have different topography. B. What is the steepest slope on the site(Approximate percent slope)? Describe location and areas of different topography. 2 EVALUATION FOR AGENCY USE ONLY TO BE COMPLETED BY APPLICANT The steep slope area of the site is approximately 40% slope; the flat portions of the site are approximately 5% slopes. C. What general type 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. The SCS maps this site as Everett Gravelly Sandy Loam(EvC) and Ragnar-Indianola Association,moderately steep (RdE). Please refer to the geotechnical report for more detailed information. D. Are there surface indications or history of unstable soils in the immediate vicinity: If so, describe. Yes. King County has classified the west side of the site as a landslide hazard area and portions of the remainder of the site as erosion hazard area. E. Describe the purpose,type,location and approximate quantities of any filling of grading proposed. Indicate source of fill. Grading will occur on approximately 0.8 acres of the site. This work will provide roadways, utilities and building pads for the new residential structures. Current estimates yield approximately 10 cubic yards of excavation and 596 cubic yards of fill. F. Could erosion occur as a result of clearing,construction,or use? If so, generally describe. Short term erosion is possible while the grading process is underway. The amount of unstabilized exposed soils will be limited to comply with City regulations. An erosion control plan consistent with City of Renton regulations will be prepared for the project. G. About what percent of the site will be covered by impervious surfaces after the project construction (for example, asphalt or buildings)? Approximately 25 %. H. Proposed measures to reduce or control erosion,or other impacts to the earth, if any: An erosion control plan consistent with City of Renton regulations will be prepared for the project. If the project cannot meet state water quality regulations with its construction period discharge and the City permits, additional erosion control measures may be employed such as chemical flocculation,electrical ionization, etc. I. Does the landfill or excavation involve over 100 cubic yards throughout the lifetime of the project? Yes. EVALUATION FOR AGENCY USE ONLY TO BE COMPLETED BY APPLICANT 2. AIR A. What type of emissions to the air would result from the proposal (i.e., dust, automobile, odors, industrial wood smoke) during the construction and when the project is completed? If any, generally describe and give approximate quantities if known: Temporary exhaust emissions from construction equipment can be expected during construction. Construction activity on the site could also stir up exposed soils and generate fugitive dust and particulate matter into the local air. The completed project would result in a minor increase in the amount of exhaust related pollutants in the air from traffic. 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 other impacts to the air, if any: None. 3. WATER A. Surface 1. Is there any surface water body on or in the immediate vicinity of the site (including year-round and seasonal streams, saltwater, lakes, ponds,wetlands)? If yes, describe the type and provide names. If appropriate, state what stream or river it flows into. Provide a sketch if not shown on site plans No. 2. Will the project require any work over, in, or adjacent to (within 200 feet) the described waters? If yes, please describe and attach plans. Note approximate distance between surface waters and any construction, fill, etc. 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. Indicate the source of fill materials. None. 4. Will the proposal require surface water withdrawals or diversions? Give general description, purpose, and approximate quantities if known. No 4 EVALUATION FOR AGENCY USE ONLY TO BE COMPLETED BY APPLICANT 5. Does the proposal lie within a 100-year-flood-plain? If so, note location on the site plan. There is no floodplain mapped by the 1990 King County Sensitive Areas Map Folio on this site. 6. Does the proposal involve any discharge of waste materials to surface waters? If so, describe the type of waste and anticipated volume of discharge. No. B. Ground 1. Will groundwater be withdrawn, or will water be discharged to groundwater? 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. Not applicable. 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 (including quantities, if known). Where will this water flow: Will this water flow into other waters? If so, describe. On-site storm water generated as a result of this development will be collected in a tightline system and discharged into the existing conveyance system on the east side of Lincoln Avenue NE. Roof runoff will be infiltrated. 2. Could waste materials enter ground or surface waters? If so, generally describe. Urban pollutants from automobiles and landscaping activities could enter the proposed storm water drainage facilities and eventually be discharged to ground water or off-site. D. Proposed measures to reduce or control surface, ground, and runoff water impacts, if any: Proposed measures to reduce or control runoff water impacts are: infiltration of roof runoff as well as spill control for driveway runoff, in accordance with the 1998 KCSWDM. 5 EVALUATION FOR AGENCY USE ONLY TO BE COMPLETED BY APPLICANT 4. PLANTS A. Check or circle types of vegetation found on the site: _x_deciduous tree , map e aspenOtheherry _x_evergreen tre$.0. es a pine, other x shrub x grass pasture, crop, or grain wet soil plants: cattail,buttercup,bulirush, skunk cabbage, other other types of vegetation: salmonberry,willow,hardback, marsh speedwell and slough sedge. B. What kind and amount of vegetation will be removed or altered? Vegetation will be removed from approximately 0.36 acres of the 1.43-acre site. C. List the threatened or endangered species known to be on or near the site. None known. D. Proposed landscaping, use of native plants, or other measures to preserve or enhance vegetation on the site, if any. As a minimum, all disturbed areas will be hydro seeded and mulched. Formal landscaping (such as lawn, ornamental trees and shrubs)will be installed on the individual lots typical of a single-family residential neighborhood. 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: x hawk,heron, eagle,( ongbir?other: deer,bear, elk,beaver, other: Bass, salmon, trout,herring,other: B. List any threatened or endangered species known to be on or near the site. None known. C. Is the site part of a migration route? If so, explain. None known. D. Proposed measures to preserve or enhance wildlife, if any: None. • EVALUATION FOR AGENCY USE ONLY TO BE COMPLETED BY APPLICANT 6. Energy and Natural Resources A. What kind of energy(electric, natural gas, oil, wood stove, solar) will be used to meet the completed project's energy needs? Describe whether it be used for heating, manufacturing,etc. Natural gas will be used for heating future homes. A combination of natural gas and electricity will provide for the balance of the energy needs. 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 the site? List other proposed measures to reduce or control energy impacts, if any: Home plans will meet or exceed the then current Washington State Energy Code. 7. Environmental Health A. Are there any environmental health hazards, including exposure to toxic chemicals, risk or 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. Additional services are not anticipated to be required. 2. Proposed measures to reduce or control environmental hazards,if any: None. B. Noise: 1. What type of noise exist in the area which may affect your project(for example: traffic, equipment,operation,other)? Traffic noise and noise associated with adjacent single-family residences. 2. What types and levels of noise would be created by or associated with the project on a short-term or a long-term basis (for example: traffic, construction, operation, other): Indicate what hours noise would come from the site. Construction activity on the site would temporarily increase the peak on-site noise levels. All construction will be during the City's approved hours. The completed project will 7 EVALUATION FOR AGENCY USE ONLY TO BE COMPLETED BY APPLICANT result in a slight increase in ambient noise levels in the vicinity as generated by single- family neighborhoods. 3. Proposed measures to reduce or control noise impacts, if any: Noise impacts will be minimal, if any; there are no measures to mitigate noise from additional residential development. C. Describe the potential use of the following: 1. Flammable liquids—Typical uses within residential areas. 2. Combustible liquids—Typical uses within residential areas 3. Flammable gases—Typical uses within residential areas 4. Combustible or flammable fibers—None known 5. Flammable solids—None known 6. Unstable materials—None known 7. Corrosives—None known 8. Oxidizing materials—Typical uses within residential areas 9. Organic peroxides—None known 10.Nitromethane—None known 11. Ammonium nitrate—None known 12. Highly toxic material—None known 13. Poisonous gas—None known 14. Smelless powder—None known 15. Black sporting powder—Typical uses within residential areas 16. Ammunition—Typical uses within residential areas 17. Explosives—None known 18. Cryongenics—None known 19. Medical gas—None known 20. Radioactive material—None known 21. Biological material—None known 22. High piled storage(over 12' in most cases)—Typical uses within residential areas 8. Land and Shoreline Use A. What is the current use of the site and adjacent properties? Single family residences and vacant land. B. Has the site been used for agriculture? If so,describe. Not known. 8 EVALUATION FOR AGENCY USE ONLY TO BE COMPLETED BY APPLICANT C. Describe any structures on the site. There is one house located on the site. D. Will any structures be demolished? If so,what? No. E. What is the current zoning classification of the site? R-8 F. What is the current comprehensive plan designation of the site? Residential Single Family G. If applicable,what is the current shoreline master program designation? N/A H. Has any part of the site been classified as an "environmentally sensitive" area? If so, specify. There are steep slopes along the western edge of the site,which has been classified as a landslide hazard area. Additional portions of the site have been classified as erosion hazard areas. I. Approximately how many people would reside or work in the complete project? The average household has 2.8 residents; therefore approximately 17 people will reside in the completed project. J. Approximately how many people would the completed project displace? None. K. Proposed measures to avoid or reduce displacement impacts, if any: N/A 9 EVALUATION FOR AGENCY USE ONLY TO BE COMPLETED BY APPLICANT L. Proposed measures to ensure the proposal is compatible with existing and projected land uses and plans, if any: The project is compatible with the existing and projected land uses. M. What percentage of the building will be used for: 1. Warehousing—N/A 2. Manufacturing—N/A 3. Office—N/A 4. Retail—N/A 5. Service(specify)—N/A 6. Other(specify)—N/A 7. Residential—N/A N. What is the proposed U.B.C. construction type? N/A O. How many square feet are proposed (gross square footage including all floors, mezzanines,etc.) N/A P. How many square feet are available for future expansion (gross square footage including all floors, mezzanines, etc.) a. N/A 9. Housing A. Approximately how many units would be provided, if any? Indicate whether high, middle, or low-income housing. , Five new single-family homes (one existing home)will be created in the middle-income range. 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: 1 N/A U) EVALUATION FOR AGENCY USE ONLY TO BE COMPLETED BY APPLICANT 10. Aesthetics A. What is the tallest height of any proposed structure(s), not including antennas; what is the principal exterior building material(s) proposed? The tallest structure will not exceed 30 feet above average grade. The exterior building materials will include cedar siding,cedar shakes,brick veneer, synthetic stucco and stone. B. What views in the immediate vicinity would be altered or obstructed? Views from the surrounding property would be altered due to the nature of the proposal to construct five new homes. No views would be obstructed. C. Proposed measures to reduce or control aesthetic impacts, if any: Landscaping and vegetative buffers will be provided within the proposed project. 11. Light and Glare A. What type of light or glare will the proposal produce? What time of day would it mainly occur? The proposed project will not produce glare. Lights from windows and !� headlights may be visible at night. B. Could light or glare from the finished project be a safety hazard or interfere with views? Not under normal circumstances. C. What existing off-site sources of light or glare may affect your proposal? None known. D. Proposed measures to reduce or control light and glare impacts, if any: NONE 12. Recreation A. What designated and informal recreational opportunities are in the immediate vicinity? May Creek Park is located approximately 0.25 miles from the site. Kennydale Lions Park is located approximately 1.75 miles from the site. Kennydale Beach Park is located approximately 1.75 miles from the site. Gene Coulon Memorial beach Park is located approximately 2.0 miles from the site. j B. Would the proposed project displace any existing recreational uses? If so, describe. No. 11 EVALUATION FOR AGENCY USE ONLY TO BE COMPLETED BY APPLICANT C. Proposed measures to reduce or control impacts on recreation, including recreation opportunities to be provided by the project or applicant, if any: None. 13. Historic and Cultural Preservation A. Are there any places or objects listed on,or proposed for, national,state, or local preservation register known to be on or next to the site? If so, generally describe. None known. B. Generally describe any landmarks or evidence of historic, archaeological, scientific,or cultural importance known to be on or next to the site. Not applicable. C. Proposed measures to reduce or control impacts, if any: Not applicable. 14. Transportation A. Identify public streets and highways serving the site, and describe proposed access to the existing street system. Show on site plans, if any. The property is served by and will access from Lincoln Avenue NE. B. Is the site currently served by public transit? If not,what is the approximate distance to the nearest transit stop? The site is not currently served by public transit. The nearest transit stops are at N. 30th Street(at I-405) and 112th Avenue SE(at SE 73`d Street). The N. 30th Street stop is the closest to the site at approximately 0.75 miles away. C. How many parking spaces would the completed project have? How many would the project eliminate? Off street parking will be provided in garages and driveway aprons. Proposed homes will have 2 car garages with additional parking on the driveway aprons. No parking will be eliminated. 12 EVALUATION FOR AGENCY USE ONLY TO BE COMPLETED BY APPLICANT 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). No. E. How many vehicular trips per day would be generated by the completed project? If known, indicate when peak volumes would occur. Approximately 50 vehicular trips per day total. Peak volumes will likely occur in the 7-9AM and 4-6 PM hours. F. Proposed measures to reduce or control transportation impacts, if any: The proponent will pay any necessary transportation mitigation fees required by the City. 15. Public Services A. Would the project result in an increased need for public services (for example: fire protection, police protection,health care, schools,other)? If so, generally describe. The proposed project will require Fire, Police and Emergency Medical services at a rate typical for a single-family neighborhood. In addition,there will be a slight increase in demands for schools,public library,public transportation and recreation services. B. Proposed measures to reduce or control direct impacts on public services, if any. The applicant will pay any mitigation fees currently required by the City. 16. Utilities A. Circle utilities currently available to the site- e ectricity, natural gas, water, refuse service, sanitary sewer,telephon septic system, other: 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. Sanitary Sewer: City of Renton Water: Coal Creek Utility District Electricity: Puget Sound Energy Natural Gas: Puget Sound Energy Telephone: US West Cable TV: AT&T Broadband The onsite portions of these systems will be installed during the onsite development. No offsite extensions are anticipated 13 EVALUATION FOR AGENCY USE ONLY TO BE COMPLETED BY APPLICANT C. SIGNATURE I,THE UNDERSIGNED, STATE THAT TO THE BEST OF MY KNOWLEDGE THE ABOVE INFORMATION IS TRUE AND COMPLETE. IT IS UNDERSTOOD THAT THE LEAD AGENCY MAY WITHDRAW ANY DECLARATION OF NON-SIGNIFIANCE THAT IT MIGHT ISSUE IN RELIANCE UPON THIS CHECKLIST SHOULD THERE BE ANY WILLFUL MISREPRESENTATION OR WILLFUL LACK OF FULL DISCLOSURE ON MY PART. PROPONENT: ,( ,� SiIL/7 NAME PRINTED: & CC 1 DATE: 67_ 03-OZ 14 • CHICAGO TITLE (INSURANCE COMPANY © 701 FIFTH AVENUE,#1800,SEATTLE,WA 98104 Order No.: 001045802 PROPERTY ADDRESS: WASHINGTON Your No.: FARR PROPERTY BEVEL Op PETERSON CONSULTING ENGINEERS DEVELOPMENT PLANNING CITY OF RELONNING 4030 LAKE WASHINGTON BLVD.NE,STE.200 CITY OF RENTON KIRKLAND,WASHINGTON 98033 JUL 1 AUG 0 5 20C2 8 2002 ATTN: REBECCA 1/1 RECEIVED RECEIVED Enclosed are your materials on the above transaction. If you have any questions regarding these materials, please contact us. Thank you for this opportunity to serve you. ««««««««««««««««««<»»»»»»»»»»»»»»»»»»» UNIT 10 -YOUR COMPLETE BUILDER/DEVELOPER SERVICE CENTER WE HAVE EXPANDED TO SERVE ALL YOUR ITILE INSURANCE NEEDS RELATED TO LAND ACQUISITION,DEVELOPMENT FINANCING AND PROPERTY SUBDIVISION. MIKE HARRIS TITLE OFFICER (206)628-5623 (E-MAIL:HARRISMI@CTF.COM) KETTH EISENBREY TITLE OFFICER (206)628-8377 (E-MAIL:EISENBREYK@CTT.COM) STEVE KINSELLA CONDO COORDINATOR (206)628-5614 (E-MAIL:KINSELLAS@CTT.COM) DAVID BENNETT SENIOR TITLE EXAMINER BOB BLOEDEL SENIOR TITLE EXAMINER FAX NUMBER (206)628-5657 *** RECORDING ALERT *** Effective June 13,2002,there will be an additional$10.00 charge for the recording of most documents. This will raise the recording fee for the first page from$9.00 to $19.00 (plus the 65 cents postage fee). Documents with multiple titles will be charged the additional fee for each title. If you have questions regarding a specific recording situation,please contact your title officer. It, 11TLE IS/RDA/0999 �. ()TITLE INSURANCE COWAN ,dir1 AVENUE,#1800,SEA VILE.WA 98104 PLAT CERTIFICATE Order No.: 1045802 Certificate for Filing Proposed Plat: In the matter of the plat submitted for our approval,this Company has examined the records of the County Auditor and County Clerk of KING County,Washington,and the records of the Clerk of the United States Courts holding terms in said County,and from such examination hereby certifies that the title to the following described land situate in said KING County,to-wit: SEE SCHEDULE A(NEXT PAGE) VESTED IN: THE HEIRS AND DEVISEES OF MYRTLE I. FARR, DECEASED EXCEPTIONS: SEE SCHEDULE B ATTACHED CHARGE: $200.00 TAX: $17.6 0 Records examined to JULY 2, 2 0 02 at S : 0 0 AM a / By MIKE HARRIS/KEIT -I BREY Title Officer (206) 628-5623 PIATCRTA/RDA/0999 A(,O TITLE INSURANCE COMPi PLAT CERTIFICATE SCHEDULE A (Continued) Order No.: 1045802 LEGAL DESCRIPTION LOT 7, BLOCK 3, C.D. HILLMAN'S LAKE WASHINGTON GARDEN OF EDEN NO. 7, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 16 OF PLATS, PAGE 18, IN KING COUNTY, WASHINGTON. PIATCRTL/RDA/0999 . AGO TITLE INSURANCE COMP/ PLAT CERTIFICATE SCHEDULE B (Continued) Order No.: 1045802 EXCEPTIONS A 1. TERMS AND CONDITIONS OF NOTICE OF CHARGES BY WATER, SEWER, AND/OR STORM AND SURFACE WATER UTILITIES, RECORDED UNDER RECORDING NUMBER 9304091250. s 2. GENERAL AND SPECIAL TAXES AND CHARGES, PAYABLE FEBRUARY 15, DELINQUENT IF FIRST HALF UNPAID ON MAY 1, SECOND HALF DELINQUENT IF UNPAID ON NOVEMBER 1 OF THE TAX YEAR (AMOUNTS DO NOT INCLUDE INTEREST AND PENALTIES) : ' YEAR: 2002 TAX ACCOUNT NUMBER: 334570-0135-01 LEVY CODE: 2152 ASSESSED VALUE-LAND: $ 116,000.00 ASSESSED VALUE-IMPROVEMENTS: $ 190,000.00 GENERAL & SPECIAL TAXES: BILLED: $ 3,527.40 PAID: $ 1,763 .70 UNPAID: $ 1,763.70 c 3. PENDING PROBATE PROCEEDINGS IN KING COUNTY SUPERIOR COURT OF THE ESTATE OF MYRTLE I. FARR: DATE OF DEATH: JANUARY 11, 2002 CASE NUMBER: 02-4-00167-7 PERSONAL REPRESENTATIVE(S) : DELORES M. HINES ATTORNEY FOR THE ESTATE: JENNIFER LEE WHITE THE PERSONAL REPRESENTATIVE(S) HAS/HAVE BEEN GRANTED NON-INTERVENTION POWERS TO SELL, CONVEY OR MORTGAGE THE PROPERTY. 4 . THE LEGAL DESCRIPTION IN THIS COMMITMENT IS BASED ON INFORMATION PROVIDED WITH THE APPLICATION AND THE PUBLIC RECORDS AS DEFINED IN THE POLICY TO ISSUE. THE PARTIES TO THE FORTHCOMING TRANSACTION MUST NOTIFY THE TITLE INSURANCE COMPANY PRIOR TO CLOSING IF THE DESCRIPTION DOES NOT CONFORM TO THEIR EXPECTATIONS. NOTE 1: THE FOLLOWING MAY BE USED AS AN ABBREVIATED LEGAL DESCRIPTION ON THE DOCUMENTS TO BE RECORDED TO COMPLY WITH THE REQUIREMENTS OF RCW 64.04 . SAID ABBREVIATED LEGAL DESCRIPTION IS NOT A SUBSTITUTE FOR A COMPLETE LEGAL DESCRIPTION WHICH MUST ALSO APPEAR IN THE BODY OF THE DOCUMENT: LOT 7, BLOCK 3, VOLUME 16 PLATS PG 18. AS OF JULY 2, 2002, THE TAX ACCOUNT FOR SAID PREMISES IS 334570-0135-01. END OF SCHEDULE B PtATCRTHI/RDA/0999 k I 1 0 CI-IICAGO TITLE i URANCE COMPANY 701 FIFTH AVENUE, #1800,SEATTLE,WA 98104 PHONE: (206)628-5623 FAX: (206)628-5657 IMPORTANT: This is not a Survey. It is furnished as a convenience to locate the land indicated hereon with reference to streets and other land. No liability is assumed by reason of reliance hereon. C.D. Hillman's Lake Washington Garden of Eden No. 7, 16/ 18 • _ ""'°''�➢ � s'•f I,i•' t --.. .. <,. .�.�I.,r,. <,..► - I i aru .,, — r,"—•s .j " SE.04TH:ST.. <µ:..JsaNZ-1.074 7 •1ns -i 3 S sa 9 et' \} l t Arc.rq<.,,,qr,'s�.00 ` I,,<f6 \'' ✓• f, i r/ 1. REN SNPI I -��b 3 `•�l ky : ' • / " . /.r.x f,4 r 081-91 1 92120790 0 S r p•. L ` 1 / I �I� .,w r..-.- -, =ter L- �.d,e ` r,i•tit1 - .b ♦1..• ., sat,r i...r< first • Z 'Ng .. 1 ✓C �,/ J. ' 721r-r . 0 F v • A a 1 f' Lo��O2 p-O a : �1 s ,,;,� c II a sP„3s 6 %I " • 3 -- - C ,c�fr. © • /LDT 2 ySeo° > V 3 y 7 9 ' o w N 7 . , - I / A M B 7 - J 1 / t 1/4 c, ,, . o,, 1,.. '�• ,r I� 2,<..> .w ,N✓Aft.4z1r i:I .3 SE.007H.ST. . , Vt."'1. VI z , lt ? 5, }ff�f. „^ \ 00,4 en i�2 ` }`,> W w � ow C �' a., tP�. a J, wr« _i.. ¢ rs 1 •. 1:1 Y. i\r\... �y 01 1 i 0 2 .. W LUA-99-1•9-LLA a000112900at pad j , OK.P I . J va, �'n 1 PLL E , ZD� r,. ..Nsq f s . � S '" �K: .. . �:. 1Ftw� er< S• a n; 3U • 3e13," e \ X CW �, . e nm, a z, "z r' PCL C � ,124 . "..'' ap _ � 1_, -e,,cl � 4 `s`'uq, ! �. " �,"tL Js .. m ,.,,o. s F �� 1 ... .,..„,_ A " % SE:' 88T -w«en.= I Rs m3s- .. ",AAt.. 131"2 s«-rrnc-./<wt 77:4. 11AI' RDA,.,, I I I • • M I - - ' r p I O • WHEN RECORDED RETURN TO: 0 Warren, Kellogg, Barber, Dean & Fontes, P.S. o Attorneys at Law P.O. Box 626 • .. .. Renton, WA 98057 . * QUIT CLAIM DEED m WALTER S. FARR, whose wife is MYRTLE I. FARR, for and in tj • consideration of love and affection, husband to wife, conveys and quit claims to MYRTLE I. FARR, as her separate estate, the following o m described real estate, situated in King County, State of Washington, 0 together with all after acquired title of the Grantor therein: to CI • CD Lot 7, Block 3, C.D. Hillman's Lake Washington Garden of Eden m No. 7, in King County, Washington. ., . w W Dated: June 1 , , 1994. O d" Walter S. Farr by -Y39.7�[ 9• 4/a4-- m Farr, • his attorney-in-fact • i STATE OF WASHINGTON ) • ) as COUNTY OF KING ) • I certify that I know or have satisfactory evidence that Myitle I. Farr is the person who appeared before me, and who signed this instrument, on oath stated that she was authorized to execute the instrument and acknowledged it as the attorney-in-fact of Walter S. • Farr, to be the free and voluntary act of such party for the uses and purposes mentioned in the instrument. • Dated: June !C , 1994. . i) ' �,.` J.Alp ',, No ary Publi in andV tat of oH �'R�' or e Washington, siding at . o s+oT►R� l - My appointment expires: oVZ`! s �,,, 2"6,� :dk Pamela Rigney v uAar, C ((05: D • PAG 00't WC Ice 61SC73b W'O)9+Q11 W O0ltti80 8920-2290t6 1111 i .:a Filed for Record at Request of: King County Water District No. 107 7415 129th S.E. . Renton, WA 98056 ' NOTICE OF ADOPTION OF WATER AND SEWER LOCAL FACILITIES CONNECTION CHARGE • King County Water District No. 107,King County,Washington•.,hereby gives notice of p the adoption of certain water and sewer local facility connection charges pursuant to Resolution No. 1373 adopted by the Board of Commissioners on January 27, 1993 applicable to the areas N shown on the map attached hereto as Exhibit A. O tr c VICTOR CARPINE,Secretary a•: �r Board of Commissioners King County Water District No. 107 i ? • 4,• . • • 6 • rj 8 i Ili F:DMS\JWM\0026045.0I 02/24/93 _ . . • . r C IIII ' . 1 I • ..- •-.... ... . I........•A. 11+41• 0 ‘.. ..--•-•......-..'..-j ‘, __ "'" all jAfri Art 41r / I if/ i --- . 761"1.;4)1' • .11 lif • • ' ' . . . J1T37.-`717' r :KING COUNTY WATER ---- i - ::. . : 7 . DISTRICT NO. 107 BOUNDARY . ./ i 1 I 1..---- . fil ;ft..111-1P3. / ilrik 11. ••• ••• it .i . 41 L-like : • ; .1 ...--- ... ' - i fi:I A 1 11 -? - 4- a .....-- , u-) _.....- Wil t:iV)ItV • ... • I _ crs — .4i. i a -a- '''.:- rf. 3 ...0 ,,,...,-‘ .... ri Al i . . 411190s, --• ' -•`.' .' IA- : 4 ..... •61101,11:11t.''.. .. ‘,1111. 's 11 •.. ai -•• 5 prN. . . , ., • .• ".• . • - . . A , 1 __. L••••?' 4 • • I , KING COUN TY IgHi) g,..04.....v.I.4 c..ewatlaa EXHIBIT A . Plaulata 1111]WATER DISTRICT ,...„.... A....,....c..,.., tar,.....en-ass,.. VICINITY MAP c==7 NUNIDEPI 107 • ISOUTIAI.D.Is HO. .11 •1., P 1. ',in I,'''' 4.,,..q...t..-- S .''''' '7'. '...:;I:17iirt.:37141. '..1. , ,, ;.--& 0:' ....dr.......!•*T.I. ......,:..1-...m../1:• 'V.,-. { Return Address: City Clerk's Office City of Renton 1055 South Grady Way Renton, WA 98055 DEED OF DEDICATION Property Tax Parcel Number: 334570-0135-01 Project File#:LUA 02-086 Street Intersection: ELSA RIDGE Reference Number(s)of Documents assigned or released:Additional reference numbers are on page . Grantor(s): Grantee(s): 1. CAMBRIDGE HOMES 1. City of Renton,a Municipal Corporation 2. BANK OF AMERICA LEGAL DESCRIPTION DEED OF DEDICATION TO THE CITY OF RENTON OVER A PORTION OF LOT 5 CITY OF RENTON SHORT PLAT NO. 02-086, A V RE€ORDINQs-ls[4 . -.dr" ates to the Grantee(s)as n. ritten below. lbow gao 3 cste oil 1.1 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: Hfomms/xxxFRM/AGREE/DEED-DEDICATION.DOC\MSOffice Page 1 FORM 04 0001/bh Form 84 0001/bh IN WITNESS WHEREOF,I have hereunto set my hand and seal the day and year as written below. INDIVIDUAL 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 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 signed this instrument,on oath stated that he/she/they was/were authorized to execute the instrument and 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. Notary Public in and for the State of Washington Notary(Print) My appointment expires: Dated: CORPORATE FORM OF ACKNOWLEDGMENT Notary Seal must be within box STATE OF WASHINGTON )ss COUNTY OF 5.ING voy tin tins _02 M.,day of rg.e..„4.• ,49 ,before me personally appeared VELTA M. STROMBERG, to me known to STATE OF WASHINGT§ ` l of the corporation that c muted a within instrument,and acknowledge the said instrument to be the free NOTARY—•—PUBS volu nary act and deed of said corporation,for the uses and purposes therein mentioned,and each on oath stated that he/she was authorized to execute said MY COMMISSION EXPIRES R?sPia.Ve it and t the seal affixed is the corporate seal of said corporation. Notary Public in and for the State of Washington Notary(Print) V E I-.r4 in • 6-r, My appointment expires: a Dated: -/4-es� PWE0013.doc\ Page 3 FORM 03 0013/bh/CA2-21-97 • EXHIBIT"A" LEGAL DESCRIPTION THAT PORTION OF LOT 5 CITY OF RENTON SHORT PLAT NO. 02-086, A- �. . DESCRIBED AS FOLLOWS; COMMENCING AT THE NORTHEAST CORNER OF SAID LOT 5; THENCE SOUTH 0139'47" WEST ALONG THE EAST LINE OF SAID LOT 5 A DISTANCE OF 45.04 FEET TO THE TRUE POINT OF BEGINNING; THENCE ALONG A SOUTHWESTERLY CURVE, HAVING A RADIUS OF 15.00 FEET, THROUGH A CENTRAL ANGLE OF 89 50'19" AN ARC DISTANCE OF 23.52 TO A POINT ON THE SOUTH LINE OF SAID LOT 5; THENCE SOUTH 8829'54" EAST ALONG SAID SOUTH LINE A DISTANCE OF 14.96 FEET TO THE SOUTHEAST CORNER OF SAID LOT 5; THENCE NORTH 0139'47" EAST ALONG THE EAST LINE OF SAID LOT 5 A DISTANCE OF 14.96 FEET TO THE POINT OF BEGINNING. CONTAINING AN AREA OF 48 SQUARE FEET. E. MO% 4O c OF WAS/y7'S I (*c7. t. I • 1.55 •'p4 4i1RfCISTER�. • 4� `I"NAL LA10 • EXPI;ES: 3/18/05 SW 1/4, NE 1/4, SEC. 32, TWP. 24N., RGE. 5E., W.M. DEDICATION CITY OF RENTON, COUNTY OF KING, STATE OF WASHINGTON LEGAL EXHIBIT DWN. BY: DATE: JOB NO. 4030 Lake Washington Fi ETERSON Blvd. N.E.,Suite 200 AWG 12-23-03 CAMB-0001 CONSULTINGI Kirkland, WA 98033 Tel (425)827-5874 CHKD. BY: SCALE.' Fax (425) 822-7216 REM AS SHOWN MAP EXHIBIT _� 29 28 3211733 I 1 2 f W 4 Z 3 � 1 ci Q R=15.00 Z 0 25 50 L=23.52 J 1 I I a89. 50'19" O SCALE IN FEET J 3 I of `"II 6 N 4 E. MORRj k Ifi ' �',, 5 •• p�j o '��E OF WAS%/,y.s i ! :::-..,;),• . C.'S 1- . .*:',°- frt. • L 1 14.96 S8829'54"E L2 14.96 N0139'47E • , . `%II ' • <__,,,t, 7 Li �' 3 555 ••;'4 NE38THST ° ,,•R,GsiT .••,,`,v , r °NALLAO I ' I EXP •ES: 3/18/05 /11 DEDICATION SW 1/4, NE 1/4, SEC. 32, TWP. 24N., RGE. 5E., W.M. LEGAL EXHIBIT al DWN. BY: DATE: JOB NO. p4030ETERS0N Lake Washington Blvd. N.E.,Suite 200 A WG 12-23-03 CAMB-0001 ONSULTING Kirkland, WA 98033 Tel(425)827-5874 CHKD. BY: SCALE: I N G I N [ E R S Fax (425) 822-7216 ' REM AS SHOWN l Return Address: City Clerk's Office City of Renton 1055 South Grady Way Renton, WA 98055 Title: 20'UTILITIES EASEMENT Property Tax Parcel Number: 334570-0135-01 Project File#:LUA 02-086 Street Intersection or Project Name:ELSA RIDGE Reference Number(s)of Documents assigned or released: Additional reference numbers are on page . Grantor(s): Grantee(s): 1. CAMBRIDGE HOMES 1. City of Renton,a Municipal Corporation 2. BANK OF AMERICA Additional legal is on page of document. (Abbreviated legal description MUST go here) LEGAL DESCRIPTION: 20'UTILITIES EASEMENT GRANTED TO THE CITY OF RENTON OVER A PORTION OF LOTS 1,2 3, AND 4 CITY OF RENTON SHORT PLAT NO. 02-086, AS RECORDED UNDER KING COUNTY RECO)HING NO. 20 FT UTILITIES.doc\ Page 1 FORM 03 0013/bh/CA2-21-97 Y I That said Grantor(s),for and in consideration of mutual benefits,do by these presents,grant,bargain,sell, convey,and warrants unto the said Grantee,its successors and assigns,an easement for public utilities(including water,wastewater,and surface water)with necessary appurtenances over,under,through,across and upon the following described property(the right-of-way)in King County,Washington,more particularly described on page 1. (or if full legal is not on page 1--Exhibit A.) For the purpose of constructing,reconstructing,installing,repairing,replacing,enlarging,operating and maintaining utilities and utility pipelines,including,but not limited to,water,sewer and storm drainage lines, together with the right of ingress and egress thereto without prior institution of any suit or proceedings of law and without incurring any legal obligation or liability therefor. Following the initial construction of its facilities, Grantee may from time to time construct such additional facilities as it may require. This easement is granted subject to the following terms and conditions: 1. The Grantee shall,upon completion of any work within the property covered by the easement,restore the surface of the easement,and any private improvements disturbed or destroyed during execution of the work,as nearly as practicable to the condition they were in immediately before commencement of the work or entry by the Grantee. 2. Grantor shall retain the right to use the surface of the easement as long as such use does not interfere with the easement rights granted to the Grantee. Grantor shall not,however,have the right to: a. Erect or maintain any buildings or structures within the easement;or b. Plant trees,shrubs or vegetation having deep root patterns which may cause damage to or interfere with the utilities to be placed within the easement by the Grantee;or c. Develop,landscape,or beautify the easement area in any way which would unreasonably increase the costs to the Grantee of restoring the easement area and any private improvements therein. d. Dig,tunnel or perform other forms of construction activities on the property which would disturb the compaction or unearth Grantee's facilities on the right-of-way,or endanger the lateral support facilities. e. Blast within fifteen(15)feet of the right-of-way. This easement shall run with the land described herein,and shall be binding upon the parties,their heirs, successors in interest and assigns. Grantors covenant that they are the lawful owners of the above properties and that they have a good and lawful right to execute this agreement. 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. IN WITNESS WHEREOF,said Grantor has caused this instrument to be executed this/a day of r 20 1- 17/-om^' II 20 FT UTILITIES.doc\ Page 2 FORM 03 0013/bh/CA2-21-97 !: Ill 1. Form 84 0001/bh IN WITNESS WHEREOF,I have hereunto set my hand and seal the day and year as written below. INDIVIDUAL 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 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 signed this instrument,on oath stated that he/she/they was/were authorized to execute the instrument and 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. I Notary Public in and for the State of Washington Notary(Print) My appointment expires: Dated: CORPORATE FORM OF ACKNOWLEDGMENT Notary Seal must be within box STATE OF WASHINGTON )ss COUNTY OFIiING ) a a osi day of 4�,Q,• ,49 ,before me personally appeared VELTA M.STROMBERG 1 . j / • to me known to be , . _ _� of the corporation that STATE OF WASHINGT�• ted 1 -/ithin instrument,and acknowledge the said instrument to be the free NOTARY—•—PUdievolu . act and deed of said corporation,for the uses and purposes therein mention., and each on oath stated that he/she was authorized to execute said MY COMMISSION EXPIRES iTtailai n and t he seal affixed is the corporate seal of said corporation. 'J2 ) , ��� Notary Public in and for the State of Washington Notary(Print) V/ -r/t h1 • 6-7 q o NI if 0 it G My appointment expires: /S/a 7 Dated: 4--iA- a sf 20 FT UTILITIES.doc\ Page 3 FORM 03 0013/bh/CA2-21-97 EXHIBIT'A" LEGAL DESCRIPTION A PORTION OF LOTS 1, 2, 3 AND 4 OF CITY OF RENTON SHORT PLAT NO. 02-086 RECORDED UNDER KING COUNTY RECORDING NO. DESCRIBED AS FOLLOWS: THE SOUTH 10.00 FEET OF SAID LOT 1; TOGETHER WITH THE NORTH 10.00 FEET OF SAID LOT 4; TOGETHER WITH THE SOUTH 10.00 FEET OF THE EAST 10.00 FEET OF SAID LOT 2; TOGETHER WITH THE NORTH 10.00 FEET OF THE EAST 10.00 FEET OF SAID LOT 3; CONTAINING AN AREA OF 2, 217 SQARE FEET. o� g. Monks nt wt*0 %;AS;.,* • • .SF 0 . • . r i,- . 311.5 .*; y PtcisT,R`P www 1 ANAL LAIC• �' I a EXPI'ES: 3/18/05 SW 1/4, NE 1/4, SEC. 32, TWP. 24N., RGE. 5E., W.M. UTILITY EASEMENT CITY OF RENTON, COUNTY OF KING, STATE OF WASHINGTON LEGAL EXHIBIT DWN. BY: DATE: JOB NO. ETERSON 4030 Lake Washington Blvd. N.E., Suite 200 AWG 12-23-03 CAMB-0001 CONSULTING Kirkland, WA 98033 Tel (425) 827-5874 CHKD. BY' SCALE: ENGINEERS Fax (425) 822-7216 REM AS SHOWN Return Address: City Clerk's Office City of Renton 1055 South Grady Way Renton, WA 98055 Title: 10'UTILITIES EASEMENT Property Tax Parcel Number: 334570-0135-01 Project File#:LUA 02-086 Street Intersection or Project Name:ELSA RIDGE Reference Number(s)of Documents assigned or released: Additional reference numbers are on page _ Grantor(s): Grantee(s): 1. CAMBRIDGE HOMES 1. City of Renton,a Municipal Corporation 2. BANK OF AMERICA Additional legal is on page of document. (Abbreviated legal description MUST go here.) LEGAL DESCRIPTION: 10' UTILITIES EASEMENT GRANTED TO THE CITY OF RENTON OVER A PORTION OF LOTS 1, 4, AND 5 CITY OF RENTON SHORT PLAT NO. 02-086, AS RECORDED UNDER KING COUNTY RECORDING NO. 10 FT UTILITIES.doc\ Page 1 FORM 03 0013/bh/CA2-21-97 it I MAP EXHIBIT — —i 29 28 — — — — 32 33 tII� I 2 1 20' 10' 10' Wt t t Z 0 I 25 50 3 lo' j l SCALE IN FEET ' ? 41q11/ RN. U E. MORRf 4p 'pF WASF/r SS s J •'°••y I Y 6 s- 5 /� Ii ,, '',I '•55 •�.4 % 4-GI TEREs)• •ty 0 ' ONAL LATE I ��p EXPIRES: 3/18/05 li�� NE 38TH ST UTILITY EASEMENT SW 1/4, NE 1/4, SEC. 32, TWP. 24N., RGE. 5E., W.M. LEGAL EXHIBIT DWN. BY: DATE: JOB NO. ETERSON 4030 Lake Washington Blvd. N.E.,Suite 200 AWG 12-23-03 CAMB-0001 CONSULTING Kirkland, WA 98033 Tel (425) 827-5874 CHKD. BY' SCALE.' ENGINEERS Fax (425) 822-7216 REM AS SHOWN r � That said Grantor(s),for and in consideration of mutual benefits,do by these presents,grant,bargain,sell, convey,and warrants unto the said Grantee,its successors and assigns,an easement for public utilities(including water,wastewater,and surface water)with necessary appurtenances over,under,through,across and upon the following described property(the right-of-way)in King County,Washington,more particularly described on page 1. (or if full legal is not on page 1--Exhibit A.) For the purpose of constructing,reconstructing,installing,repairing,replacing,enlarging,operating and maintaining utilities and utility pipelines,including,but not limited to,water,sewer and storm drainage lines, together with the right of ingress and egress thereto without prior institution of any suit or proceedings of law and without incurring any legal obligation or liability therefor. Following the initial construction of its facilities, Grantee may from time to time construct such additional facilities as it may require. This easement is granted subject to the following terms and conditions: 1. The Grantee shall,upon completion of any work within the property covered by the easement,restore the surface of the easement,and any private improvements disturbed or destroyed during execution of the work,as nearly as practicable to the condition they were in immediately before commencement of the work or entry by the Grantee. 2. Grantor shall retain the right to use the surface of the easement as long as such use does not interfere with the easement rights granted to the Grantee. Grantor shall not,however,have the right to: a. Erect or maintain any buildings or structures within the easement;or b. Plant trees,shrubs or vegetation having deep root patterns which may cause damage to or interfere with the utilities to be placed within the easement by the Grantee;or c. Develop,landscape,or beautify the easement area in any way which would unreasonably increase the costs to the Grantee of restoring the easement area and any private improvements therein. d. Dig,tunnel or perform other forms of construction activities on the property which would disturb the compaction or unearth Grantee's facilities on the right-of-way,or endanger the lateral support facilities. e. Blast within fifteen(15)feet of the right-of-way. This easement shall run with the land described herein,and shall be binding upon the parties,their heirs, successors in interest and assigns. Grantors covenant that they are the lawful owners of the above properties and that they have a good and lawful right to execute this agreement. 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. IN WITNESS WHEREOF,said Grantor has caused this instrument to be executed this/A day of it/ 20 e 10 FT UTILITIES.doc\ Page 2 FORM 03 0013/bh/CA2-21-97 t • Form 84 0001/bh IN WITNESS WHEREOF,I have hereunto set my hand and seal the day and year as written below. INDIVIDUAL 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 _ 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 I' signed this instrument,on oath f stated that he/she/they was/were authorized to execute the instrument and 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. Notary Public in and for the State of Washington Notary(Print) My appointment expires: Dated: CORPORATE FORM OF ACKNOWLEDGMENT Notary Seal must be within box STATE OF WASHINGTON )ss rill TMTV OF KING ) A.90174 On this/� i day of p �,61.,• -tr ,before me personally appeared VELTA M.STROMBERG , ,zir l-EG -GLi to me known to STATE OF WASHINGTON 4.�G,=4 of the corporation that executed fie within instrument,and acknowledge the said instrument to be the free NOTARY—•—PUB��voluitary act and deed of said corporation,for the uses and purposes therein MY COMMISSION EXPIRES na -il � ,and each on oath stated that he/she was authorized to execute said inet1 rnm=*�and th the seal affixedis the corporate seal of said corporation. Notary Public in and for the State of Washington Notary(Print) VO t-T 4 /VI • 6 rq v m A A4 G My appointment expires: a /I/a 7 Dated: —/,,3-o ye 10 FT UTILITIES.doc\ Page 3 FORM 03 0013/bh/CA2-21-97 3 1 I I it EXHIBIT'A" LEGAL DESCRIPTION A PORTION OF LOTS 1, 4 AND 5 OF CITY OF RENTON SHORT PLAT NO. 02-086 RECORDED UNDER KING COUNTY RECORDING NO. , DESCRIBED AS FOLLOWS; THE EAST 10.00 FEET OF SAID LOT 1; TOGETHER WITH THE EAST 10.00 FEET OF SAID LOT 4; TOGETHER WITH THE FOLLOWING DESCRIBED PORTION OF SAID LOT 5; BEGINNING AT THE NORTHEAST CORNER OF SAID LOT 5; THENCE SOUTH 0139'47" WEST ALONG THE EASTERLY LINE THEREOF A DISTANCE OF 45.04 FEET TO A POINT OF CURVATURE;; THENCE ALONG A SOUTHWESTERLY CURVE, HAVING A RADIUS OF 15.00 FEET, THROUGH A CENTRAL ANGLE OF 70 31'44" AN ARC DISTANCE OF 18.46; THENCE NORTH 01 39'47" EAST A DISTANCE OF 59.16 FEET TO THE NORTH LINE OF SAID LOT 5; THENCE SOUTH 88 29'54" EAST ALONG SAID NORTH LINE TO THE POINT OF BEGINNING. CONTAINING AN AREA OF 2,057 SQUARE FEET. O`L E. Molo .....• • 'Q•���'pF WASH1A+C�s . t, T . • 3•55 •.+'e.•.. ,��. .REe TEF60�•'� Q "ANAL LAND /1 *,ti`\EXPIRES: 3/18/05 Y IDY SW 1/4, NE 1/4, SEC. 32, TWP. 24N., RGE. 5E., W.M. UTILITY EASEMENT CITY OF RENTON, COUNTY OF KING, STATE OF WASHINGTON LEGAL EXHIBIT DWN. BY: DATE: JOB NO. ETERSON 4030 Lake Washington Blvd. N.E.,Suite 200 A WC 12—23—03 CAMB—0001 CONSULTING Kirkland, WA 98033 ENGINEERS Tel(425)827-5874 CHKD. BY. SCALE: Fax(425)822-7216 REM AS SHOWN f 1 r MAP EXHIBIT — — 29 28 32 33 I . , ::Sii(): t ,• 1 2 0 Z 0 25 50 3 4 j l I SCALE IN FEET i" 10' L ,_, CK O 1Y "II 4 E. MORRf Li S88 29'54'E 10.00' 4� "pF"wA . S` Ll --..I .,*4.?':c (*.'4'., 6');• . 1 i '. s 5 0 91 ?-3r '1.R=15.00 n (4 10 3 1,5 L=18.46 ES cis ::%s^�` A g =7031'44" AL LA>� iii4 EXPIR S: 3/18/05 E NE38THST UTILITY EASEMENT SW 1/4, NE 1/4, SEC. 32, TWP. 24N., RGE. 5E., W.M. LEGAL EXHIBIT DWN. BY: DATE: JOB NO. I. CONSULTING Kirkland, WA98033 Tel (425) 827-5874 CHKD. BY' SCALE: ENGINEERS Fax (425) 822-7216 REM AS SHOWN Return Address: City Clerk's Office City of Renton 1055 South Grady Way Renton,WA 98055-3232 Title: EASEMENT FOR Property Tax Parcel Number: 334570-0135-01 EMERGENCY ACCESS Project File#:LUA 02-086 Street Intersection or Project Name:ELSA RIDGE Grantor(s): Grantee(s): 1.CAMBRIDGE HOMES 1. City of Renton,a Municipal Corporation 2.BANK OF AMERICA The Grantor,as named above,for or and in consideration of mutual benefits,hereby grants,bargains,sells and delivers to the above named Grantee,the following described property: Additional legal is on page of document. (Abbreviated legal description MUST go here.) LEGAL DESCRIPTION: EASEMENT FOR EMERGENCY ACCESS GRANTED TO THE CITY OF RENTON OVER A PORTION OF LOTS 1, AND 6 CITY OF RENTON SHORT PLAT NO. 02-086, AS RECORDED UNDER KING COUNTY RECORDING NO. That said Grantor(s),for and in consideration of mutual benefits,grant and conveys unto the said Grantee an easement for ingress and egress over,under,across and through the following described real property in King County,Washington: This easement shall run with the land described herein,and shall be binding upon the parties,their heirs, successors in interest and assigns. Grantors covenant that they are the lawful owners of the above properites and that they have a good and lawful right to execute this agreement. 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. d6 ,Grantor Grantor N:\Projects\CAMB0001\SV\survey\EMERG-ACCESS.doc 7/2003 bh Title: ACCESS EASEMENT Property Tax Parcel Number: Project File#:LUA 02-086 Street Intersection or Project Name:ELSA RIDGE INDIVIDUAL 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 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 signed this instrument,on oath stated that he/she/they was/were authorized to execute the instrument and 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. Notary Public in and for the State of Washington Notary(Print) My appointment expires: Dated: CORPORATE FORM OF ACKNOWLEDGMENT Notary Seal must be within box STATE OF WASHINGTON )ss COUNTY OF ACING G ) day of �ttf/' ,20 0 H,before me personally appeared VELTA M. STROMBRa.G..4, • f-+-48'l me known to be of the corporati in thaK executed the within instrument,and a owledge the said instrument STATE OF WASHINGTP the Tee and voluntary act and deed of said corporation,for the uses and NOTARY—•—Puovoses therein mentioned,and each on oath stated that he/she was authorized to execute said instrument and that the seal affixed is the corporate seal of said MY COMMISSION EXPIRES 4121401ati In•v :Ct& Notary Public in and for the State of Washington Notary(Print) VP-i-T A- M • 6 7g o Al R My appointment expires: A /g' /o y Dated: a- N:\Projects\CAMB0001\SV\survey\EMERG-ACCESS.doc 7/2003 bh • EXHIBIT"A" LEGAL DESCRIPTION A PORTION OF LOTS 5 AND 6 OF CITY OF RENTON SHORT PLAT NO. 02-086 RECORDED UNDER KING COUNTY RECORDING NO. DESCRIBED AS FOLLOWS;; COMMENCING AT THE THE SOUTHEAST CORNER OF SAID LOT 5; THENCE NORTH 8829'54" WEST ALONG THE SOUTH LINE OF SAID LOT 5 A DISTANCE OF 88.48 FEET TO THE TRUE POINT OF BEGINNING; THENCE NORTH 01'30'06" EAST A DISTANCE OF 22.00 FEET; THENCE NORTH 88'29'54" WEST A DISTANCE OF 27.00 FEET; THENCE SOUTH 01'30'06" WEST A DISTANCE OF 9.39 FEET; THENCE ALONG A CURVE HEADING SOUTHWESTERLY, SAID CURVE HAVING A RADIUS OF 20.00 FEET, A CENTRAL ANGLE OF 39'06'13" AND AN ARC DISTANCE OF 13.65 FEET, TO A POINT ON THE SOUTH LINE OF SAID LOT 6; THENCE SOUTH 88 29 54" EAST A DISTANCE OF 31.48 FEET TO THE POINT OF BEGINNING; CONTAINING AN AREA OF 612 SQUARE FEET. 4 s�OF WASII�N"lb RECI STEREO•* b ••••• AL LAND EXPI S: 3/18/05 SW 1/4, NE 1/4, SEC. 32, TWP. 24N., RGE. 5E., W.M. ACCESS EASEMENT CITY OF RENTON, COUNTY OF KING, STATE OF WASHINGTON LEGAL EXHIBIT DWN. BY: DATE: JOB NO. f 4030 Lake Washington ETERSON Blvd. N.E., Suite 200 AWG 12-23-03 CAMB-0001 CONSULTING Kirkland, WA 98033 Tel (425)827-5874 CHKD. BY: SCALE: ENGINEER ‘) Fax(425)822-7216 REM AS SHOWN • MAP EXHIBIT 28 I 32 33 I I 1 2 W Z 0 25 50 ;:%j 1 1 I ' 4 W I SCALE IN FEET 3 Q L1 NO1'30'06"E 22.00' L2 N8829'54"W 27.00' 0 ,1," ‘,,,/ L 3 S01 30'06"W 9.39' C) � • MORh'jS L4 S88 29'54'E 31.48' Z f wnsH/N, Cl L=13.65' R=20.00 I i; 6 �J d=39 06'13" • . ,� L2 q,'. ;1 55 •, V� L4 J 88.48' NA L LAN9 S8829'S4'E 1 .4p EXPI ES: 3/18/05 ��1p NE 38TH ST ACCESS EASEMENT SW 1/4, NE 1/4, SEC. 32, TWP. 24N., RGE. 5E., W.M. LEGAL EXHIBIT DWN. BY: DATE: JOB NO. ETERSON Lake WashingtonBlvd. N.E., Suite 200 AWC 122303 CAMB-0001 P4030 ONSULTING Kirkland, WA 98033 ENGINE L R ti Tel (425) 827-5874 CHKD. BY: SCALE: Fax(425)822-7216 REM AS SHOWN • L RETURN ADDRESS CITY CLERKS OFFICE CITY OF REN TON 1055 SOUTH GRADY WAY REN TON, WA 98055 Title: DEED OF DEDICATION Property Tax Parcel Number.- 334570-0135-01 Project File LND 20-0318 l s LUA 02-086 Street Intersection or Project Nome: ELSA RIDGE Reference Number(s)of Documents assigned or released: Additional reference numbers ore on page___. Gran tor(s).• Gran tee(s): 1. CAMBRIDGE HOMES 1. City of Renton, a Municipal Corporation 2. The Grantor,as named above, for or and in consideration of mu tual utual benefits, hereby grants, bargains, sells and delivers to the above named Grantee the following described personal property now located at: Additional legal is on page 4 LEGAL DESCRIP LION: DEED OF DEDICATION TO THE CITY OF REN TON OVER A PORTION OF L 0 T 5 CITY OF REN TON SHORT PLA T NO. 02—086, AS RECORDED UNDER KING COUNTY RECORDING NO. . e( 1.-)UlIghp(;- -4C1—C— MICROFILMED s �. That said Grantor(s), for and in consideration of mutual benefits,do by these presents, grant, bargain,sell, convey,and warrants unto the said Grantee, its successors and assigns,an easement for public utilities (including water,wastewater,and surface water)with necessary appurtenances over, under,through,across and upon the following described property(the right-of-way) in King County, Washington,more particularly described on page I. (or if full legal is not on page I-- Exhibit A.) For the purpose of constructing,reconstructing, installing,repairing,replacing,enlarging,operating and maintaining utilities and utility pipelines, including, but not limited to,water,sewer and storm drainage lines, 'together with the right of ingress and egress thereto without prior institution of any suit or proceedings of law and without incurring any legal obligation or liability therefor. Following the initial construction of its facilities, Grantee may from time to time construct such additional facilities as it may require. This easement is granted subject to the following terms and conditions: 1. The Grantee shall,upon completion of any work within the property covered by the easement,restore the surface of the easement,and any private improvements disturbed or destroyed during execution of the work,as nearly as practicable to the condition they were in immediately before commencement of the work or entry by the Grantee. 2 Grantor shall retain the right to use the surface of the easement as long as such use does not interfere with the easement rights granted to the Grantee. Grantor shall not,however,have the right to: a. Erect or maintain any buildings or structures within the easement;or b. Plant trees,shrubs or vegetation having deep root patterns which may cause damage to or interfere with the utilities to be placed within the casement by the Grantee;or c. Develop,landscape,or beautify the easement area in any way which would unreasonably increase the costs to the Grantee of restoring the easement area and any private improvements therein. d. Dig,tunnel or perform other forms of construction activities on the property which would disturb the compaction or unearth Grantee's facilities on the right-of-way,or endanger the lateral support facilities. e. Blast within fifteen(15)feet of the right-of-way. This easement shall run with the land described herein,and shall be binding upon the parties,their heirs, successors in interest and assigns. Grantors covenant that they are the lawful owners of the above properties and that they have a good and lawful right to execute this agreement. 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. TH IN WITNESS WHEREOF,said Grantor has caused this instrument to be executed this Zdday of r0W, 20 t7i ..../re,- - c}Amek/D1E htakS Ale . yINDIVIDUAL FORM OF ACKNOWLEDGMENT Notary Seal must be within box STATE OF WASI IINGTON )SS COUNTY OF KING ) 1 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: I:\Project Closeout\EASEMENT2003.D0C\ Page 2 FORM 03 0000/bh/CA2-06-2003 INDIVIDUAL FORM OF ACKNOWLEDGMENT Notary Seal must he 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 fret 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 signed this instrument,on oath stated that he/she/they was/were authorized to execute the instrument and 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. Notary Public in and for the State of Washington Notary(Print) My appointment expires: Dated: • ,CORPORATE FORM OF ACKNOWLEDGMENT Notary x' STAT OF WASHINGTON )ss VELTA M.STROMBERGUN Y OF KING p,/day of _ 20 a ,before me personally appeared STATE OF WASHINGT®R this NOTARY—•—PUB to me known to be of the corporation that the within instrument,and acknowledge the said instrument to be the free MY COMMISSION EXPIRES QP an vo untary act and deed of said corporation,for the uses and purposes therein mentioned,and each on oath stated that he/she was authorized to execute said instrument and that the seal affixed is the corporate seal of said corporation. )/1 / Notary Public in and for the State of Washington Notary(Print) V M • LST/ioin13 RG My appointment expires:_ A i$/s,7 Dated: l:AProject Closeout\EASEMENT2003.DOC\ Page 3 FORM 03 0000/b10(A2-0( 20n t EXHIBIT'A" LEGAL DESCRIPTION THAT PORTION OF LOT 5 CITY OF RENTON SHORT PLAT NO. 02-086, AS RECORDED UNDER KING COUNTY RECORDING NO. DESCRIBED AS FOLLOWS; COMMENCING AT THE NORTHEAST CORNER OF SAID LOT 5; THENCE SOUTH 0139'47" WEST ALONG THE EAST LINE OF SAID LOT 5 A DISTANCE OF 45.04 FEET TO THE TRUE POINT OF BEGINNING; THENCE ALONG A SOUTHWESTERLY CURVE, HAVING A RADIUS OF 15.00 FEET, THROUGH A CENTRAL ANGLE OF 89'50'19" AN ARC DISTANCE OF 23.52 TO A POINT ON THE SOUTH LINE OF SAID LOT 5; THENCE SOUTH 8829'54" EAST ALONG SAID SOUTH LINE A DISTANCE OF 14.96 FEET TO THE SOUTHEAST CORNER OF SAID LOT 5; THENCE NORTH 01'39'47" EAST ALONG THE EAST LINE OF SAID LOT 5 A DISTANCE OF 14.96 FEET TO THE POINT OF BEGINNING. CONTAINING AN AREA OF 48 SQUARE FEET v/1 'I E. MORI? .�OA. ' •t6 pF WASA0• s • i J ♦ •k \A LM 0 EXPI' S: 3/18/05 DEDICATION SW 1/4, NE 1/4, SEC. 32, TWP. 24N., RGE. 5E., W.M. LEGAL EXHIBIT DWN. BY:: DATE: JOB NO. Lake Washington ETERSON Blvd. N.E. Suite 200 AWG 122303 CAMB0001 p4030 ONSULTING Kirkland, WA98033 111 Tel(425)827-5874 CHKD. BY. SCALE: [ N C I N E [ R Fax(425)822-7216 REM AS SHOWN ' II MAP EXHIBIT 29 28 —Ili -IL 32 33 1 2 Z 4 3 � 1 ci Q R=15.00 0 25 50 L=23.52 J I I I �$9' 50'19" o SCALE IN FEET J 6 ; -n • �tE. n io 5 `O ��P•pF WASF�1••S L i 14.96 S88'29'54"E L2 14.96 N01'3947'E _ 11•8 361.PI, _ L1 55 •.� 0 NE 38TH ST R; STER��.• q ' AL LAW k 0 - i EXPIR S: 3/18/05 DEDICATION SW 1/4, NE 1/4, SEC. 32, TWP. 24N., RGE. 5E., W.M. LEGAL EXHIBIT DWN. BY: DATE: JOB NO. DO ETERSON 4030 Lake Washington Blvd. N.E.,Suite 200 A WG 12-23-03 CAMB-0001 CONSULTING Kirkland, WA 98033 CHKD. BY. SCALE: Tel(425)827-5874 Fax(425)822-7216 REM AS SHOWN RETURN ADDRESS CITY CLERKS OFFICE CITY OF RENTON 1055 SOUTH GRADY WAY RENTON, WA 98055 Title: 20' UTILITIES EASEMENT Property Tax Parcel Number: 334570-0135-01 Project File / LND 20-0318 Street Intersection or Project Nome: ELSA RIDGE LUA 02-086 Reference Number(s)of Documents assigned or released: Additional reference numbers ore on page___. Gran tor(s).• Gran tee(s): 1. CAMBRIDGE HOMES 1. City of Renton, a Municipal Corporation 2. The Grantor,as named above, for or and in considerationof mutual benefits, hereby grants, bargains, sells and delivers to the above named Grantee the following described personal property now located at: Additional legal is on page 4 LEGAL DESCRIP 1/ON:: 20' UTILITIES EASEMENT GRANTED TO THE CITY OF RENTON OVER A PORTION OF LOTS 1, 2 3, AND 4 CITY OF RENTON SHORT PLA T NO. 02-086, AS RECORDED UNDER KING COUNTY RECORDING NO. That said Grantor(s),for and in consideration of mutual benefits,do by these presents,grant, bargain,sell, convey,and warrants unto the said Grantee, its successors and assigns,an easement for public utilities (including water,wastewater,and surface water)with necessary appurtenances over, under,through,across and upon the following described property(the right-of-way) in King County, Washington,more particularly described on page 1. (or if full legal is not on page 1-- Exhibit A.) For the purpose of constructing,reconstructing, installing,repairing,replacing,enlarging,operating and maintaining utilities and utility pipelines, including, but not limited to, water,sewer and storm drainage lines, together with the right of ingress and egress thereto without prior institution of any suit or proceedings of law and without incurring any legal obligation or liability therefor. Following the initial construction of its facilities, Grantee may from time to time construct such additional facilities as it may require. This easement is granted subject to the following terms and conditions: I. The Grantee shall,upon completion of any work within the property covered by the easement,restore the surface of the easement,and any private improvements disturbed or destroyed during execution of the work,as nearly as practicable to the condition they were in immediately before commencement of the work or entry by the Grantee. 2 Grantor shall retain the right to use the surface of the easement as long as such use does not interfere with the casement rights granted to the Grantee. Grantor shall not,however,have the right to: a. Erect or maintain any buildings or structures within the easement;or b. Plant trees,shrubs or vegetation having deep root patterns which may cause damage to or interfere with the utilities to be placed within the casement by the Grantee;or c. Develop,landscape,or beautify the easement area in any way which would unreasonably increase the costs to the Grantee of restoring the easement area and any private improvements therein. d. Dig,tunnel or perform other forms of construction activities on the property which would disturb the compaction or unearth Grantee's facilities on the right-of-way,or endanger the lateral support facilities. e. Blast within fifteen(15)feet of the right-of-way. This easement shall run with the land described herein,and shall be binding upon the parties,their heirs, successors in interest and assigns. Grantors covenant that they are the lawful owners of the above properties and that they have a good and lawful right to execute this agreement. 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. rK IN WITNESS WHEREOF,said Grantor has caused this instrument to be executed this day of S A t/J, 20 041. CAM/3/2/De E /-/d vvl.iaS /2/ INDIVIDUAL 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 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: 1, I:\Project Closeout\EASEMENT2003.DOC\ Page 2 FORM 03 0000/bh/CA2-06-2003 i iI • INDIVIDUAL FORM OF ACKNOWLEDGMENT Notary Seal must he 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 signed this instrument,on oath stated that he/she/they was/were authorized to execute the instrument and 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. Notary Public in and for the State of Washington Notary(Print) My appointment expires: Dated: CORPORATE FORM OF ACKNOWLEDGMENT Notary Seal must be within box STATE OF WASHINGTON )ss �I COUNTY OF KING VELTA M.STROMBEM is, 0 Ll i day of ,200/ ,before me personally appeared STATE OF WASHING _ to me known to be _ of the corporation that NOTARY—•—PUB��'ecuted the within instrument,and acknowledge the said instrument to be the free MY COMMISSION EXPIRES VA icy act and deed of said corporation,for the uses and purposes therein mtodnnri,and each on oath stated that he/she was authorized to execute said instrument and that the seal affixed is the corporate seal of said corporation. Notary Public in and for the State of Washington Notary (Print) t/ 1..1'A /V1• b?RoM 5p & My appointment expires: a/sr/O?' Dated: (:\Project Closeout\EASEMENT2003.IXX:\ Page 3 FORM 03 0000/bh/CA2-06-2003 I EXHIBIT"A" LEGAL DESCRIPTION A PORTION OF LOTS 1, 2, 3 AND 4 OF CITY OF RENTON SHORT PLAT NO. 02-086 RECORDED UNDER KING COUNTY RECORDING NO. DESCRIBED AS FOLLOWS: THE SOUTH 10.00 FEET OF SAID LOT 1; TOGETHER WITH THE NORTH 10.00 FEET OF SAID LOT 4; TOGETHER WITH THE SOUTH 10.00 FEET OF THE EAST 10.00 FEET OF SAID LOT 2; TOGETHER WITH THE NORTH 10.00 FEET OF THE EAST 10.00 FEET OF SAID LOT 3; CONTAINING AN AREA OF 2, 217 SQARE FEET. 4°,��of•wa`ssy JS.P • • L' - "46 I. .33 55 •`. k`.; GISTER�. SAL LAr. O k y EXPIRES: 3/18/05 \ ♦ ♦♦♦♦♦♦♦♦♦ iiviiiiiii/hwyiiivi/Ill UTILITY EASEMENT SW 1/4, NE 1/4, SEC. 32, TWP.24N., RGE. 5E., W.M. LEGAL EXHIBIT DWN. BY:: DATE: JOB NO. 4030 Lake Washington ETE RSO N Blvd.N.E.,Suite 200 A WG 12-23—03 CAMB—0001 CONSULTING Kirkland,WA 98033 Tel(425)827-5874 CHKD. BY: SCALE: ti c, I [ [ R Fax(425)822-7216 REM AS SHOWN I MAP EXHIBIT _ 29 28 32 33 -- :;;;%.itJ-1 " t i J 1 2 1 20' 10' 10 —my f t W 0 25 50 } I 1 I 70' W I SCALE IN FEET 3 4 Q 0 _ 0 E. �o. ' 2 1 4.;c:a WAs 4•. J •5' k • 1 , I, 6 gip e` 5 �,, f $ %., \pi 1'5 I AL LI. j ii``a.EXPIRES: ...3/;8/05a......rrid''\ NE 38TH ST ' UTILITY EASEMENT SW 1/4, NE 1/4, SEC. 32, TWP. 24N., RGE. 5E., W.M. LEGAL EXHIBIT DWN. BY:: DATE: JOB NO. Lake Washington ETERSON Blvd_ N.E.,Suite 200 AWO 12-23-03 CAMB-0001 P4030 ONSULTING Kirkland, WA 98033 Tel(425)827-5874 CHKD. BY' SCALE: I \ (, I \ I [ R Fax(425)822-7216 REM AS SHOWN RETURN ADDRESS CITY CLERKS OFFICE CITY OF RENTON 1055 SOUTH GRADY WAY RENTON, WA 98055 Title: 10' UTILITIES EASEMENT Property Tax Parcel Number: 334570-0135-01 Project File LND 20-0318 ,f. LUA 02-086 Street Intersection or Project Nome: ELSA RIDGE Reference Number(s)of Documents assigned or released: Additional reference numbers ore on page___. Grantor(s): Gran tee(s): 1. CAMBRIDGE HOMES 1. City of Renton, a Municipal Corporation 2. The Grantor,as named above, for or and in considerationof mutual benefits, hereby grants, bargains, sells and delivers to the above named Grantee the following described personal property now located at: Additional legal is on page 4 LEGAL DESCRIPTION: 10' UTILITIES EASEMENT GRANTED TO THE CITY OF RENTON OVER A PORTION OF LOTS 1, 4, AND 5 CITY OF RENTON SHORT PLAT NO. 02-086, AS RECORDED UNDER KING COUNTY RECORDING NO. . i • • That said Grantor(s), for and in consideration of mutual benefits,do by these presents,grant, bargain,sell, convey,and warrants unto the said Grantee, its successors and assigns,an easement for public utilities (including water,wastewater,and surface water)with necessary appurtenances over, under,through,across and upon the following described property(the right-of-way)in King County, Washington,more particularly described on page 1. (or if full legal is not on page I-- Exhibit A.) For the purpose of constructing,reconstructing, installing,repairing,replacing,enlarging,operating and maintaining utilities and utility pipelines, including,but not limited to, water,sewer and storm drainage lines, together with the right of ingress and egress thereto without prior institution of any suit or proceedings of law and without incurring any legal obligation or liability therefor. Following the initial construction of its facilities, Grantee may from time to time construct such additional facilities as it may require. This easement is granted subject to the following terms and conditions: 1. The Grantee shall,upon completion of any work within the property covered by the easement,restore the surface of the easement,and any private improvements disturbed or destroyed during execution of the work,as nearly as practicable to the condition they were in immediately before commencement of the work or entry by the Grantee. 2 Grantor shall retain the right to use the surface of the casement as long as such use does not interfere with the easement rights granted to the Grantee. Grantor shall not,however,have the right to: a. Erect or maintain any buildings or structures within the easement;or b. Plant trees,shrubs or vegetation having deep root patterns which may cause damage to or interfere with the utilities to be placed within the easement by the Grantee;or c. Develop,landscape,or beautify the easement area in any way which would unreasonably increase the costs to the Grantee of restoring the easement area and any private improvements therein. d. Dig,tunnel or perform other forms of construction activities on the property which would disturb the compaction or unearth Grantee's facilities on the right-of-way,or endanger the lateral support facilities. e. Blast within fifteen(15)feet of the right-of-way. This easement shall run with the land described herein,and shall be binding upon the parties,their heirs, successors in interest and assigns. Grantors covenant that they are the lawful owners of the above properties and that they have a good and lawful right to execute this agreement. 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. T� IN WITNESS WHEREOF,said Grantor has caused this instrument to be executed this(.Vday of PIN 20 d`/ £/✓1 l3 21 DU a i-to VIA 5 nrC. / INDIVIDUAL 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 signed this instrument and acknowledged it to be his/her/their free and voluntary act for the uses and purposes mentioned in the instrument F Notary Public in and for the State of Washington Notary(Print) My appointment expires: Dated: I:\Project Closeout\EASEMENT2003.DOC\ Page 2 FORM 03 0000fbh/CA2-06-2003 INDIVIDUAL FORM OF ACKNOWLEDGMENT Notary Seal must he 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 signed this instrument,on oath .- stated that he/she/they was/werc authorized to execute the instrument and 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. Notary Public in and for the State of Washington 1, Notary(Print) My appointment expires:_ Dated: CORPORATE FORM OF ACKNOWLEDGMENT Notary Seal mist he within box STATE OF WASHINGTON )SS COUNTY OF KING ) , On this of Oay of 0p ,before me personally appeared to me known to VELTA M.STROM of the corporation that cute<the within instrument,and acknowledge the said instrument to be the free 1 STATE OF WASHINGIan voluntary act and deed of said corporation,for the uses and purposes therein NOTARY—•—PUBLd@ntion d,and each on oath stated that he/she was authorized to execute said MY COMMISSION EXPIRES 0ns r ment and that the seal affixed is the corporate seal of said corporation. ' ‘7-le:Iteti A• _eit:eyn, Notary Public in and for the State of Washington Notary(Print) V ei--1-A M• tC-re e 44 Y E 4 6 My appointment expires:_ ,A.,/ff/a7 Dated: (:\Project Closeout\EASEMENT2003.DOC\ • Page 3 FORM 03 0000/bl✓CA2-06-2003 • EXHIBIT"A" LEGAL DESCRIPTION A PORTION OF LOTS 1, 4 AND 5 OF CITY OF RENTON SHORT PLAT NO. 02-086 RECORDED UNDER KING COUNTY RECORDING NO. DESCRIBED AS FOLLOWS; THE EAST 10.00 FEET OF SAID LOT 1; TOGETHER WITH THE EAST 10.00 FEET OF SAID LOT 4; TOGETHER WITH THE FOLLOWING DESCRIBED PORTION OF SAID LOT 5; BEGINNING AT THE NOR THEAST CORNER OF SAID LOT 5; THENCE SOUTH 0139'47" WEST ALONG THE EASTERLY LINE THEREOF A DISTANCE OF 45.04 FEET TO A POINT OF CUR VA TURE; THENCE ALONG A SOUTHWESTERLY CURVE, HAVING A RADIUS OF 15.00 FEET, THROUGH A CENTRAL ANGLE OF 70 31'44" AN ARC DISTANCE OF 18.46; THENCE NORTH 01 39'47" EAST A DISTANCE OF 59.16 FEET TO THE NORTH LINE OF SAID LOT 5; THENCE SOUTH 88 29'54" EAST ALONG SAID NORTH LINE TO 7HE POINT OF BEGINNING. CONTAINING AN AREA OF 2,057 SQUARE FEET. E. MORRt 41`)•.or WASIi. , • Jr //1� / L / ••/y •• • '� ••-may �" 4L LAND gI4EXP;RES: 3/18/05 UTILITY EASEMENT SW 1/4, NE 1/4, SEC. 32, TWP.24N., RGE. 5E., W.M. LEGAL EXHIBIT DWN. BY:: DATE: JOB NO. Lake Washington ETERSON Blvd. N.E.,Suite 200 AWG 122303 CAMB-0001 P4030 ONSULTING Kirkland,WA 98033 - Tel(425)827-5874 CHKD. BY' SCALE: t \ (, I N f I h Fax(425)822-7216 REM AS SHOWN 1 MAP EXHIBIT 29 28 32 33 _ :-,:i;:it:Y3 t 2 I 10' I Z 0 25 50 4 ' ' t 3 ; SCALE IN FEET " 10' ► .r Q s. MOIL L1 S882954 E 10.00" C.) 4��••aF WAS • !`S'' ' \ •.PtE N�'1'' ; L1 --.I ; • 5 3 I 6 3co '- 5 c1 -41 � j R=15.00Os �4�.5 ••'.� L=18.46 CS y '`scs�\ cisr Q• , ' a=7031 44"" , ',, • L LAIC 0 J I �', EXP`RES: 3/18/05""""//'� NE 38TH ST UTILITY EASEMENT SW 1/4, NE 1/4, SEC. 32, TWP. 24N., RGE 5E., W.M. LEGAL EXHIBIT DWN. BY:: DATE: JOB NO. ETERSON 4030 Lake Washington Blvd. N.E.,Suite 200 A WG 12-23—03 CAMB—0001 CONSULTING Kirkland,WA 98033 I ti C I N C II k ti Tel(425)827-5874 CHKD. BY: SCALE: Fax(425) 822-7216 REM AS SHOWN RETURN ADDRESS CITY CLERKS OFFICE CITY OF RENTON 1055 SOUTH GRA D Y WAY RENTON, WA 98055 Title: EASEMENT FOR EMERGENCY ACCESS Property Tax Parcel Number: 334570-0135-01 Project File y LND 20-0318 Street Intersection or Project Name: ELSA RIDGE LUA 02-086 Reference Number(s)of Documents assigned or released: Additional reference numbers ore on page___. Gran tor(s): Gron tee(s): 1. CAMBRIDGE HOMES 1. City of Renton, a Municipal Corporation 2. The Grantor,as named above, for or and in considerationof mutual benefits, hereby grants, bargains, sells and delivers to the above named Grantee the following described personal property now located at: Additional legal is on page 4 LEGAL DESCRIPTION.: EASEMENT FOR EMERGENCY ACCESS GRANTED TO THE CITY OF RENTON OVER A PORTION OF LOTS 1, AND 6 CITY OF RENTON SHORT PLA T NO. 02-086, AS RECORDED UNDER KING COUNTY RECORDING NO. That said Grantor(s), for and in consideration of mutual benefits,do by these presents,grant,bargain,sell, convey,and warrants unto the said Grantee, its successors and assigns,an easement for public utilities (including water, wastewater,and surface water)with necessary appurtenances over, under,through,across and upon the following described property(the right-of-way) in King County, Washington,more particularly described on page I. (or if full legal is not on page I--Exhibit A.) For the purpose of constructing,reconstructing, installing,repairing,replacing,enlarging, operating and maintaining utilities and utility pipelines, including,but not limited to,water,sewer and storm drainage lines, together with the right of.ingress and egress thereto without prior institution of any suit or proceedings of law and without incurring any legal obligation or liability therefor. Following the initial construction of its facilities, Grantee may from time to time construct such additional facilities as it may require. This easement is granted subject to the following terms and conditions: I. The Grantee shall,upon completion of any work within the property covered by the easement,restore the surface of the easement,and any private improvements disturbed or destroyed during execution of the work,as nearly as practicable to the condition they were in immediately before commencement of the work or entry by the Grantee. 2. Grantor shall retain the right to use the surface of the casement as long as such use does not interfere with the easement rights granted to the Grantee. Grantor shall not,however,have the right to: a. Erect or maintain any buildings or structures within the easement;or b. Plant trees,shrubs or vegetation having deep root patterns which may cause damage to or interfere with the utilities to be placed within the easement by the Grantee;or c. Develop,landscape,or beautify the easement area in any way which would unreasonably increase the costs to the Grantee of restoring the easement area and any private improvements therein. d. Dig,tunnel or perform other forms of construction activities on the property which would disturb the compaction or unearth Grantee's facilities on the right-of-way,or endanger the lateral support facilities. e. Blast within fifteen(15)feet of the right-of-way. This easement shall run with the land described herein,and shall be binding upon the parties,their heirs, successors in interest and assigns. Grantors covenant that they are the lawful owners of the above properties and that they have a good and lawful right to execute this agreement. 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. �y IN WITNESS WHEREOF,said Grantor has caused this instrument to be executed this a2day of 20 01) 6/91. � WOM ES hue. /. 4 : 4' 1 I !DUAL 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 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: I:\Project Closeout\EASEMENT2003.DOC\ Page 2 FORM 03 0000/bh/CA2-06-2003 INDIVIDUAL FORM OF ACKNOWLEDGMENT Notary Seal must he within box STATE OF WASHINGTON )SS COUNTY OF KING 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 OFACA'NOWLEDGMENT 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,on oath stated that he/she/they was/were authorized to execute the instrument and 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. Notary Public in and for the State of Washington Notary(Print) My appointment expires: Dated: CORPORATE FORM OF ACKNOWLEDGMENT Notary Seal must be within box STATE OF WASHINGTON )ss COUNTY OF KING Aj day of ,20 b 4,before me personally appeared VELTA M.STROMBERG ‘cij_e_e: to me known to STATE OF WASHING1 5N , of the corporation that executed,the within instrument,and acknowledge the said instrument to be the free NOTARY—•—PUB(MR vo ,i lutary act and deed of said corporation,for the uses and purposes therein MY COMMISSION EXPIRES 0od'and each on oath stated that he/she was authorized to execute said mstrume It and that the seal affixed is the corporate seal of said corporation. Notary Public in and for the State of Washin on Notary(Print) tig./.7 A M• 67''a M My appointment expires: d/d/o y Dated: I:\Project Closeout\EASEMENT2003.DOC1 Page 3 FORM 03 0000/b✓CA2-06-2003 EXHIBIT"A" LEGAL DESCRIPTION A PORTION OF LOTS 5 AND 6 OF CITY OF RENTON SHORT PLAT NO. 02-086 RECORDED UNDER KING COUNTY RECORDING NO. DESCRIBED AS FOLLOWS; COMMENCING AT THE THE SOUTHEAST CORNER OF SAID LOT 5; THENCE NORTH 8829'54" WEST ALONG THE SOUTH LINE OF SAID LOT 5 A DISTANCE OF 88.48 FEET TO THE TRUE POINT OF BEGINNING; THENCE NORTH 01'30'06" EAST A DISTANCE OF 22.00 FEET; THENCE NORTH 882954" WEST A DISTANCE OF 27.00 FEET; THENCE SOUTH 01'30'06" WEST A DISTANCE OF 9.39 FEET; THENCE ALONG A CURVE HEADING SOUTHWESTERLY, SAID CURVE HAVING A RADIUS OF 20.00 FEET, A CENTRAL ANGLE OF 39 06'13" AND AN ARC DISTANCE OF 13.65 FEET, TO A POINT ON THE SOUTH LINE OF SAID LOT 6; THENCE SOUTH 8829'54" EAST A DISTANCE OF 31.48 FEET TO THE POINT OF BEGINNING; CONTAINING AN AREA OF 612 SQUARE FEET. 6 OF•WASy7 • PS • • • cisTERV•• AL LAN1T EXPIRES: 3/18/05 ACCESS EASEMENT SW 1/4, NE 1/4, SEC. 32, TWP. 24N., RGE. 5E., W.M. LEGAL EXHIBIT DWN. BY: DATE: JOB NO. 4030 Lake Washington (�'ETERSON Blvd. N.E., Suite 200 AWC 12-23-03 CAMB-0001 CONSULTING Kirkland, WA 98033 Tel(425)827-5874 CHKD. Br SCALE: [ N c, I N [ [ R ti Fax(425)822-7216 REM AS SHOWN MAP EXHIBIT 29 28 — — — — — Ai 32 33 I 1 I © ". W 0 25 50 I 4 ; ' SCALE IN FEET , 3 Q L 1 NO1'30'06"E 22.00' v L2 N8829'54"W 2700' 0 L3 SO130'06"W 9.39' V O't E.•••0 10/S L4 S8829'54 E 31.48' Z '*.••8v wAs:i --.1 . P Cl • L=13.65' R=20.00 I • 5 d=39 O6'13" • L2 5 • ,Ito , c� L 4 J 88.48' ` AL LIMOO S8829 54 E \ NE 38TH ST I EXPIRES: 3/18/05 ACCESS EASEMENT SW 1/4, NE 1/4, SEC. 32, TWP. 24N., RGE. 5E., W.M. LEGAL EXHIBIT DWN. BY. DATE: JOB NO. ETERSON 4030 Lake Washington Blvd. N.E., Suite 200 AWG 12-23-03 CA MB-0001 14, PIONSULTING Kirkland, WA 98033 Tel(425)827-5874 CHKD. BY. SCALE: Fax(425)822-7216 REM AS SHOWN 1 I . 1 • Return Address: City Clerk's Office City of Renton 1055 South Grady Way Renton,WA 98055 DEED OF DEDICATION Project File#: Reference Number(s)of Documents assigned or rel�, ..�,,....,o.,.,,,,. �..., ,,.,,, ,,, �„ a � Gra ors : M l'�•. Grantee(s): P�. I4.i 1. *JlEc, IK. 1. City of Renton,a Municipal Corporation LEGAL DESCRIPTION: (Abbreviated or full legal must go here. Additional legal on page ) 1 Pete. t -co TA . extbk 'RE-'T S CGP•DED I) 1410tot LOaoti. & • 4a :I 15 revr RAptuS 'F latesir OF AN Ai- pie eDUIER. c be NE 2*"4. Poo UNCpt.4.5 p vEr4vE The Grantor,for and in consideration of mutual benefits conveys,quit claims,dedicates and donates to the Grantee(s)as named above,the above described real estate situated in the County of King,State of Washington. IN WITNESS WHEREOF,I have hereunto set my hand and seal the day and year as written below. Approved and Accepted By: Grantor ): Grantee(s): City of Renton Mayor City Clerk INDIVIDUAL FORM OF STATE OF WASHINGTON )SS ACKNOWLEDGMENT COUNTY OF KING ) I certify that I know or have satisfactory evidence that Notary Seal must be within box 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: Hforms/xxxFRM/AGREFIDEED.DOC\CoR Page 1 FORM 04 0001/bh MICROFILMED E INDIVIDUAL FORM OF ACKNOWLEDGMENT Notary Seal must be within box STATE OF WASHINGTON )ss11 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 signed this instrument,on oath stated that he/she/they was/were authorized to execute the instrument and 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. Notary Public in and for the State of Washington Notary(Print) My appointment expires: Dated: CORPORATE FORM OF ACKNOWLEDGMENT Notary Seal must be within box STATE OF WASHINGTON )ss COUNTY OF KING ) �a On this /91 day of ' 1 -U• ,-I9 ,before me personally appeared g I o%vyc�2��C,v�r to me known to VELTA M. S 1 ROMEIEh e�t�-C44.& of the corporation that execute: e within instrument,and acknowledge the said instrument to be the free STATE OF WASri N and vol tntary act and deed of said corporation,for the uses and purposes therein mentioned,and each on oath stated that he/she was authorized to execute said NOTAn r —•—PUBLlCtstnun;nt and that the seal affixed is the corporate seal of said corporation. MY COMMISSION LA TIRES 02.08-07 Notary Public in and for the State of Washington Notary(Print) )/" f y-�} M • 657/'o it4 13 My appointment expires: a/I/e l> Dated: C:\WINWORD\FORMS\EA_ESMT.DOC\ Page 2 FORM 03 0000/bh/CA2-21-97 Map Exhibit ELSA RIDGE POFRION OF SW 1/4,NE 1/4,SEC.32,T 24 N,R 5 E,W.M. PUNCH eT, CRY OF RENTON,KNG COUNTY,WAS*II 1GTON 3-1/z'BR, 9021 an,"AEP PER PER REP - - - - - _ _ 653.33 _ _ N88 47'07'W - - i J- 4.,..: N 8829'44"W 29613' 1 I195.06 ••L. -- 7 _ 1I i r 0-T-5- I / I 1 i 1 , I 1 1 r 3 1 1 1 ; 2 a 7.067SF 11 11 1 1x661 SF ^�Er. LnVA EASEMENT AND 1 t " I I 1 PI/&JC SEMER£ASELEIvr 1 I I_ foa -�—L_ _ va 1 1 195. 3 1 J 100.88 t 1 N8829�54'W L 1 N882954-W I 1 1 1 ; 1 —T'�-- I I 1 I SETTER EASET P'PRIVATE-' I I I — 4- * I f 4 I ! 3 X SLOPE\ \ ` 14,505 SF v dP96 SF ' I O))TED UTILITY I EAS T`� Q i l I I n mP) 1, V J v / / J95.g2 I� J 12 i 2 N8879 54"W I L 100.p J ++'�.��I I —��1 J / `uo r--S8B2254E---i , i r ; � I 0 $ pet) d ' 6 l i o Jr ri I I I 1z9z1 sF 1 `O .. / / I J 27. 6,au srL. / %/ r L=13.65 M11: (,�� S �. ,.. I R=20.00 � �J 'y Oft �l j �=19559/ d 39176'f3' N 8879'S4'W 296.or \_--- 8B..� • �' j M PRIVATE ACCESS/UIIUTY 5'PRIVATE I ' VEHICLE EASEMENT ROUND Y p EASEMENT - ' /*'`h YETYC(E TURNAROUND `1 1' NO DIRECT VEHICULAR ACCESS TOO`'T b / /�:. / ;, 'k.3 - LINCOLN PL. N FROM LOTS 5 AND 6 - :.�j,J ..'1 4> i O N E 3�, yrt,�- o w r M ,S'd CISTE IO—NI AL ti .,'`. I EXPIRES!2 1l I, 1 C:IWINWORD\FORMSIEA ESMT.DOC1 Page 4 FORM 03 0000/bWCA2-21-97 Return Address: City Clerk's Office City of Renton 200 Mill Avenue South Renton,WA 98055-2189 Title: EASEMENT Property Tax Parcel Number: FOR EMERGENCY ACCESS Project File#: Street Intersection or Project Name: Grantor(s): Grantee(s): 1.CArK13124D&e tkest4 , 114G. 1. City of Renton, a Municipal Corporation 2. The Grantor,as named above,for or and in consideration of mutual benefits,hereby grants,bargains,sells and delivers to the above named Grantee,the following described property: Additional legal is on page of document. (Abbreviated legal description MUST go here.) LEGAL DESCRIPTION: C%Acic i l N'f- f ertn e.).-t Ace TD 1-ti-e u aF • ) ( kvr ,s 4 L That said Grantor(s),for and in consideration of mutual benefits, do by these presents,grant,bargain, sell, convey, and warrants unto the said Grantee, its successors and assigns, an easement for emergency access over, under,through, across and upon the above described property(the right-of-way)in King County,Washington. This easement shall run with the land described herein,and shall be binding upon the parties,their heirs, successors in interest and assigns. Grantors covenant that they are the lawful owners of the above properties h' and that they have a good and lawful right to execute this agreement. 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. oa IN WITNESS WHEREOF,said Gjantor has caused this instrument to be executed this /_day of 1I�d' 19 -l�i j' oe.- YC�l�lily alliAtAWO i INDIVIDUAL FORM OF ACKNOWLEDGMENT Notary Seal must be within box STATE OF WASHINGTON )ss COUNTY OF KING ) V I certify that I know or have satisfactory evidence that I 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 signed this instrument,on oath stated that he/she/they was/were authorized to execute the instrument and 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. Notary Public in and for the State of Washington Notary(Print) My appointment expires: Dated: CORPORATE FORM OF ACKNOWLEDGMENT Notary Seal must be within box STATE OF WASHINGTON )ss COUNTY OF KING ) On this 74t4; day of "//Ziw ,19 ,before me personally appeared c A/ "_.-vi:=-X--/x-c -) to me known to t-L�A t-tip of the corporation that VELTA M.STROMBE utei tlfe within instrument,and acknowledge the said instrument to be the free STATE OF WASHINGTand VN voluntary act and deed of said corporation,for the uses and purposes therein mentioned,and each on oath stated that he/she was authorized to execute said NOTARY—•—PUBl.11iltrum nt an that the seal affixed is the corporate seal of said corporation. MY COMMISSION EXPIRES 02-08-07 --CCU C.A./ 7) ' -XL�-air. 4( Notary Public in and for the State of Washin Notary(Print) ✓!LT it M k57 o M.B 96 My appointment expires: /f%a Dated: C:\WINWORD\FORMS\EA_ESMT.DOC\ Page 2 FORM 03 0000/bh/CA2-21-97 EXHIBIT"A" LEGAL DESCRIPTION An Emergency Access Easement over the following described property within the Short Plat of Elsa Ridge as recorded under King County records recording number The westerly 15 feet of the southerly 22 feet of Lot 5; Together with the easterly 15 feet of the southerly 15 feet of Lot 6. 441 ^z, + .4wA-:1_,... .,4,„ 4.,k,.. 0,404700. s --,4 , wi cJ-.01' i. ... 0 \ t 4' , iicicit‘ I 10NAL i • Map Exhibit EL SA RIDGE PORTION OF SW 1/4,PE 1/4,SEC.32,T 24 N,R 5 E,W.M. PUNOH CITY OF RENTON,KING COUNTY,WASHNGTON 3-1/2'.BRA 9021 Crr OF,- - t PEP RED - - - _ _ 653.33 _ _ N88'47 07W - - i2' N N 8829'44'W 298.13' I1 Il 1 1 2 S N o zone a 11 I 14601 SF ' 20'PHVAIE ACCESS,/¢/ I 1 1 h Ute�ilc sEwm EASi0E�1r1 I 1 1 l 1 IL lot _L _ 1 1 95.53 I _I roam N 79 54'W L 1 1 1 -IL N887954"W 1 1 , -Tj�— j I / I SERER EASKr PR1YAE EMENT 110 r t 1 1 rr 3 L . 4 I X scwE�\ \ f so s sF f cXAlm / /4,50.51 1 10'(HWY�..1fr1P) / I I EASaENr r l I . MP.) I r // / , I ^ 1195.f2 r I / N8879 54'w / � U 100. 5 J c_ / fi 1 / / a'o r --SBBx254E--� i I! ' . .� /- ire I �m I f 1 I r / / 6 1 2t 12921 SF —I 2. 4 I �. 41 ; .'��'/ % R 2t1•� i% % I �" ' wasly•'�l'' N 8829 54"W 296 07 88.•/8 - '�! Af) Y' ', p PRIVATE ACCESSMILITr `5•PRIVATE 1 W i� / , �- �1 EHICLE URNAROrND o EASEmvr /�sj'' / 1 `l VEHICLE TURNAROUND n 1 9 NO DIRECT VEHICULAR ACCESS TO EASEMENT r�_ft 1 LINCOLN PL. N FROM LOTS 5 AND 6 - 1 - '1 M tee *;151 G'ISTER�'O' llet4 ` i " ZONAL�� 4-e I EXPIRES jij 11 J O C:IWINWORDIFORMS\EA ESMT.DOCI Page 4 FORM 03 0000/bWCA2-21A7 a Return Address: City Clerk's Office City of Renton 1055 South Grady Way Renton, WA 98055 • Title: UTILITIES EASEMENT Property Tax Parcel Number: Project File#: Street Intersection or Project Name: Reference Number(s)of Documents assigned or released: Additional reference numbers are on page Grantor(s): Grantee(s): IjC1. {�E ES t . 1. City of Renton, a Municipal Corporation 2. The Grantor,as named above,for or and in consideration of mutual benefits,hereby grants,bargains,sells and delivers to the above named Grantee,the following described personal property now located at: Additional legal is on page of document. (Abbreviated legal description MUST go here.) LEGAL DESCRIPTION: 2� ' Pu&iC. !/l fri gA-SemeArr ro r> 61771 FEV7Alf P P €w "Mier 64?v11 C. ' "Ver- d '7 ' "Aril 4 $t1tvid a r 1.411 • That said Grantor(s),for and in consideration of mutual benefits,do by these presents,grant,bargain,sell, convey, and warrants unto the said Grantee,its successors and assigns,an easement for public utilities (including water,wastewater,and surface water)with necessary appurtenances over,under,through,across and upon the following described property(the right-of-way)in King County, Washington,more particularly described on page 1. (or if full legal is not on page 1--Exhibit A.) For the purpose of constructing,reconstructing, installing,repairing,replacing,enlarging,operating and maintaining utilities and utility pipelines,including,but not limited to,water,sewer and storm drainage lines, together with the right of ingress and egr9ss thereto without prior institution of any suit or proceedings of law and without incurring any legal obligation or liability therefor. Following the initial construction of its facilities, Grantee may from time to time construct such additional facilities as it may require. This easement is granted subject to the following terms and conditions: 1. The Grantee shall,upon completion of any work within the property covered by the easement,restore the surface of the easement,and any private improvements disturbed or destroyed during execution of the work,as nearly as practicable to the condition they were in immediately before commencement of the work or entry by the Grantee. 2. Grantor shall retain the right to use the surface of the easement as long as such use does not interfere with the easement rights granted to the Grantee. Grantor shall not,however,have the right to: a. Erect or maintain any buildings or structures within the easement;or b. Plant trees,shrubs or vegetation having deep root patterns which may cause damage to or interfere with the utilities to be placed within the easement by the Grantee;or c. Develop,landscape,or beautify the easement area in any way which would unreasonably increase the costs to the Grantee of restoring the easement area and any private improvements therein. d. Dig,tunnel or perform other forms of construction activities on the property which would disturb the compaction or unearth Grantee's facilities on the right-of-way,or endanger the lateral support facilities. e. Blast within fifteen(15)feet of the right-of-way. This easement shall run with the land described herein,and shall be binding upon the parties,their heirs, successors in interest and assigns. Grantors covenant that they are the lawful owners of the above properties and that they have a good and lawful right to execute this agreement. 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. IN WITNESS WHEREOF said Grantor has caused this instrument to be executed this;'y day of 20 G'g. ?C. fee'../.:: INDIVIDUAL 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 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: I I I:\Project Closeout\EASEMENT2003.DOC1 Page 2 FORM 03 0000/bh/CA2-06-2003 • INDIVIDUAL 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 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 signed this instrument,on oath stated that he/she/they was/were authorized to execute the instrument and 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. Notary Public in and for the State of Washington Notary(Print) My appointment expires: Dated: CORPORATE FORM OF ACKNOWLEDGMENT Notary Seal must be within box STATE OF WASHINGTON )ss COUNTY OF KING ) On this /9 at,day of ��• ,20 a 3,before me personally appeared S. c-,I yc _ ,y t�su2� to me known to VELTA M.STROM / e Lc..-et'r-ice of the corporation that executed :he ithin instrument,and acknowledge the said instrument to be the free STATE OF WASHING10i4volurtary act and deed of said corporation,for the uses and purposes therein mentione I,and each on oath stated that he/she was authorized to execute said NOTARY—•—PUtVirfrumert and/that the seal affixed is the corporate seal of said corporation. MY COMMISSION EXPIRES 020E-07 d744-r44.,ete-ii) Notary Public in and for the State of Washington Notary(Print) V FLT p o 1 R 6 My appointment expires: /1 Dated: I:\Project Closeout\EASEMENT2003.DOC\ Page 3 FORM 03 0000/bh/CA2-06-2003 EXHIBIT"A" LEGAL DESCRIPTION A 20 foot Public Utility Easement over the following described property within the Short Plat of Elsa Ridge as recorded under King County records recording number The most southerly 10 feet of Lot 1; Together with the easterly 10 feet of the southerly 10 feet of Lot 2; Together with the easterly 10 feet of the northerly 10 feet of Lot 3; Together with the most northerly 10 feet of Lot 4. 1 I Ia 1 j .0) Atima.4 4 4, 04 fyat, 4441k) )1 ..4\ • ;i J I:A Va 1 � , 'IST,g� 44. ' r / ONAL I. I EXPIRES a, Ill 03 I Map Exhibit ELSA RIDGE PORTION OF SW 1/4,NE 1/4,SEC.32,T 24 N,R 5 E,W.M. PUNCH CITY OF RENTON,KING COUNTY,WASI*IGTON 3f/zew 9021 are or PER RED— — — — — 653.33 N88 4Y 07"W — — — — i ' ,f G N 8829'44'W 296.13' �. 193..06 «yam M / ! , r 101.07 -T•5. / , / 1 1 Y 3 ' 1 / 1 1 2 o O 7,067 SF 1 I 1 14661 SF n M IN 11 1 CS YAKIN 1 I { 1 11 PUBLIC:EASEMENT OAWADjr Lid--.-2,0 I N 829 54'W A4( Li/ Algear i 1 1 1 j 10'PRIVATE—� �— /1 '/ / SETTER EASEMENT I r 1 1 /\ fiy \ 3 4 i / 11,505 SF IvI $t%6 Si (nr.)MAIM / 1 I5 'mEAsei�'mmT�-.,JI/ / 1 (Tra) / / / I1. . / / 195.�2 /!- J I 2 / N887954'W / I L _1 / /0015 —��/ / 7/ Woo r--38BZ234X---1 r r / , 1 F 1 o 5 / 1 f292f g' 1 2``O g ,..A *, / / L13.65 L J �}' �i Ifi i 195.59/ . 39'O6'13" _� �+ +,.l i pA !' i N 887954"W 296:OY 88. 8 (y OV ' O APIYA7E ACCESS/91703Y 5'PRNA7E I V • 1.1 �X I� �'' ' h EASEMENT&EMERGENCY p EASEMENT �; �'" •M l'P 1£/OC1E iLN1NARp7N0 "1 \ 1' , 'O I NO DIRECT VEHICULAR ACCESS TO EASEMENT { LINCOLN PL. N FROM LOTS 5 AND 6 — f r-.4,.'.. .440. O TONAL E CAWINWORDWORMMEA ESMT.D0L1 Page 4 FORM 03 0000PoNCA2 2197 . CIE I Return Address: City Clerk's Office City of Renton 1055 South Grady Way Renton, WA 98055 Title: UTILITIES EASEMENT Property Tax Parcel Number: Project File#: Street Intersection or Project Name: Reference Number(s)of Documents assigned or released: Additional reference numbers are on page Grantor(s): Grantee(s): 1. CAM wG HVAMES 1. City of Renton, a Municipal Corporation Additional legal is on page of document. (Abbreviated legal description MUST go here.) LEGAL DESCRIPTION: k Or- 1 O` (;)f 1/0Ts 14 i. . � ' ' PWE0013.doc\ Page 1 FORM 03 0013/bh/CA2-21-97 That said Grantor(s),for and in consideration of mutual benefits,do by these presents,grant,bargain,sell, convey,and warrants unto the said Grantee,its successors and assigns,an easement for public utilities(including water,wastewater,and surface water)with necessary appurtenances over,under,through,across and upon the following described property(the right-of-way)in King County,Washington,more particularly described on page 1. (or if full legal is not on page 1--Exhibit A.) v For the purpose of constructing,reconstructing,installing,repairing,replacing,enlarging,operating and maintaining utilities and utility pipelines,including,but not limited to,water,sewer and storm drainage lines, together with the right of ingress and egress thereto without prior institution of any suit or proceedings of law and without incurring any legal obligation or liability therefor. Following the initial construction of its facilities, Grantee may from time to time construct such additional facilities as it may require. This easement is granted subject to the following terms and conditions: 1. The Grantee shall,upon completion of any work within the property covered by the easement,restore the surface of the easement,and any private improvements disturbed or destroyed during execution of the work,as nearly as practicable to the condition they were in immediately before commencement of the work or entry by the Grantee. 2. Grantor shall retain the right to use the surface of the easement as long as such use does not interfere with the easement rights granted to the Grantee. Grantor shall not,however,have the right to: a. Erect or maintain any buildings or structures within the easement;or b. Plant trees,shrubs or vegetation having deep root patterns which may cause damage to or interfere with the utilities to be placed within the easement by the Grantee;or c. Develop,landscape,or beautify the easement area in any way which would unreasonably increase the costs to the Grantee of restoring the easement area and any private improvements therein. d. Dig,tunnel or perform other forms of construction activities on the property which would disturb the i. compaction or unearth Grantee's facilities on the right-of-way,or endanger the lateral support facilities. e. Blast within fifteen(15)feet of the right-of-way. This easement shall run with the land described herein,and shall be binding upon the parties,their heirs, successors in interest and assigns. Grantors covenant that they are the lawful owners of the above properties and that they have a good and lawful right to execute this agreement. 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. IN WITNESS WHEREO ,said Grantor has caused this instrument to be executed this day of 20 . i , # 4/)9_,-.i''f-'4.7—._.:-/-Z-4.44..---,_ t I PWE0013.doc1 Page 2 FORM 03 0013/bh/CA2-21-97 . a ' 1 Form 84 0001/bh IN WITNESS WHEREOF,I have hereunto set my hand and seal the day and year as written below. INDIVIDUAL 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 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 signed this instrument,on oath stated that he/she/they was/were authorized to execute the instrument and 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. Notary Public in and for the State of Washington Notary(Print) My appointment expires: Dated: CORPORATE FORM OF ACKNOWLEDGMENT Notary Seal must be within box STATE OF WASHINGTON )ss COUNTY OF KING aa03 On this 2,' uv day of , '• ,I9•- ,before me personally appeared • - el} r -� ,4.e_i ir?4/ to me known to VELTA M.STROMBER,be / t of the corporation that `�xectted the within ins rument,and acknowledge the said instrument to be the free STATE OF WA8HINGTONand voluntary act and deed of said corporation,for the uses and purposes therein mentioned,and each on oath stated that he/she was authorized to execute said NOTARY—•—PUBLIC instrumefad that the seal j affixed is the corporate seal of said corporation. MY COMMISSION EXPIRES 02U47 .�/.rC/ /al'-)' -ax L/ Notary Public in and for the State of Wash' gto Notary(Print) V F L 7 A M • 7 r5 o M 43 E-,a My appointment expires: /:// l Dated: PWE0013.doc\ Page 3 FORM 03 0013/bh/CA2-21-97 EXHIBIT"A" LEGAL DESCRIPTION The easterly 10' of Lot 1; together with The easterly 10' of Lot 2; together with The easterly 10' of Lot 5. 1 f Map Exhibit I l ELSA RIDGE PORTION OF SW 1/4,NE 1/4,SEC.32,T 24 N,R 5 E,WM PUNCH CITY OF FIENTON,KING COUNTY,WASFNGTON 3-1/2"eve 9021 FER RED — — — — — Nesh3.i-w _ — — — i ;Mi N 88 29 44"w 298.13' r----.---- r Ills. / / I / / / 3Ir 1 ( / ' 1 2 >ate sr I 1 1 1 riesr3 nR' .PRIVAE / 1 1 1 y MUTT EASEMENT AM 1 1 ; �N19UC BIER fASE1lENl' ( 1 { r N954'w 1„ fOQBB t % 1 1 l N8829$4I6 �C/ 0V� sn i 1 1 1/41 r l ( 3I 4 1 / /4,30.5 SF 4096 g 1< NI l /( // / I d r�l1rlTTY I. / r / ;/9 J N8879s4 w l --��i IA % / % ,, I-- Imo, -I r /+ / 6 i o 8 1 z o 5 F / " / 1z921 sr J 2 e a=sr 0. � I ' / / R-2A00 Ii WA4�1I9559 d=79176'I3- — * 4p�� ,0�r sL}+ � � ;N 882934-w '9aor f p �4 wfflIAIE ACCESS/WEPT EASEMEVr EMOIGGICY p TEI EASEMENT Q • r, ` IEMC E TURNAROUND __ _ NO DI CT VEHICULAR AL LtJs 1O EA��r UNCp_N Pi_ N FROMLOJS 5 AND 6 — — 7460 ,�"., K O 4. Z .4 S4/OOSTEg on Cs • `TO ,' NAL Y' I [EXPIRES I2.I II'Q� j C WINWORDWORMSIEA ESMIDOC1 Age 4 FORM 03 0000ThliCA2 21.97 I MICROFILMED ELSA RIDGE Preliminary Technical Information Report City of Renton Revised: September 12, 2002 Prepared for: Cambridge Homes 1800 NE 44th Street Renton, WA 98056 �R ANC \, a WA Il\ Prepared By: Robert Stewart , 1 3 •36 O w� /V • S �� �GI TEgS cy 0 SSI ONAL Reviewed By: Jennifer A. Steig, P.E. EXPIRES 09/09/04 PCE Job No. CAMB-0001 City of Renton Development Services Division TECHNICAL INFORMATION REPORT (TIR) WORKSHEET JET OCATION AND Part 1 PROJECT... �1� ::�N�::::.:: :. >�> ::: >. ;:::P�r�� .PRc� � t„ PROJECT l tktlf; .. ..::::,;::.;`:.; :: `✓ JPTI ON Project Owner: Cambridge Homes, Inc. Project Name: Elsa Ridge Short Plat Address: 1800 NE 44th Street Location: Renton, Washington 98056 Township: 24 North Phone: (425) 271 - 2225 Range: 5 East Project Engineer: Jennifer Steig SE 1/4 Section: 32 Company: Peterson Consulting Engineers • Phone/Address: (425) 827-5874 4030 Lk Washington Blvd Suite 200 Kirkland, Wa. 98033 >r�a T` F'E fit'F'ERJITI" ^part d OTHER REVIEWS AND PERMITS APP.LIGA'f'[�I'd . n Subdivision ❑ DFW HPA ❑ Shoreline Management ® Short Subdivision [i COE 404 ® Rockery ® Grading ❑ DOE Dam Safety n Structural Vaults Commercial ❑ FEMA Floodplain ❑ Other n Other: ❑ COE Wetlands Pa 5 SITE COMMUNITYAND D RAINAGE BASt4 Community: Newcastle Community Planning Area Drainage Basin: Cedar River Basin and May Creek/East Lake Washington Sub-basins e.; `'E ❑ River ❑ Floodplain n Stream Wetlands ❑ Critical Stream Reach n Seeps/Springs [ Depressions/Swales High Groundwater Table ❑ Lake E. Groundwater Recharge ® Steep Slopes n Other Soil Type Slopes Erosion Potential Erosive Velocities EvC 5 % to 15% Slight to Moderate Slow to Moderate n Additional Sheets Attached Par 8 f E LOPMENT LIMITATIONS • REFERENCE LIMITATION/SITE CONSTRAINT I ❑ `l ❑ t Additional Sheets Attached MINIMUM ESC REQUIREMENTS MINIMUM ESC REQUIREMENTS DURING CONSTRUCTION AFTER CONSTRUCTION ® Sedimentation Facilities Stabilize Exposed Surface ® Stabilized Construction Entrance ® Remove and Restore Temporary ESC Facilities ® Perimeter Runoff Control ® Clean and Remove All Silt and Debris ® Clearing and Grading Restrictions ® Ensure Operation of Permanent Facilities Cover Practices Flag Limits of SAO and open space Construction Sequence preservation areas n Other n Other Pact 1 <<SU. E A R':SY E < >>': >>>:>": < : < >< > <" ` `:'`'E:::. <»> >>' '><`>'' it L.' nn6%i Li4ii:::T::: [l G• rass Lined [-I Tank ® Infiltration Method of Analysis Channel I Vault E Depression 1998 KCRTS ® Pipe System ❑ Energy Dissipator [1 F• low Dispersal ❑ Open Channel Wetland Waiver Dry Pond n Stream n R• egional i fl W• et Pond Detention Brief Description of System Operation: Runoff from the roof areas will be conveyed via tightline to an infiltartion trench. The infiltration trenches are sized per the requirements set forth in pages 5-6 to 5-8 of the 1998 KCSWDM Facility Related Site Limitations Reference Facility Limitation ]: :: .,11:>:::: `1F'RUC.7URAL ANALYStS:>::>::>::N:<s<::: >: ar[>1Z:EASEMEt'!"a #a : <>>>>:; n C• ast in Place Vault ❑ Drainage Easement Retaining Wall LI Access Easement Rockery > 4' High Native Growth Protection Easement ❑ Structural on Steep Slope ® Tract I I Other ❑ Other Pa 1 'l 3 SIGNATU :E OIL PROFESSIONAL ENINEER I or a civil engineer under my supervision my supervision have visited the site. Actual site conditions as observed were incorporated into this worksheet and the attachments. To the best of my knowledge the information provided here is accurate. 1U !- v 4is: , \S -i ,, 1 ,, igned/Date l TABLE OF CONTENTS SECTION 1 -PROJECT OVERVIEW 1 FIGURE 1: VICINITY MAP 2 FIGURE 2: EXISTING CONDITIONS MAP 3 FIGURE 3: BASIN MAP 4 FIGURE 4: DEVELOPED CONDITIONS MAP 5 SECTION 2 - CONDITIONS AND REQUIREMENTS SUMMARY 6 SECTION 3 - OFF-SITE ANALYSIS 8 TASK 1: STUDY AREA DEFINITION &MAPS 8 TASK 2: RESOURCE REVIEW 8 FIGURE 5: SCS SOILS MAP 10 TASK 3: FIELD INSPECTION 11 TASK 4: DRAINAGE SYSTEM DESCRIPTION AND PROBLEM SCREENING 11 SECTION 4—FLOW CONTROL AND WATER QUALITY FACILITY ANALYSIS AND DESIGN 12 SECTION 5—CONVEYANCE SYSTEM ANALYSIS AND DESIGN 18 SECTION 6—SPECIAL REPORTS AND STUDIES 18 SECTION 7—OTHER PERMITS 18 SECTION 8—ESC ANALYSIS AND DESIGN 18 SECTION 9—BOND QUANTITIES, FACILITY SUMMARIES,AND DECLARATION OF COVENANT 18 SECTION 10—OPERATIONS AND MAINTENANCE MANUAL 18 Peterson Consulting Engineers Page i APPENDIX A Sensitive area maps (printed from KC website) KC Community Planning Map Basin Map (printed from KC website) EvC Soils Description King County Drainage Complaint List APPENDIX B Basin Reconnaissance Summary Report for Lake Washington Sub-basin APPENDIX C King County Level I Downstream Flow Map King County Level I Table (East Basin) King County Level I Table (West Basin) APPENDIX D Geotech Report prepared by Geotech Consultants Inc. dated September 9, 2002 • Peterson Consulting Engineers Page ii Preliminary Technical Information Report for Elsa Ridge Revised September 12, 2002 SECTION 1 - PROJECT OVERVIEW The proposed project (Elsa Ridge) is the subdivision of 1.43 acres into 6 single-family residences. The site is located within the City of Renton at 3785 Lincoln Avenue NE, see Figure 1 —Vicinity Map. More generally, the site is located within the Northeast quarter of Section 32, Township 24 North, and Range 5 East of the Willamette Meridian. The site is surrounded by a single-family residence on the north, a vacant single-family lot on the west, Lincoln Place NE on the south, and Lincoln Avenue NE on the east. Existing Site Conditions: The site is currently developed as a single-family residence with detached garage. On-site vegetation consisting of grass, shrubs, and trees, see Figure 2: Existing Conditions Map. The site is split into two drainage basins (east and west). The east basin slopes easterly at approximately 11% and the west basin slopes westerly at approximately 11% until reaching the top of the steep slope area, see Figure 3: Basin Map. Access to the site is from Lincoln Avenue NE. Developed Site Conditions: The developed site will contain 6 single-family lots and approximately 90 lineal feet of shared driveway with associated utilities, see Figure 4: Developed Conditions Map. Lots 1, 4, and 5, will gain access from Lincoln Avenue NE, Lots 2 and 3 from the shared driveway, and Lot 6 from Lincoln Place NE. No runoff from Tract A or the new residences will be directed towards the steep slope area. Runoff from the new roof areas will be collected and conveyed to individual infiltration trenches, while runoff from Tract A will be collected and discharged into the existing tightline storm drainage system on the east side of Lincoln Avenue NE. The steep slopes setbacks are per the report prepared by Geotech Consultants Inc. dated September 9, 2002. A 10-foot non-disturbance buffer and a 35-foot foundation setback will be imposed from the crest of the steep slope. It also states that the foundation setback can be reduced to 30 feet if the new residences on lots 2 and 6 extend their foundations down to a depth of at least 7 feet below the lowest surrounding grade. Please see the Geotech Report in Appendix D for more information and details. Peterson Consulting Engineers Page 1 I I. I 1 NE 4TH ST ---- 1 c SE 80TH ST N. N Q Q NE 40TH ST W 2co `r' o z SITE (,) j J j ir Q Q o -A 13 SE 86TH ST SZ NE 36TH ST -- SE 88TH ST s Z - Z LINCOLN PL NE ��kJ MAY. . Q NE 34TH ST 0?E` , NE 31ST ST NE 30TH ST { /\ VICINITY MAP ELSA RIDGE SEC. 32, TWP. 24 N., RGE. 5 E., W.M. DWN. BY. DATE. JOB NO. ;i1 0 4030 Lake Washington �\ ETERSON Blvd. N.E., Suite 200 RSG 7/3/02 CAMB-0001 CONSULTING Kirkland, WA 98033 o - CHKD. BY: SCALE.• [ N G I N f E R S Fax (425)(425)827 822-58747216 FIGURE 1 �a JAS N. TS. SEC.32, T1NP.24 N.,RGE.5 E., W.M. r/4`i:///./1' I I /1:'>,•///,I 14: ./.:/./.4.6.1%-% - - I II 1 1 1.2••;';20,— - •-••••• •••••-•-..• I 1/,-////74.1. 2:•....-.-..-.... I “., 1 41 Si-it',31?7" l:1_,=.. 7-, 5850:1'9 - _ / .;51 . / / ,x ' '''' is./. —— . • ta"'•13° / ( .•• / , , .., ___. _ ,...-- \ ' . .. .. /1 jr--------- / \ • /..`.. ....'••••••••'..• .........' " / / 0 40' z - t SW 0 1 I Itos IMMO III= I 41 I 1 t d-,-9 I /7 NMI MEN 32"F$.- I ct•T I CY CZ I IhIll QtklQ(.7) SCALE 1" = 40' (., / I t TOP OF SLOPE I FIELD LOCATED 1---A.••;1 1 (2 tal - I 4 .../........ .Sr- ,,,/,',/• / R I. " • • j, .......-." ,//// ., 1.•41 I 0 .s.:s.. ....2 (TYP) ;I 3074* .'.:••). \I I I/ ‘y4._ ( . v "f•-1//'' I v, . . . . . . . . . . • • • .30"F '/,',/' / 1"\ \ / .`,::: e;':"' el r • • • %........ ........,... ourno .34,-*. . . I 1 \ :'.....'. ::./f.....I 1] 25•13E.I Ar.... 1 vvir 38-Dt 1 •••••••• •. . tl •'''..A*.';',:•.' ,,,,_:•,. ,..., OH ---------- °H I 1 •)'". • •• • •,,,,,,,,' rz 11:11 ,,-:,• .:‘:-, It ( i • ' - ` -- ' ,..._< ,- • ( / s , r N•• / --..,..., 1/4...) 4_/ ( / 0, / /6 i EX. 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'/',..1,....A I 7 ••=• •,7;',41/`4.,..".-'7'-',72,•,44.,„•;.„ r1._..-r-1-•-,-- - •*1 --,--- -- ---- '-' '' '' •'''../ ....,.., ,,,,:.44;:<.. ,../,:„.„,,.__....,„:„..i/./././.../, ,,,:, ,,,„,/,„.... , .../.7777.; . --....1-.-e:_latA- 7, •• ., --v..: 1 , \'‘ / .., ,,..,, .• •... •./://2:,...:,.r5.-,),.-5-.--7,...„ s-.- ---L --e .- „..;:.:: ::.,; -. ,/,....',/,./.-,.,3 ... ,,. ..../„. v r-....-,--_.. , UNLESSSTAMPSIONNZDT ANVALDI SATED /' /........:.:.•..•......, • .... ......:‘, •,.•. ••:,:;,./...;./.,.,....;i4/...',X7-7,,;.....„__. r,. . /:////1.'•••4/4.1, ::.7:..• • • •. : , p ETERSON . • r • . • CONSULTING .....- •••• ___ 44:6_,-/: \,--/. .,c(..//‘_:,:;:-",-/177.7.,,. /../.•>1,,:,"• ,%:7„*„."-..",.,.5 -:, .,d : . _____,p. ..... .. .• .... , . / /-•;:.:.1 .• --/ • ,,,,, .% , .///,.• -'2%-Al 4041*-' clOV/ ---_-:•-•„)...... . . ,,,- . • .•./..,, 1 : //,..r/ • , • I , .. ,-- __.J. cX."/ ' / 1 4030 Lake Washington Blvd. N.E., Suite 200 / El 1. (7 C K 5 i 1 /' ' ' •' • Nor i. / k-4 14,<.,';':..,;< ,,,,..L'E se I Kirkland, WA 96033 Tel (425) 827-5874 /, ,Sili\IL / /. / ' '.0,,.//.:/I .1 Fax (425) 822-7218 I ' ; „//;..,ri/X:t4'is / V / ,, / I AMB-0001 , / JOB NUMBER c / /' / I x• •, I ' .I / / / ' '',1i.1 FIGURE 2 / ....m..........m . SEC.32, TWP.24 N.,ROE.5 E., W.M. I I mpow,..,,,__ I _ I I /X•;,"•••, : I, ;"•;:-'':•/:..'/. ..____ _ir__ ____..i___ w,imwm.immmr....._ .. . . 8 C I..: - I 6 t."1.,-:, ,• . •„, , . 1 5 I ,.;,;--/OR T Pl.,4 T 586039 Z 0 2 ,..t, I 1/ 1 ••• •/: ''..1. 0 40' ......—..—_____/.„(____.......„ i.I ,'P' / /r/ -- -.- --7 ,-- ,. 0 _ ... \_ \ I \ -,_-, ;.: :,,• / .- •OOP , In _, ,-,:i , , i . ., \ 1 1 I IEEE M= I .- I • ........• II-'• /•' ''' ' N it.,-,1Es, -`-'min 1 I / I i ..... .-'. •••••.------ • 11 I/././ 2,:, I SCALE: 1" = 40 ,! 4,•-,/, ,,.",, , 40 .-:<7.:-.'....-..'....,; :or—• --) 1 -il ,..r, / Li j .,,gRAIRRP i ' TOP - / OF SLOPE i '6-V\ f .....,:-' FIELD LOCATED 1 1 i ...-• - . , .,.: // //' 53 u j Lt.....,:o (TYP.) \I 1 ____ {.1 = ." /-/-'• • .45 ,....,. x \I 1 ( •*',,.•'• . ' .:„...;/ •,-., CC 1 ,(:•, -Cs:=. k I \ I. ...- ----/___ -' • -• F \.,/,•-" ',"-- `1 ,c-, 4! f•-• o' • :.-'..-k.,,,''='Lz--si:;;Wf,f'.PkiVZi-z'It.,i"Zt,V•,.!,Za:•',f;i.4ki::. I ••••..% - ii : , -.,i,A..., ,,,,,-,..--„,..1;.1-4,0.k.m,..„. 4..,,...;.;,,,,-;e4.,:-.-/k-,:.,,:-.,..,...-1:-7.— .':-, • ‘"":. :"."' I 1 \ .Z. • ••.••••• •;.*,, _%).• a 2.11111 ai _____ 's\. -.v..' •f‘i"*" I 1 I I I _.1\> ••••• -',•••1 P.C.% / I •• aH , - `-‘ / Y. i. 0" ,..- --__ ._,,, 'I , .• ,, • 1 •iN Q. CI . i 1 --.....,...1 ••• I L :\ i ,02 ) •• It ,:-..,• ( / / r .. I I \ WEST BASIN \ / /. li -I \ 1 , ' .. L ss,1?1P , , - EAST EA-SIN-- ' rE) va 1 7 --1 i3 1 / 1 1, si.114/ / L ____ Iv, ,J 1 1. , km/ ....._ _ / --- --. is4 A . .' /- '',,2:-,•, ), / S o 1. / S '' i It C";.".... - . t-- _ „A- d i ,-1- .S.,,,i., 1 • i ,... Ri ' 0 — - __ — 1 t li ,-=.- — ----- k 1 ' ,Fr—;7.br , r 2. I Z3 _TT — /. 11 _ _ - — --- — — l' .. I 1 / -7" .....- • / ' -fr ' 1 I __. / / It ----_...._,..... -,---. , .,/ --- - - --- / ,... . ... — ., -- / , ' ....%•\ .."'.. -... .,77 ......'. . ..,,,C,,.. ..'".. --.4. '........ .'''\, ....'.'"'' ''' ,--.-.-- '..-.''."... .. „•-'- — -;----- ......_ ____ ----7-___ .. ,_ .i.. -- _ -.....„. --------*._, ,.. ...._ ....._ , --__ .....-___..:....z...._ _._ .......... ___ ____ ______-_-.1..... _- 1 STAMP NOT VALID .24 ..,... 7:1......"..:„ ,' /,'----'--.. L_ _ -- •••,.... -- --- #- ' . : •-•, 1 UNLESS SIGNED AND DATED / 0-4<o> ' r — ,,,/ .- ;' - 1 :;,•••-::-...-‘,,,m-,-- // ,-7-77; 06 ,..A.i:.... . v I CONSULTING , tsqs\// , A ...... .. . .. 7 ....2.__ • ...__ „ , ,.. ' . . --IP. i • (, I • I 1"-RcS - I riCY/ .,/ 4030 Lake Washington r a Blvd. N.B., Suite 200 1 7 , • ' I ' ,t I ,,,y., /' Kirkland,l'A 98033 • 1 :9 1 \ ". / Tel(425) 827-5874 Ny 1 I 11 11 I i 1 1 I % I JOB IVUMBER i I 11 I CAMB-0001 1 1 , I 1 .1 ,I FIGURE 3 SEC. 32, TWP.24 N.,RGE.5 E., W.M. --inembilimilousiiiimmemmailinimmeMilliellEMIIIIIIIik-, -410111111w-Tor—qw___ligob__ _ I I .1./'1 I • 1 1 S 8 :. 0 C K 3 I T 3.41.01?7- pi_,6, 53f;039 - jr I i.t7 T 2 . I \I -. •,'-' .. 1 s ,o0 /- -7 __ -7 / ,.. ,-- , . . „J____4,7: I l 1 _- "T /1,—,1 I 41 I I //- - .• • •, • , 2 ... PI , ,,W L" '=. 0 40' I i i nim / ... •• • "- -.1.--- 1 ! V]r:-`, :-/ ;I LU ! `' `C,,,t,g44 dvi,,-, OWL9.,4. IIIMII 11 . . . -""---- I ' 1 r:,...,%;;..1 1 k, -, 0 ,-;,:•• I I / 2 SCALE: 1" = 40' TOP OF SLOPE___ I 7". • 41 I . . FIELD LOCATED • ft.,...) •.'' • I ' ' 1 iti I Z (TYP) , i ..,.-,g-, to I I ,.0.}. 11 1 x 3 1 _ -- A2e ,0- \ . ,. I i V'ef'f'(--3'' TRACT A ' l'-' 1 , ,, , t . \..- fsT• .,:-•:-.:::- .,,, \ I : 742 - z .,i:-:•.- .3. c.,\•, . i , `'1,;.0-1 — - ..,.r•t-, ,, 11 8 1 .,.....• , R. 02 0 .-.. / L . ( i ( j . ,. - L T:111111\/ — -- -- - .,',36--- • (- 1 c) CI C ?f, 1 ,.,I .v. 1 1 1 11- AREA TO V) . 4 , L _ „ I , 1 1 , 1 , /fil,',,, CONVEYANCE i , /,..., 0 14 "I SYSTEM , ,3 / I L41 DRIVEWAY / I 1 1 1, 1 * I. I TO ACCESS I. / 4 Lin . , --,,, ..„ , , - - LOT 6 1\ 1-[ - -- -- Fa RFFO-NSTAI 7-5 E ' ---"' Ce 14. I 1 i ..1 >. ii- I. _w•• rit, „,,, ,,_, ,,,. .i, __ , ,_ _ 7 ..... _ _ _\ :::".— -- - C.'-17 - I '--111-1 : . 1 _......,...-- i a , •1 i ' I 1 -- ' `'',••••••,ii‘ ...--Z-...,-.. .z.‘h . _ - " ' • -/--- t- t I EX. DITCH - ---..-_-4 ---;<,,, ' '' '- -47!-,:;.-- --_-- ----\" - ' _"_......;-,- ,,,,;00" -- -)-, , I i --,..,--`-.--.._ ____ --7 ---- , - __ ... - // 1 ,-.___ 1 STAMP NOT VALID UNLESS SIGNED ANO DA7ED TOTAL SITE AREA = 1.43 A a • 6 -':.,. -t:-... ..%:...Z ---------- -----., -.—" , / : : : p — - j... 'ft) / ----'----- ---- ------ (A in _ ...6 r• . q\,* / AREA NEW RESIDENCES = 0.32 AC. ---- — —._. ..,..__. ___ __ . . i ' 7 .._z -----,,,/_ _ , ,, , ----\)_ ,60---; — : --__IP I 4— p ETERSON AREA TO CONVEYANCE SYSTEM = 1.04 AC. . * - ---. -----1 ..-' i 1- 1 ICONSULTING r.0\/ / OFF-SITE FRONTAGE = 0.07 AC. 1 \ (. I N I I-124Si EX. DITCH ' -- -- - /1 ) ON-SITE ROAD = 0.03 AC. AREA TO - --- ix , ‘1 TOTAL LAWN - 0.94 AC. DI TCH I tti ,, j l ' 1! ! 1 it . ir ,‘ . 44. 4030 Lake Washington Blvd. N.E., Suite 200 / AREA TO DITCH = 0.07 AC. Kirkland, WA 98033 ,- OFF-SITE FRONTAGE = 0.06 AC. Tel (425) 827-5874 Fax (425) 822-7216 ON-SITE ROAD = 0.01 AC. V\W • ' • I ,i jag NUMBER CAMB-0001 Ir t I FIGURE 4 Preliminary Technical Information Report for Elsa Ridge Revised September 12, 2002 SECTION 2 - CONDITIONS AND REQUIREMENTS SUMMARY King County Surface Water Design Manual Core Requirements: 1. Discharge at the Natural Location Discharge from the site will be at the natural location. The runoff from the new residences will be infiltrated on site while the runoff from Tract A and the driveway to lot 6 will be collected and conveyed to the existing tightline storm drainage system on Lincoln Avenue NE. 2. Off-Site Analysis A Level 1 Downstream Analysis & Conceptual Drainage Report have been completed. Refer to Section 3 of this report for more information. 3. Flow Control Infiltration trenches are being used in order to meet the flow control requirement for the new residences. The new on-site impervious area from Tract A and the driveway to lot 6 are exempt from flow control per page 1-27 of the 1998 KCSWDM. No. 1 —Impervious Surface Exemption, states that ".....a project is exempt if less than 5,000 square feet of new impervious surface will be added and the project is not within a Landslide Drainage Hazard Area." The total new impervious surface for tract A and the driveway to lot 6 is 1,600 sf and the site is not located in a landslide hazard drainage area per KC Sensitive Area Maps. Therefore, flow control for Tract A or the driveway access to lot 6 is not required. Refer to Section 4 of this report for more information. 4. Conveyance System The proposed conveyance system will collect runoff and discharge it to the existing conveyance system in Lincoln Avenue NE. Refer to Section 5 of this report for more information. 5. Erosion and Sediment Control A temporary Erosion and sediment control plan will be completed and designed in accordance with the City of Renton Standards after preliminary review. Refer to the Section 8 of this report for more information. Peterson Consulting Engineers Page 6 Preliminary Technical Information Report for Elsa Ridge Revised September 12, 2002 King County Surface Water Design Manual Special Requirements: 1. Other Adopted Requirements The site is not located within any Critical Drainage Area, Master Drainage Plan, Basin Plan, Lake Management Plan, or Shared Facility Drainage Plan. Therefore, this site is not subject to any specific adopted requirements. 2. Floodplain/Floodway Delineation The project does not contain nor is it located next to a stream, lake or wetland per KC sensitive area maps. Therefore, no flood plain or floodway delineation is necessary. 3. Flood Protection Facilities The project is not anticipated to be located within a floodplain or a floodway area; therefore,no flood protection facilities are required. 4. Source Control The proposed project does not meet the threshold for source control requirements. 5. Oil Control The proposed project does not meet the threshold for oil control requirements. Peterson Consulting Engineers Page 7 Preliminary Technical Information Report for Elsa Ridge Revised September 12, 2002 SECTION 3 - OFF-SITE ANALYSIS TASK 1: STUDY AREA DEFINITION & MAPS The 1.43-acre site is located at 3785 Lincoln Avenue NE, in the City of Renton, Washington. More generally, the site is located within the Northeast quarter of Section 32, Township 24 North, and Range 5 East of the Willamette Meridian, see Figure 1: Vicinity Map. The site is located within two Sub-Basins of the Cedar River Drainage Basin as defined in the King County Basin Reconnaissance Program Summary Volume II. The east section of the site is in the East Lake Washington Sub-Basin and the west section is in the May Creek Sub- Basin. UPSTREAM DRAINAGE ANALYSIS Upstream area tributary to the site consists of the western half of Lincoln Avenue NE and the first 50 feet of Lincoln Place NE, see Figure 2—Existing Conditions Map. TASK 2: RESOURCE REVIEW Support documentation for the following items may be found in the Appendix. Community Plan The site is located in the Newcastle Community Planning Area (see KC Community Planning Map in Appendix A). Adopted Basin Plan /Basin Reconnaissance Summary Report The site is located in both the East Lake Washington and May Creek Sub-Basin, of the Cedar River Drainage Basin (see Basin Map in Appendix A and the Lake Washington Basin Reconnaissance Report in Appendix B). Note however, the May Creek Basin Report is not included in Volume II of the 1987 Basin Reconnaissance Reports, therefore, is not included in the Appendix of this report. Peterson Consulting Engineers Page 8 Preliminary Technical Information Report for Elsa Ridge Revised September 12, 2002 Critical Drainage Area The site is not located in any of the Critical Drainage Areas as identified in the 1998 King County Surface Water Design Manual. Sensitive Area Folio The King County Sensitive Area maps revealed that the site is located within an erosion hazard area. The maps did not show the site located within any coalmine, stream / 100-year floodplains, wetlands, or seismic hazard areas. However the site is adjacent to a landslide hazard drainage area(see Sensitive Area Maps in Appendix A). SCS Soil Survey The soils on the site, per the SCS Soils mapping, are EvC-Everett Gravelly Sandy Loam, see Figure 4: SCS Soils Map, and EvC Soils Description in Appendix A. This soil type is also confirmed on page 2 of the Geotech Report in Appendix D. Wetlands Inventory There are no classified wetlands on or near the site per the KC website. Drainage Complaints The drainage complaints list from King County Drainage Services can be found in Appendix A. None of the complaints on the list appeared to be in the downstream flowpath of our site. Peterson Consulting Engineers Page 9 AgD `.---. 3 lidI 1j : . BM " j:fT. ' : �(���—IF 5h v / AgC 8 \', \n.rnC 1 Q`%/ I AgC May e --JIKPC.�� — • .•l `. -- .. OvD / r 1.,ri' No . _. . '\ AgC • iieu. r. • • •n .� I BMA /M :" .1 J 9 . ,r.• �� ` 605 . Or_.ii . . • • = Sm a 4114100. if.f. • = • II\c f1 • L® AgD •. , • • AgD NIA t j . ale•:•• .\Jae es__./ • ilk • .r• ... art 1 --• aiiam .. . ......1_ •InC� AkF / q. Ic �. .• •:: . i ' / i I; AkF • .- •• /i �,% EvB r NAME • .. •• SYMBOL 1 ®W a Pr'f • ®��•I nA • AgB • Alderwoad gravelly sandy loom,0 to 6 percent slopes �,. AgC Alderwood gravelly sandy loom,6 to 15 percent slopes .••• - ����- AgD Alderwood gravelly sandy loam, 15 to 30 percent slopes ��+"••++��'�jj��,___ ,�.—f • 8`-'�i�� AkF Alderwood and Kitsap soils,very steep �Ig 7\0•gC AgD AmB Arents,Alderwood material,0 to 6 percent slopes• "Aik �. RvB AmC Arents,Alderwood material,6 to 15 percent slopes• -~R' �'• An Arents, Everett material• _ ,y �vo-- 1. • BeC Beausite gravelly sandy loam,6 to 15 percent slopes .' , \ \, BeD Beausite gravelly sandy loam, 15 to 30 percent slopes _ _ �t,' Cc _ : _ _ _ `� BeC3eF Beausits gravelly 1;;.{a.�:C:0''S p�:�..�.�.L.y,:L ��,},, �� Bh Bellingham silt loam ' ./ it . Br Briscot silt loam <F R' \\`:�, Bu Buckley silt loam � Ir _ r Cb Coastal Beaches ll., \ 1 Ea Earlmont silt loam •;,. . r -�f .— Ed Edgewick fine sandy loam ' r -) EvB Everett gravelly sandy loam,0 to 5 percent slopes \ EvC Everett gravelly sandy loam,5 to 15 percent slopes ' - EvD Everett gravelly sandy loam, 15 to 30 percent slopes . ' r • r- EwC Everett-Alderwood gravelly sandy looms,6 to 15 percent slopes v, 'I -— AgD AkF !• !!r r• I "s__;:_ ut.,,,,,„,. II\ • r 47 • . I 1, I . -• .. 1i h, ' �.BDY II r .. - — —14I_ -� it .. l + . ; a ,i j . : ` ? SCS SOILS MAP ELSA RIDGE SEC. 32, TWP.24 N., RGE. 5 E., W.M. DWN. BY: DATE: JOB NO. N 4030 Lake Washington ETERSON Blvd.N.E.,Suite 200 RSG 7/3/02 CAMB-0001 W CONSULTING Kirkland,WA 98033 ci Tel(425) 827-5874 CHKD. BY: SCALE: a ENCINELRS Fax(425) 822-7216 JAS FIGURE 5 cza Preliminary Technical Information Report for Elsa Ridge Revised September 12, 2002 TASK 3: FIELD INSPECTION A site visit was made on April 4, 2002, during a cloudy overcast day. The site is currently developed as a single-family residence with detached garage. On-site vegetation consists of grass, shrubs, and trees. Access to the site is from Lincoln Avenue NE, see Figure 1: Vicinity Map. The field investigation confirms that the site is split into two drainage basins (east and west). The east basin slopes easterly at approximately 11% and the west basin slopes westerly at approximately 11% until reaching the top of a steep slope area where slopes are greater than 40%, see Figure 2: Existing Conditions Map. No visible drainage problems were observed on-site at the time of the field investigation. TASK 4: DRAINAGE SYSTEM DESCRIPTION AND PROBLEM SCREENING Please reference KC Level 1 Tables and Downstream Flow Map in Appendix"C". East Basin Runoff sheet flows off the site in the northerly direction (point AA). Runoff enters a pipe system (point AC —AE) and then discharges into a ditch (point AF). Runoff continues in the ditch until entering a concrete pipe (point AG), which conveys the runoff beneath NE 40th Street. Runoff is then discharged back into the ditch (point AH), and flows down gradient where it enters a PVC pipe (point AI). Runoff is conveyed under a driveway for approximately 10 feet where it is then discharged into the ditch once again (point AJ). Runoff continues to flow in this ditch, entering and exiting driveway culverts for the remainder of the downstream analysis (point AK—AN). West Basin Runoff sheet flows off the site (point BA), and enters a wet area located west of the site (point BB). The KC sensitive area maps web site and the KC Sensitive Area Map Folio from December of 1990 did not indicate any inventoried wetlands in this area. Runoff leaves this wet area and continues in the northerly direction in a ditch on the east side of Jones Avenue NE(point BC). Runoff is discharged into a ditch(point BD) and flows in the easterly direction until entering a culvert(point BE). Runoff is then conveyed under a road via a culvert and then discharged into May Creek(point BF). Peterson Consulting Engineers Page 11 Preliminary Technical Information Report for Elsa Ridge Revised September 12, 2002 SECTION 4 - FLOW CONTROL AND WATER QUALITY FACILITY ANALYSIS AND DESIGN Existing Site Hydrology: The site contains two basins, the east basin slopes easterly at approximately 11% and the west basin slopes westerly at approximately 11% until reaching the top of a steep slope area where on-site slopes are greater than 40%, please reference Figure 2: Existing Conditions Map, and Figure 3: Basin Map. The soils on the site are Everett gravelly sandy loam, as classified by the SCS Soil Survey Map see Figure 5: SCS Soils Map. Everett soils are classified as outwash soils per page 3-25 of the 1998 KCSWDM. These soils are also confirmed by page 2 of the Geotech Report found in Appendix D. Developed Site Hydrology: The developed site will contain 6 single-family lots and approximately 90 lineal feet of shared driveway with associated utilities, see Figure 4: Developed Conditions Map. Lots 1, 4, and 5, will gain access from Lincoln Avenue NE, Lots 2 and 3 from the shared driveway, and Lot 6 from Lincoln place NE. No runoff from Tract A or the new residences will be directed towards the steep slope area. Runoff from the new roof areas will be collected and conveyed to individual infiltration trenches, and the new lawn areas will be naturally infiltrated. Runoff from Tract A will be collected and discharged into the existing tightline storm drainage system on the east side of Lincoln Avenue NE and the runoff from the driveway to access lot 6 will be collected and discharged into the existing ditch on the south side of Lincoln Place NE. Peterson Consulting Engineers Page 12 Preliminary Technical Information Report for Elsa Ridge Revised September 12, 2002 A. "New Residence/Roof Area" Flow Control Per the flow chart on page 5-4 of the 1998 KCSWDM, if the lots are less than 22,000 sf and contain medium sandy soils then downspout infiltration systems must be used as flow control for the new residences. The geotech 'report in Appendix D by Geotech Consultants Inc. confirms these soil conditions, therefore the roof areas will be infiltrated using downspout infiltration trenches. Per page 5-5 of the 1998 KCSWDM, for every 1,000 sf of roof area, soil consisting of medium sand requires 30 LF of infiltration trench. Please reference the civil plans for more details. The runoff from the remainder of the site will be collected and contained as described below. "New Residence/Roof Areas" Water Quality The pollution generating impervious surface from the new residences are less than the 5,000 sf threshold; therefore per page 1-50, No. 1 Surface Area Exemption, of the 1998 KCSWDM water quality treatment is not required for the roof areas. B. "Tract A" Flow Control The impervious surface in Tract A is less than the 5,000 square feet (sf) threshold (see description for Core Requirement #3, on page 6, of this report), therefore flow control (detention) is not required for Tract A. The runoff from Tract A and the off-site frontage improvements east of the property will be collected in a tightline system and discharged into the existing conveyance system on the east side of Lincoln Avenue NE. Note, the roof areas from the new residences and lawn areas are not included in the KCRTS calculations because they are being infiltrated using downspout infiltration trenches. "Tract A" Water Quality The impervious surface in Tract A is less than the 5,000 sf threshold, therefore per page 1-50, No. 1 Surface Area Exemption, of the 1998 KCSWDM water quality treatment is not required for Tract A. Peterson Consulting Engineers Page 13 Preliminary Technical Information Report for Elsa Ridge Revised September 12, 2002 "Tract A" Runoff Flows The 100-year flow from the developed site of Tract A is approximately 0.05 cfs, see KCRTS output below. The capacity of the existing conveyance system in Lincoln Avenue NE is 9.06 cfs. This was found by taking the size, and slope of the existing storm system adjacent to the site and having FlowMaster solve for "full flow capacity", see FlowMaster below for the capacity analysis of the existing storm system. During the 100-year storm event the runoff from the site is only contributing approximately 0.6% of the total capacity for the existing storm system. Therefore, there should be sufficient capacity in the existing storm system on the east side of Lincoln Avenue NE. Area Table Total Area on site = 1.43 acres Area of Residences = 0.32 acres (infiltrate on- site) Area to Lincoln Place Ditch = 0.07 acres Total Lawn = 0.94 acres (infiltrate on- site) Area to Conveyance System = 0.10 acres Impervious Road: Offsite = 0.07 acres Impervious Road: On-site = 0.03 acres KCRTS Analysis KCRTS Input Scale Factor: Sea-Tac 1.0 Soil Type: Outwash Areas (from above): Impervious (On-site+ Off-site)=0.10 acres Pervious Lawn=0 acres • Peterson Consulting Engineers Page 14 Preliminary Technical Information Report for Elsa Ridge Revised September 12, 2002 KCRTS Output Flow Frequency Analysis Time Series File:tracta.tsf Project Location:Sea-Tac ---Annual Peak Flow Rates--- Flow Frequency Analysis Flow Rate Rank Time of Peak - - Peaks - - Rank Return Prob (CFS) (CFS) Period 0.024 7 2/09/01 2 :00 0.047 1 100.00 0.990 0.021 8 1/05/02 16:00 0.036 2 25. 00 0.960 0.029 3 12/08/02 18:00 0.029 3 10.00 0.900 0.025 6 8/26/04 2 :00 0.029 4 5.00 0. 800 0.029 4 10/28/04 16:00 0.026 5 3.00 0.667 0.026 5 1/18/06 16:00 0.025 6 2. 00 0.500 0.036 2 10/26/06 0:00 0.024 7 1.30 0.231 0 .047 1 1/09/08 6:00 0.021 8 1.10 0.091 Computed Peaks 0.044 50.00 0.980 FlowMaster Analysis The pipe on the east side of Lincoln Avenue NE is an 18" diameter pipe. The slope of this pipe was analyzed by FlowMaster, see slope table below. Pipe Run No. Upstream Invert Downstream Invert Pipe Length Pipe Slope 1 134.58 115.89 294 ft 6.34% FlowMaster Output (Existing Storm System Capacity) l ! Manning's Formula ri m:::: a.;.,, r, ,--m+r.w.,..+...ram_ . Mannings Coefficient:. 0.012 Flow Area: 1:8 ftz Wetted Perimeter:1 4.71 ft Slop .- 0.006340 ft/ft Tap Width:I- - 0.00 ft Critical De the E 1.16'ft Depth:j1.50 ft p 1 Percent Full:P 100.0 % Diameter:1 1 S in - Critical Slope:j -0. 17058 ft/ft Discharge:l9.06 cfs Velocity r"-M- -5.13 ft/s Velocity Head:( 0.41 ft Specific Energy:1 1.91 ft Froude Number:[ 0.00' Maximum Discharge:j 9.75 cfs Discharge Full:1 9.06 cfs Slope Full:[ 0.006340 ft/ft Flow Type:1 N/A Peterson Consulting Engineers Page 15 Preliminary Technical Information Report for Elsa Ridge Revised September 12, 2002 C. "Driveway to Lot 6" Flow Control The new impervious surface tributary to the ditch on the south side of Lincoln Place NE is less than the 5,000 square feet(sf)threshold(see description for Core Requirement#3, on page 6 of this report), therefore flow control(detention) is not required for the driveway area, reference Area Table below. The 100-year developed flow from the area tributary to the ditch in Lincoln Place is 0.03 cfs,therefore a rock pad will be used to disperse the flow from the driveway area into the existing ditch on the south side of Lincoln Place NE see KCRTS output below for developed flows. Note, the roof areas from the new residences and lawn areas are not included in the KCRTS calculations because they are being infiltrated using downspout infiltration trenches. "Driveway to Lot 6" Water Quality The new impervious surface (reference Area Table below) tributary to the ditch on the south side of Lincoln Place NE is less than the 5,000 sf threshold; therefore per page 1-50, No. 1 Surface Area Exemption, of the 1998 KCSWDM water quality treatment is not required for the driveway to lot 6. "Driveway to Lot 6" Runoff Flows The 100-year developed flow to the ditch in Lincoln Place is 0.03 cfs (from KCRTS Output below), therefore a rock pad will be used to disperse the flow from the driveway area into the existing ditch on the south side of Lincoln Place NE see KCRTS output below for developed flows. Peterson Consulting Engineers Page 16 Preliminary Technical Information Report for Elsa Ridge Revised September 12, 2002 Area Table Total Area on site = 1.43 acres Area of Residences = 0.32 acres (infiltrate on-site) Area to Conveyance System = 0.10 acres Total Lawn = 0.94 acres (infiltrate on-site) Area to Lincoln Place Ditch = 0.07 acres Impervious Road: Offsite = 0.06 acres Impervious Road: On-site = 0.01 acres KCRTS Analysis KCRTS Input Scale Factor: Sea-Tac 1.0 Soil Type: Outwash Areas (from above): Impervious (On-site+ Off-site) =0.07 acres KCRTS Output Flow Frequency Analysis Time Series File:lot6driveway.tsf Project Location:Sea-Tac ---Annual Peak Flow Rates--- Flow Frequency Analysis Flow Rate Rank Time of Peak - - Peaks - - Rank Return Prob (CFS) (CFS) Period 0.017 6 2/09/01 2:00 0.033 1 100.00 0.990 0.015 8 1/05/02 16:00 0.026 2 25.00 0.960 0.020 3 12/08/02 18:00 0.020 3 10.00 0.900 0.017 7 8/26/04 2:00 0.020 4 5.00 0.800 0.020 4 10/28/04 16:00 0.018 5 3 .00 0.667 0.018 5 1/18/06 16:00 0. 017 6 2 .00 0.500 0.026 2 10/26/06 0:00 0.017 7 1.30 0.231 0.033 1 1/09/08 6:00 0.015 8 1.10 0.091 Computed Peaks 0.031 50.00 0.980 Peterson Consulting Engineers Page 17 Preliminary Technical Information Report for Elsa Ridge Revised September 12, 2002 SECTION 5 - CONVEYANCE SYSTEM ANALYSIS AND DESIGN The conveyance system analysis and design will be completed after the preliminary review. SECTION 6 - SPECIAL REPORTS AND STUDIES A geotechnical report has been prepared by Geotech Consultants Inc dated September 9, 2002. SECTION 7 - OTHER PERMITS The expected permits associated with this project are as follows: • City of Renton Clearing and Grading • City of Renton Building Permits (New Residences) SECTION 8 - ESC ANALYSIS AND DESIGN A Temporary Erosion and Sediment Control plan will be completed after preliminary review and will be in accordance with the City of Renton standards. SECTION 9 - BOND QUANTITIES, FACILITY SUMMARIES, AND DECLARATION OF COVENANT Bond quantities and declaration of covenants will be completed and submitted with the final set of construction plans. SECTION 10 - OPERATIONS AND MAINTENANCE MANUAL The operations and maintenance manual will be completed after preliminary review and will be in accordance with the City of Renton standards. Peterson Consulting Engineers Page 18 APPENDIX A Map Output Page 1 of 1 • ArcIMS HTML Viewer Ma. 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Capabil- which characteristically underlies Alderwood soils, ity unit VIs-l; woodland group 3f3. is at a depth of 5 to 15 feet. Permeability is rapid. The effective rooting depth is 60 inches or more. Available water capac- Indianola Series ity is low. Runoff is slow, and the erosion hazard is slight. The Indianola series is made up of somewhat This soil is used for timber and pasture and for excessively drained soils that formed under conifers urban development. Capability unit IVs-1; woodland 'n sandy, recessional, stratified glacial drift. group 3f3. These undulating, rolling, and hummocky soils are on terraces. Slopes are 0 to 30 percent. The annual Everett gravelly sandy loam, 5 to 15 percent precipitation is 30 to 55 inches, and the mean slopes (EvC) .--This soil is rolling. Areas are annual air temperature is about 50° F. The frost- irregular in shape, have a convex surface, and range free season is 150 to 210 days. Elevation ranges from 25 acres to more than 200 acres in size. Run- from about sea level to 1,000 feet. off is slow to medium, and the erosion hazard is In a representative profile, the upper 30 inches slight to moderate. is brown, dark yellowish-brown, and light olive- Soils included with this soil in mapping make up brown loamy fine sand. This is underlain by olive no more than 25 percent of the total acreage. Some sand that extends to a depth of 60 inches or more areas are up to 5 percent Alderwood soils, which (pl. I, right) . overlie consolidated glacial till; some are up to Indianola soils are used for timber and for urban 20 percent Neilton very gravelly loamy sand; and development. some are about 15 percent included areas of Everett soils where slopes are more gentle than 5 percent Indianola loamy fine sand, 4 to 15 percent slopes and where they are steeper than 15 percent. (InC) .--This undulating and rolling soil has convex This Everett soil is used for timber and pasture slopes. It is near the edges of upland terraces. and for urban development. Capability unit VIs-1; Areas range from 5 to more than 100 acres in size. woodland group 3f3. Representative profile of Indianola loamy fine sand, 4 to 15 percent slopes, in forest, 1,000 feet Everett gravelly sandy loam, 15 to 30 percent west and 900 feet south of the northeast corner of slopes (EvD) .--This soil occurs as long, narrow sec. 32, T. 25 N., R. 6 E.: areas, mostly along drainageways or on short slopes between terrace benches. It is similar to Everett 01--3/4 inch to 0, leaf litter. gravelly sandy loam, 0 to 5 percent slopes, but in B2lir--0 to 6 inches, brown (10YR 4/3) loamy fine most places is stonier and more gravelly. sand, brown (10YR 5/3) dry; massive; soft, Soils included with this soil in mapping make up very friable, nonsticky, nonplastic; many no more than 30 percent of the total acreage. Some roots; slightly acid; clear, smooth boundary. areas are up to 10 percent Alderwood soils, which 4 to 8 inches thick. overlie consolidated glacial till; some are up to 5 B22ir--6 to 15 inches, dark yellowish-brown (10YR percent the deep, sandy Indianola soils; some are 4/4) loamy fine sand, brown (10YR 5/3) dry; up to 10 percent Neilton very gravelly loamy sand; massive; soft, very friable, nonsticky, non- and some are about 15 percent included areas of plastic; common roots; slightly acid; clear, Everett soils where slopes are less than 15 percent. smooth boundary. 6 to 15 inches thick. Runoff is medium to rapid, and the erosion hazard C1--15 to 30 inches, light olive-brown (2.5Y 5/4) is moderate to severe. loamy fine sand, yellowish brown (10YR 6/4) Most of the acreage is used for timber. Capa- dry; massive; soft, very friable, nonsticky, bility unit VIe-1; woodland group 3f2. nonplastic; common roots; slightly acid; gradual, smooth boundary. 12 to 17 inches Everett-Alderwood gravelly sandy loamy, 6 to 15 thick. percent slopes (EwC) .--This mapping unit is about C2--30 to 60 inches, olive (5Y 5/4) sand, light equal parts Everett and Alderwood soils. The soils brownish gray (2.5Y 6/2) dry; single grain; are rolling. Slopes are dominantly 6 to 10 percent, loose, nonsticky, nonplastic; few roots; but range from gentle to steep. Most areas are slightly acid. Many feet thick. irregular in shape and range from 15 to 100 acres or more in size. In areas classified as Everett There is a thin, very dark brown Al horizon at soils, field examination and geologic maps indicate the surface in some places. The B horizon ranges 16 v ...1'a-1 . ti.,-vv -.v. .. .,.. ......... • Complete( 'Type . Number Code type of Problem address of Problem Comnenp Throe Peo 82-0392 C DRNG 11211 SE 73RD PL- EROSION — _ — --628UZ - 84-0328 C FLOG 11205 SE 77TH PL 85-0428 C VIOLATE SE 11055 72ND ST SEE CLARK 9/82-G if85-0831 6262 85-083 1 C SILTS 5117 RIPLEY LANE SEE626020 85•G428iST WA NOTFYD 626D2 86-0833 C DRNG 7818 111 PL SE SEE 86-0294 56-0294 C DITCHES 7600 111TH PL SE MAINTENANCE 62602 87-0590 C FLDG 6701 •LK WASH BLVD 62602 87-0580 SR WALL � WATER FROA4 ROADWAY 62602 6701 LK�IASH BLVD WALL NOT COUNTY MAINTAINED 62602 87-0907 C DRNG 7904 110TH AVE SE SEEPAGE FM RESIDENTAL CONST 87-1026 C FLOG SE 11030 76TH 5T 626D2 KENNYDALJ=CLEARING OF LAND 626D2 90-0225 C FLDG 5121 RIPLEY LN N STORM 80-0719 C FLOG 6121 RIPLEY LN N BACK UP FROM PIPES/90-225,1077 62602 90-0754 C EROSION 7200 LK WA BLVD62602 90-1120 CL ORNGFLDG SE 11204 767H ST SE CONST WITH NO EROSION CONTROL 90-0225 62gpZ MEMO TO PA DATED MAY 5. 1692 82602 91-0408 C DRNG 7930 110TH AVE SE WATER BYPASSING CATCH BASIN 62602 91-0447 C 'EROSION . 7600 LK WASH BLVD SE DURING CONSTRUCTION OF APIS 91-1135 C DRAINAGE COAL CREEK DRAINAGE REQUIREMENT 82602 84-0400 C DRNG 1-405 &GYPSY CREEK GYPSY CREEK 626026 84-1005 C FLOG I 405 GYPSY CREEK 62603 DRNGi1GYPSY CREEK 62603 Conlplalnt Type Address et Problem • Comai•ntt Tbroe Paps Number Coda Type of Problem 72-0047 C DRNG 11453 SE 87T4 ST 626E3 82-0028 C FLDG 8659 118TH AVE SE 626E3 82-03-46 C FLDG 66l59 118TH AVE SERE NT 626E3 82-0456 C 8428 116TH AVE SE HYDRAULICS STUDY REQUEST 626E3' 89-0714 C FLDG 8409 116TH AVE ' ' SE EASEMENT AND FRONT YARD WATER 626E3 90-1589 C DRNG 8409 116TH AVE SE FILLING DRAIN WAY-SENSITIVE AREA 626E3 92-0381 SR PROPAQSN SE 88THST&121STAV SE 'PROPERTY OFFER 626E3 f r -KC DrArA1i MC p S' MI MI APPENDIX B RECONNAISSANCE REPORT NO. 28 LAKE WASHINGTON,BASIN JUNE 1987 Natural Resources and Parks Division and Surface Water Management Division King County, Washington TABLE OF CONTENTS I. SUMMARY 1 II. INTRODUCTION 1 III. FINDINGS IN LAKE WASHINGTON BASIN 2 A. Overview 2 B. Effects of Urbanization 7 C. Specific Problems 9 1. Threat of damage to property from landslides and erosion processes 9 2. Threat of damage to property from flooding 9 3. Loss of fish habitat 10 IV. RECOMMENDATIONS 11 { A. Mitigate current and prevent future threat of damage from mass-wasting and other forms of erosion 11 B. Mitigate current and prevent future loss of fish habitat 12 V. MAP 15 APPENDICES: APPENDIX A:Estimated Costs A-1 APPENDIX B: Capital Improvement Project Ranking (for East B-1 Lake Washington and West Lake Washington) APPENDIX C: Detailed Findings and Recommendations C-1 SUMMARY Lake Washington Basin combines the East and West Lake Washington Basins, which together consist of the catchments of many small streams that flow directly into Lake Washington. Most of the combined basin lies within the incorporated areas of Seattle and other cities surrounding the lake. The reconnaissance, therefore, focused on five small, somewhat isolated geographic areas on County-administered land. For purposes of the study, these have been named Sheridan, Bryn Mawr, Kenmore, Finn Hill, and Hazelwood. The Lake Washington Basin has been almost completely urbanized. Expansive areas of impervious surface and severely altered stream systems have produced substantial increases in surface water runoff and attendant problems -- flooding, erosion, sedimentation, landslides, and loss of habitat. Even the Hazelwood unit in the southeast quadrant of Lake Washington, the least developed unit studied, shows severe signs of stream erosion caused by housing developments upstream. There were several specific problems found during reconnaissance. There is a threat of damage to property from erosion, including landslides and other forms of mass-wasting_ This is demonstrated by debris slides at the edge of the plateau above Tributary 0228, the more shallow slides on the lakeshore cliffs and ravine of Tributary 0464A, and the severe hillside erosion along Tributaries 0224 and 0227. There is a threat of damage to property from flooding due to the deterioration of some culverts. In addition, there has been damage to fish habitat where streams have been placed in culverts, where there are barriers to fish migration, where the natural features of streams have been destroyed, and where water quality is poor. Recommendations in the Lake Washington Basin include 1) mitigating current and preventing future erosion, using a combination of regulatory measures (such as stiffening requirements for permits and property transfers and implementing joint jurisdictional basin planning) and structural measures (such as increasing R/D capacities where needed, rerouting surface runoff around sensitive areas, and employing instream erosion control). Recommendations also include 2) mitigating current and preventing future loss of habitat with planning and regulatory measures (such as developing water quality standards and treatment strategies and developing consistent guidelines for protecting wetlands and streams) and structural measures (including the elimination of barriers and the use of two-cell R/D ponds). H. INTRODUCTION: History and Goals of the Program In 1985 the King County Council approved funding for the Planning Division (now called the Natural Resources and Parks Division), in coordination with the Surface Water Management Division, to conduct a reconnaissance of 29 major drainage basins located in King County. The effort began with an initial investigation of three basins --Evans, Soos, and Hylebos Creeks -- in order to determine existing and potential surface water problems and to recommend action to mitigate and prevent these problems. These initial investigations used available data and new field observations to examine geology, hydrology, and habitat conditions in each basin. Findings from these three basins led the King County Council to adopt Resolution 6018 in April 1986, calling for reconnaissance to be completed on the remaining 26 basins. The Basin Reconnaissance Program, which was subsequently established, is now an important element of surface water management. The goals of the program are to provide useful data with regard to 1) critical problems needing immediate solutions, 2) basin characteristics for use in the preparation of detailed basin management plans, and 3) capital costs associated with the early resolution of drainage problems. P:LWB 1 Lake Washington Basin (Continued) Creek Basin, and on the west by the Lyon Creek Basin and the city of Lake Forest Park; The Finn Hill area, at the northeastern corner of Lake Washington between Kenmore and Juanita. is bounded on the north by the Sammamish River Basin and on the east and south approximately by 84th Avenue NE from Northeast 145th Street to Juanita Point. The Hazelwood area, in the southeast quadrant of Lake Washington east of Mercer Island, is bounded on the northeast by the Coal Creek Basin, on the southeast by the May Creek Basin, on the south by May Creek and Renton, and on the west by Lake Washington. Only a small part of the shoreline is administered by King County; the rest is within Bellevue or Renton. The total drainage area for Lake Washington is approximately 608 square miles (not including the Lake Sammamish Basin's 97.7 miles). While this basin is large, the actual area studied during reconnaissance is much smaller and includes only the geographic areas listed above. A total of 13 streams were included in the study. The total land area for each geographic unit, together with the lengths of major tributaries, is as follows: Unit Square Miles Maj. Tribs Length Sheridan .5 0048 0.4 Bryn Mawr 2.9 0464D 1.35 mi. Kenmore 2.2 0056 2.00 mi. Finn Hill 6.8 0227 1.00 mi. 0228 2.00 mi. Hazelwood 2.1 0281 1.30 mi. These five geographic units are distributed over four King County Community Planning Areas: The Shoreline Community Planning Area, which contains the Sheridan area, is a mature suburban community, with approximately 90 percent of its usable land already developed. Single-family residences dominate this area, but the number of multi-family units is slowly increasing. The Sheridan area contains some of the highest densities in the planning area: 4-6 single-family units per acre and up to 48 units per gross acre in multi-storied apartment structures in planned unit developments. These maximum densities are located in the south-central portion of the area along Bothell Way (State Road [SR] 522). Community-scale retail business is also located along Bothell Way in the same vicinity. Zoning changes are likely to occur as new multi-family units are considered in single- family zones. Concurrent changes in commercial and business categories should also be anticipated. These changes, however, are likely to occur along Bothell Way and not in the interior of the Sheridan area, which is an established single-family neighborhood. The general character of the area is therefore unlikely to be greatly affected. The Northshore Community Planning Area, which contains the Kenmore and Finn Hill areas. borders on portions of the cities of Bothell, Kirkland, and Redmond. Woodinville. though unincorporated, is a significant population and commercial center. and much of the recent growth of the Northshore Community Planning Area has been concentrated P:LWB 3 Lake Washington Basin (Continued) somewhat to 133,000. The estimated figure for the year 2000 is 135,000. There are dense concentrations of people in White Center and the North Hill neighborhoods. Existing development in the Highline Plan Area is substantial and generally not subject to drastic reordering. Future zoning changes will reinforce and improve existing residential neighborhoods and business centers. Geologic and geomorphic features. The deep, elongated trough occupied by Lake Washington was carved mostly by glacial ice into unconsolidated glacial and nonglacial sediments. Those sediments reach thicknesses of more than 3,000 feet north of Mercer Island, but are thinner where they are lapped onto the bedrock of the Newcastle anticline to the south. The North Seattle and Interlake drift plains (west and east of the trough, merging to the north) are similar in topography and stratigraphy: drumlinoid plateaus surfaced with till overlying proglacial sands and gravels and lacustrine silt exposed mainly in bluffs along the lake. Toward Renton, these materials are plastered over sandstones, siltstones, and volcanic rocks of the Puget Group and folded into a ridge perpendicular to the trough. The topography, which determines current drainage patterns, was shaped by southward ice movements. Streams tend to flow north or south between drumlins. In the Kenmore and Bryn Mawr areas, at the northern and southern ends of the lake, respectively, slopes are relatively gentle, and till mantles the surface to the lake shore. The larger streams in these units flow directly toward the lake, and older sediments are exposed mainly in deep ravines. Along the eastern and western sides of the trough (where the Sheridan, Finn Hill, and Hazelwood areas are located) major streams rise on the plateau and flow parallel to the lake. Trough sideslopes, eroded by the sides of the glacier lobe, are steeper and generally expose the gravels, sands, and silts under till. The creeks in these areas are mostly small and fed by seepage, except where they have captured the flow of plateau streams. The differences in topography and exposure of geologic materials in the various terrains produce differences in the intensity of geomorphic processes. In general, the steep, high lakeshore bluffs have the highest levels of groundwater seepage, landsliding, and actual or potential stream erosion. Trough sideslopes, originally carved by glacial ice, make up all of the Sheridan area, the west-facing hillsides of Hazelwood and Finn Hill, and the bluffs west of Renton Airport in Bryn Mawr. In these areas, there is groundwater seepage in exposed sandy layers perched over silt or till. This seepage contributes to mass movement -- mostly shallow debris slides in Sheridan and Hazelwood, commonly in artificial cuts but including larger slumps in Bryn Mawr and Finn Hill and one large, active slump northeast of the May Creek interchange in Hazelwood. Most streams are short and ephemeral and have not eroded far into the bluffs. But in Finn Hill, greater seepage has formed larger streams: these have cut eastward, expanding their catchment areas and increasing their erosive potential. Likewise, one stream in Hazelwood has carved a deep ravine into the edge of the plateau. These large ravines are quite sensitive to further slope and channel erosion. Where slope aspect is parallel to the direction of ice flow, there is relatively impermeable till at the surface. so that more of the precipitation runs off into numerous smaller streams. The largest of these have cut through the till and into erodible sediments below, forming ravines where sliding and channel erosion are much more active. This is P:LWB 5 Lake Washington Basin (Continued) flows into Tributary 0281. Drainage from subcatchments 18 and 19 is diffuse, flowing into Lake Washington at many points. There were few problems associated with surface runoff in these subcatchments. Tributary 0281, however, has experienced severe channel erosion due to a combination of increased peak flows from new developments in the area and the highly erosive nature of the soils along the channel. Finn Hill area. Finn Hill is the most complex unit in the Lake Washington system. There are seven streams that drain a flat, developing plateau. The gradients of these streams increase to a maximum of 8-12 percent as they approach Lake Washington. Most of the runoff in this basin originates as impervious runoff or seepage out of hillsides. There are several wetlands located in the Finn Hill area. Three are identified in the Sensitive Areas Map Folio (SAMF) -- one along the shore near Inglewood Country Club, another in Big Finn Hill County Park, and the third near Northeast 141st Street and 84th Avenue NE. During the reconnaissance, 10 other wetland sites were discovered, seven of them on the Tributary 0228 system. The hydrologic response to storms in the basin is typically fast, except for Tributary 0288, which is buffered from high peak flows by the many wetlands. Kenmore area. Flow in the Kenmore area originates as runoff from urban areas. The major tributary in the basin, 0056, has been channelized over most of its length. The headwaters of this stream are located in Snohomish County near a major housing development. Although the gradients in the basin are typically lower than those in the other areas, the hydrologic response to storms is still fast due to the lack of vegetation along Tributary 0056, the large amount of runoff from impervious surfaces, and the small size of the basin. Habitat characteristics. Habitat diversity in all stream systems of the Lake Washington Basin has been significantly reduced by urbanization: Long reaches have been channelized or placed in culverts, reducing spawning and rearing areas. Numerous barriers, such as culverts, weirs, dams, and artificial cascades prevent access to upper stream reaches or entry to entire streams. In many streams, urban runoff causes erosion and gravel movement. This fills pools, deposits silt in riffles, and generally causes unstable stream conditions. Headwater areas have lost wetlands and riparian vegetation. The most usable habitat exists in the Finn Hill area where many streams descend from the uplands through deeply incised ravines to Lake Washington. Vegetation in the ravines has generally been left undisturbed, and wide riparian corridors exist all the way to the lake shore. Through these reaches, gradients produce pool-riffle characteristics well-suited to fish use. Woody debris is abundant but often unstable because of high flows. Debris jams are common and produce ephemeral barriers to fish movement. In Tributary 0228, however, conditions for fish use are excellent. Lower reaches of the stream have good pool-riffle sequences and relatively clean, stable gravels, as well as large. deep pools. Woody debris is common and stable; vegetation for stream cover is abundant. Benthic invertebrates are common and diverse, indicating a stable, balanced stream system. Only in this system were spawning and rearing salmonids observed. Even so, a 6-foot-high weir at river mile .45 forms an impassable barrier and prevents upstream migration of anadromous fish. Resident cutthroat trout occupy the upper reaches. particularly in the Finn Hill Park area. P:LWB 7 Lake Washington Basin (Continued) Development in the Finn Hill area began at the turn of the century along the lakeshore. As development continued inland, new drainage systems were constructed and connected to existing ones downstream. The process created a complex drainage system with many sections inadequately sized to handle the added flows. Low divides between many of the subcatchments have compounded the problem and made it easy to divert stormwater into streams other than those to which the water would naturally flow. This cross-basin ditching resulted in one of the more severe problems noted in this basin during reconnaissance. Flow from approximately 75 acres of subcatchment 12 was diverted to subcatchment 13 when a new development was constructed near the ridge line between the two subcatchments. The increased flows to subcatchment 13 caused stream erosion and sediment deposition in Lake Washington. Some of the worst erosion discovered in the basin during reconnaissance occurs in the Finn Hill area on Tributary 0229A. In addition to the hydrologic and geologic problems in Finn Hill, habitat has been lost on Tributaries 0222 and 0228 through the elimination of riparian corridors and wetlands. The Kenmore area has been almost fully developed. Its major tributary (0056) has been channelized over its entire length. The tributary receives runoff from Snohomish County and direct runoff from 61st Avenue NE (a major arterial). The most severe channelization and piping occur along the major arterial where the road has been constructed up the ravine. The crowding of the stream between the road and the valley walls has resulted in erosion of the shoulder and slopes. Tributary 0056 is also piped for approximately 600 feet from 61st Avenue NE and Northeast 180th Street to a condominium complex located on Lake Washington. This eliminates fish habitat and restricts access to upstream migrants. These and other problems are discussed in greater detail in the section on specific problems (below) and in Appendix C. C Specific Problems Identified The discussion outlining the effects of urbanization in the basin identified many of the problems found in the five geographic areas studied during reconnaissance. The following discussion gives further details of those problems and provides examples with regard to erosion, surface water issues, and habitat loss in the Lake Washington Basin. 1. There is a threat of damage to property from landslides and other erosion processes active in the basin. Specific problems include: a. Mass movement, which occurs at all scales in the basin. Slumping takes place in the glacially oversteepened trough sideslopes, usually aided by seepage of groundwater over perching layers. Slides have occurred in the lakeshore slopes of Finn Hill and Hazelwood; an ancient slump is mapped west of Kenmore. Most impressive of all are three prehistoric landslides, all now lying below Lake Wahsington and probably triggered by great earthquakes. One other landslide is located west of the Finn Hill area. Their existence demonstrates the ultimate instability of most steep slopes in this region. b. High rates of mass-wasting in the larger ravines. Examples include the walls of the Lakeridge ravine, on Tributaries 0464D and E (in Bryn Mawr), and many of the ravines in Finn Hill. Movement can occur far uphill, as in the two debris P:LWB 9 Lake Washington Basin (Continued) landscaping works produce barriers of assorted kinds. Specific examples of barriers included: 1) Drop barriers in the form of culverts, weirs and falls occurred in the following locations: a) Tributary 0223 (RM .45), where a concrete spillway is a complete barrier to upstream migration. b) Tributary 0464D (RM .29), where a 3-foot drop from the culvert to the stream surface is a complete barrier. c) Tributary 0227 (RM .18), where an impoundment dam 20-feet high and 60-feet wide is a complete barrier. d) Tributary 0056 (RM .05), where condominium development has landscaped the stream with pools and weirs but provided no fish passage. 2) Flow barriers, formed by culverts without baffles or with steep grades, have formed at the following locations: a) Tributary 0228 (RM .05), where the culvert under Holmes Point Road lacks baffles for fish passage. b) Tributary 0056 (RM .10), where a box culvert under Bothell Way may be a velocity barrier at high flow. 4) Habitat has also been damaged or destroyed because of poor water quality, usually the result of direct entry of road runoff into stream systems. The worst cases of poor water quality found were in places where roads were constructed near stream corridors. This runoff contains greases, oils, gasoline, anti-freeze, and other road-related pollutants. Such problems were apparent in the Kenmore area where Tributary 0056 receives direct runoff from 61st Avenue NE and in Bryn Mawr, which is completely urbanized. III. RECOMMENDATIONS FOR ACTION The following recommendations propose both regulatory and structural remedies for the extensive problems identified and discussed in the previous section. Suggestions for interlocal cooperation are included, where appropriate. A. Mitigate current damage from mass-wasting and other forms of erosion and prevent further problems. 1. Adopt and implement planning and regulatory measures to protect sensitive areas in the Lake Washington Basin: a. King County should closely regulate undeveloped areas within landslide hazard zones that are not already dedicated open space (parks, school property, etc.) P:LWB 11 Lake Washington Basin (Continued) B. Mitigate destruction to fish habitat and prevent further damage. 1 Develop and implement planning and regulatory measures to protect fish habitat. a Establish appropriate interlocal agreements among public entities during the basin planning process. Examples include Snohomish County, Lake Forest Park, Brier, and Bothell in the Kenmore area; Juanita, Kirkland, and Bothell in the Finn Hill area; and Bellevue and Renton in the Hazelwood area. Because of the potential effects to Lake Washington water quality, Metro should also be included in these discussions. b. Establish bilateral agreements between King County and Snohomish County and between King County and the various cities to develop consistent, comprehensive guidelines and regulations for protection and enhancement of wetlands and stream systems throughout the basin. c. The King County Public Works Department should give immediate consideration to the development of water quality standards and treatment strategies for urban stormwater runoff that enters Lake Washington. d. Develop a citizen information and participation program to educate the public on how to become involved with water-resource issues. This is critical to nonpoint control in the Lake Washington Basin. e. Minimize and prevent loss of habitat features: 1) Establish greenbelts or obtain conservation easements for those critical stream corridors and wetlands that remain in the basin. Of particular interest are the headwater areas of streams 0222 and 0228. 2) Cooperate with the Washington State Departments of Fisheries and Game to detect hydraulic code violations throughout the suburban area, particularly in the Finn Hill area where homeowner landscaping causes the loss of quality habitat. 3) Consult with Washington State Departments of Fisheries and Game prior to designing capital improvement projects in order to work out details prior to design. 2. Design and implement structural solutions in order to restore and protect fish habitat in Lake Washington Basin. a. Eliminate drop barriers. Construct downstream weirs or pool-and-weir fish ladders as required. Barriers such as the large dam on Tributary 0227 should be carefully evaluated prior to any removal or construction. (In this case, no action is recommended for the dam.) b. Eliminate flow barriers. Install baffles at 10-foot intervals through culverts. Several types of structures are possible, e.g., slot weirs, angle weirs, and offset baffles. P:LWB 13 <1 C,4 jrt�2 `t;lnt ~ 2 r sT 0 �w a =Y j "� . LAKE WASHINGTON BASIN 23C at > CO O t < rn oo (North Section) V. ' I r 1 $ — U _ 'i C%f N ,,, ST ►+ �� , 1 •ti .r. Basin Boundary µf T' —�—� Subcatchment Boundary •O = 0 �) o O Collection Point N • v� rn El 0 �r Stream 0 r" J ! o\ 0056 Tributary Number h (mid • gh nds a *' A �` `\ •P' "E `,_ •1604 Proposed Project %/7„, , „ ,„ IL3ir,i161-th I ity ,a,,, , , ,7.4„....... a; , © 2 7-f i ~ 1644' --,, N —}— { 0, N N cs5. P _v• Orti~l ' Ilk` 10. { 0 1 2 Mites zA' ji NE • 145 ST '`q• © , on co ` 1 1 ac W ti1 • y O Bitt` < Lake �� !• .1 114 Lak_ 1 s; • 0 City/ p 1'r • 1) July, 1987 Bitter ke oiler ®f . . 160 LakeV NE 1•-• • ?�132 F: > — ' — C. Q .-�i?lle -ke t 0 60( _ \� LTotem ake .. O ! NE Lake N 110 ST ` N ��o P a ` r )C.,) to5 ort gate ^ • 0 �4, i •,� = . � Juanita"k 116 ST Champ f t,16 '�. " Poc t x n . 6k .�, 92 ST Tx � n� , �13 KI .I r 3 e fee Vl.'l7( `� µ ;fy ;.. Ifni Hill N 85 �~ '.4 J. r r r<x_. a N -21❑ 9 <s Pontiac S. 6u ? z ;Nr x qi 75 ST OfZ' Sand Po:It,,, View Ridge < t reen .- Ravc na ; ; Lake Way NE 65 STG E ,. W __.�_ ,y�7�u'�ntl •� Y. II W � Moss goy, .� c t NW ,Grcenl�ike: 'a �`;. 0 4 70SI • ;r 5:. r > T 43114 Laurelhurst Imo . Fremont ! 4T�lall►"tt�;frird {� _ ..,..,_..,1_, � / Jnion HuntsYarrow y g ..' r v 1 ebster i, " �. , y,,, .o Bay Pomt , , Point ya I )908 c t i .� P i t > Z • .`orr. , / 520Cf) A� > " tla e 0 Oti((rnc Anily '' W �N �r i 3��7''1 Z ? a Madi• t► I�... N: C '7 .3 �_ it _Wr+:—. Q \� ���/// C W I �t �'r W? ? ,� I H it `1 z, . ' { � =.9� ,,f;c` tl liiil /�/..`` c• m >'� a'� t 1;tutt.-rar :...,...__ 7 `,'> :! . _ y t.- 4. r\t N‹ 1-- '..' r7 y O o \� Dabney Pt y/ a` _ � - o/ � r 520 �• : " �' 1,„tfw c. d 1, ` o J" i Q' \\ Qtt c•nC Aim - `- a w d Midi n c are' • z 0,� m / S o .� P a H �� ‘,1 .''r ,°, = I D e Medina y a., �� mCapi Hill 4cy m0 > > , 4 C t+ "ER P e :dl 1, Q a `\ a ,,,, y ' ® NEi \, , Madron. � \\*(411140,0,-Pird Dabney Pt �\ TTL �� Groat Pc 1?� ,� / E Cherry St _wa. \ C \ a k< Qsj l .ks,n S( ` C e® ,urn St r -, itu Rik I� 900' �4 Beaux y N Arts � � � 1'] � I I III a '411104 'P f I ` I kl ,_ - sE 24 5TirimMerce ., Ne �� ,67o 0,1 Island _ � � ff .\ic) I ➢ c^ CrllumbiaC.-) N r`.S1i L .ili �''�• � leasuIL • a s Orcas st , , iii „rg t_71.1: 1 H 5 5T y jiti ,, IL '. N Rain r se ee sr !3t AS � �� 69 Valley LAKE WASHINGTON BASIN 19 (South Section !v-•.• ) ...ram► Basin Boundary South Pt !" --ram \. Subcatchment Boundary Kennydal 1 \111PF 2 Collection Point \ "- •a1t11Cr Coleman Pt �N3o f; — boy9 �.- Stream 900 405'44 � 0464D Tributary Number °�, "- 0 `" lipre r, •6404 Proposed Project / .1 ,:ango1 sT % % a�4/L 1 ,‘.. . ,-, • ' ii 1111r. w % L 4 s 124 5 r. •JuIY. 1987 :� ,,s � ''asisl><'►]Lh� � '" a. ;aol .�{ i ,irja) ar: �� ,,ac o 0 ;4 e) �� t y. , ( :�Ut- ._— to ,,\ l Mr .. ';� � i ` \ itttNIS 1 I -do ',lilt% - ,•;., \ -1_, s y. Project Collect. Estimated Costs Number Point Project Description Problem Addressed and Comments 1602` 10 Install a standard control structure at Will mitigate high peak flows discharging $136,000 Wetland the outlet to Wetland 1602 (rated #2) to to Trib. 0228. (Depends on land 1602 increase detention. This wetland will acquisition costs. require further biological evaluation Project should be before RID design and construction. analyzed at time of basin planning.) 1603 12,13 Install piping system necessary to direct Streambed erosion in Trib. 0229A located $252,000 flows (which had been piped from sub- in subcatchment 13. (Project is indepen- catchment 12 to 13) back into collection dently justifiable.) pt. 12. 1604 10 Replace existing undersized cross Flooding on upstream side of culvert, which $25,000 culvert at Juanita Drive. will worsen as development in area con- (Project is indepen- tinues. dently justifiable.) 1605 5 Install 400' of tightline. Hillside erosion and high sediment load in $75,000 Trib. 0224. (Project is indepen- dently justifiable.) P:l.WB.APA A-2 APPENDIX B CAPITAL IMPROVEMENT PROJECT' RANKING LAKE WASHINGTON BASIN (West Lake Washington Projects) Prior to the Lake Washington Basin field reconnaissance, one project had been identified for the West Lake Washington portion of the basin and rated using the CIP selection criteria developed by the Surface Water Management (SWM) and Natural Resources and Parks Divisions. Following the reconnaissance, four projects remain proposed for the West Lake Washington portion of the basin. They include four new, previously unidentified and unrated projects. These displace the previously selected project, which was eliminated based on the consensus of the reconnaissance team. The previous SWM capital improvement project list for the West Lake Washington portion of the Lake Washington Basin had an estimated cost of $300,000. The revised list increases that cost to an estimated 5301,000. The following table summarizes the scores and costs for the CIPs proposed for the basin. These projects were rated according to previously established SWM Program Citizen Advisory Committee criteria. The projects ranked below are those for which the first rating question, Element 1: "GO/NO GO," could be answered affirmatively. These projects can be considered now for merging into the."live" CIP list. RANK PROJECT NO. RATING COST - 1 6405 75 $ 72,000 2 6403 60 56,000 3 6402 44 131,000 4 6404 32 42.000 TOTAL $ 301,000 P:LWB.APB B-1 APPENDIX C DETAILED FINDINGS AND RECOMMENDATIONS LAKE WASHINGTON BASIN All items listed here are located on final display maps in the offices of Surface Water Management, Building and Land Development, and Basin Planning. 'l'rib. & Collect. Existing Anticipated Item" River Mile Point Category Prop. Proj. Conditions and Problems Conditions and Problems Recommendations 1 0056 El Habitat Condominium development has Same as existing conditions. Require development to provide fish RM .05 landscaped stream but pro- passage facilities. vidcd no fish passage through ponds. 2 0056 El Habitat Box culvert under Bothell Same as existing conditions. Construct fish-passage facility at RM .10 Way is a drop barrier to downstream end of box culvert. upstream migrants. 3 0056 El habitat Stream receives road run- As upstream development in- Isolate storm drains from creeks, if RM .50 off from numerous catch- creases, water quality possible. Usc vegetated swales and basins. problems will become more two-cell R/D ponds to filter runoff. severe. 4 0056 El • Habitat Creek has been forced into Same as existing conditions. Add habitat structures to channel, It M0 roadside ditch with road- revegetate banks to provide pro- way construction. habitat tective screen. diversity lost. Fish use declining. 5 0056 E2 I labitat Wetland fills occurring in Loss of wetlands will reduce Establish a cooperative basin Ileadwalers headwater areas of stream productivity and planning agreement with Snohomish Snohomish County (city of summer flows, increasing County and city of Brier for Brier). peaks and volumes of winter protection of wetlands and streams. flows to King County. • P:I.W11.;\PC C-1 'I'rib. & Collect. Existing Anticipated Item River Mile Point Category Prop. Proj. Conditions and Problems Conditions and Problems Recommendations 10 0222 E3 Habitat Historic encroachment on Loss of wetlands may occur in Preserve these headwater areas from I leadwaters wetland. Some fill contin- this headwater area. encroaching development. Remove uing on perimeter. Portion fill; enhance a portion for emergent of wetland is bog. marsh habitat. Problem was referred to Building and Land Development for action. 11 0224 ES Geology Gullying of ravine slopes There will be some increase - Repair tight line. RM .10-.50 below street ends (61st in flows as construction - Route drainage on north side along PI. NE and 62nd Ave. NE), proceeds on the plateau. bench above the stream (county road culvert outfall (RM 0.45), Main problem, though, is poor and sewer right-of-way) to the west, and broken tightline design and/or failure of or tightline to the stream in a (RM 0.35). Sandy slopes drainage structures. safe, nonerosive manner. are naturally sensitive - Tightline culvert at RM .45. to channel erosion and sliding. Sedimentation in R/D pond at valley mouth. 12 0224 E5 Hydrology Privately owned instream No future problems antici- None. RM .10 sediment pond exists at pated. this river mile. Pond was found to be nearly filled with sediment. This sediment accumulation appears to be a natural process and not a result of increased peak flows from upstream developments. 13 0224 ES hydrology 1605 Severe hillside erosion Continued hillside erosion Tightline drainage to bottom of hill RM .45 & Geology caused by surface runoff until mitigating measures and provide adequate energy dissipa- from NE 154th St. dis- are taken. tion. charging at the top of a steep slope. • I':I.W13.AI'C C-3 '1'rib. & Collect. Existing Anticipated Item River Mile Point Category Prop. Proj. Conditions and Problems Conditions and Problems Recommendations 19 0227.E E7 Geology Some channel erosion along Probably due to runoff from Control discharge of runoff from edge RM .25-.40 small tributary channels. homes along edge of plateau. of plateau, especially from any Some deposition above new Soils and slopes are very future sources. May be necessary to housing development. sensitive to erosion. Could tightline some of the existing become a major problem for sources on the steepest slopes to the the downhill development, bottom of hill in a safe, nonerosive especially since it is manner. located at the focus of a theater-shaped valley. 20 022713 E7 Hydrology Tightline has separated, Slopes will continue to be Repair tightline in such a way that RM .00-.25 & Geology allowing water to erode severely eroded until the segments of culvert can't become steep hillslope and cause pipe is fixed. This problem separated, or replace line with gullying in small tribu- may be the major source of flexible pipe. (Problem referred to tary channel. Deposition sediment filling the pond on King County Drainage Investigation in Trib. 0227 at Holmes Trib. 0227. and Roads Maintenance sections.) Pt. Dr. (Problem was first identified in 1986.) 21 0228 E9 Habitat Concrete culvert under No change. Same as existing Install baffles in culvert. Back- RM .05 Holmes Pt. Dr. is a partial conditions. flood to eliminate drop. migration barrier due to velocity and outfall drop. P:I.W13.APC C-5 Trib. & Collect. Existing Anticipated Item River Mile Point Category Prop. Proj. Conditions and Problems Conditions and Problems Recommendations 27 0228 EIO Iydrology 1602 Project proposed by County Plateau area is developing. Analyze project at time of basin RM 1.45 Surface Water Management This location is excellent planning to determine if project is to acquire wetland and for addressing increased necessary. Conduct thorough biologi- construct control structure peak flows. cal analysis to determine effects at to increase storage that time. capacity. 28 0228 Ell Iydrology Road embankment is eroding Continued embankment erosion Install riprap on eroding area. RM 1.55 into Trib. 0228 at this of NE 138th St. Problem referred to King County road location. Most of shoulder maintenance section of Public Works. has been lost. 29 0228 Ell Hydrology Storm-drainage infiltration Continued flooding and sub- Install underground vault in place of RM 2.40 field is failing due to basin erosion until mitigat- drain field and discharge to nearby impervious soils. This is ing measures are taken. drainage swale. Problem referred to causing frequent flooding Drainage Investigation Section of and failure of road sub- Surface Water Management. base of 149th PI. 30 0229A E13 Geology Channel downcutting, bank- Recent roadside ditching - Increase R/D facilities north of NE RM .00- and lower-slope erosion; has expanded the drainage 120th St. .60 deposition at the mouth. area, so downstream problems - Consider inchannel check dams in Landstiding on ravine may increase. Impervious middle reach (state property). slopes. surface area may increase -Consider redirecting flow from area greatly upstream, causing west of 76th Pl. NE back to the accelerating erosion in the southwest (tightline along NE 115th ravine. St. and through small ravine). P:l.W13.APC C-7 "l'rih. & Collect. Existing Anticipated Item River Mile Point Category Prop. Proj. Conditions and Problems Conditions and Problems Recommendations 35 0281 E16 Geology Active, major downcutting Erosion seems to be a re- -Assure proper functioning of RM .30-.85 & hydrology in the ravine (RM .40-.65), sponse to increase in high upstream R/D facilities undercutting lower slopes; flows caused by development (especially at SE 60th St.). bank erosion upstream upstream. Further increases -Require onsite R/D if/when the two (RM .65-.85). Valley is in impervious surfaces up- large parcels along 116th Ave. SE cut into erodible sands stream could aggravate are developed. Any runoff from and gravels. Channel erosion. Two R/D facilities homes in Lake Heights (cast of erosion is undercutting upstream at SE 60th St. may valley) should be routed around to hillslopes in places. have already improved the the north; prohibit uncontrolled Heavy deposition in R/D situation but the sands and discharge onto hillslopes. pond (RM .40); deposition gravels are very susceptible -In the ravine, reinforce the small also around docks at mouth. to erosion. bridge (RM .65) so that downcutting Problem may be affected can migrate no further upstream. by presence of sewer line Consider installation of check dams in ravine. or gabion weirs in gully. Maintain natural vegetation in the corridor. 36 0281 E17 Hydrology Existing R/D facility is No change. None. RM 1.14 detaining water nearly to capacity. Providing good detention for tributary. . 40 0464D W6 Hydrology Large quantities of sedi- Problem will continue until Problem referred to drainage RM .00 ment accumulating in lower groundcover is reestablished, investigation section of Surface reaches. New construction Water Management. upstream not controlling erosion into creek. P:I.W 13.APC C-9 Trib. & Collect. Existing Anticipated Item River Mile Point Category Prop. Proj. Conditions and Problems Conditions and Problems Recommendations 42 0464D W5 Hydrology 6403 Bottom 8' section of cul- Roadbed erosion will continue Replace bottom section of pipe, RM .96 vert crossing S 115th St. until mitigating measures install gabions to stabilize failing has failed, causing road- are employed. hank, and remove debris from upstream bed erosion. Upstream end end. is blocked with debris, causing water to pond to a depth of 4-6'. 43 . 0464E W5 Hydrology 6402 A small wetland exists on All of the flows generated by Acquire wetland and construct a RM .96 the upstream side of Renton subcatchment 4 could be control structure in the culvert Ave., probably a result detained by a detention crossing Renton Ave. of the high fill berm used pond at this location. for the road. 44 -- W8,9 Geology Runoff from roads, street Gullying will continue as Route flows (especially from culvert (hillsides) ends, etc., is eroding in- long as flows are routed NE of Dimmit Jr. H.S.) around the to the hillside along onto the slope. Sediment area, or tightline to bottom of hill. several pathways, mostly may affect homes downhill. within King County park land. 45 0464I W8 Iydrology 6304 Small depression located Location is ideal for Install standard control structure on RM 1.32 at corner of 85th Ave S detention. With suitable on upstream side of cross-culvert and Bowling St. control structure, detention to detain flows in depression. can protect downstream reaches. I':I.WI3.AP(' C-11 APPENDIX C • r - v...,1 . .. .1 1 ' ._.e.e__• r ..'' ---- 6' • R . , . n• i . ..ez.., _„_,cipfr4P".. „ ":"-1,44 .... --r_*,i,,,. •••,,,474.._.6474.0_0„.,..,. mil ,.4.t.i ,., ii .. :. i k ,...0::"- •.,..,ii.-, , i ' . " ,,_ , ,... .,„,.......a.a....... .. .---. ,....-, ,....,...___N„. ____ -,... - . .. •u•oi .... J t• • et .-- • ' "•••eett-tg ...' ''...J"'.... I . 6 ' •••• •••• •••••• .7;I:.',."f.' • .....'''' lir .silli IINIIK 71 ..) 's 3 I 3 N AlAY N- 4 .' 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AA Sheet flow Grass area on site +/-8% 0 Slight erosion Slight erosion No defined ditch AB Concentrated flow Roadside edge +/-6% 10 Debris Debris No defined ditch AC 12" corrugated Leaves roadside edge, +/-3% 250 Debris Debris Pipe mostly filled with debris PVC pipe enters pipe system AD Pipe system Pipe system +/-3% 300 Slight Slight No visible problems sediments sediments AE 18" corrugated Leaves pipe system, +/-3% 504 Slight erosion Slight erosion No visible problems PVC pipe enters stream channel AF Ditch 5ft deep; 2ft wide; +/-6% 580 Slight erosion Slight erosion Channel has capacity 2:1 side slopes AG 2.5ft concrete pipe Under NE 40th Street +/-3% 590 Debris Debris No visible problems AH Ditch 6ft deep; 2ft wide; +/-8% 600 Slight erosion Slight erosion Channel has capacity 2:1 side slopes _ Al 2.5ft corrugated Under road to +/-2% 840 Debris Debris No visible problems pvc pipe apartments • Al Ditch 3ft-5ft deep; 3ft wide; +/-3% 850 _Slight erosion Slight erosion Channel has capacity 3:1 side slopes , AK Culvert Under driveway to +/-0.5% 1,950 Debris Debris No visible problems church AL Ditch 2ft deep; 2ft wide; +/-2% 2,100 Slight erosion Slight erosion Channel has capacity 3:1 side slopes AM Culvert Under NE 43rd Place +/-0.5% 2,110 Debris Debris Sediments at inlet AN Ditch 2ft deep; 3ft wide; +/-1% 2,140 Slight erosion Slight erosion Over grown vegetation 4:1 side slopes 98-4\inB04 OFF-SITE ANALYSIS DRAINAGE SYSTEM TABLE SURFACE WATER DESIGN MANUAL, CORE REQUIREMENT#2 Basin: Cedar River/Lake Washington Subbasin Name: May Creek Subbasin Number: West Basin Symbol Drain age ���na e Co p�rc� eat lrap • Distance Emsfing Potential Obse ation :offield Component Ty } Dsscriplion from site Problems Problems inspector, resource Name .and.:. ire discharge rev..iewe! or resident ::: ' ': : �..�'. .. ..�.:: � _ %: �. ..: � Il:tllll {{IIIIII. l::il{tl""/"'IIl.tlll � 111.4� M V FIHiHM ��. 1,.>r,..,,MMI•YM!!!!•:;,,.:..M. i:�V,_11i;:;:1,N,, A ._.'.: ..`: 'li 1:..... . �. ..:If.M-{..\{ .... {..,....tea-- I.. 111.:: 11 ..:•.�:::::..:. :. . : •:.::•::v::..: .: .. :{: � ~• ' ..._......... . .. ....... .... imi;,.w94,,,,,C UDKitleiti . 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BA Sheet flow Over steep slopes +/-40% 0 Steep slopes Steep slopes Brush, ferns, very small trees BB Wet Area Skunk cabbage & brush +/-1% 150 None visible None visible No visible problems BC Channel flow Roadside ditch +/-1% 400 Debris Debris No visible problems BD Channel flow Small stream +/-2% 800 Slight erosion Slight erosion No visible problems BE Culvert Under +/-0.5% 805 Debris Debris No visible problems BF Channel flow May Creek +/-1% 830 Slight erosion Slight erosion No visible problems 98-4\inB04 APPENDIX D LtAM b2-O Li() GF O T E C H 13256 Northeast 20th Street,Suite 16 i Bellevue,Washington 98005 CONSULTANTS, INC. (425)747-5618 FAX(425)747-8561 September 9, 2002 Cambridge Homes MICROFILMED JN 02326 1800 Northeast 44th Street Renton, Washington 98056 DEVE, Attention: Dale Huffman C! r- =i� 01.4 r• Subject: Transmittal Letter— Geotechnical Engineering Study Proposed Elsa Ridge Subdivision 3785 Lincoln Avenue Northeast � � �VE® Renton, Washington Dear Mr. Huffman: We are pleased to present this geotechnical engineering report for the proposed Elsa Ridge Subdivision in Renton, Washington. The scope of our services consisted of exploring site surface and subsurface conditions, and then developing this report to provide recommendations for general earthwork, design criteria for foundations and retaining walls, and slope setbacks. This work was authorized by your acceptance of our proposal, P-5860, dated August 14, 2002. The attached report contains a discussion of the study and our recommendations. Please contact us if there are any questions regarding this report, or for further assistance during the design and construction phases of this project. Respectfully submitted, GEOTECH CONSULTANTS, INC. ilzu-, - Kristopher T. Hauck Geotechnical Engineer cc: Peterson Consulting Engineers —Jennifer Steig, P.E. via facsimile: (425) 822-7216 KTH/MRM: alt GEOTECH CONSULTANTS, INC. GEOTECHNICAL ENGINEERING STUDY Proposed Elsa Ridge Subdivision 3785 Lincoln Avenue Northeast Renton, Washington This report presents the findings and recommendations of our geotechnical engineering study for the site of the proposed Elsa Ridge Subdivision to be located at 3785 Lincoln Avenue Northeast in Renton, Washington. We were provided with site plans and a topographic map. Peterson Consulting Engineers developed these plans, which are dated July 5, 2002. Based on these plans, we understand that the property will be divided into six different residential lots, with the existing residence remaining on one of the lots. The existing garage located on the northern portion of the site will be removed. The development of plans for the individual homes is still in the planning stage, thus detailed plans for the houses and site grading were not available at the time of this report. We understand that each lot is to contain an infiltration trench for disposal of storm water. If the scope of the project changes from what we have described above, we should be provided with revised plans in order to determine if modifications to the recommendations and conclusions of this report are warranted. • SITE CONDITIONS SURFACE The Vicinity Map, Plate 1, illustrates the general location of the site. The site is located on the west side of Lincoln Avenue Northeast in Renton. The property is generally rectangular in shape, with approximately 210 feet of frontage along Lincoln Avenue Northeast and a depth of approximately 296 feet in the east-west direction. An existing residence (#3758) is located in the center of the site. This house contains a basement with an approximate finished floor elevation of 129 feet and a main floor elevation of approximately 136 feet. A gravel driveway extends into the site from the northeast corner of the property, and extends west to the north side of the existing residence. A detached garage is located northwest of the house. This structure appears to be supported on small concrete blocks/pads. The eastern two-thirds of the site is generally landscaped with grass and medium-sized deciduous and coniferous trees, This portion of the property is relatively flat, with only 1 to 2 feet of fall from east to west. The ground around the existing residence is a few feet higher in elevation than the surrounding grade. The western one-third of the site is steeply sloped at an inclination of approximately 65 to 75 percent. This west-facing slope has a height of approximately 50 to 55 feet. There were no visible indications of recent slope instability such as tension cracks, areas of disturbed vegetation, or slide scarps. However, some of the westernmost trees do exhibit a slight lean, possibly resulting from downslope creep of the near-surface soils. The steep slope appears to end near the west property line. The properties to the north and south are developed with single-family residences that are set back from the common property lines more than 10 feet. The lot to the south contains an existing gravel driveway that runs parallel to the property line and is approximately 10 feet away at its closest point. GEOTECH CONSULTANTS, INC. • Cambridge Homes JN 02326 September 9, 2002 Page 2 SUBSURFACE The subsurface conditions were explored by excavating five test pits at the approximate locations shown on the Site Exploration Plan, Plate 2. Our exploration program was based on the proposed construction, anticipated subsurface conditions and those encountered during exploration, and the scope of work outlined in our proposal. The test pits were excavated on August 27, 2002 with a rubber-tired backhoe. A geotechnical engineer from our staff observed the excavation process, logged the test pits, and obtained representative samples of the soil encountered. "Grab" samples of selected subsurface soil were collected from the backhoe bucket. The Test Pit Logs are attached to this report as Plates 3 through 5. Soil Conditions The test pits generally encountered approximately 2 to 3 feet of loose, medium- to fine- grained sand overlying medium-dense, medium-grained sand. These sands are generally well-graded with very little fines after approximately 3 feet in depth. One test pit (Test Pit 1), located directly south of the existing residence, encountered approximately 3 feet of loose fill overlying the native soil. These findings confirm the soils mapped by the U.S. Soil Conservation Service (SCS) are Everett gravelly, sandy loam. The maximum explored depth of the test pits was 13 feet from the existing grade. No obstructions were revealed by our explorations. However, debris, buried utilities, and old foundation and slab elements are commonly encountered on sites that have had previous development. Groundwater Conditions No groundwater seepage and no indications of wet soils were observed during our explorations. The test pits were left open for only a short time period and were conducted following a relatively dry summer. However, based on the permeability of the encountered soils, we do not anticipate that significant groundwater will be encountered within the depth of the explorations. The final logs represent our interpretations of the field logs and laboratory tests. The stratification lines on the logs represent the approximate boundaries between soil types at the exploration locations. The actual transition between soil types may be gradual, and subsurface conditions can vary between exploration locations. The logs provide specific subsurface information only at the locations tested. The relative densities and moisture descriptions indicated on the test pit logs are interpretive descriptions based on the conditions observed during excavation. The compaction of backfill was not in the scope of our services. Loose soil will therefore be found in the area of the test pits. If this presents a problem, the backfill will need to be removed and replaced with structural fill during construction. GEOTECH CONSULTANTS, INC. Cambridge Homes JN 02326 September 9, 2002 Page 3 CONCLUSIONS AND RECOMMENDATIONS GENERAL THIS SECTION CONTAINS A SUMMARY OF OUR STUDY AND FINDINGS FOR THE PURPOSES OF A GENERAL OVERVIEW ONLY. MORE SPECIFIC RECOMMENDATIONS AND CONCLUSIONS ARE CONTAINED IN THE REMAINDER OF THIS REPORT. ANY PARTY RELYING ON THIS REPORT SHOULD READ THE ENTIRE DOCUMENT. The test pits conducted for this study encountered medium-dense, medium-grained sands at depths of approximately 3 to 4 feet below the existing grade. Based on our findings and engineering analysis, it is our opinion that the proposed building can be supported by conventional continuous and spread footings bearing directly on the medium-dense native soil. Of primary concern for development of the site is the protection of the planned structures from future instability on the steep slope located on the western one-third of the site. Typically, slopes comprised of sands such as this will experience periodic shallow instability as the near-surface soils loosen over time due to weathering. Deep instability is not anticipated. In order to evaluate an appropriate slope setback for the planned structures, we performed a slope stability analysis using the PCSTALB6 program developed by Purdue University. We analyzed the slope's stability under both static and earthquake conditions. Based on these analyses, we recommend that the structures be located no less than 45 feet from the crest of the steep slope. This slope setback consists of a 10-foot undisturbed buffer at the top of the slope, and a 35-foot foundation setback from the buffer. Appendix A contains the results of our slope stability analysis. In our opinion, the slope setback for the houses could be reduced to 40 feet if the western houses utilize a basement that extends to at least 7 feet below the lowest surrounding grade. No grading or clearing should occur within the recommended 10-foot buffer zone. Non-critical elements, such as patios and sheds, could be located within the foundation setback zone. In addition to these setbacks, any hardscape/landscape elements, such as brick patios, should not be sloped to drain to the slope. Based on our explorations and laboratory analyses, it is our opinion that infiltration is feasible at this site. We understand that each lot will control its own surface water with infiltration trenches. The test pits generally found medium-grained sand at approximately 3 to 4 feet from the existing grade. Since the sites are less than 22,000 square feet, and medium-grained sands were encountered, the infiltration trenches can be designed using the values given in Section 5.1.1 of the King County Surface Water Design Manual (KCSWDM). However, some overexcavation to reach the medium sands may be necessary, especially on Lots 3 and 6, due to the presence of some fill soil at the surface surrounding the existing residence. Therefore, the elevation of the infiltration trench may need to be lowered in these areas. If the trenches are located over 45 feet from the steep slope, their operation should not adversely affect slope stability. The reuse of these soils as structural fill will likely only be successful during hot, dry weather. On previous projects utilizing similar sand soils as fill, they have required repeated compaction and wetting to obtain adequate compaction for structural fill. Imported granular fill will be needed wherever it is not possible to adequately compact the on-site soils. The erosion control measures needed during the site development will depend heavily on the weather conditions that are encountered. We recommend that a wire-backed silt fence and highly- visible construction fence be erected at the edge of the undisturbed buffer prior to beginning GEOTECH CONSULTANTS, INC. Cambridge Homes JN 02326 September 9, 2002 Page 4 substantial site clearing activities. Rocked construction roads should be extended into the site to reduce the amount of mud and soil carried off the property by trucks and equipment. Wherever possible, these roads should follow the alignment of planned pavements. Cut slopes and soil stockpiles should be covered with plastic during both wet and dry weather. This prevents erosion and keeps the sands from drying out during hot weather. Following rough grading, it may be necessary to mulch or hydroseed bare areas that will not be immediately covered with landscaping or an impervious surface. Additional erosion control measures may need to be implemented to address the conditions encountered during site work. Geotech Consultants, Inc. should be allowed to review the final development plans to verify that the recommendations presented in this report are adequately addressed in the design. Such a plan review would be additional work beyond the current scope of work for this study, and it may include revisions to our recommendations to accommodate site, development, and geotechnical constraints that become more evident during the review process. We recommend including this report, in its entirety, in the project contract documents. This report should also be provided to any future property owners so they will be aware of our findings and recommendations. SEISMIC CONSIDERATIONS The site is located within Seismic Zone 3, as illustrated on Figure No. 16-2 of the 1997 Uniform Building Code (UBC). In accordance with Table 16-J of the 1997 UBC, the site soil profile within 100 feet of the ground surface is best represented by Soil Profile Type SD (Stiff Soil). The site soils are not susceptible to seismic liquefaction because of their medium-dense nature and the absence of near-surface groundwater. CONVENTIONAL FOUNDATIONS The proposed structures can be supported on conventional continuous and spread footings bearing on undisturbed, medium-dense native sand. See the section entitled General Earthwork and Structural Fill for recommendations regarding the placement and compaction of structural fill beneath structures. Adequate compaction of structural fill should be verified with frequent density testing during fill placement. Prior to placing structural fill beneath foundations, the excavation should be observed by the geotechnical engineer to document that adequate bearing soils have been exposed. We recommend that continuous and individual spread footings have minimum widths of 12 and 16 inches, respectively. Footings should also be bottomed at least 18 inches below the lowest adjacent finish ground surface. The local building codes should be reviewed to determine if different footing widths or embedment depths are required. Footing subgrades must be cleaned of loose or disturbed soil prior to pouring concrete. Depending upon site and equipment constraints, this may require removing the disturbed soil by hand. Depending on the final site grades, overexcavation may be required below the footings to expose competent native soil. Unless lean concrete is used to fill an overexcavated hole, the overexcavation must be at least as wide at the bottom as the sum of the depth of the overexcavation and the footing width. For example, an overexcavation extending 2 feet below the bottom of a 2-foot-wide footing must be at least 4 feet wide at the base of the excavation. If lean concrete is used, the overexcavation need only extend 6 inches beyond the edges of the footing. GEOTECH CONSULTANTS, INC. Cambridge Homes JN 02326 September 9, 2002 Page 5 An allowable bearing pressure of 2,500 pounds per square foot (psf) is appropriate for footings supported on competent native soil. A one-third increase in this design bearing pressure may be used when considering short-term wind or seismic loads. For the above design criteria, it is anticipated that the total post-construction settlement of footings founded on competent native soil, or on structural fill up to 5 feet in thickness, will be about one-half inch, with differential settlements on the order of one-half inch in a distance of 50 feet along a continuous footing with a uniform load. Lateral loads due to wind or seismic forces may be resisted by friction between the foundation and the bearing soil, or by passive earth pressure acting on the vertical, embedded portions of the foundation. For the latter condition, the foundation must be either poured directly against relatively level, undisturbed soil or be surrounded by level structural fill. We recommend using the following ultimate values for the foundation's resistance to lateral loading: PARAMETER ULTIMATE VALUE Coefficient of Friction 0.45 Passive Earth Pressure 300 pcf Where: (i)pcf is pounds per cubic foot, and(ii)passive earth pressure is computed using the equivalent fluid density. If the ground in front of a foundation is loose or sloping, the passive earth pressure given above will not be appropriate. We recommend maintaining a safety factor of at least 1.5 for the foundation's resistance to lateral loading, when using the above ultimate values. PERMANENT FOUNDATION AND RETAINING WALLS Retaining walls backfilled on only one side should be designed to resist the lateral earth pressures imposed by the soil they retain. The following recommended parameters are for walls that restrain level backfill: PARAMETER VALUE Active Earth Pressure * 35 pcf Passive Earth Pressure 300 pcf Coefficient of Friction 0.45 Soil Unit Weight 130 pcf Where: (i) pcf is pounds per cubic foot, and (ii) active and passive earth pressures are computed using the equivalent fluid pressures. * For a restrained wall that cannot deflect at least 0.002 times its height, a uniform lateral pressure equal to 10 psf times the height of the wall should be added to the above active equivalent fluid pressure. GEOTECH CONSULTANTS, INC. Cambridge Homes JN 02326 September 9, 2002 Page 6 The values given above are to be used to design permanent foundation and retaining walls only. The passive pressure given is appropriate for the depth of level structural fill placed in front of a retaining or foundation wall only. The values for friction and passive resistance are ultimate values and do not include a safety factor. We recommend a safety factor of at least 1.5 for overturning and sliding, when using the above values to design the walls. Restrained wall soil parameters should be utilized for a distance of 1.5 times the wall height from corners or bends in the walls. This is intended to reduce the amount of cracking that can occur where a wall is restrained by a corner. The design values given above do not include the effects of any hydrostatic pressures behind the walls and assume that no surcharges, such as those caused by slopes, vehicles, or adjacent foundations will be exerted on the walls. If these conditions exist, those pressures should be added to the above lateral soil pressures. Where sloping backfill is desired behind the walls, we will need to be given the wall dimensions and the slope of the backfill in order to provide the appropriate design earth pressures. Heavy construction equipment should not be operated behind retaining and foundation walls within a distance equal to the height of a wall, unless the walls are designed for the additional lateral pressures resulting from the equipment. The wall design criteria assume that the backfill will be well compacted in lifts no thicker than 12 inches. The compaction of backfill near the walls should • be accomplished with hand-operated equipment to prevent the walls from being overloaded by the higher soil forces that occur during compaction. Retaining Wall Backfill and Waterproofing Backfill placed behind retaining or foundation walls should be coarse, free-draining structural fill containing no organics. This backfill should contain no more than 5 percent silt or clay particles and have no gravel greater than 4 inches in diameter. The percentage of particles passing the No. 4 sieve should be between 25 and 70 percent. If the native sand is used as backfill, a minimum .12-inch width of free-draining gravel should be placed against the backfilled retaining walls. The drainage composites should be hydraulically connected to the foundation drain system. Free-draining backfill or gravel should be used for the entire width of the backfill where seepage is encountered. For increased protection, drainage composites should be placed along cut slope faces, and the walls should be backfilled entirely with free-draining soil. The purpose of these backfill requirements is to ensure that the design criteria for a retaining wall are not exceeded because of a build-up of hydrostatic pressure behind the wall. The top 12 to 18 inches of the backfill should consist of a compacted, relatively impermeable soil or topsoil, or the surface should be paved. The ground surface must also slope away from backfilled walls to reduce the potential for surface water to percolate into the backfill. The section entitled General Earthwork and Structural Fill contains recommendations regarding the placement and compaction of structural fill behind retaining and foundation walls. The above recommendations are not intended to waterproof below-grade walls. Over time, the performance of subsurface drainage systems can degrade, subsurface groundwater flow patterns can change, and utilities can break or develop leaks. Therefore, waterproofing should be provided where future seepage through the walls is not acceptable. This typically includes limiting cold-joints and wall penetrations, and using bentonite panels or membranes on the outside of the walls. Waterproofing systems should be installed by an GEOTECH CONSULTANTS, INC. • Cambridge Homes JN 02326 September 9, 2002 Page 7 experienced contractor familiar with the anticipated construction and subsurface conditions. Applying a thin coat of asphalt emulsion to the outside face of a wall is not considered waterproofing, and will only help to reduce moisture generated from water vapor or capillary action from seeping through the concrete. As with any project, adequate ventilation of basement and crawl space areas is important to prevent a build up of water vapor that is commonly transmitted through concrete walls from the surrounding soil. even when seepage is not present. This is appropriate even when waterproofing is applied to the outside of foundation and retaining walls. SLABS-ON-GRADE The building floors may be constructed as slabs-on-grade atop non-organic native soils. The subgrade soil must be in a firm, non-yielding condition at the time of slab construction or underslab fill placement. Any soft areas encountered should be excavated and replaced with select, imported structural fill. All slabs-on-grade should be underlain by a capillary break or drainage layer consisting of a minimum 4-inch thickness of coarse, free-draining structural fill with a gradation similar to that discussed in Permanent Foundation and Retaining Walls. As noted by the American Concrete Institute (ACI) in the Guides for Concrete Floor and Slab Structures, proper moisture protection is desirable immediately below any on-grade slab that will be covered by tile, wood, carpet, impermeable floor coverings, or any moisture-sensitive equipment or products. ACI also notes that • vapor retarders, such as 6-mil plastic sheeting, are typically used. A vapor retarder is defined as a material with a permeance of less than 0.3 US perms per square foot (psf) per hour, as determined by ASTM E 96. It is possible that concrete admixtures may meet this specification, although the manufacturers of the admixtures should be consulted. Where plastic sheeting is used under slabs, joints should overlap by at least 6 inches and be sealed with adhesive tape. The sheeting should extend to the foundation walls for maximum vapor protection. If no potential for vapor passage through the slab is desired, a vapor barrier should be used. A vapor barrier, as defined by ACI, is a product with a water transmission rate of 0.00 perms per square foot per hour when tested in accordance with ASTM E 96. Reinforced membranes having sealed overlaps can meet this requirement. In the recent past, ACI (Section 4.1.5) recommended that a minimum of 4 inches of well-graded compactable granular material, such as a 5/8-inch-minus crushed rock pavement base, be placed over the vapor retarder or barrier to protect them during slab construction and to act as a "blotter" for more even curing of the concrete slab. However, more current literature indicates that long- term vapor problems could result where the protection/blotter material becomes wet before the slab placement occurs. This is especially an issue in areas with wet climates, such as the Puget Sound. Therefore, if there is a potential that the protection/blotter material will become wet before the slab is installed, ACI now recommends that no protection/blotter material be used. However, they then recommend that the joint spacing in the slab be reduced, a low shrinkage concrete mixture be used, and "other measures" (steel reinforcing, etc.) be utilized to reduce the potential for irregular slab curing and excessive shrinkage cracking due to uneven curing. We recommend that the contractor, architect, structural engineer, and the owner discuss these issues and review recent ACI literature and ASTM E-1643 for installation guidelines and guidance on the use of the protection/blotter material. GEOTECH CONSULTANTS, INC. • Cambridge Homes JN 02326 September 9, 2002 Page 8 EXCAVATIONS AND SLOPES Excavation slopes should not exceed the limits specified in local, state, and national government safety regulations. Temporary cuts to a depth of about 4 feet may be attempted vertically in unsaturated soil, if there are no indications of slope instability. However, vertical cuts should not be made near property boundaries, or existing utilities and structures. Based upon Washington Administrative Code (WAC) 296, Part N, the soil at the subject site would generally be classified as Type B. Therefore, temporary cut slopes greater than 4 feet in height cannot be excavated at an inclination steeper than 1:1 (Horizontal:Vertical), extending continuously between the top and the bottom of a cut. The above-recommended temporary slope inclination is based on what has been successful at other sites with similar soil conditions. Temporary cuts are those that will remain unsupported for a relatively short duration to allow for the construction of foundations, retaining walls, or utilities. Temporary cut slopes should be protected with plastic sheeting during wet weather. The cut slopes should also be backfilled or retained as soon as possible to reduce the potential for instability. Please note that sand can cave suddenly and without warning. Excavation, foundation, and utility contractors should be made especially aware of this potential danger. All permanent cuts into native soil and slopes constructed of compacted fill should be inclined no steeper than 2.5:1 (H:V). To reduce the potential for shallow sloughing, fill must be compacted to the face of these slopes. This can be accomplished by overbuilding the compacted fill and then trimming it back to its final inclination. Adequate compaction of the slope face is important for long- - term stability and is necessary to prevent excessive settlement of patios, slabs, foundations, or other improvements that may be placed near the edge of the slope. Water should not be concentrated to flow uncontrolled over the top of any temporary or permanent slope. All permanently exposed slopes should be seeded with an appropriate species of vegetation to reduce erosion and improve the stability of the surficial layer of soil. Any disturbance to the existing steep slope outside of the building limits may reduce the stability of the slope. Damage to the existing vegetation and ground should be minimized, and any disturbed areas should be revegetated as soon as possible. Soil from the excavation should not be placed on the slope, and this may require the off-site disposal of any surplus soil. DRAINAGE CONSIDERATIONS Foundation drains should be used along the perimeter of all foundations and basement walls. Drains should also be placed at the base of all earth-retaining walls. These drains should be surrounded by at least 6 inches of 1-inch-minus, washed rock and then wrapped in non-woven, geotextile filter fabric (Mirafi 140N, Supac 4NP, or similar material). At its highest point, a perforated pipe invert should be at least 6 inches below the bottom of a slab floor or the level of a crawl space, and it should be sloped for drainage. All roof and surface water drains must be kept separate from the foundation drain system. A typical drain detail is attached to this report as Plate 9. For the best long-term performance, perforated PVC pipe is recommended for all subsurface drains. As a minimum, a vapor retarder, as defined in the Slabs-On-Grade section should be provided in any crawl space area to limit the transmission of water vapor from the underlying soils. Also, an outlet drain is recommended for all crawl spaces to prevent a build up of any water that may bypass the footing drains. GEOTECH CONSULTANTS, INC. Cambridge Homes JN 02326 September 9, 2002 Page 9 No groundwater was observed during our fieldwork. If seepage is encountered in an excavation, it should be drained from the site by directing it through drainage ditches, perforated pipe, or French drains, or by pumping it from sumps interconnected by shallow connector trenches at the bottom of the excavation. The excavations should be graded so that surface water is directed away from the tops of slopes. Water should not be allowed to stand in any area where foundations, slabs, or pavements are to be constructed. Final site grading in areas adjacent to the residences should slope away at least 2 percent, except where the area is paved. Surface drains should be provided where necessary to prevent ponding of water behind foundation or retaining walls. Water from roof, storm water, and foundation drains should not be discharged onto slopes. GENERAL EARTHWORK AND STRUCTURAL FILL All building and pavement areas should be stripped of surface vegetation, topsoil, organic soil, and other deleterious material. The stripped or removed materials should not be mixed with any materials to be used as structural fill, but they could be used in non-structural areas, such as landscape beds. Structural fill is defined as any fill, including utility backfill, placed under, or close to, a building, behind permanent retaining or foundation walls, or in other areas where the underlying soil needs to support loads. All structural fill should be placed in horizontal lifts with a moisture content at, or near, the optimum moisture content. The optimum moisture content is that moisture content that results in the greatest compacted dry density. The moisture content of fill is very important and must be closely controlled during the filling and compaction process. The allowable thickness of the fill lift will depend on the material type selected, the compaction equipment used, and the number of passes made to compact the lift. The loose lift thickness should not exceed 12 inches. We recommend testing the fill as it is placed. If the fill is not sufficiently compacted, it can be recompacted before another lift is placed. This eliminates the need to remove the fill to achieve the required compaction. The following table presents recommended relative compactions for structural fill: LOCATION OF FILL MINIMUM RELATIVE PLACEMENT COMPACTION Beneath footings, slabs 95% or walkwa s Filled slopes and behind 90% retainin. walls 95% for upper 12 inches of Beneath pavements subgrade; 90% below that level Where: Minimum Relative Compaction is the ratio, expressed in percentages, of the compacted dry density to the maximum dry density, as determined in accordance with ASTM Test Designation D 1557-91 (Modified Proctor). Structural fill that will be placed in wet weather should consist of a coarse, granular soil with a silt or clay content of no more than 5 percent. The percentage of particles passing the No. 200 sieve should be measured from that portion of soil passing the three-quarter-inch sieve. GEOTECH CONSULTANTS. INC. Cambridge Homes JN 02326 September 9, 2002 Page 10 LIMITATIONS The analyses, conclusions, and recommendations contained in this report are based on site conditions as they existed at the time of our exploration and assume that the soil and groundwater conditions encountered in the test pits are representative of subsurface conditions on the site. If the subsurface conditions encountered during construction are significantly different from those observed in our explorations, we should be advised at once so that we can review these conditions and reconsider our recommendations where necessary. Unanticipated soil conditions are commonly encountered on construction sites and cannot be fully anticipated by merely taking soil samples in test pits. Subsurface conditions can also vary between exploration locations. Such unexpected conditions frequently require making additional expenditures to attain a properly constructed project. It is recommended that the owner consider providing a contingency fund to accommodate such potential extra costs and risks. This is a standard recommendation for all projects. The recommendations presented in this report are directed toward the protection of only the proposed residences from damage due to slope movement. Predicting the future behavior of steep slopes and the potential effects of development on their stability is an inexact and imperfect science that is currently based mostly on the past behavior of slopes with similar characteristics. Landslides and soil movement can occur on steep slopes before, during, or after the development of property. The property owners must ultimately accept the possibility that some slope movement could occur, resulting in possible loss of ground or damage to the facilities west of the proposed residences. This report has been prepared for the exclusive use of Cambridge Homes and its representatives for specific application to this project and site. Our recommendations and conclusions are based on observed site materials, selective laboratory testing, and engineering analyses. Our conclusions and recommendations are professional opinions derived in accordance with current standards of practice within the scope of our services and within budget and time constraints. No warranty is expressed or implied. The scope of our services does not include services related to construction safety precautions, and our recommendations are not intended to direct the contractor's methods, techniques, sequences, or procedures, except as specifically described in our report for consideration in design. ADDITIONAL SERVICES In addition to reviewing the final plans, Geotech Consultants, Inc. should be retained to provide geotechnical consultation, testing, and observation services during construction. This is to confirm that subsurface conditions are consistent with those indicated by our exploration, to evaluate whether earthwork and foundation construction activities comply with the general intent of the recommendations presented in this report, and to provide suggestions for design changes in the event subsurface conditions differ from those anticipated prior to the start of construction. However, our work would not include the supervision or direction of the actual work of the contractor and its employees or agents. Also, job and site safety, and dimensional measurements, will be the responsibility of the contractor. GEOTECH CONSULTANTS. INC. Cambridge Homes JN 02326 September 9, 2002 Page 11 The following plates are attached to complete this report: Plate 1 Vicinity Map Plate 2 Site Exploration Plan Plates 3 - 5 Test Pit Logs Plate 6 - 8 Grain Size Analysis Plate 9 Typical Footing Drain Appendix A Slope Stability Analysis We appreciate the opportunity to be of service on this project. If you have any questions, or if we may be of further service, please do not hesitate to contact us. Respectfully submitted, GEOTECH CONSULTANTS, INC. • Z./7Z 4‘04-etz Kristopher T. Hauck Geotechnical Engineer ___;\ ,7 7 4c4 t lift 3:‘5y.-.‘•t 4, Th J (,) 1 �- I ,:1 7845 �'s�► 4G18TE��' 47' Yy ��Qf ,1 SS � 9/9/a Z XPIRES Marc R. McGinnis, P.E. 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' ... r,n'O.e� i i w INE c,°r �Ei g �t -5 11111 (Source: The Thomas Guide,King County, Washington, 1998) • VICINITY MAP GEOTECH 3785 Lincoln Avenue Northeast CONSULTANTS,INC. i Renton, Washington Job No: Date: Plate: 02326 Sept. 2002 1 N TP-5 Lot 2 Lot 1 • I TP-3 III TP-4 • a) Lot 3 existing Lot 4 house TP-1 Lot 6 Lot 5 TP-2 51 SITE EXPLORATION PLAN GEOTECH 3785 Lincoln Avenue Northeast CONSULTANTS,INC. Renton, Washington Job No: 02326 Date: Sept. 2002 No Scale Plate: 2 oo `e,ti TEST PIT 1 Ao'ortie \5 Description Topsoil Brown SAND, occasional gravel, medium-grained, damp to moist, loose (FILL) FILL Uld topsoil 5 ==14.0% 11 Red-brown, silty SAND, fine-to medium-grained, abundant roots, moist, loose I SP I Tan-gray, gravelly SAND, medium-grained, moist, medium-dense m=5.9% * Test Pit was terminated at 8 feet on August 27, 2002. 10 * No groundwater seepage was observed during excavation. * Slight caving was observed from 0 to 4 feet during excavation. 4- 15 — � `{ TEST PIT 2 , o`I wes,�a��� G5 CP 4a \) Description Topsoil SM Tan-brown, slightly silty SAND, occasional gravel, damp to moist, loose SP Tan-gray SAND, occasional gravel, medium-grained, moist, medium-dense 5 — SP 10 -- , SP Gray, slightly silty SAND, medium-grained, moist, medium-dense to dense SM * Test Pit was terminated at 13 feet on August 27, 2002. 15— * No groundwater seepage was observed during excavation. * Slight caving was observed between 0 and 4 feet during excavation. TEST PIT LOGS GEOTECH 3785 Lincoln Avenue Northeast CONSULTANTS,INC. Renton, Washington Job No: Date: Logged by: Plate: 02326 Sept. 2002 KTH 3 ` ����'\< TEST PIT 3 9e ''cf'- (co,v .\) Description Topsoil Tan-brown, gravelly SAND, medium-grained, damp to moist, loose — SP Tan-gray SAND, occasional gravel, medium-grained, moist, medium-dense 5 - becomes medium-dense to dense, without gravel SP 10 t- * Test Pit was terminated at 11 feet on August 27, 2002. - * No groundwater seepage was observed during excavation. I- * Slight caving was observed from 0 to 4 feet during excavation. 15L ti�t�,(0{ TEST PIT 4 e,, O �o 9.40,-,N,e, 5& G Description Old Topsoil — SP Tan-brown, slightly silty SAND, occasional gravel, fine-grained, damp, loose — SM Tan-gray, gravelly SAND, medium-grained, moist, medium-dense 5 SP - becomes medium- to coarse-grained, without gravel 10 — * Test Pit was terminated at 9 feet on August 27, 2002. * No groundwater seepage was observed during excavation. — * No caving was observed during excavation. — 15— TEST PIT LOGS GEOTECH 3785 Lincoln Avenue Northeast Alif CONSU JLTANTS,INC. Renton, Washington i A Job No: Date: Logged by: Plate: 02326 Sept. KTH 4 �1 -\e4,`a6 5 TEST PIT 5 Ao ? ‘ °° �G Description Crushed rock(5/8"-) snn Red-brown, silty SAND, fine-grained, moist to damp, loose _ Gray-tan, gravelly SAND, medium- to coarse-grained, moist, medium-dense m=3.0% 5 — SP - becomes medium-dense to dense 10 — * Test Pit was terminated at 9 feet on August 27, 2002. * No groundwater seepage was observed during excavation. * No caving was observed during excavation. 15 — TEST PIT LOGS GEOTECH 3785 Lincoln Avenue Northeast CONSULTANTS,INC. Renton, Washington Job No: Date: Logged by: Plate: ��- 02326 Sept. 2002 KTH 5 Sample Data: Test Pit/Boring: 1 Pan#: 17N Sample: 1 Tare: 0 Depth: 4' Wet Weight: 551.6 Dry Weight: 483.7 Wash Data: %Moisture: 14.0 Dry Weight(before wash): 483.7 grams Dry Weight(after wash): 401 grams Washed Soil Weight: 82.7 grams Soil Retained in pan 0.3 grams Sieve-US, .. 'Sieve St=::; Wei lint Retained : . Percent Inches or No. ::nan. igrams}>< Percent Retained passed. ` Each ( Total Each ! :Total Total ':; t 1 1 1/2 F 38.10 ' 0.0: 0.0: 0 0: 0.0: 100.0 3/4 ` 19.05 . 0.0` 0.01 0.0: 0.01 100.0 3/8 L L 9.53 I 43.2 1 43.2 1 8.9 i 8.9 1 91.1 L .L L .� L } 4 ; 4.75 ; 27.4; 70.6; 5.7; 14.61 85.4 10 ; 2.00 ; 26.6; 97.2; 5.5; 20.11 79.9 40 E 0.43 ¢ 107.7: 204.9: 22.2: 42.3: 57.7 100 h 0.15 173.0: 377.91 35.7: 78.01 22.0 200 L. 0.08 1 23.71 401.61 4.91 82.9 i 17.1 <200 ; 0.00 83.0; 484.6; 17.11 100.01 - ;TWO!<« VMS 100 2 -0 2 Sieve Opening(nm.) 100.00 10.00 1.00 0.10 0.01 100 100.0 100.0 90 91.1_ i - 80 i-- 79.9 70 9 d 60 '^ eil 57.7 50 a C 40 u W 30 a 22.0 - 20 17.1 10 - 0 GRAIN SIZE ANALYSIS GEOTECH 3785 Lincoln Avenue Northeast CONSULTANTS,INC. Renton, Washington L-... .-s- . ...--. Job No: Date: I Plate: 02326 Sept. 2002 6 Sample Data: Test Pit/Boring: 1 Pan#: 13N Sample: 2 Tare: 0 Depth: 7' Wet Weight: 554.1 Dry Weight: 523 Wash Data: %Moisture: 5.9 Dry Weight(before wash): 523 grams Dry Weight(after wash): 491.3 grams Washed Soil Weight: 31.7 grams Soil Retained in pan 0.1 grams =Sieve US- Sieve SI• Weight Retained Percent Inches or No. urn. ;; (grams} Percent Retained Passed Each 1 Total Each .'. Total Total 11/2 F 38.10 1- 0.0F 0.0+ 0.0h 0.0� 100.0 3/4 i 19.05 j 0.0L0.01 0.0: 0.01 100.0 L 3/8 1 9.53 1 27.41 27.41 5.3! 5.31 94.7 4 ; 4.75 ; 31.0; 58.4; 6.0; 11.2; 88.8 10 ; 2.00 I 23.61 82.0; 4.5; 15.81 84.2 r T r r r 40 : 0.43 ¢ 157.7: 239.7: 30.3: 46.1: 53.9 100 , 0.15 J 228.9: 468.61 44.0: 90.04. 10.0 200 : 0.08 1 20.0: 488.61 3.8: 93.91 6.1 y <200 ; 0.00 ; 31.8; 520.4; 6.1; 100.0; • Total 520.4 99.5 05 Sieve Opening Own.) 100.00 10.00 1.00 0.10 0.01 100 '100- 0 ..0 100.0 90 94.7 - 88.8-184.2 80 70 m 60 w 15 n. 53.9 50 .8 40 o d 30 a 20 - 10 10.0 6.1 I ' 0 GRAIN SIZE ANALYSIS ,_441, GEOTECH 3785 Lincoln Avenue Northeast CONSULTANTS,INC. Renton, Washington L---- Job No: Date: Plate: 02326 Sept. 2002 7 Sample Data: Test Pit/Boring: 5 Pan#: 14N Sample: 1 Tare: 0 Depth: 3' Wet Weight: 551 Dry Weight: 534.7 Wash Data: %Moisture: 3.0 Dry Weight(before wash): 534.7 grams Dry Weight(after wash): 516.2 grams Washed Soil Weight: 18.5 grams Soil Retained in pan 0.1 grams Steve US- :.:. -Sieve S1- :: :Weight Retained Percent Inches or No. fun. (grams f Percent Retained passed ., Each !li. .Total Each Total Total 1 1/2 : 38.10 : 0.0: 0.0: 0.0: 0.0: 100.0 3/4 L 19.05 y 14.51 14.51 2.7` 2.71 97.3 3/8 : 9.53 : 57.6: 72.1: 10.81 13.5: 86.5 L 4 ; 4.75 i 52.51 124.6i 9.8! 23.3! 76.7 10 ; 2.00 ; 35.91 160.51 6.71 30.11 69.9 r T r T r 40 1 0.43 + 199.8: 360.3: 37.4: 67.5: 32.5 100 } 0.15 1 149.3} 509.61 28.01 95.4: 4.6 • 200 0.08 5.7: 515.3: 1.1! 96.5: 3.5 <200 ; 0.00 ; 18.6! 533.9! 3.51 100.0! Total 533 8 99 9'< : 01, Sieve Opening(mm.) 100.00 10.00 1.00 0.10 0.01 100 _100.0_97.3 90 186.5 80 76.7 i 70 .0 69.9 60 h 50 re 40 E m 32.5 30 a 20 10 4.6 3.5� ` 0 GRAIN SIZE ANALYSIS -,A, GEOTECH 3785 Lincoln Avenue Northeast CONSULTANT'S,INC. Renton, Washington Job No: Date: Plate: 02326 Sept. 2002 8 • Slope backfill away from foundation. Provide surface drains where necessary. Tightline Roof Drain (Do not connect to footing drain) Backfill (See text for requirements) c co Vapor Retarder Nonwoven Geotextile or Barrier Filter Fabric Washed Rock u. SLAB (7/8" min. size) • • O O�O • p..a.n.p- Q.�.p .O,�.p..O;�.p•.o;�'.p .a.�".p .o.�".p;.a ° °o°v°o°oQ a o.o00 oCo•o00 °Co'c o0°•eDo oQ° oco O O • 0 0 0 o,o c o•.00 o ° 0.� 0 o ..'tP. •% tc) v o 0 0 oe'0o 'a� o°'o°• p o' � Oo0 0 �1110 0 b :•o .o ° o .00 ° o oo v. lin 6" min. I nll�" Free-Draining Gravel 4" Perforated Hard PVC Pipe (if appropriate) (Invert at least 6 inches below slab or crawl space. Slope to drain to appropriate outfall. Place holes downward.) NOTES: (1) In crawl spaces, provide an outlet drain to prevent buildup of water that bypasses the perimeter footing drains. (2) Refer to report text for additional drainage and waterproofing considerations. FOOTING DRAIN DETAIL GEOTECH CONSULT 3785 Lincoln Avenue Northeast iris, rrrc. Renton, Washington Job No: Date: Scale: Plate: 02326 Sept. 2002 Not to Scale 9 APPENDIX A - SLOPE STABILITY ANALYSIS Proposed Elsa Ridge Subdivision 3785 Lincoln Avenue Northeast Renton, Washington GEOTECH CONSULTANTS, INC. Profile.out ** PCSTABL6 ** by Purdue University modified by Peter J. Bosscher University of Wisconsin-Madison --Slope Stability Analysis-- Simplified Janbu, Simplified Bishop or Spencers Method of Slices PROBLEM DESCRIPTION BOUNDARY COORDINATES 3 Top Boundaries 3 Total Boundaries Boundary X-Left Y-Left X-Right Y-Right Soil Type No. (ft) (ft) (ft) (ft) Below Bnd 1 0.00 50.00 50.00 50.00 1 2 50.00 50.00 115.00 100.00 1 3 115.00 100.00 180.00 100.00 1 ISOTROPIC SOIL PARAMETERS 1 Type(s) of Soil Soil Total Saturated Cohesion Friction Pore Pressure Piez. Type Unit Wt. Unit Wt. Intercept Angle Pressure Constant Surface No. (pcf) (pcf) (psf) (deg) Param. (psf) No. Page 1 Profile.out 1 110.0 115.0 0.0 35.0 0.00 0.0 0 A Critical Failure Surface Searching Method. Using A Random Technique For Generating Circular Surfaces, Has Been Specified. 900 Trial Surfaces Have Been Generated. 30 Surfaces Initiate From Each Of 30 Points Equally Spaced Along The Ground Surface Between X = 35.00 ft. and X= 90.00 ft. Each Surface Terminates Between X = 160.00 ft. and X= 165.00 ft. Unless Further Limitations Were Imposed, The Minimum Elevation At Which A Surface Extends Is Y = 0.00 ft. 5.00 ft. Line Segments Define Each Trial Failure Surface. Following Are Displayed The Ten Most Critical Of The Trial Failure Surfaces Examined. They Are Ordered - Most Critical First. ** Safety Factors Are Calculated By The Modified Bishop Method * * Failure Surface Specified By 26 Coordinate Points Point X-Surf Y-Surf No. (ft) (ft) 1 50.17 50.13 2 54.91 51.75 3 59.63 53.39 4 64.33 55.08 5 69.03 56.80 6 73.71 58.55 7 78.38 60.34 8 83.04 62.16 9 87.68 64.02 Page Profile.out 10 92.31 65.91 11 96.92 67.84 12 101.52 69.80 13 106.10 71.80 14 110.67 73.83 15 115.23 75.90 16 119.76 77.99 17 124.29 80.13 18 128.79 82.29 19 133.28 84.49 20 137.76 86.73 21 142.21 89.00 22 146.65 91.30 23 151.07 93.63 24 155.48 96.00 25 159.86 98.40 26 162.75 100.00 Circle Center At X = -163.0 ; Y = 683.5 and Radius, 668.3 *** 1.573 *** Failure Surface Specified By 26 Coordinate Points Point X-Surf Y-Surf No. (ft) (ft) 1 50.17 50.13 2 54.94 51.66 3 59.68 53.22 4 64.42 54.83 5 69.14 56.48 6 73.84 58.17 7 78.53 59.91 8 83.21 61.68 9 87.86 63.50 10 92.51 65.36 11 97.13 67.26 12 101.74 69.20 13 106.33 71.18 14 110.90 73.21 15 115.45 75.27 16 119.99 77.38 17 124.51 79.52 18 129.00 81.71 19 133.48 83.93 20 137.94 86.20 21 142.38 88.50 22 146.79 90.85 Page 3 Safety Factors 112.50- 1.57 1.58 1.60 90.00 1.61 1.62 67.50. 1.62 1.63 1.65 1.65 45.00- 22.50- 0 0 22.50 45.00 67.50 90.00 112.50 135.00 157.50 180.00 Profile.out • PCSTABL6 "* by Purdue University modified by Peter J. Bosscher University of Wisconsin-Madison --Slope Stability Analysis-- Simplified Janbu, Simplified Bishop or Spencer's Method of Slices PROBLEM DESCRIPTION BOUNDARY COORDINATES 3 Top Boundaries 3 Total Boundaries Boundary X-Left Y-Left X-Right Y-Right Soil Type No. (ft) (ft) (ft) (ft) Below Bnd 1 0.00 50.00 50.00 50.00 1 2 50.00 50.00 115.00 100.00 1 3 115.00 100.00 180.00 100.00 1 ISOTROPIC SOIL PARAMETERS 1 Type(s) of Soil Soil Total Saturated Cohesion Friction Pore Pressure Piez. Type Unit Wt. Unit Wt. Intercept Angle Pressure Constant Surface No. (pcf) (pcf) (psf) (deg) Param. (psf) No. Page 1 Profile.out 1 110.0 115.0 0.0 35.0 0.00 0.0 0 A Horizontal Earthquake Loading Coefficient Of0.150 Has Been Assigned A Vertical Earthquake Loading Coefficient Of0.000 Has Been Assigned Cavitation Pressure = 0.0 psf A Critical Failure Surface Searching Method, Using A Random Technique For Generating Circular Surfaces, Has Been Specified. 900 Trial Surfaces Have Been Generated. 30 Surfaces Initiate From Each Of 30 Points Equally Spaced Along The Ground Surface Between X= 35.00 ft. and X= 90.00 ft. Each Surface Terminates Between X = 160.00 ft. and X= 165.00 ft. Unless Further Limitations Were Imposed, The Minimum Elevation At Which A Surface Extends Is Y = 0.00 ft. 5.00 ft. Line Segments Define Each Trial Failure Surface. Following Are Displayed The Ten Most Critical Of The Trial Failure Surfaces Examined. They Are Ordered - Most Critical First. ** Safety Factors Are Calculated By The Modified Bishop Method ** Failure Surface Specified By 26 Coordinate Points Point X-Surf Y-Surf No. (ft) (ft) Page Profile.out 1 50.17 50.13 2 54.91 51.75 3 59.63 53.39 4 64.33 55.08 5 69.03 56.80 6 73.71 58.55 7 78.38 60.34 8 83.04 62.16 9 87.68 64.02 10 92.31 65.91 11 96.92 67.84 12 101.52 69.80 13 106.10 71.80 14 110.67 73.83 15 115.23 75.90 16 119.76 77.99 17 124.29 80.13 18 128.79 82.29 19 133.28 84.49 20 137.76 86.73 21 142.21 89.00 22 146.65 91.30 23 151.07 93.63 24 155.48 96.00 25 159.86 98.40 26 162.75 100.00 Circle Center At X= -163.0 ; Y = 683.5 and Radius, 668.3 ""`* 1.104 ''"` Failure Surface Specified By 26 Coordinate Points Point X-Surf Y-Surf No. (ft) (ft) 1 50.17 50.13 2 54.94 51.66 3 59.68 53.22 4 64.42 54.83 5 69.14 56.48 6 73.84 58.17 7 78.53 59.91 8 83.21 61.68 9 87.86 63.50 10 92.51 65.36 11 97.13 67.26 12 101.74 69.20 Page 3 Safety Factors 112.58 — — 1.10 1.11 1.12 90.00 1.13 1.13 1.13 67.50 1.13 1.13 1.14 1.15 45.08 22.5 • 0 22.50 45.00 67.50 90.00 112.50 135.00 157.50 180.00 SEE DRAWINGS)