The URL can be used to link to this page

Home My WebLink AboutLUA98-173 $ © CITY OF RENTON ,, .parI ,a„.vl-- - 4 ••+i Planning/Building/Public Works !I 00 J, 1055 South Grady Way - Renton Washington 98055 MV 18`9•a �� ' ® .3 0 5 IA44 tr tr ,, PIES RATA A t# frt. : ADDRESS SERVICE REQUESTED 72.4244 • . P s AGE x Oct) DEVELOPMENT SERVICES 420440 0334 CITY OF RENTON Mehrdad&Elaine Shirazi 214NW2ndSt JUN 0 7 1999 Renton,WA 98055-1108 RECEIVED rX)-�r {, .. .;rr^V,.p,,,,; `'.: ' Idy RETURN TO SENDER� s� A ' /-� -�� !!,!„i„I,!l,,,:l,!„i,l,,,ll,I I,l,l„I,1,,,11,„l,i„11,;,1,1,1,1„1,1,11,,,1 ,v SIMIIIIPWili „ 0 CITY OF RENTON w- ,_ _ :- -,/ , ma Planning/Building/Public Works F d 7 s' - '�•, re ;. 1055 South Grady Way - Renton Washington 98055 0 ! ''''y ` : .� .3 U � ADDRESS SERVICE REQUESTED 21 1 99 k C3i,C. A P Jt E 01a+U L : SEA VA 98$-� 1:m43 U.S. P*$TAI 420440 0334 Mehrdad&Elaine Shirazi 214 NW 2nd St Renton,WA 98055-1108 !RETURN �,..66E TO WRITER �L _ avw i7, U — !ADDRESSEE ry10 UNKNOWN ,s-� 3 .i.Z�a��v/7M :42 11,1„1„1,11,,,,1,1„I,i,i,ilii I,I,I„l,I, ll,,,l,i„Il1i,I,I,I,I„I, ill,,,l _ .00 - c! voo..+-' !—=, 3 [CF=_- L—.—.200--_ I1 . < °354 o 1 35' K ,5 i ^ i 357 I iec 14 YdC=� - ___.'.41 --. ,,, ' <<\/il ›: ti.., ' 321 ..:, L'42.- I a.7(9'; 3- M '—=—a— 4��►z Z Z Z 45 ° OAr.„4_6____ *-li 1-.. - gym . • L, 07,y' 4Sh�: ilk 1 1�/l�/' C p -— VG JV•Ir. OPEN -11 W r-3 RD OPEN/ �J T. K VO � YAC `7_ . '''' ...: —"---,_Are, ,- 7. i., __4.,_, . , ct. . .,41 1 . , , .. , ___%, 0, LL, „, i I i E I r 21001) ...4.4.g) ..,-,--4 _,..4;.-- - ;ic"9-.FIF. -1 ,,, -S ita: T •.3"7 .,i!1i ZAI',, VV , SCNUCKS sN.W. 2 N D s _ . - -- —Z. . -� ,� /�ar ---20,E-- 2:5 - / i loo wo 1., „ .� CC s Li ts1 SERVICED --pp; 59 , ,- os ..• I 4!o-f 4— i t V // ---- ♦ zi i OT CHURCH ® /t it ID 1 _ 0 4 221 �'( 4' -; N T /" 0 200 -� 1---- ✓ l� N.rid 2NU O o'i S i. p $T 4 a.FeiTCD IG .° n A�O 6 V V 2 SERVICE / psplits Y ' $,7 e j '1''`7 C1 ' _• 59 CC / �+ 7 i, N \ y .w + 4„4f , ,. 0� 7 2 4 ti Z ,' �'S c. TL227 � V' , �" .kanNALns r�,' 44�V i1. • 6r- 1. �S•.70 Q +' , .L i ip ZL. �� 59 W '7[J _ �l 4 + 7 7r '-f.,T Y�';Tr ti i� Q 1j1{ '� r`Z5.11�� 2 a ; r.1 - — - 1. .!' v moo. �Cv _�--•-- li %t F ..,. ''.` 1...' La. r -��.'h iI \Q� �� T.4/3/ 0 Y a r 3 "'_:: i b 3 y .-• -.� VAC. \\ - t.3UA 1 (/) •\ .t.,,,, "r •1Q -\ / 3'4 N ^ Q S. 3�~'� 11.l L.1 '�. ! �N'!,_/^ • w. V/CTO ,` _ = _ a. .- �� << 2sp 14 S T, I' �, t v •-R. '° - - 8'p /6J W. Sr. dtit,1 F V r ZIZAC lIl i RRVI rz.02 r,.23 f RENT ESCEN 4 N i52 co0f' �ME iu y 176 .. ir: !.\BARD ZM P � • 18/4c (t W ' \ —_H — S. w 2N0 ~ y3Ac. •e z _ za.82 0.93Ac: I p• - ,� i o !` Tc.zoi T.L.IGI %L.IiO ,'/ N049 ALA 65 Z N. SCA N80ROH a, CAL I N\• ri.SU 0 Q � '.. ( ,o� r�� 205 Li ; SURVEY NOTES CITY VIEW SHORT PLAT LUA INSTRUMENT: NIKON TOTAL STATION DTM-ATOLL (5 SECOND INSTRUMENT). PORTION OF THE NW 1/4 OF THE NW 1/4 LND METHOD USED:FIIELD TRAVERSE WITH ACTUAL ELD MEASUREMENTS AND ANGLES SECTION 18, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. DATE OF SURVEY.•WACOCTOBER 1998 CITY OF RENTON, STATE OF WASHINGTON GRAPHIC SCALE BASIS OF BEARING: NW 2nd PLACE BETWEEN TAYLOR AVE NW& wilmoimmonnomm we NW MAPLE AVE NW(S 88'57'36"E) LEGEND BENCHMARK: CITY OF R£NTON MON#2128, EL - 30.856'(9.405M). DD. • MON IN CASE 3"BRASS DISC STAMPED 'KING COUNTY SURVEY MON. EN-80 1973" 5 33 ,x PK NAIL (a�T I�n 40 H.FOUND INSIDE WALK ON NORTH SIDE OF AIRPORT WAY, 30' WEST �Np 38�PG 0 OR R°"E°PER BAR&CAP N883f 35ryy - OF CHECKERED RUNWAY MARKER. SJOE • SET REBAR&CAP j - 1896.37' , NW 47H ST, 20 2 G)1 8 . 7 CC CITY OF RENTON MON(1333 CITY OF RENTON MON/1896 ill Z O'( 30' 30' ;I 6 '5 (tj 3NW BRASS DISC VI/PUNCH N.N. DOWN 1.IN AW OC MON V J ON CONC MON IN CASE CASE(11/9B) _ k••H DOWN 0.8'(11/98) ;.f ° S88 57 36 E OW J _ - - - Q =i a� Ls S8 230.02'4 p - - _ - a5 04' - s0.00 - so.oo • t V1 --� ; FO �.J7.JIBN S8857'36EIn /'c.1� W 2nd PLACE 19 o ,„• o ' 3 (NI m\,. 3 : ' 2 ; 3 1 0 •7 s 35'um p ) w,9� k m EASM'T-� W - U\O ',7,495 s.f..fV p I CURCf 25.00' LENGTH SB.93' T 24.68'T DELTA H975 50' \m p 6,17O s.1. k 6,272 s.t ?f I t C2 50.00' 46.11' 24.84' S2'S0'2B' I GJ 50.00' 31.66' 16.38' 36'16'42' \ Q '� + _-- I CS 30.00' 11.55' 5.80' 1314'12" Q Li h Tom- _ I CS 50.00' 33.00' 18.25' 40'0615' 3 !\ h \ _ 3 C6 50.00' 20.85' 10.58' 2353'12" tp �l Of i11h Cf' `1 (�!f C7 50.00' 35.00' 18.25' 40'06'25" /� N O/d I.N -. C9 M C8 50.00' T7.i1' 10.72' 2477'33' N r V 1 nhj of ~ h• p 7.5'U7L ESM'T 50.00' J6.54' f9.7J' 4132'11" O/ e1j. h C10 25.00' 40.37' 26.I2' 92'31'11" Y M y) "y„ °4, C8 ki ON8857'36 ' J / ) 4 11 0 - - - - LINE DIRECTION DISTANCE �, • 2800_ LI so776'J4 w 8.20' h TL2 N89 t76'17'W 20.30' '^/1' • 6,976 s.f. p�j 7 'J t L3 SJ322'S9E 12.91' Ak^ry C 49.30' tl. L4 881'04'04"W 25.86' / N B91M'f7'W LS 583'25'44 E 36.87' yy 129,9-7____-' - a,5p I N 9 L6 N883]'J6'W 37.38' Ni' 4.04'E T C- O 4 - _____N84- 41.75 Q2 ,'6,663 s.f.. �' p� LEGAL DESCRIPTION \O ,' Ng41J4.O4" CI V LOT 58 OF N.H. LATIMERS LAKE WASHINGTON PLAT, ACCORDING TO :f' C ' 7HE PLAT THEREOF, RECORDED IN VOLUME 6 OF PLAT5 PAGE(S)70, C3 -- - -- 2 _ IN KING COUNTY WASHINGTON;; O C4 TOGETHER IW7H VACATED SOUTH HALF OF SOUTH 131ST STREET N89 06'17"W _____- (NW 2ND PLACE)ON THE NORTH, VACATED EAST HALF OF SIEVENS o ,h Q 6 ,'1 ^ tW AVENUE NW ADJOINING 7HE WEST, AND VACATED WEST HALF OF O LIND AVENUE NW ADJOINING IH£EAST, AND C�OF RENTON ON;/1919 12,349 s.f. F A"• 7 • .(0 TOGETHER WT7N THAT PORnON OF THE WEST HALF OF LOT 59 OF CHISELED SO 0 TOP �^V 7,972 s.! �. N.H.LATIM£R S LAKE WASHINGTON PLAT, ACCORDING 70 THE PLAT STAIRWAY(11/98) 7,818 s.F. THEREOF,RECORDED IN VOLUME 6 OF PLATS PAGE(S) 70, IN KING ---J y O COUNTY, WASHINGTON; TOGETHER WITH VACATED EAST HALF OF 30' eo.o1 ,''0' 2 I LIND AVENUE NW ADJOINING THE WEST,DESCRIBED AS FOLLOWS 80.01 100.01 CI S89'06'17"E 260.03 BEGINNING AT A POINT ON TH£NORTH LINE OF SAID LOT 59 A DISTANCE OF 37.39 FEET FROM THE NORTHWEST CORNER iHEREOF; 1101.78' THENCE SOUTHWESTERLY ALONG A CURVE TO 7HE LEFT{W7H A NW 2nd STREET •R RADIUS OF 25.00 FEET, AN ARC LENGTH OF 3H95 FEET, AND A CENTRAL CALL D - ANGLE OF 89'1550"TO A POINT ON TANGENT,' THENCE SOUTH 0146'34" ENGINEER SURVEYOR BEST A DISTANCE OF 70.32 FEET; THENCE SOUTH 883736"EAST A DISTANCE OF 78.00 FEET; THENCE SOUTH 0146'34"BEST TO 4MA ENGINEERS A DISTANCE OF 80.20 FEET,' THENCE NORTH 8936'17"BEST 6632 S. 191ST PL SUITE E-102 A DISTANCE OF 90.00 FEET THENCE NORTH 0146'34'EAST KENT, WA. 98032 A DISTANCE OF 175.43 FEET TO THE SOUTH MARGIN OF NW 2ND PLACE; 11 1 9 8 PH 425-251-0665 ]HENCE SOUTH 885T36'EAST A DISTANCE OF 37.39 FEET TO DIE • TRUE POINT OF BEGINNING. E TRACTS OWNER/DEVELOPER (ALSO KNOWN AS NEW PARCEL A OF CITY OF REN TON LOT LINE LiNOTON j 50PGE 8A 11017CAMBRIDGE O1ETOMEL. SE W INC. ADAISTMENT NO. LUA -99- 020-LLA RECORDED UNDER EAR V0� KIRKLAND, WA. 98033 RECORDING NO.___ ____) PH. 425-300-9511 RECORDER'S CERTIFICATE ', _ LAND SURVEYOR'S CERTIFICATE „„„„,„,,,,„.„•„,•• �RHT; CITY VIEW SHORT PLAT riled for record this_day of__ _,19 at_ M This map correctly represents a survey made ii .J�p4 w in book of at page__ _ at the request by me or under my direction in conformance W TOUIOA ENGINEERS FOR with the requirements of the Survey Recording : /�' CAMBRIDGE HOMES NW INC. of Act at the request of erald Riekerlii v. WEST VALLEY BUSINESS PARK DWN. BY GJS DATE JOB NO. in Dec. 1998 -� c ,/ "•) 6632 SOUTH 191ST PLACE,SUNS E-102•KENT WA 98032 NOV. 1998 \ix�yy' PHONE(425)251-0665 FAX(425)251-0623 71905PPL.DWG 719-005-981 e ,,.•Q.';,' CHKD.BY SCALE SHEET Mgr. Supt. of Records Ce '• ate No. 9470 MI5 .,,,6/22,°,,, M.H.T. l'=4O' 1 OF 3 CITY VIEW SHORT PLAT LUA PORTION OF THE NW 1/4 OF THE NW 1/4 LND SECTION 18, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. =_ CITY OF RENTON, STATE OF WASHINGTON 3 69 I ' Z WATER PRESSURE p.DU GRAPHIC SCALE EX SSW Iso 1'�1 j ZONE= 45 0' SJO D 30a�P G 33 n 9 m o R1M 195.47 Q �' 7 20 Q (BT Farr) �' 1E=1B6.9 �' � 8 f I _1 6 5 1�e-40 m , __ / Aga .Ill A '1 �Th�� ! I LI Q ��1% �� • I f li� 7 47111. F EI� ii1 ..___ - X SSW i �' 1 11 r s �- =34.49 aC' z1+91 / y /'//1/// I / -/::--/----. ''' ;: .AllkN*1 . ',\I\\\\ \ \ \ 4 ' / , "i i/ / / :: ' isig' k , \ ' I\ "'" , , \\ \\ \ I LEGEND , I „. // :': ifi , _.� ® EX SSW DECIDUOUS TREE w / \ � ..'� i / " I 0!,1 ❑ EX CATCH BASIN TYPE 1 ' / ,�''�' � // - - 1 I I '� � ny �MIS ® EXCATCHBASIN TYPf 2 � IFER iREE' 1 M % WAhF VALVEHEI ��, An- l// ! f ��®�,y`�� ' _ _ I '111 FlRE HYDRANT 4 UTIGTY POLE '(_�/ 0 WATER METFR p/Y POLE I i A ��_'F�l L', i III 7ELEPHONF CABINET MAIL BOX �� /w'1 r. !�„ _ro, /'/ M— .. _�_ � ® CABLE TV CABINET rY]ROCKERY / I 11 •' �v %'� ' ,� �� © PoNER VAULT 6 MA4 IN CASE �I / ' �II... ® �f 1 -..,. SIGN PK NAIL �� '1 7 i �. p FOUND REBAR Eo CAP �� f tv 4 irWri.�;�Wi�l►i ,,,(((,, "' 1 - .ZyO� © "/ NEW SSMH OF IRON PIPE r ''''.7 � — EX WATER LINE MIR .i 0 2,,c, `LO ; , q/ '_D9 EX SAN?ARY SEVER LINE , iii ,. N�gotavogiorf — — — EX STORM LINE /'/ /' . 600; / //// -- ' , / i , ,/ , / / ,// / i / //.-,,,,'//':///////, /////// / _/.1/s.1,1,/;,,•• '---:,..;,,,,,,,,,,,-,--'-------------e',,•/,‘/::///- , :, / ,,/,/:,,,,1;: ', /,,1 //,/,' Ii( 1//1/IIIINW ��r_r_o_�an_..r��tWd S I-nd STD �. 55IijJJ ' /0 r 11 , ( 1• 9 8 „ i 7 IRAErs 6 5 N ACRE 64 Ng EARN V�L 15 P� 66 K H.Ts oo�,14741 o CITY VIEW SHORT PLAT TOUMA ENGINEERS Ai,. UTILITIES AND GRADING PLAN WEST VALLEY BUSINESS PARK DWN. BY a #0, GJS DATE JOB NO. I,1• , y,., 6632 SOUTH 191ST PLACE.SUITE E-102•KENT.WA 98032 719055/T.DWG NOV. 188E 719-005-981 /OVAL PHONE(425)251-0665 FAX(425)251-0625 CHKD.BY SCALE SHEET (cn® e/¢No I M.H.T. 1'-40• 2 OF 3 CITY VIEW SHORT PLAT PORTION OF THE NW 1/4 OF THE NW 1/4 SECTION 18, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. CITY OF RENTON, STATE OF WASHINGTON 260 •240 i NION POINT ELEV.•201.5 WON POINT STA- +71.11 LOW POINT ELEV-196.98 /' Prl STA- 1+80 .OW POINT S A..2+54.85 YA cLrl>•2N OO A SIA A A+fu r. A.D. --12.11 PV ELEV w 79500 K-3.30 A.D. -20.08 ' _� 00,VC !_ K 3.98 f-60.20.VC—..- (3 220 fa p O XIN p O g ?14 . t aa 03 i W W a W 0 co in 200 DATUM MTV lea 00 py.� MN17 � �ry NA: gA,,ti� M'N h B) O MNeNC) cli N csi N N Oft 1+00 2+00 3+00 4+00 5+00 Ti LO ,R11., CITY VIEW SHORT PLAT 34'6'r. "o h TOUMA ENGINEERS at . LIND COURT NW �` PROFILE i0 BEST VALLEY BUSINESS PARK DWN. BY („)S DATE JOB NO. lam., .•4v 6632 SOUTH 791ST PLACE SUITE E-102•KENT,WA 98032 71905S1T.Df$G NOV. 1998 719-005-981 I '1ONAt O' PHONE(425)251-0665 FAX(423)251-0623 CHILD. BY SCALE SHEET Imam 6re:ro0 1 M.H.T. 1'=40' .3 OF 3 L22 Ac. �.. �, '�"v'''v 3 `I JOHN THOMSON �i" -f °J 3 _ - TL2SB LOAL ;J.4O Ac I 0.31 Ac JJ "'' - eI • sacs ¢ezo J.M. BAKER 2.05Ac 1 3 u J :1'1- 4, 9tt.20A b/R 7.1.137ms , 4 rr1.2 3 11 1 n 78 I _ 3s.w Rf0 „033, i e Vx t. 'o,I a gar 360 50a_�` \ 9s1 c ' -' ' 3Sn< I .. ZL'� I l337Iti IJ 75AC Il,ri sta 10 l27 1---_ °�i_"n u ci I R ,337. 1.'55 Ilat `�'�. Ll 1 ,f.,s.�► ♦ \ 7s 14 ;a vat'w-` — •__ I:°I - W0 O ' 7 Y 7 05 Ac ozsA ..ill .a,,;• , �., , �. s_ _I __ � _ 3RDa PL. 9?s' hr _ Q T.c.le3 I �� n \\ I �. _ _ =L.��' — - _.7�A . `` ., 3 .,„�li `" i.3?3__ .-. //��J -—� x Tr.4.1 1 112%" \ I ® ® cji LL/B1 .;�' I • itE4 R Z i Z wo ,, 3 - 2� 7. 2 • riaTtl- _.W. _aRD ST. s ;f xe 13 24 ,,, �s.s 1� s ca., -w$ �� 5 QG�/ r 3)a ua33 $y Y • 3�. ,7 i S 9��y: �, Q�c' cc $0.5;Ac 00 �v i0 .,, ITN ms.as , ^302 4 ... 23 ,s —_ z°n _zN �a47-'8 7'i=�. ;'T Istu , . I LI% �% W 4_ n a� zz > j ® lAi •g a ��RDS",� ST. s p Z 1 1 _-_--- Q A 7° %. //J 333 W01.W:°..� 4� , °Rfw �,ti� 68 w .,,v l� r :Zoo ig i bl 043Ac 034Ac'I 1 0 ; ,Eej ' ry 1p 4 ® , 4 9• - ti / /.. rt.no zccC} 0 tAc _ 3.53.. Q I 2 3 4 41G Q • �,1� 21 x 5�! Q <56 � : rik Q45' W.• EUG E F. '/w\�'F z5 Sg 17 �F 43-- ---, [g `e.+`L ',N ^8 7 6 "V -�- I� \ADAM ,, s� III ms - 2oJ c ----=s `' .►;O I • ---�� I 18 i 4--�- s'L,. ;so 'sC . • 1.� �__ gi ♦ scRwAi 0.97 Ac --�--- L.uAc. 71y24 III ' ' .,' 15 cn ,N.W 2ND Ms --. — -- — Z \1 I s f r.,S4 - id 4.2 �,► �, y ° z •I c ;oo ?-- _ ;r/ I Ry r, 2:5 I . 1 O SfRVKEO LAND- SS ! EA_ Ali o * �„ I J -----r__ ._`. �J _�-� 0 srAr �� ' _ ,�o�b I 0,6� C�4Q � , •��, 59 �; = C O Q s 61--] •:.. = 62 I o'' (ii1 ` -�- a „0 0 7 ~ t� raj I 042Ac. IO7Ac + NTON •- ;� sz21 � . Cn S. I. "°- '.E" 1132ND • ST Nw. 2ND -. / .J .4 ."tom, �'A . w -- - S7. s 'V..CAT..6 iG. S/ / j 4 �\ .\ \ s� ® o — �.f. L. hi a t N , ..; A \ O �� cv A`OORALOS t C N 1"i e w h `i a7,3 5 'Q� �y 1 n TL. 4 �/� 2 I 5 CO H A� v 7 n^ ® Wy 88.39- ez;c \� 1.. U h • n.Tr 6 s slit R 3 0 �A�. �:.39Aw y ,14 .A,R 4.,,t, i s 9 1011 12 !�` ;^ ,�.. II 'CTDR/A S— a ;;o cc \ ''' 13 R T �: \ 10 9 6----7 go - 11*-- ....._ . .. .): .4.-6, 1-.. 260-L-446.- sb R \ \�� e o I v sr 326E' r - 4 9 d IE Z \ Ec _12Ac 7�II ' RA+c W C I �I f� ri.:j RE,.i6" ce° , .�• N ArS2. f[.,'O1 II�_-_-t0•V I a BRiERE A. COLASURLv) ```4 �f ®® :� ('�. �' cu+" `grAt r: �.:.; .:�i 1� liusr, 11 Z J W 3ARp x't-f- - I ¢ az Y� t^ I *;;�` m �1 f` . o '1%4 xr.� , y_ S+� 'S'� "� r„7;. .:�� —�� • �•/ f'ef. tr+-II I T1 Q ..02S AL. 'PAfn .^ I /'34. CITY VIEW SHORT PLAT LUA PORTION OF THE NW 1/4 OF THE NW 1/4 LND SECTION 18, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. CITY OF RENTON, STATE OF WASHINGTON 1 I Z GRAPHIC SCALE I of 2' WATER PRESSURE Ppp. EX SSMH 1 0I I ZONE= 4,O' 7 5 p 1-0-PG 33 Q a o = `DT MET)_ ip \ �,� RIM=195.47 Q • I 6 l L inch- 40 R 20 11 ' IE=186.9 il.�r, 8 AllI 'I _ 5 I, IW 11111: , .,� reltin l. �'�� rl u" �i�.,„, x SSMH�i r. i+ RIM=140.66 fl. i 6 . .7 " i ill i ..._,..111L1E4Lfwert el A , 7 ,... ,:i.AK-4,,,,,x74,,,,,,,w0.4.3,-.4.401iiiiivels_12111 7 . ,,_, c, :,--0, . , / ,/, ..4 ail . -.4, 4,04'4 it„Air. v*oiv IX Nikk o ,,-; ,,;/ 3/ /2 Lu NOV*OVIS VO% ' � t 4 A�� rr� rQIV F LEGEND ♦`♦ °A.0)4,I '/001 , ® EX SSMH e3 DECIDUOUS TREE 1i 4 61 ❑ fX CATCH BASIN TYPE 1 CONIFER TREE \ ° ,1 //�I//�//// �40416♦/ ;1 % WATERT VALVEAS/N TYPE 2 *D HEDGE P ��` ti Irr///////�///,O,%�*. 'V FIRE HYDRANTWATER METER o UALm POLE ��i�I'I4 �� ri a /.��,! I� �� WO--; TELEPHONE CABINET WY POLE A �'l; I440 � /��w�i�1��I�� ® CABLE TV CABINET o MAIL BOX /, 1`'' "� �� .,'�,y�/I, �/ l/ © POSER VAULT C S ROCKERY / MON IN CASE � �• �%_ ��/�O�/��I/ �� NEW SSMS/CN O PK NAIL -,a,-- Ar aril/i� /• !%�/// - - - FOUND REBAR d CAP �` _ OF IRON PIPE //i ,r / /�� - EX WATER LINE . � 6 / ��// �� I X _ _ — EEX X SARMMRL/SERER LINE 1 i <4 .„ ----,... 1 1' , ., ��p / F I // .• . SLOPE LEGEND T , 9� / l/ '/ �i/ ', / /,' ��i,�' /+/o 0.00X TO 25.00X ,// i f ,,/ ,,/ ,/ ././iz, j ' �/ ; /�j �'�'', ,/� ./�� 25.00X TO 39.00X // v /0 i♦� / / i' //Al � � A ij9! / � ,, j � 40.00X AND STEEPER I, MAW 1 i 1. / ' / itthill I ) / I 1/ / imA )r— — . ri. I I / 11 ,, ( „ g 8 " 7 TR AG15 6 5 ACRE g4 EARLIN VOA 15 PG ud o°`'oR"r CITY VIEW SHORT PLAT i 4 4 .14 ' TOUMA ENGINEERS (. SLOPE ANALYSIS MAP ~ 1 NEST VALLEY BUSINESS PARK DWN. BY 0JS DATE JOB NO. I,0t •TO `; ovo_,,4, 6652 SOUTH 1915T PULL SUITE E-102•KENT,RR 96052 71905SIIALIG NOV. 199E 719-005-981 NALv PHONE(425)251-0665 FAX 025)251-0625 CHKD. BY SCALE SHEET UMW 6 z 00 M.H.T. 1'=40' / OP c. CITY F RENTON Board of Public Works Kathy Keolker-Wheeler,Mayor May 24, 2005 Anna Low Banner Bank 202 Kirkland Ave Kirkland,WA 98033 SUBJECT: OFF-SITE DEFERRAL CITY VIEW SHORT PLAT,LUA 98-173 LIND AVE.N.W. &N.W.2ND PLACE RENTON,WA Dear Ms. Low: This letter will serve as your authority to release the subject$15,750.00 Assignment of Funds in Account No. 5000120814,posted with the City of Renton on behalf of Gerald Rieker. The original Assignment of Funds is enclosed for your files. If you have any questions,or need additional information please contact Arneta Henninger, Engineering Specialist at 425-430-7298. Sincerely, /Vet:V ./i Neil Watts,Chairman Board of Public Works Enclosure cc: Gregg Zimmerman,PB/PW Administrator Board Members Neil Watts,Chairman Jan Illian, Engineering Specialist Arneta Henninger,Engineering Specialist Norma Kuhn,Accounting Assistant Steve Pinkham,Field Engineer Specialist LUA 98-173 File 1055 South Grady Way-Renton,Washington 98055 RENTON AHEAD OF THE CURVE C��lo This paper contains 50%recycled material,30%post consumer CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS MEMORANDUM DATE: May 23, 2005 TO: Board of Public Works FROM: Arneta Henninger X7298 SUBJECT: CITY VIEW SHORT PLAT The applicant R & R Land Inc., Gerald Rieker, has completed the final lift of asphalt on the above short plat. You may now release the Assignment of Funds (copy attached). Thank you! Please call if you have any questions. cc: Kayren Kittrick I:\memo.doc\cor ASSIGNMENT OF FUNDS TO THE CITY OF RENTON APPLICANT: R & R LAND INC. BANK: 1iG'znaer 14k Owner: Gerald L. Rieker Branch: qk1/.Ljeig/7CI` Address: 11017 101st . P1 . N.E. Address: 690P1C/ k/A-Uf A-Ur Kirkland, Wa. 98033 jlizkti J ) OA g1733 Phone: 206-300-6256 Phone: '/ j. 57(,' / /4' FAX: 425-828-2583 FAX: 14S 5710 /7j9�j Attention: Gerald Rieker Attention: I /MA 04 ,-/ki =Ail=g1_S� Title: President Title: FSP. The above referenced bank hereby certifies that Fifteen Thousand Seven Hundred Fifty dollars (S 15; 75d_ 00 ) is on deposit in the account number .j[7OD/,/ 819 under the name of City of Renton, to secure the applicant's performance of the following work required in connection with the plat or project described below. Plat or 'Project: City View Short Plat LUA-98-173—SHPL Location/Address of Plat or Project:Lind Ave NW Cul—de—sac/NW 2nd. P1 . The required work is generally described as follows: Final 2-inch asphalt (over—lay) lift on Lind Ave. N.W. Cul—de—sac. 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: R & R LAND INC. Bank: 11017 101st.P1.N.E. Kir)�la�tid, a. 98033 Authorized Signature Autho ed Signature Gerald .Rieker President F"5 i? Name, Title Name, Titre I-3/- PA Date Date ® CITY OF RENTON Planning/1 ling/PublicWorks Department belt Kathy Keolker-Wheeler, Mayor Gregg Zimmerman P.E.,Administrator April 29, 2005 Gerald L. Rieker R & R Land Inc. 11017 101st PI NE Kirkland, WA 98033 SUBJECT: CITY VIEW SHORT PLAT LUA 98-173 LIND AVE NW & NW 2ND PL OFF-SITE DEFERRAL Dear Mr. Rieker: The purpose of this letter is to inform you that the final lift of asphalt at Lind Ave NW and NW 2nd PI along with the. adjustment of utilities does not meet City code following a site inspection and onsite meeting with your paving contractor Mark Fitzgerald (Emerald Paving, Inc.), City of Renton inspector Pat Miller and myself. The code does allow you some options for this situation. You can overlay the whole road so that there is a total of 4" of asphalt on the road. Another option would be for you to work with your contractor and grind it down. One final option to fulfill the requirements would be to post a two year maintenance bond in the amount of$10,000, which is the value of the work. The security device of$15,750.00 will remain in place at this time until the work is complete and is accepted by the City of Renton inspector or the maintenance bond is posted. If you have any questions, please contact me at 425-430-7298. Thank you for your cooperation. Sincerely, Arneta Henninger Engineering Specialist Development Services Division cc: Neil Watts,Chairman Kayren Kittrick Board Members LUA 98-173 File Mark Fitzgerald 1055 South Grady Way-Renton,Washington 98055 RENTON �� AHEAD OF THE CURVE `.i This paper contains 50%recycled material,30%post consumer Return Address: City Clerk's Office City Sofo enth ton Grady Way 20040729000544 Renton, WA 98055 CITY0OF RENTOF 0 DECL 20.00 07/29/2004 08:54 KING COUNTY, WA Declaration of Covenants for Dual Side Sewer Property�Tax P�r6c miter©T 3 Project File#: LU A —9$- fl3—S H P L Street Intersection: Reference Number(s)of Documents assigned or released:Additional reference numbers are on page n/a. WHEREAS, �4 Yy u..e L /4111 are the owners of the real property Parcel"A"addressed as. .1 L1 r'tcl MVP No.)and described as follows: PLc.h. o� C r Lo 3 WHEREAS, • L LG Pt -SO w Ca Y- n€s are the owners of the real pro erty Parcel`B"addressed as. ). ) Lit-ra PtU€ la)and described as follows: v G-1/2- V 1 P�] 1 tYr WHEREAS,the owners of said proopfty Parcel"A"and Parcel`B"desire to connect to the public sewer system in the City of Renton;and WHEREAS,both property owners have been advised of all aspects of the potential for future problems associated with dual side sewer connections;and WHEREAS,the property owners wish to connect to a common dual side sewer and wish to impose the following restrictive covenant running with the land as a condition placed on the title of the property; NOW,THEREFORE,the owners hereby establish,grant,and impose restrictions and covenants running with the land herein above described,and hereby agree to indemnify and hold harmless the City of Renton for any future damages resulting from dual side sewer connection with the herein described parcels. Attorneys'fees are the responsibility of the owners if enforcement of these restrictive covenants are necessary. 110410, r�o G- goe/ Pro. I 1 A (Date) 'roperty Owner Parcel B (Date) Property Owner Parcel A (Date) Property Owner Parcel B (Date) PWA0004.doc\CoR FORM 01 0004/bh Notary Seal must be within box STATE OF WASHINGTON )SS COUNTY OF KING ) Ct \ I certify that I know or have satisfactory evidence that }'1!t/V 54 rvm,(41,f at9 ✓ signed this instrument and CHARLES F. KOKKO ► acknowled ed it to be his/her/their free and voluntary act for the uses and purposes NOTARY PUBLIC ► mentio ed the instrument 4 STATE OF WASHINGTON ► ` COMMISSION EXPIRES ► MARCH 19, 2006 F Notary Public in onpi for he St e o .W s ington - — Notary(Print) c,1Q,s V I (1 My appointment expires: Ma►c ��l Zee) C. ir P � Dated: G 0 4' 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: 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: 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: PWA0004.doc\CoR FORM 01 0004/bh c: S CITN ft RENTON moll Board of Public Works Jesse Tanner,Mayor October 2, 2003 Attn: Gerald Rieker R&R Land Inc. 11017 101'Pl.N.E. Kirkland,WA 98033 SUBJECT: OFF-SITE DEFERRAL CITY VIEW PLAT,LUA 98-173 LIND AVE.NW& NW 2ND PL. RENTON,WA Dear Mr. Rieker: The Board of Public Works met on October 1, 2003 to review your application for a 10-12 month extension of the deferral to install the final lift of asphalt at Lind Ave.NW and NW 2nd Pl., originally granted on July 3, 2002. A decision was made to grant the extension until July 3rd, 2004. The security device of$15,750.00 will remain in place until the City receives proof that the improvement has been completed. 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. You may call Juliana Sitthidet, Board Coordinator, at(425)430-7278 if you have any questions or need additional information. Sincerely, (1) ,urbiti) iM Crystal McMeans Recording Secretary cc: Neil Watts,Chairman Juliana Sitthidet,Coordinator Gregg Zimmerman,P/B/PW Administrator Board Members Arneta Henninger,Plan Review LUA 98-173 File 1055 South Grad Way-Renton,Washington 98055 RENTON AHEAD OF THE CURVE This paper contains 50%recycled material,30%post consumer Board of Public Works + October 1,2003 Page 2 2. No occupancy for the houses be granted until streetlights are installed and operational. MOTION CARRIED. 1. OLD BUSINESS: • ON/OFF-SITE DEFERRAL,CLOVER CREEK(LABRADOR PLAT), LUA 98-141,Lake Washington Blvd.And Burnett Ave.N.—On September 1, 2003,the deferral expired for the improvements of a final lift of asphalt,repair of damaged curbs and sidewalks and all items on the final punch list. The applicant is requesting an extension of the deferral. Action: After a brief discussion,establishing the security device amount, it was Moved by Burnell,seconded by Gafour to grant the extension of the deferral for 1 year,or until November 4,2004, subject to the following condition: 1. A security device acceptable to the Board in the amount of $50,000.00 be in place to cover the cost of improvements no later than October 15,2003. MOTION CARRIED. • OFF-SITE DEFERRAL,CITY VIEW PLAT,LUA 98-173,Lind Ave.N.W. and N.W.2nd Pl.—The applicant is requesting a deferral extension for 10-12 months to install the final lift of asphalt. Action: Moved by Gafour,seconded by Eldridge, a decision was made to grant the extension until July 3,2004 with the standing security device of $15,750.00 to remain in place until proof of improvement installment is submitted to the City. MOTION CARRIED. • OFF-SITE DEFERRAL,BINDER SHORT PLAT,LUA 03-053,980 Hoquiam Ave.N.E.—The applicant is requesting a deferral for 12 months to complete split rail fencing and road widening. Action: Moved by Gafour, seconded by Burnell,the deferral was granted until October 1,2004,subject to the following condition: 1. A security device acceptable to the Board, in the amount of $15,000.00,be in place to cover the estimated cost of the deferred improvements. MOTION CARRIED. 5. ADJOURNMENT: Acting Chairman Kittrick adjourned the meeting at 9:25 a.m. Return Address: 1111111111111111111111 City Clerks Office 20021021002012 City of Renton CITY OF RENTON EAS 21.00 1055 South Grady Way PA E 001 2F1003 Renton WA 98055 KING COUNTY, WA Title: UTILITIES EASEMENT Property Tax Parcel Number: 420440-0310 Project File#: LUA 98-173-SHPL Street Intersection or Project Name:LIND AVE NW&NW 2ND PL Reference Number(s)of Documents assigned or released: Additional reference numbers are on page _ Grantor(s): Grantee(s): 1. Gerald L. Rieker 1. City of Renton,a Municipal Corporation 2. Soung Hee Rieker c.4 The Grantor,as named above,for or and in consideration of mutual benefits,hereby grants,bargains,sells and delivers to •-- the above named Grantee,the following described property: Additional legal is on Page 4 of document. (Abbreviated legal description MUST go here). -1 LEGAL DESCRIPTION: :-.a THE 10 FEET OF LOTS 1 AND 2 AND LOTS 4 THROUGH 8,INCLUSIVE, OF CITY OF VIEW PLAT,AS RECORDED UNDER KING COUNTY RECORDING NO. , RECORDS OF KING COUNTY,ABUTTING THE LIND AVENUE NW RIGHT-OF-WAY. • c� ALL SITUATE IN THE NORTHWEST QUARTER OF SECTION 18,TOWNSHIP 23 NORTH, RANGE 5 EAST,W.M., IN THE CITY OF RENTON, KING COUNTY,WASHINGTON. 411' A ,, 01 j,, ✓ ,i 6.,.,„., a \s iii rf , i 9470 ,'�> i f$t :QISTE,'• ' a L LAW° ENP!RGS 6/22/4,3 lum. wo, J 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,in King County,Washington,more particularly described on page 1.(or if full legal is not on page—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. 3. 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, c v 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. IN WITNESS REO ,said Grantor has caused this instrument to be executed this Z`day of „Tri20 d Z cv z„,4• •f CN1 INDIVIDUAL FORM OF ACKNOWLEDGEMENT Notary Seal must be within box STATE OF WASHINGTON )ss COUNTY OF KING ) I certify that I know or have satisfacto evidence that ( a/d1L.. . ,'C I Se'�i t / �'e' signed this instrument and M 0 U N I R H T 0 U M A' acknowledged it to be their free and voluntary act for the uses and purposes STATE OF WASHINGTON mentioned in the instrument. NOTARY- --PUBLIC MY COMMISSION EXPIRES 8-09-03 No Public in and for the State of Washington No rint) /1100171e- H . My appointment Tres: 2"/4,7/P.-1) Date: /?� 2— - C:\WINDOWS\Desktop\Special Documents\Renton Forms\RIEKER-Utl Esmt.doc\ Page 2 FORM 03 0000/bh/CA2-21-97 j 4i •s S = r AiYJ1 3t / i ', i ( 1 , 2 sA 1 o 11) pr N 8857'36" WI 230.02' NW 2nd PLACE Ilk A 50,00 woo ' 00' - S 885736`E 260.02' 7 120,02 I o m _ " _ 3 F at 'to 21.00w 45,68- — — � — = A. a - 1 Io I z 40 ry 2 I 03 2f W I= ui '} L=40.37 I Tnn=26.12 I ,n I SCALE 1•-60' = 51 LOT o II N 1J/ Delta=92.31'1y' LI cV- J 6*`�� R=25�00--3) I N Q O' N.H.LAf E�S LAKE WA, o yy C• 01 'O*/ L=160.05 ? N88 57'36"W — — -c ?- N Tnn=16B4.52 -.1 n ' Ni 1 Delta=163.24'01' 78.00 m N 3 1 R=50.00 4 I , 5887326� 3 1 • ,b° 49.30' 11' I 8 N p4•W 1 R/ L=77.77 1cs to S8i 4, Tnn=49.24 I1 41.75 Delta=89'07'09' p .* 581'p4 04 / R=50,00 // O ` ♦ 20.30' . 90,00 — — 10—FOOT PUBLIC ACCESS �` 589176'17 E - - N89 06'17"W (/) & UTILITIES EASEMENT FOR / — — — THE CITY OF RENTON REC NO. A e 0 5 16*♦♦ti 6 S (it7 4 co o 8001 80.01 700.01 ao S 89 06'17" E 260.03' Return Address: City Clerk's Office City of Renton 1055 South Grady Way 20021021002013 Renton WA 98055 CITY OF RENTON EAS 21.00 PAGE 001 OF 003 10/21/2002 14:56 KING COUNTY, WA Tide: UTILITIES EASEMENT Property Tax Parcel Number: 420440-0310 Project File#:LUA-98-173-SHPL Street Intersection or Project Name:NW 2ND ST 7 LIND AVE NW Reference Number(s)of Documents assigned or released: Additional reference numbers are on page . Grantor(s): Grantee(s): t, 1.Gerald L. Rieker 1. City of Renton,a Municipal Corporation 2.Soung Hee Rieker 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: (Abbreviated legal description MUST go here). THAT PORTION OF PARCEL A OF THE CITY OF RENTON LOT LINE ADJUSTMENT NO.LUA 99-020 LLA RECORDED UNDER RECORDING NO. 19990826900005,IN KING COUNTY,WASHINGTON, DESCRIBED AS FOLLOWS: COMMENCING AT THE MOST SOUTHEASTERLY CORNER OF ABOVE DESCRIBED PROPERTY; r`+ THENCE NORTH 89°06'17"WEST A DISTANCE OF 35.00 FEET TO THE TRUE POINT OF BEGINNING;THENCE CONTINUING NORTH 89°06'17"WEST A DISTANCE OF 70.31 FEET; THENCE NORTH 20°18'00"EAST A DISTANCE OF 99.06 FEET TO A POINT ON CURVE WHICH BEARS SOUTH 19°52'25"WEST FROM ITS RADIUS POINT; THENCE SOUTHEASTERLY ALONG A CURVE TO THE LEFT WITH A RADIUS OF 50.00 FEET,AN ARC LENGTH OF 16.56 FEET AND CENTRAL ANGLE 18°58'42"TO A POINT OF TANGENCY; THENCE SOUTH 89°06'17"EAST A DISTANCE OF 3.99 FEET; THENCE SOUTH 20°18'00" WEST A DISTANCE OF 85.58 FEET; THENCE SOUTH 89°06'17"EAST A DISTANCE OF 45.74 FEET; THENCE SOUTH 01°46'34" WEST A DISTANCE OF 10.00 FEET TO THE 111; c_,4 cc ,cam.. BEGINNING. IN THE CITY OF RENTON, COUNTY OF KING, STATE OF WASHINGTCN g ; 0 o SITUATE IN SECTION 18,TOWNSHIP 23 NORTH,RANGE 5 EAST,W. e '1r i \a0i 0 • b S C ' IT 0.AL LAMAS 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,in King County,Washington,more particularly described on page 1.(or if full legal is not on page—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. 3. 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. • IN WITNESS WHEREOF,said Grantor has caused this instrument to be executed this /gday of Oc'i 'b.10 O.7--- INDIVIDUAL FORM OFACKNOWLEDGEMENT Notary Seal must be within box STATE OF WASHINGTON )ss COUNTY OF KING ) I certify that I know or have satisfactory evidence that ?'/sl./L. "(Pokc/- U10 U N 1 R H. T 0 U M A ' 40d` � Ncc,,ee)ee#, r �'�� signed this instrument and i acknowledgett it to be hi er/their free and voluntary act for the uses and purposes STATE OF WASHINGTON I mentioned intheinstrum . NOTARY-- PUBLIC LAY C01A14ISSION EXPIRES 8-09-03i Notary blic in and for the State of Was ' on Notary(P a/7.r f/- /3 1F?2 My appointment expires: / /24 5 Date: /b//PAGaZ - I j C:\WINDOWS\Desktop\Special Documents\Renton Forms\Renton-Utl Esmt-RIERKER.doc\ Page 2 FORM 03 0000/bh/CA2-21-97 I L6-IZ-Zvj/4N0000 CO NI2103 1:ailed \oop'TI3)RI3RI-Ws3 I41-uoluall\sULo3 uoluaj\sluawnooQ moods\dopjsaQ\SMOQPIIM\:O S 0158'10" W 296. 11' c 70 1.0 r r1 I7 N r C r*2 X Ul _l in N w 00 ?/s" n cn d ►\ W Z N c ynOp i i co co b N vt -' 94toes 4 4 iv rn ,...1,-.076,, / w % ��r , 9jss• So. 0 B�_ 379 ti � 1 ?sw I � ` (7) !Zi _ cl ha. CZ) 1 \I V 0 SOY 46;54-W Ul c-> 9Q 01 125.22'is) • aka N01 46 34"E , LIND AVE NW ' s o146�4' u 1 2co 4 \\ rn NO17 4634E CO i Z Li 80.20 _ ul �o 19 r NO14634'E r �— — o b rn a ni in m If 0 -pytpcg dew Return Address: City Clerk's Office ci.1,--111111111111111111 City of Renton 1055South Grady Way 20021206001921 Renton,WA 98055 20.00 CITY OF RENTON BS PAGE 001 OF 002 KING6COUNTY, WA BILL OF SALE Property Tax Parcel Number: 420440-0310 Project File#:LUA-98-173-SHPL 95wt 612 Address:NW 2ned Street&Lind Ave SW Grantor(s): Grantee(s): 1. Gerald L. Rieker 1. City of Renton,a Municipal Corporation 2. Soung Hee Rieker The Grantor,as named above,for,and in consideration of mutual benefits,hereby grants,bargains,sells and delivers to the Grantee,as named above,the following described personal property: WATER SYSTEM: Length Size Type 265 L.F.of 8" DI Watermain .-� L.F.of Watermain Watennain 1 L.F.ofOtt 6" CI Gate Valves 1 Each of 8" CI Gate Valves 1 Each of 6" Corey Fire Hydrant Assemblies Each of ko SANTARY SEWER SYSTEM: Length Size Type - 197 8" PVC Sewer Main r, L.F. of 6" PVC Sewer Main L.F.of L.F.of Sewer Main `~ 3 Each of 48" Diameter Manhole Diameter Manhole CY STORM DRAINAGE SYSTEM: Length Size Type 780 L.F. 12" LCPE Storm Line 4 L F. 36" CMP Storm Line 65 L.F. 120" CMP Storm Line 2 Each of 60" CB Storm Catchbasin 2 48" CB Storm Catchbasin 11 Each of typ I CB Storm Catchbasin Each of STREET IMPROVEMENTS:(Including Curb,Gutter,Sidewalk,Asphalt Pavement Curb,Gutter,Sidewalk 510 L.F. Asphalt Pavement 1,235 S.Y. STREET LIGHTING: #of Poles: 2 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, . -1 administrator and assignss forever. 4:{JOc;i.'f'7T) Qb IN WI ESS W F, e ha unto set my hand and seal the day and year as .ate Blow 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 ( Ya///. C/ei4fr Rill^ SOU/77 /,der /L/e,�'µ signed this instrument and MO U N I R H. TO U M A ' acknowledged it to be his/her/th ' and voluntary act for the uses and purposes STATE OF WASHINGTON mentiorod in the instrument '/ NOTARY PUBLIC �Jl • ( 1� '�-- MY COI4IIISSIOII EXPIRES 8-09-03 Notary Pub c in and for the State of Washington Notary(Prin ,/,d it . .Jrl9�t My appointment epires: 8 OP Us Dated: 5(Zd/?— 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 r-- party/parties for the uses and purposes mentioned in the instrument. • c17 Notary Public in and for the State of Washington Notary(Print) cam► My appointment expires: Dated: cv G7 CORPORATE FORM OFACKNOWLEDGMENT Notary Seal must be within box STATE OF WASHINGTON )ss COUNTY OF KING ) On this day of , 19 ,before me personally appeared to me known to be of the corporation that executed the within instrument,and acknowledge the said instrument to be the free and voluntary act and deed of said corporation,for the uses and purposes therein 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. Notary Public in and for the State of Washington Notary(Print) My appointment expires: _ Dated: Return Address: City ofR Clerk's Office 20021021002014 City of Renton 1055 South Grady Way CITY OF RENTON 0 21 .00 Renton,WA 98055 PAGE 001 OF 003 10/21/2002 14:56 KING COUNTY, WA E1916725 10/21/2002 14:56 KING COUNTY, WA TAX SALE 2.00 0.00 PAGE 001 OF 004 DEED OF DEDICATION Property Tax Parcel Number: 420440-0310 Project File#:LUA 98-173 SHPL Street Intersection: NW 2ND PL&LIND AVE NW Reference Number(s)of Documents assigned or released:Additional reference numbers are on page . Grantor(s): Grantee(s): 1. GERALD L.RIEKER 1. City of Renton,a Municipal Corporation _2. SOUND HEE RIEKa1 LEGAL DESCRIPTION: (Abbreviated or full legal must go here. Additional legal on page ) THAT PORTION OF PARCEL A OF THE CITY OF RENTON LOT LINE ADJUSTMENT NO.LUA 99- 020 LLA RECORDED UNDER RECORDING NO. 19990826900005,IN KING COUNTY,WASHINGTON, FOR PUBLIC RIGHT OF WAY. C23 REFER TO EXHIBIT"A"FOR FULL LEGAL DESCRIPTION cam, L.. _ �` The Grantor,for and in consideration of mutual benefits conveys,quit claims,dedicates and donates to the Grantee(s)as Ir.- 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: r-A, Grantor(s): Gr. i 'e(s): City of Renton F;T`y' 41Lei,,,e. e:71r000.40, ,r 49-11444,1_:NIC---- --------ie,Z,g/ L.f/ City Clerk INDIVIDUAL FORd%f OF STATE OF WASHINGTON ) SS ACKNOWLEDGM \i COUNTY OF KING ) / Lti I certify that I know or have satisfactory evidence that C r'�IO L. K-%eier- No + �,� �ox a A.C S 0 u A IC.1'tke r signed this instrument and � i / . ti, acknowledged it to be s/her/free and voluntary act for the uses and purposes `, It)• tit mentioned in the instrument. . i - L41.—e,ry44.„42 Nit. - .` '" a/ 7 Notary lic in and for the State of Washington A4A Notary(Print) $t4 A AA D. -- cirri My appointment expires: 4 4 0 I' Dated: T� Ly Li, 1 U o L DEED-CITY VIEW.doc 1 Page 1 Project: Ryan Short Plat Exhibit A WO# CITY VIEW SHORT PLAT PID Legal Description GRANTOR:Gerald L. &soung H.Rieker Street: Kirkland,Washington COMMENCING AT THE NORTHEAST CORNER OF LOT 58 OF N.H. LATIMER'S LAKE WASHINGTON PLAT, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 6 OF PLATS,PAGE 70, IN THE CITY OF RENTON, KING COUNTY,WASHINGTON; THENCE SOUTH 01°46'34"WEST A DISTANCE OF 50.30 FEET TO POINT ON A CURVE TO THE RIGHT; THENCE SOUTHWESTERLY ALONG A CURVE TO THE RIGHT WITH A RADIUS OF 25.00 FEET, AN ARC LENGTH OF 40.37 FEET AND A CENTRAL ANGLE 92°31'11"TO A POINT ON A REVERSE CURVE TO THE LEFT; THENCE ON A REVERSE CURVE TO THE LEFT WITH A RADIUS OF 50.00 FEET,AN ARC LENGTH OF 160.05 FEET AND A CENTRAL ANGLE OF 183°24'00"TO A POINT OF TANGENCY; THENCE SOUTH 89°06'17"EAST A DISTANCE OF 20.30 FEET TO A POINT ON CURVE TO THE LEFT; THENCE NORTHEASTERLY ALONG A CURVE TO THE LEFT WITH RADIUS OF 50.00 FEET, AN ARC LENGTH OF 77.77 FEET AND A CENTRAL ANGLE OF 89°07'09"TO A POINT OF TANGENCY; THENCE NORTH 01°46'34"EAST A DISTANCE OF 100.77 FEET TO POINT ON A CURVE TO THE RIGHT; THENCE NORTHEASTERLY ALONG A CURVE TO THE RIGHT WITH A RADIUS OF 25.00 FEET, AN ARC LENGTH OF 38.95 FEET AND A CENTRAL ANGLE 89°15'50"TO A POINT ON THE SOUTH MARGIN OF NW 21''D PLACE;THENCE NORTH 88°57'36"WEST A DISTANCE OF 66.68 FEET TO THE TRUE POINT OF BEGINNING. SITUATED WITHIN THE NE %4 OF THE NW A OF SECTION 18, TOWNSHIP 23 NORTH, RANGE 5 EAST,W.M.. SITUATE IN THE CITY OF RENTON, COUNTY OF KING, STATE OF WASHINGTON. 7----- ��H. 7, 6 YJ , tto , li'vg `` *. •FCISTE •tQ- v / �,4 'L LAt° IiXPIRES (d22/p3 `-c.,,7„7727.a DEED-CITY VIEW.doc Page', Map Exhibit 3 I N 8837'20" WI 229.02� • 30.� NW 2nd PLACE S 8857'36"E 260.02' J o L 1 �' _ _ 1 NE CORNER OF 21'°° 4568 ti— LOT 58 PER 21'4, cl /V.7.S PLAT 5I 44.1 I • 3 LINE FABLE R'j`t`fp Tor 59 LAE LENGTH BEAR1V0 C2 l y g r. N.H.0 nw�S LA WA. ^ c L1 66.68 N8857'36"W `� O 1 L2 3acn SQ146'3410' L L4 20.30 N89176'17"W 3Q45 5171'46'34 W C4 • N8857'36`W ; — — L5 12.91 5352259 f 7800 } L6 2586 N81 74.04"E ..' n--- L7 7201 52974'171W CS S8873'261. kJ 9 21 8 3 L8 35.65 81030'31I (,0 49.30' AC`^i / L9 8245 51733'10� R' 6,663 sq./t. !q __ 0 LW 36.87 Sa775'44'E C6 ^ LII 8.20 N01'46'34"E C10 ^O P CURVE TABLE C7 2 .,i CURVE LENGTH RADIUS DELTA c2 L.J C9 �'00 • — — y Cl 38.95 25.00 897550" NB9t7617"W C2 40.37 25.00 9271'11' �W 3 ADDRESS C3 36.54 50.00 415271 C4 2111 50.00 2471'35" ►r� y CS 35.00 50.00 40776.25" o tp C6 20.85 50.00 235372" ;F N g C7 35.00 50.00 40V85' ^ C8 11.55 50.00 i f74'1?" Z C9 31.66 50.00 J676'42" i C10_ 46.11 50.00 5250'28' 2 S 89V6'17" E 260.0Y I 1 DEED)-('III A"II o, ,i Page3 August 5,2002 Renton City Council Minutes Page 308 MOVED BY NELSON,SECONDED BY CLAWSON,COUNCIL APPROVE THE CONSENT AGENDA AS AMENDED TO REMOVE ITEMS 5.f. and 5.h.FOR SEPARATE CONSIDERATION. CARRIED. Separate Consideration Development Services Division recommended Council acceptance of the Item 5.f. dedication of cul-de-sac,an extension of Lind Ave.NW at NW 2nd P1.,for Development Services: City additional right-of-way to fulfill a requirement of the City View Short Plat View Short Plat,ROW (SHP-98-173). Dedication,Lind Ave NW at Councilwoman Keolker-Wheeler pointed out that there were a number of NW 2nd P1 problems associated with the City View Short Plat,and she questioned whether 511 P- '%-r 112 • all the conditions of the plat have been met as there were complaints from neighboring residents,especially pertaining to drainage and erosion problems. Development Services Director Neil Watts stated that the City has not received any complaints from the neighbors in over a year. He reported that the drainage and erosion control issues were addressed, and he assured Council that the developer met all plat conditions. MOVED BY KEOLKER-WHEELER, SECONDED BY PARKER, COUNCIL APPROVE CONSENT AGENDA ITEM 5.f. AS PRESENTED. CARRIED. Separate Consideration Planning/Building/Public Works Department recommended adoption of a Item 5.h. resolution in support of Washington State's Referendum 51 (Engrossed Public Works: Referendum 51 Substitute Senate Bill 6347),to be placed on the November 2002 ballot,which Support, Statewide is for the funding of statewide transportation projects including an SR-167 Transportation Projects Corridor Study,improvements to increase capacity on I-405 in Renton, and completion of HOV lanes on SR-167. Councilwoman Keolker-Wheeler questioned why this item was listed as Council concur as she was of the understanding that Council had agreed that prior to taking any action on ballot items,a pro and con discussion on the item would take place for the Council and public's benefit. Pointing out that the City has supported this issue from the beginning,Mayor Tanner stated that he assumed he had the support of Council;however,he had no objections if Council needed additional time to consider the issue. Councilmembers Parker and Nelson agreed that a pro and con discussion should be held on this issue,but due to the short time line,recommended moving forward with approving the resolution. Chief Administrative Officer Jay Covington stated that he would try to schedule a special presentation for the August 19th Council meeting providing he can find representatives to speak both for and against the issue. Council agreed to revisit the matter on August 19th, and it was noted that the absent Councilmembers would then have an opportunity to vote on the resolution as well. CORRESPONDENCE A letter was read from Kurt Wilson of Harbour Homes, 1010 S. 336th St.,Ste. Citizen Comment: Harbour 305,Federal Way,98003,requesting oversizing reimbursement of costs for Homes,Reimbursement for increasing the sanitary sewer line capacity to accommodate future expansion of Oversizing the Sewer Line at the City's sewer system which fulfilled a requirement of the Parkside Court Parkside Court development(PP-01-012) located in the vicinity of SE 2nd Pl. and Lyons Ave. SE. MOVED BY BRIERE, SECONDED BY KEOLKER-WHEELER, COUNCIL REFER THIS MATTER TO THE UTILITIES COMMITTEE. CARRIED. C.. : OF RENTON COUNCIL AGENDn ,ALL AI#: 5• F Submitting Data: Planning/Building/Public Works For Agenda of: Date: August 05, 2002 Dept/Div/Board.. Development Services Division Staff Contact Carrie K. Olson x7235 Agenda Status Consent X Public Hearing.. Subject: Acceptance of the dedication of a cul-de-sac, an extension of Lind Correspondence.. Avenue NW at NW 2nd Place, for additional right-of-way to Ordinance g Y Resolution comply with City of Renton code for new short plats. Old Business New Business Exhibits: Deed of Dedication Study Sessions Exhibit Map Information Vicinity Map Hearing Examiner's Report Recommended Action: Approvals: Council concur Legal Dept 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 purpose of this dedication is to comply with City of Renton Code for new short plats. The area to be dedicated is a cul-de-sac, an extension of Lind Avenue NW at NW 2nd Place, for additional right-of-way. The dedication is a code requirement of the City View Short Plat, LUA-98-173, and Council acceptance 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. Return Address: City Clerk's Office City of Renton 1055 South Grady Way Renton,WA 98055 1 DEED OF DEDICATION Property Tax Parcel Number: 420440-0310 Project File#:LUA 98-173 SHPL Street Intersection: NW 2ND PL&LIND AVE NW Reference Number(s)of Documents assigned or released:Additional reference numbers are on page . Grantor(s): Grantee(s): 1. GERALD L.RIEKER 1. City of Renton,a Municipal Corporation 2. SOUNG BEE RIEKER 1 LEGAL DESCRIPTION: (Abbreviated or full legal must go here. Additional legal on page ) I THAT PORTION OF PARCEL A OF THE CITY OF RENTON LOT LINE ADJUSTMENT NO.LUA 99- 020 LLA RECORDED UNDER RECORDING NO. 19990826900005,IN KING COUNTY, WASHINGTON, FOR PUBLIC RIGHT OF WAY. REFER TO EXHIBIT"A"FOR FULL LEGAL DESCRIPTION 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(s): Grantee(s): City of Renton IMayor C--- -1 .V-'t%'. ?/ City Clerk INDIVIDUAL FORM STATE OF WASHINGTON ) SS I ACKNOWLEDG.MEAT COUNTY OF KING ) / �'��a"�t'�:o I certify that I know or have satisfactory evidence that (�Er'•k/1) L. �-%er Nr "it 1 114 4)ox .S outs I! t t/, ., i„a o. 4.•, tl A& 9 /l e /e r- signed this instrument and ,,,. • '� j/. acknowledged it to be Ms/her/ ie free and voluntary act for the uses and purposes ; p r` mentioned in the instrument. s e=z-7-•!, ,3i i t :i ) � ' 1--o-vNtrt,u0 iv •.� � a Notary PSLcrn and for the State of Washington a�4 Op'''ic:'c,�,.. Notary(Print)_“Zit nn v. .rr— a My appointment expires: 4/4 o 5' Dated: ...T.-LA. y 2-it, -n o -- DEED-CITY VIEW.doc 1 Page 1 I Project: Ryan Short Plat Exhibit A WO# CITY VIEW SHORT PLAT PID Legal Description g GRANTOR:Gerald L.&soun H.Picker Street: Kirkland,Washington COMMENCING AT THE NORTHEAST CORNER OF LOT 58 OF N.H. LATIMER'S LAKE WASHINGTON PLAT,ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 6 - OF PLATS, PAGE 70,IN THE CITY OF RENTON, KING COUNTY, WASHINGTON; THENCE SOUTH 01°46'34"WEST A DISTANCE OF 50.30 FEET TO POINT ON A CURVE TO THE RIGHT;THENCE SOUTHWESTERLY ALONG A CURVE TO THE RIGHT WITH A RADIUS OF 25.00 FEET,AN ARC LENGTH OF 40.37 FEET AND A CENTRAL ANGLE 92°31'11"TO A POINT ON A REVERSE CURVE TO THE LEFT;THENCE ON A REVERSE CURVE TO THE LEFT WITH A RADIUS OF 50.00 FEET,AN ARC LENGTH OF 160.05 FEET AND A CENTRAL ANGLE OF 183°24'00"TO A POINT OF TANGENCY; THENCE SOUTH 89°06'17"EAST A DISTANCE OF 20.30 FEET TO A POINT ON CURVE TO THE LEFT; THENCE NORTHEASTERLY ALONG A CURVE TO THE LEFT WITH RADIUS OF 50.00 FEET, AN ARC LENGTH OF 77.77 FEET AND A CENTRAL ANGLE OF 89°07'09"TO A POINT OF TANGENCY; THENCE NORTH 01°46'34"EAST A DISTANCE OF 100.77 FEET TO POINT ON A CURVE TO THE RIGHT; THENCE NORTHEASTERLY ALONG A CURVE TO THE RIGHT WITH A RADIUS OF 25.00 FEET, AN ARC LENGTH OF 38.95 FEET AND A CENTRAL ANGLE 89°15'50"TO A POINT ON THE SOUTH MARGIN OF NW 2t'1D PLACE; THENCE NORTH 88°57'36"WEST A DISTANCE OF 66.68 FEET TO THE TRUE POINT OF BEGINNING. SITUATED WITHIN THE NE '/, OF THE NW 1/< OF SECTION 18,TOWNSHIP 23 NORTH, RANGE 5 EAST,W.M.. SITUATE IN THE CITY OF RENTON, COUNTY OF KING, STATE OF WASHINGTON. "*.-.-IYfi)hnt\A♦ \ (ltH. T b •`/' � 'fix 'P0 .r, 0 41. •f GISTS 4\0t L LATIDS �M/7LXPIRES (J22iC 3 1� . 1:/ZfLft Z, III DEED-CITY VIEW.doc Page, Map Exhibit 12 I o � tn N 88�7'20` MI 229.02' I NW 2nd PLACE .'--5a _ S 8837'38"E 26E102' J o NE CORNER OF, 21.a9• 4S% T LOT 58 PER 21'• c1 I kl•7,S PLAT 51 II LAVE TABLE ' LIE LE74C1N EAEA VIG C2 Al y r.O N . "u"°ts''"x w� wLf 66.68 N8837JG'11 C 2 L2 3Q00 SQ146'34"W 13 2a3o N89U617 M C4 o N88 57'36`w ;- - — L4 3Q45 5 I'46;541V L5 I29I SJ372'59'E 7800 LB 2586 N81134'041- '' L7 7201 52814.17V C5 58873'26'r a 21' 3 L8 35.65 5107ex 1► c30 49.30' 8 L9 8245 5777Y10'E �/ ri,Fr,f r ,O LI0 36.87 Sd323'441- C6 Ll/ 8_10 N014634-E \7,//C10 AO CURVE TABLE C7 �� 2 o CURVE LENGTH RADIUS DELTA ca u C9 NB9t71S'171 gni'1 • — — h 0 C1 38.95 25.00 " ADDRESS C2 40.37 25.00 9Z'3ff" ,� 3• 03 36.54 50.00 415271' C4 21.11 50.00 2471;35' C5 35.00 50.00 4096'25" cy Is 06 20.85 50.00 2J5372' `F C7 35.00 50.00 401?6'75" "' CO 11.55 50.00 1J14'1.r Z 3 C9 31.66 50.00 3616'42' i C10 4611 50.00 323d2a" 2 S 89t)5'1r E 26a03" DEED-('1I V l'IP\V.doe Page3 17- 1.22 Ac. - '• ••• •'"•• •' `: t JOHN 'THOMSON iw-I ' • a e 10A, 0.40AC 071Ac f ' \ 1 ' '--•""''�'��•t • Q J.M. BAKER 2.0SAcei , - - tfi2 J L7 • 0it il YI I rt.72 y I I 50 41S Ac 11 i' - \\ i !0 ,v T\, rry I .�` ' + A-� �1 • r ' " do, iiTAc ` •(� 1 'tr'-: . r. 1 hT�.,l;4"-ne_y _-� 3RDa I _ _ - 11f !i ] II 11AIsa, }} a s2]- - 2 --- m = I I c y 72r �. cur. 4. _ _ z - I• rt A ITEM RC tt/t7 es S1.A:l �>rrr ltw xe 13 '' 24 E=��p+ F.>ilbi •1}ID • r,..,.. '_. Ir .2 r' '2/`I 2 1.�1 S �6, } N LZM , An» 4a-d .:•--2 • 7 7t �` si‘5 SDL . QVa 1.. i• 1 DDO Ebb IF5 '•� I�j Zj -7 ;•-- —1u a 6 , a 17't'. -1 Ct \il ® * rout • 4 A .•r4.w^ o _' • fI n I • \ 4r,c 1. ,I.r W I•r Y I-==_ -- -inq LIPIMJ, .1 rr .4 4� A ._4-- - .,. -�4J -3RD.... ST. a p� 4„, i _ __ \ -- s , s ; ru,. • ¢ z ZZ lai ; > �,� _ W ---- ` 1 '-G C/(J a ii�eo ui¢1 .z2 At 'Y le 4. • Z Q " ® ' W 11 El. Q -� t f i;t n FVv C (= ro a 1 (1 lltr !D 1 > 1 2- 3 4 _- ' w.�r Lit..• r.. Adis° — 6 (i 21 - Q > =Y ,., .. V '1 _ +'�y�� 5h-- _ fir 6 t EUG E F .1,-.`Q V n . ,,Ir-z r----•a �.S �r4 f 6 7 L �'�4 V 7.J ii \AOAM Y. �' , i� �r. � ZOO It ----a '^'i ' �(g•,, a--- �_-��!�_r'' ji' t :1 .o.7u 1 I► . 18 i' -,r-- -=T•- • �' so ==0-�-• :: = • ::YK•,; '• ,MAG. t :ii 13 v)4 a N.W. 2ND `--- -1--- - -- 411, cc LAND SS' .. IL.WEBB , `, Ce 1_ • \--1 �I �r Z a x - '_9- O ---r...��. >urY t0 \,� 0 .• '„�, "�< "' �,, 59 c = J. �0 r Q - 6 I-' s" Q 62 !/ • '*�2A[. It Etc. „r' O (Mk. ,` � ;---- ,'L----` 07�' ^��aYAtI R \/• �/ i .•• _rcr+t _ rn. NTON • IA.0 I =;`14 g 221 � 1�. .7 w ,► 5 �.',��-7' 'Ir • ,. �` i1132ND ST J PtW. 2Na Y►tAr•• 4,1� '^\• • �" I\� • ESL • P G'• i• w �/J • .-, A .,. 3 \:.\-, -',. . . 5 •7t,c, v. 14\el', \ - ... \ Z '.. 1,..r----i'--- ' '—3 ,5 I.,- .4. • -3 .70 ... 1:15. 4 .>'�r� a .pis �1 ..y a 0 r 14.1 '+O'• ✓ \ 3 43.00. i 10 t! 1.� -.r' 6 �i1, .�•9 w1.G x\e 6 6 . Y>.A , • �`•j In .c ' �r �2 tt.rJrt'w` i �— • �y I Ila • ti t' }„o al,.I a \ j_. :/ ,,:ri° .. . ". • 0. i _ • 9 10 It 12 • • oy • rl V� TOR/q _-° "� '.��',,. i ti •,• a o • R \ti ow .. v .- • r 26E' t--- I q y fa I` 4 :Ilk 7�•t ••'` W I � .. I per II i i 'rr.ka gyp, • ' , I i ORIERE 6 COIASURCO -"c t 4W.- r't r ` 14 - 'C'1 �4..,' - 1� 1. l0eh� _ :q,�.: 1�� J'N 9AR0 - •_t�-- at Q - ' " Y� -` ..24.L s •t -• �-ii4 'lyS fu a n `: ,Sit( '�W i I 4- ••�-� '">�- ..`. __ •r'.,I _ I :!T 7_` ,' _. . -.,ic_L•.0 t]AI.. .4 ' 5.341 w �9Atn r 1 Wr` �.r August 3, 1999 OFFICE OF THE HEARING EXAMINER CITY OF RENTON REPORT AND DECISION APPLICANT: Gerald L.Rieker City View Short Plat File No.: LUA-98-173,Sh-P1,H LOCATION: Lind Avenue NW and NW 2nd Place SUMMARY OF REQUEST: To subdivide 1.76 acre parcel into 8 lots for single family development. SUMMARY OF ACTION: Development Services Recommendation: Approve with conditions DEVELOPMENT SERVICES REPORT: The Development Services Report was received by the Examiner on July 7, 1999. PUBLIC HEARING: After reviewing the Development Services Report, examining available information on file with the application,field checking the property and surrounding area;the Examiner conducted a public hearing on the subject as follows: MINUTES The following minutes are a summary of the July 13, 1999 hearing. The legal record is recorded on tape. The hearing opened on Tuesday,July 13, 1999,at 9:05 a.m. in the Council Chambers on the seventh floor of the Renton City Hall. Parties wishing to testify were affirmed by the Examiner. The following exhibits were entered into the record: Exhibit No. 1: Yellow file containing the original Exhibit No.2: Vicinity map application,proof of posting,proof of publication and other documentation pertinent to this request. Exhibit No.3: Zoning map Exhibit No.4: Short plat map Exhibit No. 5: Slope analysis map Exhibit No. 6: Utilities and grading plan Exhibit No.7: Lind Court NW Profile The hearing opened with a presentation of the staff report by JENNIFER HENNING,Project Manager, Development Services,City of Renton, 1055 S Grady Way, Renton,Washington 98055. The applicant requests approval to subdivide a 1.76 acre parcel into eight lots for single family development. The site is located west of Rainier Avenue and has a common boundary with King County and the City of Renton. The streets leading up to this parcel are extremely steep. Lind Avenue NW will be the main access to the site and will be widened Gerald L. Rieker City View Short Plat File No.: LUA-98-173,Sh-PI,H August 3, 1999 Page 2 and the grade changed to accommodate emergency vehicles. Stevens Avenue to the west of the site is a right- of-way,not improved,and on an extremely steep slope. Portions of NW 2"d to the northeast of the site have been vacated and/or dedicated and the City will not require improvements at this time. The surrounding zoning is primarily residential and the subject site is R-8 (Residential—8 dwelling units per acre). The lots range in size from 5,223 square feet to 12,852 square feet and exceed the minimum lot size of 4,500 square feet. The parcels front on a cul-de-sac which is an extension of Lind Avenue NW. Lot 3 has an easement access across Lot 2. This site has steep slopes up to 100%on the western portion of the site. The steepest portion will be reserved as a Native Growth Protection Easement and will not be disturbed or developed. The Environmental Review Committee(ERC)issued a Determination of Non-Significance—Mitigated(DNS- M)with several mitigation measures. The mitigation measures primarily focused on control of erosion and storm water and sedimentation. A geotechnical engineering report was provided from 1978 with updated letters attached documenting the changed conditions on the site and the proposed development. The 1978 report was prepared for a larger project which had foundations in place but was never completed. The ERC is requiring that applicant comply with all the recommendations in the geotechnical engineering report and letters,as pertains to this particular proposal. The contractor is also required to perform daily review and maintenance of all the erosion and sedimentation control measures during construction and submit weekly reports on the status and condition of the erosion control plan to the City's Public Works inspector. The Examiner inquired about the City's monitoring mechanism in light of the enforcement action against the applicant having to do with grading, land clearing and tree cutting violations which occurred on this site in the last year. Ms. Henning explained that a demolition permit to remove the old foundations was granted by the City. In the course of doing that,extensive clearing and grading occurred which was outside the purview of the permit. The policies and procedures of the Public Works inspectors were detailed, including frequency of inspection and notification of and by surrounding neighbors. Further mitigation measures required by the ERC included payment of fire,traffic and parks mitigation fees. Another requirement is the 26 foot widening of Lind Avenue NW from the northern property boundary to a point 500 feet north of the project site. In addition,applicant must construct a permanent collection swale along the lower rear portion of Lots 7 and 8 to prevent additional storm water flow from reaching the adjacent properties. Any of the storm water runoff from the proposed new houses would have to be tight-lined into the new storm water drainage system. There is also a storm drainage system to be constructed to direct runoff from above to the system that is in Taylor Avenue NW. There is an existing water main in NW 2"d Street on the south side of the project. There is insufficient water pressure to serve this site,however,and the project will be served from a system north of the site. The existing water mains in NW 2"d Place are not adequate to serve the proposal,so an 8 inch water main extension along Lind will be required into the short plat and along the frontage of NW 2"d Place. There is an 8 inch sewer main in NW 2"d Place which will serve this plat by way of an extension to the cul-de-sac. The Comprehensive Plan(CP)designation for this site is Residential Single Family and this proposal supports infill development policies. The proposed density of 5.6 dwelling units per acre is within the range of 5 to 8 units to the acre. The subject proposal meets the zoning requirements and subdivision regulations, including lot size, street access, and setbacks. If the applicant wants to avoid providing street improvement on all surrounding street frontages, including NW 2"d and Stevens,they are required to make application to the Board of Public Works for that waiver. The police and fire departments have indicated there are sufficient resources for this proposal. The Renton School District has also indicated there are adequate facilities for the students generated from this project. Gerald L. Rieker City View Short Plat File No.: LUA-98-173,Sh-PI,H August 3, 1999 Page 3 Staff recommends approval of this short plat, subject to the following conditions: (1)compliance with the ERC's mitigation measures;(2)establishment and recording of a Native Growth Protection Easement on the face of the short plat;(3)establishment of either a homeowners association or maintenance agreement for the maintenance and repair of any common improvements which include the offsite storm water drainage system; (4)establishment of a legal mechanism such as a restrictive covenant to provide for the storm drainage facilities that are offsite. Tom Touma,6632 S 19 1M Place,#E-102,Kent,Washington 98032,applicant representative herein,clarified that the east half of Stevens Avenue is a vacated property and included in the boundary of this proposal. He further responded that approval had been received of a lot line adjustment on the property east of the site entrance on Lind. Regarding the grading that was performed on the property,he stated that the foundations were large,a lot of concrete walls and pads had to be removed,and the site was disturbed during that time. As a result of that,mitigation measures have been taken to stabilize the site by hydroseeding and also implementing other erosion features subsequent to the removal. Nancy Melcher, 8801 S 132"d,Renton, Washington 98055, an interested party,stated there is a very steep drop- off on the south end of Lot 5 which is not indicated as a 50%grade on the map, and it goes down on the edge of Lots 6 and 7 also. She further stated that the hydroseeding which had been done to the site had not stopped runoff, and in the last storm water had flowed off the hill and down the middle of NW 2"d Street. Ms.Melcher had several questions pertaining to street vacation,swales,ditches and fencing on NW 2"d Street Elaine Shirazi, 17824 118th Avenue SE,Renton,Washington 98058,owner of three adjoining parcels located downhill from the subject site,stated her consternation regarding the removal and topping of trees by the applicant from her property and the City's property as well as the subject site. This removal was accomplished in areas of over 40%slope and will cause changes in the stability of the hillside. She further described the impacts to her property as a result of this removal,particularly regarding the flooding. She asked for the City's protection from future damages resulting from this project. She further requested an environmental study be required on this site because of the damages already sustained. Margaret Feaster,264 Stevens Avenue NW,Renton,Washington 98055,an interested party,had questions regarding the definition of the Native Growth Protection Area,whether it was the City's designation, and the timing for such a protection. She also expressed concern about the lack of parks to this area and the impact of this proposal on the park system. Tom Feaster,264 Stevens Avenue NW,Renton,Washington 98055,an interested party,had questions about improvements to all streets adjacent to the subject property and was advised that a waiver would be sought from the Board of Public Works because of steep slopes. He asked for further clarification on the location of the swales and was advised they would be located in the south and east portions of Lots 7 and 8. He also expressed his concerns regarding the Native Growth Protection Area. Neil Watts,Plan Review Supervisor,Development Services Division, City of Renton, 1055 S Grady Way, Renton,Washington 98055,explained that the intention of the swale on Lot 7 was to catch any runoff that comes from the yard and basically prevent it from coming on the downhill lot. The swale would be an open depression and would be connected into the drainage system for the short plat. This entire hillside historically has drainage problems,and the purpose of the proposed drainage system is not to solve those problems, nor is it to increase the problems. Mr.Watts described in detail the proposed drainage system, including the measures taken because of the grading alterations and the system for the new short plat itself. City staff would Gerald L.Rieker City View Short Plat File No.: LUA-98-173,Sh-P1,H August 3, 1999 Page 4 recommend that the detention located off site be dedicated to the City by an easement,but the detention system would still be under the ownership and maintenance responsibility of the homeowners association. Mr. Watts also addressed the issue of the inspection process for construction, including the ERC mitigation measure of daily monitoring on this project. Ms. Henning read into the record the City's definition of the Native Growth Protection Easement. The Examiner called for further testimony regarding this project. There was no one else wishing to speak, and no further comments from staff. The hearing closed at 10:50 a.m. FINDINGS,CONCLUSIONS&DECISION Having reviewed the record in this matter,the Examiner now makes and enters the following: FINDINGS: 1. The applicant,Gerald L.Rieker,filed a request for approval of a 8-lot single family short plat. 2. The yellow file containing the staff report,the State Environmental Policy Act(SEPA)documentation and other pertinent materials was entered into the record as Exhibit#1. 3. The Environmental Review Committee(ERC),the City's responsible official, issued a Declaration of Non-Significance-Mitigated(DNS-M)for the subject proposal. 4. The subject proposal was reviewed by all departments with an interest in the matter. 5. The subject site is located at the southwest corner of the intersection of Lind Avenue NW and NW 2nd Place and is bounded by those two streets on the east and north respectively. The site is also bounded on the west by Stevens Avenue NW and on the south by NW 2nd Street(S 132nd Street in King County) The site is located west and uphill from Rainier Avenue North and west of the Renton Municipal Airport. 6. The subject site is an approximately 1.76 acre parcel. The site has a very irregular eastern boundary. The parcel is approximately 296.10 feet long(north to south)by approximately 260.03 feet wide. 7. The parcel is vacant. The parcel has slopes that approach and exceed 40 percent(40%)along the western half of the site. The remainder of the site also has substantial slopes and some more gentle slopes. A small area in the southeast corner of the site also have slopes in excess of 40%. 8. The subject site was annexed to the City with the adoption of Ordinance 1461 enacted in September 1953. 9. The map element of the Comprehensive Plan designates the area in which the subject site is located as suitable for the development of single family uses,but does not mandate such development without consideration of other policies of the Plan. 10. The site received its R-8(Single Family; Lot size- 4,500 sq.ft)with the adoption of Ordinance 4404 enacted in June 1993. • *Gerald L. Rieker City View Short Plat File No.:LUA-98-173,Sh-P1,H August 3, 1999 Page 5 11. The City has vacated the eastern portion of Stevens west of the site. 12. The site at one time had a multiple family rezoning designation and a permit to allow an apartment building. The City subsequently down-zoned the parcel to single family uses and the apartment building project was abandoned after its foundation was poured. In removing the apartment foundation, the applicant also removed vegetation from the site on some of the steeper slopes and also disturbed, removed and destroyed vegetation on adjoining third party property. 13. The two roadways which can provide access to the site,Lind and 2nd Place,are both substandard in width. Both streets are developed at less than 20 feet wide and 2nd Place is probably 12 to 15 feet wide. In addition,2nd Place is very steep,exceeding 15%grade. Topography would prevent access to either Stevens west of the site or 2nd Street south of the site. As noted,the City actually vacated a portion of Stevens that ran through the western margin of the subject site. As part of environmental review,the ERC required that the applicant widen Lind to 26 feet for a distance of 500 feet north of the subject site to accommodate emergency vehicles and to serve as the primary access to the site. 14. The applicant proposes dividing the subject site into eight lots. Access to the parcel would be primarily directed to Lind Avenue NW just south of the intersection of Lind and NW 2nd Place. A cul-de-sac would be extended south from the current terminus of Lind. A smooth turning radius would be created between Lind and 2nd Place. The 2nd Place access would be considered secondary. 15. The eight proposed lots will be arrayed around the Lind cul-de-sac. The lots will be numbered counterclockwise starting with Proposed Lot 1 in the northeast corner of the site just west of Lind to Proposed Lot 8 on the east side of Lind. 16. Large portions of Proposed Lots 2,3,4, 5 and 8 have slopes in excess of 25%and Proposed Lots 3 and 4 have substantial areas with slopes in excess of 40%. The remaining lots or portions of lots still have slopes ranging from 0.0(zero)to 25%slopes. 17. The creation of eight lots will result in a net density of approximately 5.6 dwelling units per acre whereas the R-8 zoning permits a density range of between 5 and 8 units per acre. 18. Some of the proposed lots are governed by development criteria based on their location, shape or access. Proposed Lot 1 is a corner lot and must be at least 60 feet wide. Proposed Lot 5 is a pipestem lot and the lot area has to be calculated less the area encompassed in the pipestem. Proposed Lot 5 is also located at the intersection of two streets and may be required to provide a turning radius. Proposed Lots 3,4 and 7 each contain slopes in excess of 40%which will be preserved in a Native Growth Protection easement. Proposed Lot 3 will have access via and easement across Proposed Lot 2. 19. The proposed lots range in size from approximately 6,170 square feet to 12, 349 square feet. Their building areas under the Zoning Code may be affected by the pipestem or Native Growth Protection easements. Staff reports that each of the lots will provide a building envelope that can support a single family home, although some of the lots may provide smaller envelopes due to the constraints. 20. Portions of the site where Stevens'right-of-way would be located were it to be rededicated exceed 40%, and staff recommends that no roadway be created. Board of Public Works will need to defer and eventually waive the need to recreate the already vacated portion of Stevens immediately west of the site. Gerald L. Rieker • City View Short Plat File No.: LUA-98-173,Sh-PI,H August 3, 1999 Page 6 21. Since this is a short plat any roadways that will be created will have to be brought before the City Council by separate action, since unlike a full plat the Council does not ordinarily deal with short plats. 22. The development of the proposed plat will increase traffic by approximately 76.4 vehicle trips per day or approximately 9.55 trips per home. As indicated,staff believes that the surrounding streets can handle this traffic but access to the site needs improvement so that both residents and particularly emergency vehicles can gain entry to the site and its eight new homes. The applicant will be widening Lind for a distance of approximately 500 lineal feet from the cul-de-sac northward. 23. The development of the parcel will also generate approximately 4 new students. They will be attending the Renton School District and will be assigned across the grades and on a space available basis. 24. The steep topography,the loss of vegetation due to excessive clearing and rehabilitation means that storm water containment and control is a major issue. Staff has indicated that diversion at the lower end of some of the slopes and around homes and the perimeter of the site will have to meet strict standards. Permanent collection swales shall be required adjacent to Proposed Lots 7 and 8. Staff shall maintain the discretion to detail their location as construction and grading of the site progress. In addition,the applicant proposes an off-site detention system. There would need to be specific legal restrictions and the segregation or sale of that parcel since it would serve the continued needs of the subject site. 25. There appears to be a need to clearly mark the boundaries of the Native Growth Protection areas since the ultimate owners need to avoid intruding into that area. CONCLUSIONS: 1. In the main,the proposed short plat appears to serve the public use and interest. If completed it will finally put to rest the development and use of this steep,controversial parcel. At the same time, the applicant hastily removed too much vegetation when removing old foundations and also removed or destroyed vegetation on adjacent property. These actions probably resulted in a loss of not only ground cover but the water-holding capacity of the site or sites since there is less vegetation to draw storm water out of the ground. This will need to be rectified. 2. It appears that access issues have been adequately addressed. The applicant will have to pay an appropriate general fee for the additional traffic that affects the City street system. In addition,the applicant will be responsible for widening a portion of Lind that provides the main emergency access to the site. 3. Storm water on this steep site is a major issue. It appears that sheet flows now affect adjacent downhill properties. Some of these flows were affected by the excessive clearing and grading that accompanied the removal of foundations on the site. Additionally, it appears that the applicant removed or injured vegetation on adjacent property that also affected storm water retention rates. The applicant shall be required to replant both the subject site and restore vegetation in kind to that removed,destroyed or injured on any adjacent property. This would eventually restore,even if it takes a while,the water retention characteristics of undeveloped portions of the subject site and the adjacent,damaged property. 4. The alteration of the contours of the subject site,the change in vegetation load and the development of impermeable surfaces in the form of roads, sidewalks and driveways as well as building footprints will be substantial. It may be possible that these alterations could have unanticipated consequences that will Gerald L.Rieker City View Short Plat File No.: LUA-98-173,Sh-PI,H August 3, 1999 Page 7 require rectifying after the project is built out. Hopefully,over a five year period the normal flows and some additional storm events will have provided sufficient history to allow an assessment of the storm water flows from this site. Therefore, in order to allow necessary review and modifications or fine tuning,the applicant shall be required to post a bond or other assurances acceptable to the City Attorney in an amount sufficient to allow the City to have site alterations made to fix any unanticipated storm water problems. 5. Since the storm water conveyance system is crucial to maintaining the integrity of both this site and other steep properties below this one,the City shall be granted an easement to the storm water system to allow inspection and, if necessary,maintenance. 6. The applicant shall create a homeowners association subject to review and approval of the City Attorney that is responsible for all common improvements and shall be responsible for keeping the storm drainage system working to standards specified by the City. The City shall have the legal ability to do the maintenance work and take out liens or bill back the homeowners for any work the homeowners fail to properly perform. 7. The applicant shall create a rock boundary just outside the Native Growth areas and this shall be noted on the face of the plat. The note shall indicate no clearing or alterations may occur upslope of this rock- delineated boundary. 8. In conclusion,the site is a hard location for development. It appears that the proposal will allow reasonable development of the subject site but it must be scrupulously monitored to avoid potential problems both during development and subsequently. DECISION: The proposed eight lot short plat is approved subject to the following conditions: 1. The applicant shall comply with the Conditions imposed by the ERC. 2. The applicant shall sign a legal document that accepts the conditions imposed by the ERC. The application shall be resubmitted showing a plan that complies with the conditions imposed by the ERC in all particulars. No further development,grading or any other work shall occur until the applicant complies with these conditions. Hydroseeding and necessary stabilization of any disturbed portions of the site may be done but shall be done only under the complete supervision of the City. 3. The applicant shall comply with the mitigation measures required by the ERC. 4. The applicant shall establish and record a Native Growth Protection Easement(NGPE)on the face of the short plat in order to protect steep slope areas greater than 40%. The applicant shall draft NGPE language and submit it to the City of Renton for review and approval of the City Attorney prior to recording of the short plat. 5. The applicant shall establish a homeowners association or maintenance agreement for the maintenance and repair of any common improvements, including the on-site storm drainage system. The applicant shall provide to the Development Services Division project manager and Gerald L. Rieker • City View Short Plat File No.: LUA-98-173,Sh-P1,H August 3, 1999 Page 8 City Attorney draft language for the maintenance agreement/homeowners association for review and approval prior to recording of the short plat. 6. The applicant shall provide home sprinkler systems as determined by the Fire Department. 7. The applicant shall post a bond or other assurances acceptable to the City Attorney in an amount sufficient to allow the City to have site alterations made to fix any unanticipated storm water problems. The bond shall run for not less than five(5)years. 8. The applicant shall create a rock boundary just outside the Native Growth areas and this shall be noted on the face of the plat. The note shall indicate no clearing or alterations may occur upslope of this rock-delineated boundary. 9. The City shall be granted an easement to the storm water system to allow inspection and,if necessary,maintenance. 10. The City shall have the legal ability to do the maintenance work and take out liens or bill back the homeowners for any work the homeowners fail to properly perform. 11. The applicant shall be required to replant both the subject site and restore vegetation in kind to that removed,destroyed or injured on any adjacent property. 12. The applicant shall execute a legal restriction that ties the subject site and any off-site parcels providing the necessary storm water system that serves the subject site. Such agreement shall be subject to review and approval of the City Attorney. 13. Staff shall maintain the discretion to detail the location and design of detention swales constructed on the site as construction and grading of the site progresses. 14. The applicant shall submit street and easement dedications to the City Council for adoption. ORDERED THIS 3rd day of August, 1999. FRED J.KA N HEARING E MINER TRANSMITTED THIS 3rd day of August, 1999 to the parties of record: Jennifer Henning Tom Touma Nancy Melcher 1055 S Grady Way 6632 S 191st Place,#E-102 8801 S 132nd Renton, WA 98055 Kent,WA 98032 Renton,WA 98055 Elaine Shirazi Margaret Feaster Tom Feaster 17824 118th Avenue SE 264 Stevens Avenue NW 264 Stevens Avenue NW Renton,WA 98058 Renton, WA 98055 Renton,WA 98055 Gerald L.Rieker City View Short Plat File No.: LUA-98-173,Sh-PI,H August 3, 1999 Page 9 Neil Watts Sandee McGann Kathryn G.Lang 1055 S Grady Way 304 NW 2nd 256 Stevens Avenue NW Renton,WA 98055 Renton, WA 98055 Renton,WA 98055 Dave and Cheri Helgeson Stephen Roedder Matt Jacobs 8805 S 132nd 357 Lind Avenue NW 1221 2nd Avenue,#500 Renton,WA 98055 Renton,WA 98055 Seattle,WA 98101 TRANSMITTED THIS 3rd day of August, 1999 to the following: Mayor Jesse Tanner Gregg Zimmerman, Plan/Bldg/PW Admin. Members,Renton Planning Commission Jana Hanson,Development Services Director Chuck Duffy,Fire Marshal Sue Carlson,Econ. Dev.Administrator Lawrence J.Warren,City Attorney Larry Meckling,Building Official Transportation Systems Division Jay Covington, Chief Administrative Officer Utilities System Division Councilperson Kathy Keolker-Wheeler South County Journal Pursuant to Title IV, Chapter 8, Section 15 of the City's Code, request for reconsideration must be filed in writing on or before 5:00 p.m.,August 17, 1999. Any aggrieved person feeling that the decision of the Examiner is ambiguous or based on erroneous procedure,errors of law or fact,error in judgment, or the discovery of new evidence which could not be reasonably available at the prior hearing may make a written request for a review by the Examiner within fourteen(14)days from the date of the Examiner's decision. This request shall set forth the specific ambiguities or errors discovered by such appellant,and the Examiner may, after review of the record,take further action as he deems proper. An appeal to the City Council is governed by Title IV,Chapter 8, Section 16,which requires that such appeal be filed with the City Clerk, accompanying a filing fee of$75.00 and meeting other specified requirements. Copies of this ordinance are available for inspection or purchase in the Finance Department,first floor of City Hall. If the Examiner's Recommendation or Decision contains the requirement for Restrictive Covenants,the executed Covenants will be required prior to approval by City Council or final processing of the file. You may contact this office for information on formatting covenants. The Appearance of Fairness Doctrine provides that no ex parte(private one-on-one)communications may occur concerning pending land use decisions. This means that parties to a land use decision may not communicate in private with any decision-maker concerning the proposal. Decision-makers in the land use process include both the Hearing Examiner and members of the City Council. All communications concerning the proposal must be made in public. This public communication permits all interested parties to know the contents of the communication and would allow them to openly rebut the evidence. Any violation of this doctrine would result in the invalidation of the request by the Court. The Doctrine applies not only to the initial public hearing but to all Requests for Reconsideration as well as Appeals to the City Council. SURVEY NOTES CITY VIEW SHORT PLAT ' INSTRUMENT: N/KON TOTAL STATION DTM-AIOLG -- LUA (5 SECOND INSTRUMENT). PORTION OF THE NW 1/4 OF THE NW 1/4 ='.- LHD METHOD USED' FIELD TRAVERSE WITH ACTUAL =_ „1�.�� FIELD MEASUREMENTS AND ANGLES SECTION 18, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. r. ^ GRAPHIC SCALE DATE aF sURVEYAG CJUB6R0-07 0 CITY OF RENTON, STATE OF WASHINGTON ••* r iY'4) BASIS OF SCARING: NW In1!PLACE NW(S N TAYLOR AVE NW& •, A fi'..n NW MAPLE AVE NW(S 6637'J6'E) LEGEND ]t .• BENCHMARK: GTY OF RENTON MON/11IO. EL JO.O36'(9.103M). Op. • YO/J M CASE ?: ;V J"BRA55 DISC STAMPED "KING COUNTY SURVEY MOH. [N-OO J97J" f• Ir PK NAS > (D1 SIT I INS/DC WALK ON NORTH SIDE OF AIRPORT WAY. JO' WEST N 1'AC 33 FOUND RCBAR&CAP I V°�• 40 K Of CHECKERED RUNWAY MARKER. -- t 0 pGO Lw IRON PIPE _ {'�• ,rnSJ• 58 • SET REBAR k CAP �B96JJ7 S•W NW 47H S>: 1� '�'{V/ (018 7QCITYOFRfNT MON/IJJJGTY O<RENTON Mp•JI/B96r4I20 Z2h Y�il JO' 116 j h'W C°R 18 T1JN RS£ FNO I'REBAR W/LApf (e• lLJJ"BRASSD/SCW/PUNLHDOWN lT IN Al0"MON4 .1) to �Oj �f ON LONG MON 1N CASE :+ CASE(l1/98) I, -{�) • -- •.•• DOWN o.e'(n�96) • `., ° S88 57'36 E 230.02'410 M O - - - - 52O,Ds- - L2'2 a �;Y ., ,, 45 ,10.01 _ 50.00 - - - _ 60.0 . _ O k O S88 57'36"E ,' f F 73� �"� NW 2nd PLACE -' i '.'0'-if in JO' q f ut Fp� 9 Q - , , 7.•9 V • 1, Yh'i Y ry m' 3 ' 2 1 0 •Ct 35'UTIL k ('`'g: W .►,8 '/,•,15 s./,o° 1 CUR vc RADIUS LENGTH 1wNOCN7 DELTA ii4 I .10.93' 2..66' 0933'30' `�•.`, I "'r • ;Nei,1/0 S.1. CI'''. 71' 7' , CC2I 30.00' 16.r 1' 11.61' 3150'7O' :•1,:.'. r- 6,1/7 s.1. m I CJ 3000' J1.6e' 76.3e' J6�6'A2" %i,%' 0 0 O 1..• „ J! N N rr� I CA 30.00' rr.ss' 3.60' ?J'r,2 w I , 5 _ _ KK� CS 30.00' JS.00' 13.25' 40'06'25" J�k° rt /� t 'TO I C6C7 50.00• 20.83. IO SO' 73'53'17 �,S9 lT, (1I. m 'h Ib r C9 G1 q' CO 30.00' J11.� 10.71' 14 s33- I 6l ro O1 '�' M r C9 30.00' 36.54- 19.r3 A151',1- S{'. NZC. hti ' e, h, o i-17.5•UnES/ST pl ?�� h b J CID 13.00' AO.J7' 76.11" 91'J 1'rf- ,11M. 2 ,O T JY hI N " C8 `1". )N8857138"t I•I. 3r O- LINE DIRCCnON P15TwNCC 1 4 _ 1800_ _ �_ _ _ 50,v6'J7'w 0.10' t pM1 • 6.976 s.I. h d 1 1 _ _ _ _ _ .- __ _ _ L7 NO9O6"17�w 20.JO' 4c _f T `L`J 5.13'1739"E 11.91' 7.s.I1 c 49..30' ,.1 I 750' 1 /5 5BJ15 A4'E .6.e7' `� '. N 0906'17'W 3 'V'1 U R O L6 N0037'J6-w J7.JO' ..i'��.,: 9-91' \ LI s n.0•- °`E c� C2 LEGAL DESCR/PT10N ,.,... _ _ 11• .75 6,66J s.1. 0 N81'0101•E 0 L LOT 58 OF N.H. LAAMERS LAKE WASHINGTON PLAT, ACCORDING TO 44i.' L CJ I -91Y00 Z THE PLA T THEREOF, RECORDED IN VOLUME 6 OF PLATS PAGE(S)Az ,`- _ IN RING COUNTY, WASHINGTON; a Jr N89 06'17"W TOGETHER MTH VACATED SOUTH HALF or SOUTH 1J1ST STREET CC' V) T ____,_ (NW 1N0 PLACE)ON THE NORTH, VACATED EAST HALF OF STEVENS i p y, ' 6 ¥^ W AVENUE NW ADJOINING THE NEST, AND VACATED NEST HALF OF !�(�:`. .O V' LIND AVENUE NW ADJOINING THE EAST, AND 12,349• s.I. ..o ,• C0 TOGETHER MIH THAT PORTION OF THE NEST HALF or LOT 39 DF �r Or RENTON ON/1919 "} 1' 0 t0 ' CHISELED SO 0 C TOP yh 7,972 s.I. ,01 o ' �, N.H. LAAMERS LAKE WASHINGTON PLAT ACCORDING TO THE PLAT •..� STAIRWAY(n/9B) J• N 7,518 s.1. O• THEREOF, RECORDED IN VOLUME 6 OF PLATS, PAGE(S)70, IN KING J COUNTY, WASHINGTON,, TOGETHER MTH VACATED EAST HALF OF �I'' JO' eD.or •GQ� Z I VINO AVENUE NW ADJOINING THE NEST, DESCRIBED AS FOLLOWS' - • e0.or 100.01 t' lI k,,.. S88 D6'17"E 260.03' BEGINNING AT A POINT ON THE NORTH LINE OF SAID LOT 59 A �'•i DISTANCE OF JZJ9 FEET FROM THE NOR THNEST CORNER THEREOF; i+,,,Cr, • THENCE SOUTHWESTERLY ALONG A CURVE 70 THE LEFT WM A • 1101.78' NW 2nd STREET •i RADIUS OF 25.00 FEET, AN ARC LENGTH OF J8.95 FEET, AND A CENTRAL ,;' l. CALL D - ANGLE OF 897550• TO A POINT ON TANGENT; THENCE SOUTH 01'16J1" • ENGINEER SURVEYOR WEST A DISTANCE OF 70.J2 FEET; THENCE SOUTH B857J6'EAST A ic, l DISTANCE or 75..00 FEET; THENCE SOUTH 01'46'4 NEST TOUMA ENGINEERS A DISTANCE OF B0.20 FEET,• THENCE NORTH 89D6'17"NEST " 1 66J2 S 191ST PL SUITE E-102 A DISTANCE Or 90.00 FEET; THENCE NORTH 01'46'34 EAST ,,11,-.' ,i'}T ' KENT,, WA. 98032 A DISTANCE or 1731J FEET TO THE SOUTH MARGIN OF NW 2ND PLACE,' •4;+,'�q,. I T 0 I 9 8 I PH 425-251-0665 THENCE SOUTH BB37J6"EAST A DISTANCE OF J7.J9 FEET TO THE }�1� `, TRUE POINT OF BEGINNING TRACTS OWNER/DEVELOPER (ALSO KNOWN AS NEW PARCEL A OF CITY OF RENTON LOT LINE '+'{ E G f,CRE 4 CAMBRIDGE HOMES NW INC. _ 'lS; TON PG 8 11017 forST PL. NE. ADvUSTMfNT N0. LUA - 99-020- LLA RECORDED UNDER ,. ARUM NOL j 5 KIRKLAND, WA. 980JJ RECORDING NO.____ ----) PH. 425-J00-9511 -1A-F!1. RECORDER'S CERTIFICATE No_ LAND SURVEYOR'S CERTIFICATE i"' 'tR U . " , CITY VIEW SHORT PLA T Filed for record this day of ,19_ at M This mop correctly represents o survey made 1 ,• in book_of_ot page Ol the request by me or under my direction in conformance I TOUMA ENGINEERS FORS with the requirements of the SurveyRecording / 'r �' CAMBRIDGE HOMES NW INC. ;I. of Act at the request of erold Rieker • ' ,`! NEST VALLEY BUSINESS PARK 'uwH. by G✓S aw 1L ' _ Y JO11 NO in Dec. 1998 1 t -..1•+' _ e631 sovnl MS/PLACE.SLAM E-10r•ant WA 9e0.12 7r9°5PP[.DNC NOV 1998 7/9-003-981 *: _ � I ' nwr p7s)1sr-aa Mt(Ia)7s1-a1s Mgr. Supt. of Records ; L LNo/un. , CH1cD. BY ''I`` Ce '-__ate No. 9470 , ••," SCALE SHEET r• bm „,,., M.H.T 4i • CITY 1 F RENTON Board of Public Works Jesse Tanner,Mayor May 28,2002 Jerry Rieker 11017101'PINE Kirkland WA 98033 SUBJECT: REQUEST FOR A DEFERRAL CITY VIEW SHORT PLAT,LUA 98-173,LIND AVE NW AND NW 2r1D ST,RENTON WA 98055 Dear Mr. Rieker: The Board of Public Works met on May 22,2002 to consider your request for a deferral for final lift of asphalt and installation of an alternate storm drainage system to serve City View Short Plat, if the constructed system cannot provide an easement. The Board denied your request as submitted, and proposed the following administrative minor revision. Applicant shall revise the Short Plat to a Long Nat which will extend your time to record from a 3-year to a 5-year period. This should allow you the time necessary to rectify all outstanding issues with this project. If you have any questions,please contact Juliana Sitthidet,Board Coordinator,at(430)430-7278. Sincerely, Mickie Flanagan,Recordi'ngSeci.e ry I cc: Board Members I LUA File#98-173 I I I UCENTRAL\SYS2\DEPTS\PBPW\DMSION.S\BPW\DBFERRAL\CityView#2.doc\cor RENTON I 1055 South Grady Way-Renton,Washington 98055 This paper contains 50%recycled material,30%post consumer AHEAD OF THE CURVE CITY IF RENTON Board of Public Works Jesse Tanner,Mayor July 5,2002 Gerald Rieker 11017 101'P1 NE Kirkland WA 98033 SUBJECT: DEFERRAL REQUEST FOR ON-SITE IMPROVEMENTS CITY VIEW SHORT PLAT,LIND AVE NW/NW 2ND PL. Dear Mr.Rieker: The Board of Public Works met on July 3,2002 to consider a deferral of on/off-site improvements for the following items: Installation of a new storm detention facility and conveyance system to serve the subject City View Short Plat. This includes installation of a 10- foot CSP tank; 168 feet of 12-inch storm conveyance pipes;two sixty- inch Type II catch basins; one Type I catch basins;and appurtenances. The applicant is also requesting deferral of the final 2-inch asphalt lift on newly constructed Lind Ave.NW cul-de-sac; and as-built drawings for the plat site improvements. The deferral request of the final 2-inch asphalt lift was approved, until July 3,2003,subject to the following conditions: 1)That a revised estimate be submitted to Juliana Sitthidet,Board Coordinator;and 2)that a security device is placed with the city in an amount equal to 150%of the revised estimate,to complete this improvement. A city-approved form is enclosed for your use. Once the improvement has been installed,then written documentation shall be submitted for the record and the security device will subsequently be released. Your request for deferral of the storm detention system and conveyance system,was denied. If you have any questions or concerns regarding this action,please call Juliana Sitthidet,at(425) 430-7278. Sincerely, r Mickie Flanagan,Recording Secre cc: Board Members Juliana Sitthidet,Board Coordinator Arneta Henninger,Plan Review LUA File#98-173 H:\Division.ABPW\DEFERRAL\CityVu#2.docker R E N T O N 1055 South Grady Way-Renton,Washington 98055 I ®This paper contains 50%recycled material,30%post consumer AHEAD OF THE CURVE BOARD OF PUBLIC WORKS 8:30 a.m. Renton Municipal Building Wednesday, May 22,2002 Conference Room No. 511 IN A ITENDANCE: Neil Watts,Chairman Dave Christensen, Utilities Systems Larry Meckling,Building Official Jim Gray,Fire Paul Lumbert,Plan Review Mickie Flanagan,Recording Secretary Judy Walter, PBPW Administration VISITORS: Jerry Rieker, City View Short Plat David Halinen,Liberty Ridge Ted Noble,Liberty Ridge MINUTES 1. CALL TO ORDER: Chairman Watts called the meeting to order at 8:30 a.m. 2. APPROVAL OF MINUTES: Meeting minutes dated May 1,2002,were approved as presented. 3. REQUESTED ACTION: LM A q g- 173 • Off-site Deferral,City View Short Plah*****Wilnd Ave NW and NW 2nd St. - The applicant is requesting an off-site deferral for final lift of asphalt and installation of an alternate storm drainage system to serve City View Short Plat, if the constructed system cannot provide an easement. Discussion: Dave Christensen asked if the sewer main was relocated. Mr. Rieker responded"yes". Dave Christensen also asked if the deeds got recorded for the Lot Line Adjustment. The response was"no". The 30' easement from an adjoining property owner is going to litigation. The Board was concerned with future property owners knowing that drainage is still an issue. Action: Moved by Christensen,seconded by Meckling to deny the request based upon information from staff, and recommends revising the short plat to a long plat with an extended time in place(3 more years). MOTION CARRIED. • Off-Site Deferral,Liberty Ridge Phase 2,LUA 02-035, 150 Edmonds Ave N 1 - Applicant is requesting a deferral for placing the final lift of asphalt and installation of 10 street monuments. Action: Moved by Christensen,seconded by Meckling to grant the deferral request for one year from the time that the final plat is approved by the City Council, and is subject to the following conditions: /� QiLiy J DEVELOPMENT PLANNING CITY OF RENTON JUN 1 1 2002 BOARD OF PUBLIC WORKS RECEIVED 8:30 a.m. City of Renton Wednesday,May 22,2002 Conference Room No. 511 AGENDA 1. CALL TO ORDER: 2. APPROVAL OF MINUTES: Meeting minutes dated May 1, 2001. 3. REQUESTED ACTION: • RIGHT-OF-WAY USE PERMIT, The Met Coffee and Wine Bar, 232 Burnett Ave. S.- The applicant requests a Right-of-Way Use permit to install 4 tables on the sidewalk on Burnett Ave. S. in front of the coffee bar. • OFF-SITE DEFERRAL,City View Short Plat,LUA 98-173,Lind Ave.N.W. and N.W.2nd St.- The applicant is requesting a deferral for final lift of asphalt and installation of an alternate storm drainage system to serve City View Short Plat, if the constructed system cannot provide an easement. • OFF-SITE DEFERRAL, Liberty Ridge Phase 2,LUA 02-035, 150 Edmonds Ave. N. - The applicant is requesting a deferral for placing the final lift of asphalt and installation of 10 street monuments. 4. OLD BUSINESS: • OFF-SITE DEFERRAL, Heifa Short Plat, LUA 98-032, 716 Monroe Ave. N.E. - The applicant is requesting a 1-year extension for a deferral of sidewalks on Monroe Ave.N.E. 5. ADJOURNMENT: 1 BOARD OF PUBLIC WORKS 8:30 a.m. Renton Municipal Building Wednesday, May 22,2002 Conference Room No. 511 IN A FIENDANCE: Neil Watts,Chairman Dave Christensen,Utilities Systems Larry Meckling,Building Official Jim Gray,Fire Paul Lumbert,Plan Review Mickie Flanagan, Recording Secretary Judy Walter,PBPW Administration VISITORS: Jerry Rieker,City View Short Plat David Halinen,Liberty Ridge Ted Noble,Liberty Ridge MINUTES 1. CALL TO ORDER: Chairman Watts called the meeting to order at 8:30 a.m. 2. APPROVAL OF MINUTES: Meeting minutes dated May 1,2002,were approved as presented. 3. REQUESTED ACTION: • Off-site Deferral,City View Short Plat,LUA 980173,Lind Ave NW and NW 2nd St. - The applicant is requesting an off-site deferral for final lift of asphalt and installation of an alternate storm drainage system to serve City View Short Plat, if the constructed system cannot provide an easement. Discussion: Dave Christensen asked if the sewer main was relocated. Mr. Rieker responded"yes". Dave Christensen also asked if the deeds got recorded for the Lot Line Adjustment. The response was"no". The 30' easement from an adjoining property owner is going to litigation. The Board was concerned with future property owners knowing that drainage is still an issue. Action: Moved by Christensen,seconded by Meckling to deny the request based upon information from staff, and recommends revising the short plat to a long plat with an extended time in place(3 more years). MOTION CARRIED. • Off-Site Deferral,Liberty Ridge Phase 2,LUA 02-035, 150 Edmonds Ave N - Applicant is requesting a deferral for placing the final lift of asphalt and installation of 10 street monuments. Action: Moved by Christensen,seconded by Meckling to grant the deferral request for one year from the time that the final plat is approved by the City Council, and is subject to the following conditions: Board of Public Works May 22, 2002 Page 2 1) Street drainage control be installed to avoid excess ponding; 2)a temporary sediment catcher(silt bags)be installed in the catch basins; 3)a security device acceptable to the Board be placed with the City to cover the deferred items at 150%of the cost of the deferred improvements. This amount is$21,825.00. And 4)a letter be provided to the City from a licensed Land Surveyor stating that all monuments will be installed prior to the release of the security device. MOTION CARRIED. • Right-of-way Use Permit, The Met Coffee and Wine Bar,232 Burnett Ave S, Renton WA 98055 - Applicant is requesting a Right-of-way Use Permit to install 4 tables on the sidewalk on Burnett Ave S in front of the coffee bar,to include the installation of a rail. Action: Moved by Meckling, seconded by Gray to grant the request subject to the following conditions: 1)A design for the rail be submitted and approved by Development Services prior to installation. The rail will be portable and not bolted into the concrete sidewalk. 2) An annual fee be paid, as established by ordinance, for temporary use of public right-of- way. This fee is $17.28 per year. 3) A minimum 6-foot wide clearance be provided between the kiosk and the rail to accommodate through pedestrian traffic and transit riders milling around the kiosk. 4) Provide sufficient public liability insurance with limits of not less than one hundred thousand dollars/three hundred thousand dollars ($100,000/300,000), and not less than fifty thousand dollars ($50,000) to cover property damage. Copies of the insurance policy will be furnished to the City with special endorsement in favor of the City. MOTION CARRIED. 4. OLD BUSINESS: • Off-site Deferral,Heifa Short Plat,LUA 98-032,716 Monroe Ave NE - Applicant is requesting a 1-year extension for a deferral of sidewalks on Monroe Ave NE. Action: Moved by Christensen,seconded by Meckling to approve a 1-year extension for sidewalks, and that the security device currently held by the City in the amount of$1,980.00,will remain in place until the off-site improvements are complete. NOTE: This is the second year request for this applicant. They have 3 more years to maintain the deferral. MOTION CARRIED. 4. ADJOURNMENT: Chairman Watts adjourned the meeting at 9:00 a.m. 9 &S. sl. Me r 11017 - 101stPf9( xj.rkfancf, WA 98033 DEVELOPMENT PLANNING CITY OF RENTON JUL 19 2001 RECEIVED July 16, 2001 Lesley Nishihira Senior Planner City of Renton 1055 S . Grady Way Renton, Wa. 98055 SUBJECT: Expiration of City of Renton Land Use Application Project No. LUA-98-173 , ,Ael Dear Lesley, Thank you for your letter dated July 11, 2001 per the above subject matter. I would like to obtain a one time only one year extension on the above City of Renton Land Use Application Project No. LUA-98-173. If you have any questions please feel free to call me at 206-300-6256. I realy appreciate your letter and again thank you very much for bringing this to my attention. Have a great day and best wishes , Since ly , I erald Rieker 11017 101 St . Place N.E Kirkland, Wa. 98033 % Kam, CITY IF RENTON „LL Planning/Building/Public Works Department Jesse Tanner,Mayor Gregg Zimmerman P.E.,Administrator July 11, 2001 Mr. Gerald Rieker 11017— 101st Place NE Kirkland, WA 98033 SUBJECT: Expiration of City of Renton Land Use Application Project No. LUA-98-173 Dear Mr. Jacques: This letter is being sent as a courtesy to advise you of the expiration date for the above referenced land use application. The expiration date is August 3, 2001. However, it may be possible to obtain a one-time only one-year extension if you request this no later than 30 days prior to the expiration date. The land use approval is separate and distinct from any building or public works permit you may have. Therefore, if you have already obtained all necessary City permits (or, in the case of subdivisions, recorded the short plat or applied for final plat approval), this may not be a concern to you, provided the building or construction permits remain valid and do not lapse at any time. II you have any questions or desire ciarification of the above, please call me at (425)430-7270. I Sincerely, I Lesley Nishihira Senior Planner lento 1901 2001 expired.clot 1055 South Grady Way-Renton,Washington 98055 ti ® 7his paper cnnla r 50%recycled material,30%prr.t n r,,imer en ten�� t CITY F RENTON „LL ' ` Planning/Building/Public Works Department amp Jesse Tanner,Mayor Gregg Zimmerman P.E.,Administrator July 11, 2001 Mr. Gerald Rieker 11017— 101st Place NE Kirkland, WA 98033 SUBJECT: Expiration of City of Renton Land Use Application Project No. LUA-98-173 , S h P 1 Dear Mr. Jacques: This letter is being sent as a courtesy to advise you of the expiration date for the above referenced land use application. The expiration date is August 3, 2001. However, it may be possible to obtain a one-time only one-year extension if you request this no later than 30 days prior to the expiration date. The land use approval is separate and distinct from any building or public works permit you may have. Therefore, if you have already obtained all necessary City permits (or, in the case of subdivisions, recorded the short plat or applied for final plat approval), this may not be a concern to you, provided the building or construction permits remain valid and do not lapse at any time. If you have any questions or desire clarification of the above, please call me at(425)430-7270. Sincerely, Lesley Nishihira Senior Planner lento 1901 20o1 expire 1055 South Grady Way-Renton,Washington 98055 • •• eh ten�1� �, This paper contains 50%recycled material,30%post consumer CITY OF RENTON PLANNINGBUILDING/PUBLIC WORKS MEMORANDUM DATE: October 18,2002 TO: Bonnie Walton, City Clerk's Office FROM: Carrie K.Olson,Plan Review x7235() SUBJECT: CITY VIEW SHORT PLAT LUA-98-173-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 and transfer that recording number to the UTILITIES EASEMENT. 2. Record the UTILITIES EASEMENT document and write the recording number in the space provided on mylar(Sheet 1 of 2)under"10' PUBLIC ACCESS AND UTILITIES EASEMENT TO CITY OF RENTON REC.NO. " 3. Record the UTILITIES EASEMENT document and write the recording number in the space provided on mylar(Sheet 1 of 2)under"PUBLIC INGRESS,EGRESS &UTILITIES EASEMENT FOR THE CITY OF RENTON RECORDED UNDER RECORDING NO. 4. Record the DEED OF DEDICATION document and write the recording number in the space provided on mylar(Sheet 1 of 2)under DEED OF DEDICATION TO THE CITY OF RENTON FOR LIND AVE NW AND REOCORDED UNDER K.C. RECORDING# ff 5. 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 10:00 a.m. deadline. A check in the amount of$15.29 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. cc: Kayren Kittrick(Notice of Recording) Jan Conklin(Please provide PID/recording#'s to Sonja,Carrie,and Andree) Andree DeBauw(Notice to final short plat on Permits Plus) Came Olson(Provide any unpaid SDC/SAD fees to Jan for posting to parcels on Permits Plus) Yellow File 1 \V:\PlanReview\COLSON\Shortplats 2002\CityViewSHPL 22m Clerk Record.doc CITY OF RENTON PLANNINGBUILDING/PUBLIC WORKS MEMORANDUM DATE: October 17,2002 TO: Gregg Zimmerman,PBPW Administrator FROM: Carrie K. Olson,Development Services/Plan Review x7235 SUBJECT: CITY VIEW SHORT PLAT LUA-98-173-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. i cc: Yellow File \\I:\PlanReview\COLSON\Shortplats 2002\CityViewSHPL21m ZimSign.doc CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS MEMORANDUM DATE: September 11, 2002 TO: Arneta Henninger,Plan Review ROUTE TO: Kayren Kittrick,Plan Review FROM: Carrie Olson,Plan Review OS9� SUBJECT: CITY VIEW SHORT PLAT LUA-98-173-SHPL This project is ready to be recorded. If all review concerns have been addressed, please sign below or return comments as needed. I have attached your last comments for your review. Note: This project is on its third year extension and expires on August 3,2002. I � Q'C7 G Approval: ; *vrtkljce._.,<Date:__t vk - , ( / 2Ka Kittrick Arneta Henninger C Cc: Yellow File I:\PlanReview\COLSON\Shortplats 2002\CityViewSHPL 18m Plan ReviewStart.doc N O RECEIVED CITY OF RENTON AUG 2 7 2002 PLANNINGBUILDING/PUBLIC WORKS CITY OF RENTON MEMORANDUM UTILITY SYSTEMS DATE: August 27, 2002 TO: Bob Mac Onie,Technical Services Sonja Fesser,Technical Services FROM: Carrie Olson,Plan Review x7235 SUBJECT: CITY VIEW SHORT PLAT LUA-98-173-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: Note: This project is on its third year extension and expires on August 3, 2002. • Short Plat drawings If all review concerns have been addressed, please sign below or return your comments as needed. Thanks. (I ,c 0N( _ 15 TO^CO-PV iE'C-ti cal-•! c=rF ,=10 �� /l=Y c a-- - wo w ►-+ow�r-t L rrs C-ttc H s.-- wry+-+ `r.-r u t--ms.) 2.) t -IaV41— L-A:PP11-11 ' Cj" I► I GUL- 51= 44 th�aF +►ill= ) Approval: '1; \ ` � J 0.) , Robert T Mac Onie,Jr Sor es Cc:Yellow File I:\PlanReview\COISON\Shortplats 2002\CityViewSHPL 16m TS ReviewStart.doc II O CITY OF RENTON PLANNINGBUILDING/PUBLIC WORKS MEMORANDUM DATE: August 6,2002 TO: Jennifer Henning,Planning FROM: Carrie Olson, Plan Review x7235 SUBJECT: CITY VIEW SHORT PLAT LUA-98-173-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 August 9, 2002, so I can proceed to final recording. Thanks. Note: • SCD Fees have been paid. • Mitigation Fees will be paid prior to recording. l 1 fit' h h fD vAi a ,G ova-mac (ape_ad-- sh r -Olaf" Ho I44C 4f1iwt 5 `-6 r aV't rrR ui i cd� ;5 Af Fk44 1ktd .141441) 7 G 1'�1G d ` 694/* .CAM `( ' ),,,I,i v,f„r av,d47'04... N o . co)) � W't4/V2 Approv OA , Date: fer nning Cc:Yellow File I:\PlanReview\COISON\Shortplats 2002\CityViewSHPL 09m Planning ReviewStart.doc • s.• .,,• .` " ,• �,1 t,c it,,,,, i 1,14 r t•,l•• ),.F. :•••• 1 ., t , . 1-V. • ,.,+ ". � +t •T ••, Cry 1. ,•• ', , , L • • ` i• a „J* r b f t •art••r u 4'{�,t -� •s IP S Return Address: City Clerk's Office City of Renton 1055 South Grady Way Renton WA 98055 Title: UTILITIES EASEMENT Property Tax Parcel Number: 420440-0310 Project File#:LUA-98-173-SHPL Street Intersection or Project Name:NW 2ND ST 7 LIND AVE NW Reference Number(s)of Documents assigned or released: Additional reference numbers are on page . _ Grantor(s): Grantee(s): 1.Gerald L. Rieker 1. City of Renton, a Municipal Corporation 2.Soung Hee Rieker 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: (Abbreviated legal description MUST go here). THAT PORTION OF PARCEL A OF THE CITY OF RENTON LOT LINE ADJUSTMENT NO.LUA 99-020 LLA RECORDED UNDER RECORDING NO. 19990826900005,IN KING COUNTY,WASHINGTON, DESCRIBED AS FOLLOWS: COMMENCING AT THE MOST SOUTHEASTERLY CORNER OF ABOVE DESCRIBED PROPERTY; THENCE NORTH 89°06'17"WEST A DISTANCE OF 35.00 FEET TO THE TRUE POINT OF BEGINNING;THENCE CONTINUING NORTH 89°06'IT'WEST A DISTANCE OF 70.31 FEET; THENCE NORTH 20°18'00"EAST A DISTANCE OF 99.06 FEET TO A POINT ON CURVE WHICH BEARS SOUTH 19°52'25"WEST FROM ITS RADIUS POINT; THENCE SOUTHEASTERLY ALONG A CURVE TO THE LEFT WITH A RADIUS OF 50.00 FEET,AN ARC LENGTH OF 16.56 FEET AND CENTRAL ANGLE 18°58'42"TO A POINT OF TANGENCY; THENCE SOUTH 89°06'17"EAST A DISTANCE OF 3.99 FEET; THENCE SOUTH 20°18'00" WEST A DISTANCE OF 85.58 FEET; THENCE SOUTH 89°06'17"EAST A DISTANCE OF 45.74 FEET; BEGINNING. SOUTH 01°46'34"WEST A DISTANCE OF 10.00 FEET TO THE��;... ..'J - lilt k H, IN THE CITY OF RENTON,COUNTY OF KING, STATE OF WASHINGT iI ,�1:�W::. •.- SITUATE IN SECTION 18,TOWNSHIP 23 NOR RANGE 5 EAST,W. w� �a y NORTH, � •f \Mr i L : ,; ' ',..F :\NN 1 •AL LAffi9S �itLitt, Pl::L.. 4 63 N. I 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,in King County,Washington,more particularly described on page 1.(or if full legal is not on page—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. 3. 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. IN WITNESS WHEREOF,said Grantor has caused this instrument to be executed this /8day of Ocrabj t�Y INDIVIDUAL FORM OF ACKNOWLEDGEMENT Notary Seal must be within box STATE OF WASHINGTON )ss COUNTY OF KING ) I certify that I know or have satisfactory evidence that yr/a/d/ L. l/oPer- Ord 41 zi 'A signed this instrument and M O U N I R H. T O U M A acknowledgeti"it to be hi er/their free and voluntary act for the uses and purposes STATE OF WASHINGTON mentioned in the rostrum . NOTARY--.--PUBLIC MY COMMISSION EXPIRES 8-09-03 .1 . 4_, • 1 - Notary blic in and for the State of W ungton Notary(P d/1i#-//- /43v,71n- My appointment expires: cr/ 72..&e:IS Date: /d/'/7/Ze6Z - C:\WINDOWS\Desktcp\Special Documents\Renton Fonns\Renton-Utl Esmt-RIERKERdoc\ Page 2 FORM 03 0000/bh/CA2-21-97 Map Exhibit 0 b W J VI ; I I ta I N I 3 bto Q to r — — ,�, _ J 3N�'£'•9�1ON "$ o oz»9 �a I J3 3 N I I ..=ll '� 3 Op- Z ►� g W� ,,, ,or ;n 03 8 • 2 ct 2 i co 3„kr 9f.ION Z ��a k ,ZF'OL 2 ' . MN 3AV ONI7 3 IT,91 ION .Kr9klo S a� N N 0 ,ZZVZI lO73tS a M.ff;96.loS • ' t h iu Vin rn — — — . r % o o- - ' moo : - � 1 t° �I N CN ,o'�=sZrss.,s' :,cam 1:;®- O s •ss46 .J!t �� N W N ��B--Ors �, IN 3 se- , J b b In O CO O N W N o 00 0I N i J nn N A y •s/rig W le J N a J W ci u tY D U ,II'96Z M .,01,95.l0 S C:\WINDOWS\Desktop\Special Documents\Renton Forms\Renton-Utl Esmt-RIERKER.doc\ Page 3 FORM 03 0000/bh/CA2-2 1-97 Return Address: City Clerk's Office City of Renton 1055 South Grady Way Renton WA 98055 Title: UTILITIES EASEMENT Property Tax Parcel Number: 420440-0310 Project File#: LUA 98-173-SHPL Street Intersection or Project Name:LIND AVE NW&NW 2ND PL Reference Numbers)of Documents assigned or released: Additional reference numbers are on page - Grantor(s): Grantee(s): 1. Gerald L. Rieker 1. City of Renton, a Municipal Corporation 2. Soung Hee Rieker 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 4 of document. (Abbreviated legal description MUST go here). LEGAL DESCRIPTION: THE 10 FEET OF LOTS 1 AND 2 AND LOTS 4 THROUGH 8, INCLUSIVE, OF CITY OF VIEW PLAT, AS RECORDED UNDER KING COUNTY RECORDING NO. RECORDS OF KING COUNTY, ABUTTING THE LIND AVENUE NW RIGHT-OF-WAY. ALL SITUATE IN THE NORTHWEST QUARTER OF SECTION 18, TOWNSHIP 23 NORTH, RANGE 5 EAST,W.M., IN THE CITY OF RENTON, KING COUNTY,WASHINGTON. Y‘ •, vato :P/STE7 1 0000 L LAIAV I ` MOIRES 6/22/ ,,► vitSRR:ili1C>7/7777I77J7 • 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,in King County,Washington,more particularly described on page 1.(or if full legal is not on page—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. 3. 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. IN WITNESS REO ,said Grantor has caused this instrument to be executed this Z&day of 20 d Z INDIVIDUAL FORM OFACKNOWLEDGEMENT Notary Seal must be within box STATE OF WASHINGTON )ss COUNTY OF KING ) I certify that I know or have satisfactcAy evidence that e-44 i4. M 0 U N I R H T 0 U UI A l /FAG•-0",1-Sme,P '"' a.k.a.- signed this instrument and acknowledged it to be eir free and voluntary act for the uses and purposes STATE OF WASHINGTON ' mentioned in the instrument. NOTARY- -- PUBLIC MY COMMISSION EXPIRES 8-09-03 No Public in and for the Stat9 of Washington No rint) AV/or/me- H . /2SW/7-lac, My appointment pares: g'/o7/P. b5 Date: /Z‘/4)y - C:\WINDOWS\Desktop\Special Documents\Renton Fonns\RIEKER-Utl Esmt.doc\ Page 2 FORM 03 0000/bh/CA2-21-97 "Map Exhibit" II e I t I vs t tu ItI I ill N I s Q cl o — , � — J 3„kr,9�ION a EN r o oz�9 • I 3 k a = °0 $ � .or h k' 30Pre9f.10N _ co \ Al ,M,9t.f0 S * . MN 3AV ONl7 N `` 3„�1,9�10N r g 0 ZZ'St! \ lO b6 $ M_tC 9t.IOS \ 51 ON 0 in' co CU D. nNmo R C^ D. sr d II _ $ NN \ Inca r C +'In N W O b ^ ,,,G O�.O I ocom0 JFtl•AK I C'lN ��1111 d II gui 1 II^ 9d Y C—N \ �O �.O O ,61;11 J,-n�a \ J�it v °aor BSI f •6:94 0 O CO et ei izcrr vs Lu ,tf.91.IOS o M (0 CS rN CO -.F 01 co in \w u 6 �� iiWt p es co 69V9 1�W v F(ZFI o� E goror 411'96Z M „Pr,9i.10 S C:IWINDOWS\Desktop\Special Docurnents\Renton Forrs\RIEKER-UtI Esmt.doc\ Page 3 FORM 03 0000/bh/CA2-21-97 ' Return Address: City Clerk's Office City of Renton 1055 South Grady Way Renton,WA 98055 DEED OF DEDICATION Property Tax Parcel Number: 420440-0310 Project File#:LUA 98-173 SHPL Street Intersection: NW 2ND PL&LIND AVE NW Reference Nmnber(a)of Documents assigned or released:Additional reference numbers are on page . Grantor(s): Grantee(s): 1. GERALD L.RIEKER 1. City of Renton,a Municipal Corporation 2. SOUNG HEE RIEKZER LEGAL DESCRIPTION: (Abbreviated or full legal must go here. Additional legal on page ) THAT PORTION OF PARCEL A OF THE CITY OF RENTON LOT LINE ADJUSTMENT NO.LUA 99- 020 LLA RECORDED UNDER RECORDING NO. 19990826900005,IN KING COUNTY,WASHINGTON, FOR PUBLIC RIGHT OF WAY. REFER TO EXHIBIT"A"FOR FULL LEGAL DESCRIPTION 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(s): Gra e(s): City of Renton , r C— :— -/ss/ 461/(44,U:4 Waitivt City Clerk INDIVIDUAL FORM OF STATE OF WASHINGTON )SS ACKNOWLEDGMENT i COUNTY OF KING / �Ly I certify that I know or have satisfactory evidence that -,ll1D L. it F etpr Nota .,,,,,'' t . 4'P4f. )ox ,I pp ~ea:,°"° ri. �I 4 ti S o u A9 Ii P IC.1 e:/� signed this instrument and • r t ;'• ti acknowledged it to be lths/her/free and voluntary act for the uses and purposes k r r , laV -m., , mentioned in the instrument. irkraufe.; I 00 . i--e-v-v6z4.1/4,4 • Iig, klt. '••.• � Notary lic in and for the State of Washington /1 tea,, vFt,fg .--- Notary(Print) St Z j)t k nn D. nr-t st rr. My appointment expires: 4/�o S' Dated: SL I f 2 t, )- L- DEED-CITY VIEW.doc I Page 1 Project: Ryan Short Plat Exhibit A WO# CITY VIEW SHORT PLAT Legal Description PID GRANTOR:Gerald L.&soung H.Rieker Street: Kirkland,Washington COMMENCING AT THE NORTHEAST CORNER OF LOT 58 OF N.H. LATIMER'S LAKE WASHINGTON PLAT,ACCORDING TO THE PLAT THEREOF,RECORDED IN VOLUME 6 OF PLATS,PAGE 70,IN THE CITY OF RENTON,KING COUNTY,WASHINGTON; THENCE SOUTH 01°46'34"WEST A DISTANCE OF 50.30 FEET TO POINT ON A CURVE TO THE RIGHT; THENCE SOUTHWESTERLY ALONG A CURVE TO THE RIGHT WITH A RADIUS OF 25.00 FEET,AN ARC LENGTH OF 40.37 FEET AND A CENTRAL ANGLE 92°31'1 l"TO A POINT ON A REVERSE CURVE TO THE LEFT;THENCE ON A REVERSE CURVE TO THE LEFT WITH A RADIUS OF 50.00 FEET, AN ARC LENGTH OF 160.05 FEET AND A CENTRAL ANGLE OF 183°24'00"TO A POINT OF TANGENCY;THENCE SOUTH 89°06'17"EAST A DISTANCE OF 20.30 FEET TO A POINT ON CURVE TO THE LEFT; THENCE NORTHEASTERLY ALONG A CURVE TO THE LEFT WITH RADIUS OF 50.00 FEET,AN ARC LENGTH OF 77.77 FEET AND A CENTRAL ANGLE OF 89°07'09"TO A POINT OF TANGENCY; THENCE NORTH 01°46'34"EAST A DISTANCE OF 100.77 FEET TO POINT ON A CURVE TO THE RIGHT;THENCE NORTHEASTERLY ALONG A CURVE TO THE RIGHT WITH A RADIUS OF 25.00 FEET,AN ARC LENGTH OF 38.95 FEET AND A CENTRAL ANGLE 89°15'50"TO A POINT ON THE SOUTH MARGIN OF NW 21''D PLACE;THENCE NORTH 88°57'36"WEST A DISTANCE OF 66.68 FEET TO THE TRUE POINT OF BEGINNING. SITUATED WITHIN THE NE 'A OF THE NW %.OF SECTION 18,TOWNSHIP 23 NORTH, RANGE 5 EAST,W.M.. SITUATE IN THE CITY OF RENTON, COUNTY OF KING, STATE OF WASHINGTON. 4470 °.CISTE O L LAtA9S L'XPIRES 6/222JG3 DEED-CITY VIEW.doc Page Map Exhibit N 8857'20' WI 229.02' • NW 2nd PLACE 00A S e8s7'36'E 26a o2' ::1 o L1 h 1 NE CORNER OF ` 21.cn' 4568 LOT 58 PER 21' /\l•7 5 PLAT 5# 14.1 I I LAVE TABLE 1(0p LOT SS LANE LENCIN BEAR94G C2 VIA ^ MH.IAi Y�ucE WA. w LI 66.68 N$8S7'3611 N L2 3a00 six-46341r 1-3 20.30 1.4890617111 C4 N8857'36`W L— — — L4 3Q45 501'46"34 W � ♦ L5 1291 S.1572'S91- .. L6 25.86 14811}4'04'E , L7 7201 $2974'17'W CS S8873'26" A 21' f 3 L8 35.65 51030'31"11 (10 49.30' 8 • 3J 1 C9 8245 5770E e 6,66.3 g sq-/t. tt,pp L 10 36.87 58325'44'� ;f • O C6 L I/ 8.20 N0146'34-E C10 ^O CURVE TABLE 2 C7 .r O CURVE LENGTH RADIUS DELTA C9 (.) C9 90 00 • — — c) Cl 38.95 25.00 897550" N89UI617'W C2 40.37 25.00 9231'tI' ADDRESS C3 36.54 30.00 4/V//' :kJ 3 C4 2111 50.00 247I.35" W C5 35.00 50.00 40'06'25" C6 20.83 30.00 235.572- & ;f H C7 35.00 50.00 40D625" ZS Ce 1L55 50.00 1314'12" 3 C9 31.66 50.00 3616'42' CIO 46.11 50.00 = 5274'1d" S. 89'06'17" E 28a ar f)EFI). 'JlV V'II:AV'.du. Page3 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 REASURER'S OFFICE (Use Form No.84-0001 B for Repotting 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 e Name Gerald L.Reiker In Na1e City of Renton,a Municipal Corporation Soung Hee Reiker cL o au. 11017 101st Place NE 1055 South Grady Way ut a Street Street Kirkland,WA 98033 m Renton,WA 98055 City/State/Zip City/State/Zip © ADDRESS TO SEND ALL PROPERTY TAX RELATED CORRESPONDENCE ALL TAX PARCEL NUMBERS COUNTY TREASURER PLACE ASSESSED VALUE IF TAX EXEMPT Name Gerald L.Reiker and Soung Hee Reiker 4204400310 Street 11017 101st Place NE City/State/Zip Kirkland,WA 98033 111 LEGAL DESCRIPTION OF PROPERTY SITUATED IN ❑UNINCORPORATED COUNTY `OR IN CITY OF Renton Street Address(if property is improved): A portion of the NE Quarter of the NW Quarter of Section 18,Township 23 North,Range 5 East,W.M.,in the City of Renton, King County,Washington.(Please see attachment for complete legal description.) in Is this property currently: YES NO el 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? ® 1* agreement not to compete,etc.) Chapter 84.33 RCW NONE Classified as current use land(open space,farm CI NE 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 ai NE Explanation transfer to government as a development property?Chapter 84.26 RCW requirement Property Type: f land only ❑land with new building Deed of Dedication [Ti land with previously used building ❑land with mobile home Type of Document ❑timber only ❑building only 07/24/2002 Date of Document Principal Use: 0 Apt.(4+unit) ❑residential timber agricultural ❑commercial/industrial Gross Selling Price $ 0.00 II other Road Right-of-Way Personal Property(deduct)$ lel (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 ❑does ❑does not qualify for continuance. Washington That The Foregoing Is True And Correct.(See back of this form). Date 7q) DEPUTY ASSESSOR Signature of Grantor/Age (2) NOTICE OF COMPLIANCE(Chapter 84.26 RCW) aren McFarland,Technical Services AGENT If the new owner(s)of property with special valuation as historic property Name(print) wish to continue this special valuation the new owner(s)must sign below. Date and Place of St• 1_•: 7/24/2002 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 dun Signature of and payable by the seller or transferor at the time of sale. Grantee/Agent (3) OWNER(S)SIGNATURE J: Tanner,Mayor Name(print) y Date&Place of Signing: 8/8/2002 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(1 C)). REV 84 0001a(3-18-99)(PD 4-05-00) FOR TREASURER'S USE ONLY []COUNTY TREASURER []DEPT.OF REVENUE []COUNTY ASSESSOR []TAXPAYER 11. 40 CITY APRENTON Board of Public Works Jesse Tanner,Mayor July 5, 2002QPIEL OPMENT SERVICES Cm OF RENTON Gerald Rieker 'JUL 0 9 2002 11017 101st PINE Kirkland WA 98033 RECEIVED SUBJECT: DEFERRAL REQUEST FOR ON-SITE IMPROVEMENTS CITY VIEW SHORT PLAT,LIND AVE NW/NW 2ND PL. Dear Mr. Rieker: The Board of Public Works met on July 3,2002 to consider a deferral of on/off-site improvements for the following items: Installation of a new storm detention facility and conveyance system to serve the subject City View Short Plat. This includes installation of a 10- foot CSP tank; 168 feet of 12-inch storm conveyance pipes;two sixty- inch Type II catch basins; one Type I catch basins; and appurtenances. The applicant is also requesting deferral of the final 2-inch asphalt lift on newly constructed Lind Ave.NW cul-de-sac; and as-built drawings for the plat site improvements. The deferral request of the final 2-inch asphalt lift was approved, until July 3, 2003,subject to the following conditions: 1)That a revised estimate be submitted to Juliana Sitthidet,Board Coordinator; and 2)that a security device is placed with the city in an amount equal to 150%of the revised estimate,to complete this improvement. A city-approved form is enclosed for your use. Once the improvement has been installed,then written documentation shall be submitted for the record and the security device will subsequently be released. Your request for deferral of the storm detention system and conveyance system,was denied. If you have any questions or concerns regarding this action, please call Juliana Sitthidet,at(425) 430-7278. Sincerely, Mickie Flanagan,Recording Secreta cc: Board Members Juliana Sitthidet,Board Coordinator Arneta Henninger,Plan Review LUA File#98-173 ld:\Division.s\BPW\D[ ERRAL\CityVu#?-doc\eor R E N T O N 1055 South Grady Way-Renton,Washington 98055 0 This paper contains 50%recycled material,30%post consumer AHEAD OF THE CURVE BOARD OF PUBLIC WORKS 8:30 a.m. Renton Municipal Building Wednesday,July 3,2002 Conference Room No. 511 IN A FI ENDANCE: Neil Watts,Chairman Dave Christensen,Utilities Systems Larry Meckling,Building Official Jim Gray,Fire Juliana Sitthidet,Plan Review Floyd Eldridge,Police Mickie Flanagan,Recording Secretary Judy Walter,PBPW Administration VISITORS: Jerry Rieker, City View Short Plat MINUTES 1. CALL TO ORDER: Chairman Watts called the meeting to order at 8:30 a.m. 2. APPROVAL OF MINUTES: Meeting minutes dated June 19,2002 were approved as presented. 3. REQUESTED ACTION: • Request for a Waiver of Off-site Improvements—Jones Short Plat,307 Taylor Ave.N. Applicant is requesting a waiver for off-site improvements on the frontage of the property at Taylor Ave.N.W. The improvements include curb/gutter, sidewalk, street widening and paving. They are requesting a waiver with restrictive covenants to cover any future installation of said improvements. Action: Following a brief discussion, it was Moved by Christensen,seconded by Meckling to approve this request, subject to the following conditions: 1) The applicant agrees to participate in any future Local Improvement District (LID)to provide said improvements;2)a Restrictive Covenant be recorded prior to recording of the short plat,but not to exceed two years from the Board of Public Works' decision; 3)applicant will control drainage from on-site; and 4) that the future driveway elevation be set to match a 28-foot roadway and a 5-foot sidewalk width. MOTION CARRIED. 4. OLD BUSINESS: • City View Short Plat,Request for a Deferral of On-/Off-Site Improvements, Lind Ave NW/NW 2nd Pl. Applicant is requesting a deferral of the storm detention system and conveyance system,and for a final 2-inch asphalt lift for one year. Discussion: Due to legal delays,the detention system completion has been delayed. Mr. Rieker expects to have the improvements completed by the end of the month. The system must be in before recording of the short plat,August 3rd_ • Board of Public Works July 3,2002 Page 2 Action: Moved by Christensen,seconded by Meckling to deny the request for a deferral of the storm detention system and conveyance system. The Board approved the deferral of the final 2-inch asphalt lift until July 3,2003, subject to the following conditions: 1)That a revised estimate be submitted to Juliana Sitthidet,Board Coordinator; and 2)that a security device be placed with the City in an amount equal to 150%of the revised estimate,to complete this improvement. MOTION CARRIED. 5. ADJOURNMENT: Chairman Watts adjourned the meeting at 9:00. t;ITY OF RENTON a 1055 S. Grady Way Renton, WA 98055 Printed: 09-05-2002 Land Use Actions RECEIPT Permit#: LUA98-173 Payment Made: 09/05/2002 09:58 AM Receipt Number: R0205107 Total Payment: 13,880.08 Payee: RIEKER, GERALD Current Payment Made to the Following Items: Trans Account Code Description Amount 3021 303.000.00.345.85 Park Mitigation Fee 4,246.08 5045 304.000.00.345.85 Fire Mitigation-SFR 3, 904 .00 5050 305.000.00.344.85 Traffic Mitigation Fee 5,730.00 Payments made for this receipt Trans Method Description Amount Payment Check #3937 13, 880.08 Account Balances Trans Account Code Description Balance Due 3021 303 .000.00.345.85 Park Mitigation Fee .00 3954 604 .237.00.00.0000 Special Deposits .00 5006 000.345.81.00.0002 Annexation Fees .00 5007 000.345.81.00.0003 Appeals/Waivers .00 5008 000.345.81.00.0004 Binding Site/Short Plat .00 5009 000.345.81.00.0006 Conditional Use Fees .00 5010 000.345.81.00.0007 Environmental Review .00 5011 000.345.81.00.0008 Prelim/Tentative Plat .00 5012 000.345.81.00.0009 Final Plat .00 5013 000.345.81.00.0010 PUD .00 5014 000.345.81.00.0011 Grading & Filling Fees .00 5015 000.345.81.00.0012 Lot Line Adjustment .00 5016 000.345.81.00.0013 Mobile Home Parks .00 5017 000.345.81.00.0014 Rezone .00 5018 000.345.81.00.0015 Routine Vegetation Mgmt .00 5019 000.345.81.00.0016 Shoreline Subst Dev .00 5020 000.345.81.00.0017 Site Plan Approval .00 5021 000.345.81.00.0018 Special Permit Fees .00 5022 000.345.81.00.0019 Variance Fees .00 5023 0 .00 5024 000.345.81.00.0024 Conditional Approval Fee .00 5036 000.345.81.00.0005 Comprehensive Plan Amend .00 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 410 elli0 Remaining Balance Due: $0.00 fY OF RENTON tee 1055 S. Grady Way Renton, WA 98055 Printed: 08-06-2002 ENG Construction Permit RECEIPT Permit#: C990277 Payment Made: 10/20/1999 01:17 PM Receipt Number: Total Payment: 19,005.36 Payee: R&RLAND3057 Current Payment Made to the Following Items: Trans Account Code Description Amount 4028 000.343.20.00.0000 Public Works Inspection 1, 118. 96 4033 401.343. 90.00. 0003 Stormwater Insp Approval 1, 525.43 4040 421.388. 10.00.0020 Spec Util Connect Sewer 4, 680.00 4042 401.343. 90.00.0002 Sewer Inspection Approvl 592.77 4050 000.322.40.00.0000 Right-of-way Constructn 90.00 4056 421.388. 10.00.0010 Spec Util Connect Water 6, 800.00 4057 401.343. 90.00.0001 Water Inspection Approvl 387.45 4059 401.388. 10.00.0013 Misc. Water Installation 730.75 4069 421.388. 10.00.0040 Spec Util Connect Stormw 3, 080.00 Payments made for this receipt Trans Method Description Amount Payment CHECK R&RLAND3 19, 005.36 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 1111.1'Y OF RENTON 411110 1055 S. Grady Way Renton, WA 98055 Printed: 04-09-2002 ENG Construction Permit RECEIPT Permit#: C990277 Payment Made: 08/10/1999 10:32 AM Receipt Number: Total Payment: 3,624.61 Payee: CAMBRIDGEH3032 Current Payment Made to the Following Items: Trans Account Code Description Amount 4028 000.343.20. 00.0000 Public Works Inspection 1, 118. 96 4033 401.343. 90.00.0003 Stormwater Insp Approval 1,525.43 4042 401.343. 90.00.0002 Sewer Inspection Approvl 592.77 4057 401.343. 90.00.0001 Water Inspection Approvl 387.45 Payments made for this receipt Trans Method Description Amount Payment CHECK CAMBRIDG 3, 624. 61 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 Carrie Olson-Davis -City View trees iii• Page 1 From: Elizabeth Higgins To: Henninger, Arneta Date: 10/4/02 12:07PM Subject: City View trees I have verified that trees were planted along the east side of the detention vault at the City View project. The trees planted (cedar)were not the trees specified (hornbeam). My understanding is that the change in tree type was requested by Mr. Rieker and approved so that evergreen trees would screen the vault. As a clarification, the reason deciduous trees were specified was to allow light from the west through to the adjacent, downslope property in the winter. The cedars will grow to two or three times the height of the specified tree and, at the spacing used, form a solid wall of vegetation. Also, with the anticipated diameter, they are planted so close to the vault wall that they will probably push it over eventually. Elizabeth Higgins, AICP, Senior Planner Strategic Planning Division - Economic Development Department Renton City Hall, Sixth Floor 1055 South Grady Way Renton Washington 98055 (t) 425-430-6576 (f)425-430-7300 CC: Olson-Davis, Carrie ; Watts, Neil CITY (IF RENTON ..U. Planning/Building/PublicWorks Department Jesse Tanner,Mayor Gregg Zimmerman P.E.,Administrator October 8, 2002 Gerald L. Rieker 11017 101st PI NE Kirkland, WA 98033 • SUBJECT: CITY VIEW SHORT PLAT LUA 98-173 C990277 Dear Mr. Rieker: The purpose of this letter is to inform you to reinstall the rockery on the west side of Lind Ave NW that was removed in the course of widening Lind Ave NW. Although this work had been repaired a field visit by City staff revealed that the rockery has failed and there is now an erosion control problem. Therefore the rockery needs to be repaired to meet City of Renton standards. This is a requirement that needs to be completed prior to recording the City View short plat. If you have any questions, please contact me at 425-430-7298. Thank you for your cooperation. Sincerely, Arneta Henninger Engineering Specialist Development Services Division pc: Neil Watts Kayren Kittrick Tom Main 1055 South Grady Way-Renton,Washington 98055 RENTON AHEAD OF THE CURVE LJ This pacer contains 50%recycled material.30%Dost consumer CITY OF RENTON PLANNINGBUILDING/PUBLIC WORKS MEMORANDUM DATE: August 6,2002 TO: Arneta Henninger,Plan Review ROUTE TO: Kayren Kittrick,Plan Review FROM: Carrie Olson,Plan Review SUBJECT: CITY VIEW SHORT PLAT LUA-98-173-SHPL Attached is the most recent version of the above-referenced short plat. The following attachments are enclosed for your review: Note: This project is on its third year extension and expires on August 3,2002. • Utility Easement(A copy has been sent to Sonya Fesser for review). • Your last comments If all review concerns have been addressed,please sign below or return comments as needed. NOTE: [' ' SDC Fees have been paid. ✓ Mitigation Fees will-be paid prior✓i ecording.✓ I have net received As-built mylars,Maintenance bond, Bill of Sald,/or Final Cost Data Inventory. Permit C990277 has not been finaled. ..I1--7 -11(-1117neW r-U A/0 Approval: , Date: Kayren Kittrick Arneta Henninger Cc: Yellow File I:\PlanReview\COLSON\Shortplats 2002\CityViewSHPL 10m Plan ReviewStart.doc TOUMA ENGINEERS & LAND SURVEYORS 6632 S 191 ST PLACE,SUITE E-102,KENT,WA 98032 TEL 425-251-0665 FAX 425-251-0625 E-mail Address:mhtouma(a)aol.com Transmittal Carrie K. Olsen October 10, 2002 TO. City of Renton Date:' 1055 South Grady Way Renton,WA 98043 SUBJECT: City View Short Plat—LUA-98-173,SHPL FROM: Tom Touma Attached is the revised 10-foot public access and utilities easement abutting the right of way as requested. Thank you for your assistance regarding this matter. If you have any question with respect to this submittal, please call me. /c5b11 41 ii CITY OF RENTON Planning/Building/PublicWorks Department J e Tanner,Mayor Gregg Zimmerman P.E.,Administrator October 8, 2002 Mr. Gerald Rieker 11017 101 st Place NE Kirkland WA 98033. SUBJECT: CITY VIEW SHORT PLAT LUA-98-173-SHPL Dear Rieker: 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. SHORT PLAT REVIEW COMMENTS: • The Utilities Easement document legal description, noted on Page 1, needs to include the surveyor's stamp, signature and date. Either make the legal description text smaller to accommodate said stamp, or repeat the legal description on Page 3,the"Exhibit A"page of the Utilities Easement document,to allow for the stamp. • However, we suggest that the following legal description be used for this Utilities Easement document because it is more concise and unambiguous: The 10 feet of Lots 1 and 2 and Lots 4 through 8, inclusive, of City View Short Plat, as recorded under King County Recording No. , records of King County, abutting the Lind Ave NW right-of-way. All situate in the Northwest quarter of Section 18, Township 23 North, Range 5 East, W.M, in the City of Renton, King County, Washington. • if the existing legal description is used, note the corrections circled on the attachment. The legal description as written, does not agree with the map exhibit. The first distance noted should be 80.03 feet,plus or minus, instead of 50.03 feet, and it would be better to reference Lot 1 of the subject short plat than the underlying plat. • Please indicate"Map Exhibit"on page 3 of 3. • The map exhibit should show all the lots of the subject short plat. Should you need to discuss any portion of this letter please contact me at(425)430-7235. Sincerely, 0--(2-4-enr\ Carrie K. Olson Development Services,Plan Review FAXED TO: TOUMA ENGINEERS: (425)251-0625 r, A.00...4) Yellow File I:\PlanReview\COLSON\Shortplats 2002\CityViewSHPL 20L ChangeRequestStop.doc 1055 South Grady Way-Renton,Washington 98055 RENTON ®This paper contains 50%recycled material,30%post consumer AHEAD OF 7 H E CURVE Return Address: City Clerk's Office City of Renton 1055 South Grady Way Renton WA 98055 Title: UTILITIES EASEMENT Property Tax Parcel Number: 420440-0310 Project File II: LUA 98-173-SHPL Street Intersection or Project Name:LIND AVE NW&NW 2ND PL Reference Number(s)of Documents assigned or released: Additional reference numbers are on page . Grantor(s): Grantee(s): 1. Gerald L. Rieker 1. City of Renton, a Municipal Corporation 2. Soung Hee 'erk ' 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 4 of document. (Abbreviated legal description MUST go here). LEGAL DESCRIPTION: A STRIP OF LAND 10 FEET IN WIDTH LYING PARALLEL AND RIGHT OF THE FOLLOWING DESCRIBED LINE: aF clT'op-t -=L-i f J sHoi-•T "p1A? 14c, L DA—c}8- BEGINNING AT NORTHEASTCORNS , CIOF CD e KIN ___OUNTY WASHINGTON;,.,. y 8°'' �t) THENCE SOUTH 01°46'34"WEST A DISTANCE OF 0.30 EET TO POINT ON A CURVE TO THE RIGHT;THENCE SOUTHWESTERLY ALONG A CURVE TO THE RIGHT WITH A RADIUS OF 25.00 FEET, AN ARC LENGTH OF 40.37 FEET AND A CENTRAL ANGLE 92°31'11"TO A POINT ON A REVERSE CURVE TO THE LEFT;THENCE ON A REVERSE CURVE TO THE LEFT WITH A RADIUS OF 50.00 FEET,AN ARC LENGTH OF 160.05 FEET AND A CENTRAL ANGLE OF 183°24'01"TO A POINT OF TANGENCY;THENCE SOUTH 89°06'17"EAST A DISTANCE OF 20.30 FEET TO A POINT ON CURVE TO THE LEFT; THENCE NORTHEASTERLY ALONG A CURVE TO THE LEFT WITH RADIUS OF 50.00 FEET,AN ARC LENGTH OF 77.77 FEET AND A CENTRAL ANGLE OF 89°07'09"TO A POINT OF TANGENCY; THENCE NORTH 01°46'34"EAST A DISTANCE OF 30.45 FEET AND TERMINUS OF SAID DESCRIBED LINE. SITUATED WITHIN THE NE '/+ OF THE NW ''A OF SECTION 18,TOWNSHIP 23 NORTH, RANGE 5 EAST,W.M. -S TUA IN THE CITY OF RENTON, COUNTY OF KING, STATE OF WASHINGTON. IP c 3 z_ ti I f o H r. N 88 57`36" WI 230.02' NW 2nd PLACE s R-30,00- - S 88'57'36'E 260.02' o n = 1 21.000 45,68 - — —T — Ipn L=40.37 le; Tan=26.12 I`^ 21' Deltn=92'31'11' 1 k ekJ R=25.D0 I Z et ISCALE /"-60' 1 i3 W nNj LOT 1111le bI h , p•w N.H.LATIWErT'S LAKE WA. �i 1 w a 0 7 ^ L=160.05 i. a 1 I, I o tO Ton=1664.52 i Z CI Dettn=163'24'D1' / J N88 57'36"W I-- - — DN N R=50.D0 / I 7800 / h W 1 S8B7J'26"E 1 a 1 (�� 49.30' a 21' , 8 N a Il t`/ /J co �V�- f O t %, / ,� Z N. 20.30' 90.00 ZS N8917677 " — — w (n f0-FOOT PUBLIC ACCESS N89 06 17 W * UTILITIES EASEMENT FOR THE OTY OF REN TON REC NO, L=77.77 Lu Tnn=49.24 E Del ta=89'07'09' a n R=5D.00 0 O Z F P- 1.4 S 89 06'17" E 260.03' t CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS MEMORANDUM DATE: October 4,2002 TO: Carrie Olson FROM: Sonja J.Fesser�JjU SUBJECT: City View Short Plat,LUA-98-173-SHPL and Utilities Easement Document Format and Legal Description Review Bob Mac Onie and I have reviewed the above referenced short plat and utilities easement document submittal and have the following comments: Comments for the Applicant: The Utilities Easement document legal description,noted on Page 1,needs to include the surveyor's stamp, signature and date. Either make the legal description text smaller to accommodate said stamp, or repeat the legal description on Page 3,the"Exhibit A"page of the Utilities Easement document,to allow for the stamp. However,we suggest that the following legal description be used for this Utilities Easement document because it is more concise and unambiguous: The 10 feet of Lots 1 and 2 and Lots 4 through 8, inclusive,of City View Short Plat, as recorded under King County Recording No. ,records of King County,abutting the Lind Ave NW right-of-way. All situate in the Northwest quarter of Section 18,Township 23 North,Range 5 East, 1/1 W.M., in the City of Renton,King County, Washington. If the existing legal description is used,note the corrections circled on the second attachment. The legal description as written,does not agree with the map exhibit. The first distance noted should be 80.03 feet,plus or minus, instead of 50.03 feet, and it would be better to reference Lot 1 of the subject short plat than the underlying plat. The map exhibit should show all the lots of the subject short plat. \H:\File Sys\LND-Land Subdivision&Surveying Records\LND-20-Short Plats\0244\RV021001.doe RECe ED SEp27 CITY OF RENTON CITY OF R PLANNING/BUILDING/PUBLIC WORKS E NSYsr Ms MEMORANDUM DATE: September 27,2002 TO: Bob Mac Onie,Technical Services Sonja Fesser,Technical Services FROM: Carrie Olson,Plan Review x7235 SUBJECT: CITY VIEW SHORT PLAT LUA-98-173-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: Note: This project is on its third year extension and expires on August 3,2002. • 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\COLSON\Shortplats 2002\CityViewSHPL 19m TS ReviewStart.doc RECORDING NO. [VOL./PACE 20____ 40 0 20 40 80 160 SCALE: 1 inch = 40 ft. PORTION OF NE 1 /4 OF NW 1/4 OF SEC 18 TWN. 23 N., R. 5 E., W.M. LUA-98- 173-SHPL LND-20-0244 f-A1OLG �TUAL CITY OF RENTON MON#1896 D ANGLES FND 1" REBAR W/CAP kS DOWN 1.7' IN A 10" MON WEEN TA YL OR Z 41 CASE (11/98) E AVE NW ___.N.1/ 4771....S 3 �8 ,.'37' ASP' „- 588 57'36'E 1896.37' M� 3 Q v _! � `P 30' 1 8 soil35 1 7 La CITY OF RENTON MON#1333 ,r o I `° (0 J NW COR 18 T23N R5E 3 BRASS DISC W/PUNCH �; i ON CONC MON IN CASE �o rn r� raj DOWN 0.8' (11/98) ,,- S 8857'36" E 260.02' -.,�I k 0 r '- S 8857'36" E 260.02' •so so .r NW 2nd PLACE ^r it Q L FOUND BRASS PIN IN n in ~ 45.68 — — --T CONCRETE IN CASE (j I (11/98) FOUND 3/8' BRASS 21 ' PIN W/PUNCH IN 44-1 I CONCRETE IN CASE kS (11/98) Z (O LOT 9 LINE TABLE N 0 • ' N.H.LA77ME/'S LAKE WA. LINE LENGTH BEARING QIN p L i 66.68 N88 57'36"W Z ` L2 30.00 S01'46J4"W 0 L3 20.30 N89 06'17"W z N88 57'36°W 1--- — — L4 30.45 S0146'34"W i 78.00 L5 12.91 S35 22'59"E J L6 25.86 N81'04'04"E tkJ 3 L7 72.01 S29'14'17"W 2 8 NI- L8 35.65 S1030'31"W Y R, .� L9 82.45 S17'33'10"E 6,663 sq.ft. cS • 7 L10 36.87 S83 25'44"E G0 v.... h W L 11 8.20 NO146'34"E �v o ► 10' iIVATE I J SO L l _ lie � FOUND BRASS • STORM ESM'T 21.00 45.68 — — -1 CONCRETE IN 1 V I (11/98) 2 �o 6,272 sq.ft. 2 cc ci o 6,170 sq.ft. o h Z '-' M t0 LOT 9 G� W N.H.LATIME1�'S LAKE WA. LIN C3 o N Q O II I co °j6 c°` Z N88'57'36"W h-- — — & • j � 78.00 -r J v i S::73'26"E 21 �, 3 G., - •9.30' 8 0 .fr) r N cV .ccIr 6 6,663 sq.ft. cS 41.75' Mop " Goo O ,� W 381'04 04"W Z o e CURVE 1 0, s 90.00 ...1 PRIVATE —,/ IF 3 C9 N89'06'17"W • z CURVE LENGTH FORM ESM'T ��/ Cl 38.95 PRIVATE / PUBLIC INCRESS/EGRESS & C2 40.37 ORM ESM'T / UTILITIES EASEMENT FOR THE 4�1 CITY OF RENTON RECORDED C3 36.54 4� / / v' UNDER RECORDING NO. C 4 21.11 o / h� / 7 0 .pi CS 35.00 q.ft. �cb I 0• / 7,818 sq.ft. rn CO C6 20.85 o / C7 35.00 co / / 10' PRIVATE O C8 11.55 / / fST0RM ES L _ ESM'T_ C9 31.66 /l /00.0/ ,,.- 35' — 30' C10 46.11 ii_260.03' W 2n d STREET N 89 08'19 W 260.16' 1PLATJ MEA F 17" W 260.03' _ —. .— S 89 06'17" E 260.00' P NOTE FOUND REBAR W/ f ALL DISTANCES ARE CALCULATED EXCEPT ALUMINUM CAP AS NOTED (11/98) gZ H. Tod of wAs TOUMA ENGINEERS CI T Y VIE W�� 5E : s & LAND SURVEYORS h c� % WEST VALLEY EXECUTIVE PARK DWN. BY DATE 9470 i 6632 SOUTH 191ST PLACE, SUITE E-102 • KENT, WA 98032 DAN T. JULY 2, 10 PHONE (425) 251-0665 FAX (425) 251-0625 NAL LAB CHKD. BY 1 SCALE 6/22/03 s A A u T 1" Sep 05 02 04: 40p TOUMH ENGINEERS YC�CblUbC� p• � TOUMA ENGINEERS AND LAND SURVEYORS 6632 South 191'Place,Suite E102 Kent,Washington 98032 Phone 425-251-0665 Fax 425-251-0625 FACSIMILE TO: Carrie K. Olsen Fax 425-430-7300 City of Renton 1055 South Grady Way Renton,WA 98055 FROM: Tom Touma DATE: September 5, 2002 SUBJECT: City View Final Short Plat No. of Pages (including cover sheet) I This is to authorize you to add a note on the face of the subject short plat stating the following: "Deed of Dedication to the City of Renton for Lind Avenue NW recorded under Recording No. Thank you for your help. CITY OF RENTON PLANNINGBUILDING/PUBLIC WORKS MEMORANDUM DATE: September 27, 2002 TO: Bob Mac Onie,Technical Services Sonja Fesser,Technical Services FROM: Carrie Olson,Plan Review x7235 SUBJECT: CITY VIEW SHORT PLAT LUA-98-173-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: Note: This project is on its third year extension and expires on August 3,2002. • Easement • Short Plat drawings If all review concerns have been addressed, please sign below or return your comments as needed. Thanks. Approval: \ , Date: 11 Robert T Mac Onie, Jr. Sonja Fesser Cc:Yellow File I:\PlanReview\COLSON\Shortplats 2002\CityViewSHPL 19m TS ReviewStart.doc TOUMA ENGINEERS & LAND SURVEYORS 6632 S 1915T PLACE,SUITE E-102, KENT,WA 98032 TEL 425-251-0665 FAX 425-251-0625 E-mail Address:mhtouma@aol.com Transmittal Came K. Olsen September 26,2002 TO: City of Renton Date:' 1055 South Grady Way Renton,WA 98043 SUBJECT: City View Short Plat—LUA-98-173,SHPL FROM: Tom Touma I have prepared a 10-foot public access and utilities easement document to be situated 10 feet parallel and outside the proposed cul-de-sac right of way.An executed copy of the easement is enclosed. Also,we have revised the mylars to include the above 10-ft easment. Thank you for your assistance regarding this matter. If you have any question with respect to this submittal, please call me. ,s DO CITYO. RENTON ;AL Planning/Building/PublicWorks Department J e Tanner,Mayor Gregg Zimmerman P.E.,Administrator September 17,2002 Jerry Rieker 11017 101st PI NE Kirkland, WA 98033 SUBJECT: CITY VIEW SHORT PLAT CONSTRUCTION Dear Jerry Rieker: Construction on the above project is complete. It is now time for the project to submit a one year maintenance bond in the amount of 10% of the cost of the final inventory per the data provided by the developer on the project. Upon receipt of this maintenance bond the permit bond will be released. If you have any questions please call me at 425-430-7298. Sincerely, Arneta Henninger Engineering Specialist Development Services Division cc: Kayren Kittrick. 0 e, _ ro--G ,esy 1055 South Grady Way-Renton,Washington 98055 RENTON n AHEAD OF THE CURVE �..., This paper contains 50%recycled material,30%post consumer CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS MEMORANDUM DATE: October 2,2002 TO: Carrie FROM: Arneta H.X7298 SUBJECT: CITY VIEW LUA 98-173 Attached please find the AsBuilt mylars for the above project. Please update our records. Thank you! cc: [Click here and type name] Document2\ajh • •• r CITY ( F RENTON Planning/Building/PublicWorks Dept linent Gregg Zimmerman P.E.,Administrator Jesse Tanner,Mayor August 29, 2002 Mr. Gerald Rieker 11017 1015t Place NE Kirkland WA 98033. SUBJECT: CITY VIEW SHORT PLAT LUA-98-173-SHPL Dear Tom: 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. SHORT PLAT REVIEW COMMENTS: • Correct bearing between survey control network monuments. • Remove overlapping te$-in cul-de-sac (See attachment). • Please discuss the requirement to provide a hedge screen to the vault with Arneta Henninger at 425- 430-7298. • Pay Mitigation Fees for Transportation,Fire, and Park Depts. for eight lots is $13,880.08. 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 and one mylar copy of each sheet) along with a check in the amount of$15.29 (current courier fee)made out to CD&L. Should you need to discuss any portion of this letter please contact me at(425)430-7235. Sincerely, CheM:e-e..— t af-4-15-771 Carrie K. Olson Development Services,Plan Review FAXED TO: TOUMA ENGINEERS: (425)251-0625 Yellow File I:\PlanReview\COLSON\Shortplats 2002\CityViewSHPL 17L ChangeRequestStop.doc 1055 South Grady Way-Renton,Washington 98055 R E N T O N AHEAD OF THE CURVE This paper contains 50%recycled material,30%post consumer • • RECORDING NO. VOL./PAGE 20____ 40 0 20 40 80 160 SCALE: 1 inch = 40 ft. PORTION OF NE 1 /4 OF NW 1 /4 OF SEC 18 TWN. 23 N., R. 5 E., W.M. LUA-98- 173-SHPL LND-20-0244 —A1OLG .TUAL ' CITY OF RENTON MON#1896 ANGLES . FND 1" REBAR W/CAP DOWN 1.7' IN A 10" MON CASE (11/98) VEEN TA YL OR Z sl E AVE NW ` ` __ 4 TH--S , 7' Op. S88 57'36'E 7, 30 8 soon-3$ P 1 7 W \ CITY OF RENTON MON#1333 ^ CSL_ (0 J NW COR 18 T23N R5E o 3" BRASS S .d(O ON CONC MONDI IN CASE o �' DOWN o.8' (11/98)CW/PUNCH Q „'�- S 88 57'36" E 260.02' �0 I 0 S 88 57'36" E 260.02' NW 2nd PLACE L1 tn rn Q FOUND BRASS PIN IN 45.68 — — CONCRETE IN CASE Vi I (11/98) FOUND 3/8' BRASS 21 ' PIN W/PUNCH IN lV I CONCRETE IN CASE k Ni, (11/98) Z .) IYj (O LOT 59 LINE TABLE W p N. N.H.LA77MEfI'S LAKE WA. LINE LENGTH BEARING v Q N p I L 1 66.68 N88 57'36"W Z I L2 30.00 SO146 34"W N88�57'36"W if — L3 20.30 N89 06'17"W Z L4 30.45 SO146'34"W j 78.00 L5 12.91 S35 22'59"E L6 25.86 N8104'04"E kW L7 72.01 S29'14'17"W 2 8 <t- L8 35.65 S1030'31"W ti N -� L9 82.45 S1733'10"E 6,663 sq.ft. co L 10 36.87 S83 25'44"E °j L 11 8.20 NO146'34"E T N � 1 iv w Zn d 1 -•-10' PRIVATE L i 1 FOUND BRASS STORM ESM'T 21.00* 45.68 . ____ — CONCRETE IN i �'\ (11/98) o� o I i 2tzi c 6,272 sq.ft. 0 21 ' sq.ft. o ") t�k Ni. I w •,. , '.' -, t0 LOT 9 ' -... / G I , 0' N.H.LAT1MEl�'S LAKE WA. LIN I I N 0 ¢°36 c) Z N88 57'36"W L— — — & ....I78.00 • vIt e 21 �bt P;7326"E '9.30' N N� r �� 6,663 sq.ft. o (0 �) - off' O °O ;t. 0, y 41.75 C,' p h W S81'p4'04»We. o ['j �� J CURVE 1 90.00 PRIVATE ��/ IV 3 c9 N89'06'17' W ~ z CURVE LENGTH I FORM ESM'T-�/ Cl 38.95 i' PRIVATE / PUBLIC INCRESS/EGRESS & C2 40.37 FORM ESM'T / UTILITIES EASEMENT FOR THE 4� CITY OF RENTON RECORDED C3 36.54 l / _ Ni- UNDER RECORDING NO. C4 21.11 o / 4) 7 o w� CS 35.00 sq.ft. ,0 / 0 // 7,818 sq.ft. rn (0 C6 20,85 o tt- (`) // // 10' PRIVATE `� C7 35.00 C8 11.55 / L STORM ESM'T C9 31.66 Z / --) / , /00.0/ i,.- 35 _, 30' _ — _ C10 46,11 260.03' f i W 2n d STREET N 89 08'19" W 260.16' MEA Pi 17" W 260.03' ___ ,.v.- S 89 06'17" E 260.00' [PLATJ NOTE A FOUND REBAR W/ RI ALL DISTANCES ARE CALCULATED EXCEPT ALUMINUM CAP AS NOTED (11/98) RH• T F �AS�� • TOUMA ENGINEERS cl T Y VI E W c 4, '. & LAND SURVEYORS • r� WEST VALLEY EXECUTIVE PARK DWN. BY DATE 9470 4i t 6632 SOUTH 191ST PLACE, SUITE E-102 • KENT, WA 98032 DAN T. JULY 2i 1 c� PHONE (425) 251-0665 FAX (425) 251-0625 °NAL LAB • CHKD. BY SCALE R/22/03 % - ,n CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS MEMORANDUM DATE: August 26,2002 TO: Carrie FROM: Arneta H. X7298 iq 14) SUBJECT: CITY VIEW Please note that this project has a requirement to provide a hedge of Columnar European Hornbeam bushes to screen the vault. This needs to be done prior to recording. Please see attached letter. cc: Kayren Kittrick Tom Main Document2\ajh CITY OF RENTON mil. % Mayor Jesse Tanner February 4,2000 Mehrdad and Elaine Shirazi 17824 - 118t"Avenue SE Renton, WA 98058 SUBJECT: CITY VIEW SHORT PLAT STORM WATER DETENTION VAULT Dear Mr. and Mrs. Shirazi: Thank you for your letter regarding the installation of the concrete storm water detention vault at the City View Short Plat adjacent to your property on NW 2nd Street and 2nd Place. The letter outlined your concern with the construction of this detention vault above ground. You requested that the developer of the detention vault be required to bury the structure underground, or create a different look and/or plant vegetation that would obscure the structure as currently constructed. The Development Services Division has investigated this complaint, and concluded that the detention vault was built in conformance with City codes and regulations under an approved building permit. The structure is set back an appropriate distance from the property line, and within allowable height requirements. It would be difficult to bury this vault at this location due to the bedrock, which is very close to the surface. Placing the structure underground would require extensive jackhammering or blasting to remove the underlying rock. The developer chose to place the structure above ground because of practical difficulties caused by the bedrock, and were within their legal rights to install the vault in the location and manner which it was constructed. Development Services staff have contacted the developer and requested compliance with your second option of screening the detention vault with a hedge. The developer has agreed to provide the hedge between your property and the detention vault. This hedge will consist of Columnar European Hornbeam bushes planted five feet apart (approximately 18 bushes.) We suggested obtaining these plants from a local nursery that generally carry these bushes. The nursery is currently out of the larger caliber plants that were recommended, and has the plants on order for the developer. The approved construction permit plans for the development of the City View Short Plat include the planting of this requested screening hedge. The hedge is expected to be planted within the next couple of months, and will be required prior to recording of the City View Short Plat. The City will also retain the landscaping deposit for this project site development until the hedge is completely planted. We understand your concern with the placement of this concrete structure adjacent to your property. We hope that obscuring the vault with an appropriate screening hedge, per your request, will suitably address your concerns with the visual impact of this concrete wall. 1055 South Grady Way - Renton, Washington 98055 - (425)430-6500 /FAX(425)430-6523 111111 Mehrdad and Elaine Shirazi February 4,2000 Page 2 If you have further questions regarding this screening hedge, or the short plat development,please contact Arneta Henninger,Project Manager, at 425-430-7298. S cerely, Jesse Tanner Mayor 00-021/NW:mp cc: Jay Covington,Chief Administrative Officer Gregg Zimmerman,PB/PW Administrator Jana Hanson,Development Services Director Neil Watts,Plan Review Supervisor Ameta Henninger,Engineering Specialist CITY OF RENTON PLANNINGBUILDING/PUBLIC WORKS MEMORANDUM DATE: August 27,2002 TO: Bob Mac Onie,Technical Services Sonja Fesser,Technical Services FROM: Carrie Olson,Plan Review x7235 SUBJECT: CITY VIEW SHORT PLAT LUA-98-173-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: Note: This project is on its third year extension and expires on August 3,2002. • Short Plat drawings If all review concerns have been addressed, please sign below or return your comments as needed. Thanks. 4 Approval: \ , Date: Robert T Mac Onie,Jr. Sonja Fesser Cc:Yellow File 1:\PlanReview\COLSON\Shortplats 2002\CityViewSHPL 16m TS ReviewStart.doc TOUMA ENGINEERS & LAND SURVEYORS 6632 S 1915T PLACE,SUITE E-102, KENT,WA 98032 TEL 425-251-0665 FAX 425-251-0625 E-mail Address:mhtouma@aol.com Transmittal Came K.Olsen August 27,2002 TO: City of Renton Date:' 1055 South Grady Way Renton,WA 98043 SUBJECT: City View Short Plat—LUA-98-173,SHPL FROM: Tom Touma In response to our phone conversation today about the lot closures for the entire property I did find the error and it was corrected. I discussed it with Bob and hope this will do it.Thank you both for your assistance regarding this matter. • I am attaching two sets of final plat map for your review and approval. If you have any question with respect to this submittal, please call me. CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS MEMORANDUM DATE: August 26,2002 TO: Carrie Olson FROM: Sonja J. Fesser SUBJECT: City View Short Plat,LUA-98-173-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: The short plat boundary still does not close. Revise as needed. \H:\File Sys\LND-Land Subdivision&Surveying Records\LND-20-Short Plats\0244\RV020826.doc RECEIVED AUG 22 2002 CITY OF RENTON CITY OF RENTON PLANNINGBUILDING/PUBLIC WORKS UTILITY SYSTEMS MEMORANDUM DATE: August 22, 2002 TO: Bob Mac Onie,Technical Services Sonja Fesser, Technical Services FROM: Carrie Olson,Plan Review x7235 (AC) SUBJECT: CITY VIEW SHORT PLAT LUA-98-173-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: Note: This project is on its third year extension and expires on August 3,2002. • Monument Cards • Utilities Easement bt:' • Lot Map Check • Short Plat drawings If all review concerns have been addressed, please sign below or return your comments as needed. Thanks. Approval: \ , Date: 8 Robert T ac Om r. Sonja Fesser Cc:Yellow File I:\PlanReview\COLSON\Shortplats 2002\CityViewSHPL 15m TS ReviewStart.doc CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS MEMORANDUM DATE: August 22,2002 TO: Carrie FROM: Arneta H. X7298 k SUBJECT: CITY VIEW LUA 98-173 C990277 The applicant has submitted the attached Bill of Sale and the attached Final Cost Data Inventory. A purple form is attached. Please update our records. Thank you! cc: File Document3\ajh .�s ,,. CITY kfiF RENTON Planning/Building/PublicWorks Department Jesse Tanner,Mayor Gregg Zimmerman P.E.,Administrator August 16, 2002 Mr. Gerald Rieker 11017 1015t Place NE Kirkland WA 98033. SUBJECT: CITY VIEW SHORT PLAT LUA-98-173-SHPL Dear Mr. Rieker: 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 the short plat drawing and required documents. SHORT PLAT REVIEW COMMENTS: y • The short plat boundary does not close. • Please correct all spelling errors; there are a number of them. r • The legal description (Page 1) for the Utilities Easement document does not close. Note: A curve does not have a "centerline"but does have a "radius point". Also include a reference to "in the City of Renton" and the pertinent section, township and range at the end of said legal. If Page 3 of said easement document is not needed,then remove it and make the Map Exhibit"Page 3". /• One of the monument cards provided shows two (2) monuments. Provide one card for each monument, although each card can show both monuments. r • Per Hearing Examiner's Report condition under Decision#6. Add a note on the face of the short plat drawing that reads: "Home sprinkler systems (fire sprinklers) are required for each new single family structure as determined by the City of Renton Fire Code." Please submit the following documepts to Arneta Henninger, Project Plan Reviewer: As-built Mylars, Bill-� of-Sale,Final Cost Data Inventory,✓and Maintenance Bond. Request inspection of civil portion of the construction project and sign-off of Permit C990277. Should you need to discuss any portion of this letter please contact me at(425)430-7235. Sincerely, Cedlf<,(9.1/464fyt Carrie K. Olson Development Services,Plan Review FAXED TO: TOUMA ENGINEERS: (425)251-0625 Yellow File I:\PlanReview\COLSON\Shortplats 2002\CityViewSHPL 12L ChangeRequestStop.doc RENTON 1055 South Grady Way-Renton,Washington 98055 AHEAD OF THE CURVE ®This paper contains 50%recycled material,30%post consumer CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS MEMORANDUM DATE: August 6,2002 TO: Arneta Henninger,Plan Review ROUTE TO: Kayren Kittrick,Plan Review FROM: Carrie Olson, Plan Review 0_,-0 SUBJECT: CITY VIEW SHORT PLAT LUA-98-173-SHPL Attached is the most recent version of the above-referenced short plat. The following attachments are enclosed for your review: Note: This project is on its third year extension and expires on August 3,2002. • Utility Easement(A copy has been sent to Sonya Fesser for review). • Your last comments If all review concerns have been addressed,please sign below or return comments as needed. NOTE: SDC Fees have been paid. Mitigation Fees will be paid prior to recording. I have not received As-built mylars,Maintenance bond,Bill of Sale or Final Cost Data Inventory. Permit C990277 has not been finaled. 11422- a/te- *le/ 2e/lel--11f/ne,/ 6/V0 Approval: , ,Date: Kayren Kittrick Arneta Henninger Cc: Yellow File 1:\PlanReview\COLSON\Shortplats 2002\CityViewSHPL l Om Plan ReviewStart.doc CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS MEMORANDUM DATE: August 16,2002 TO: Carrie Olson FROM: Sonja J.FessertR SUBJECT: City View Short Plat,LUA-98-173-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: The short plat boundary does not close. Please correct all spelling errors;there are a number of them. The legal description(Page 1)for the Utilities Easement document does not close. Note: A curve does not have a"centerline"but does have a"radius point". Also include a reference to"in the City of Renton"and the pertinent section,township and range at the end of said legal. If Page 3 of said easement document is not needed,then remove it and make the Map Exhibit"Page 3". One of the monument cards provided shows two(2)monuments. Provide one card for each monument,although each card can show both monuments. Comments for the Project Manager: The recording instructions need to include a note that the new Utilities Easement document recording number needs to be shown on the short plat drawing(Sheet 1 of 2)in the space already provided. \H:\File Sys\LND-Land Subdivision&Surveying Records\LND-30-City of Renton I^tJ i" Aajm.tt„,-.,tc\0152\RV0208I4.doc CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS MEMORANDUM DATE: June 27, 2002 TO: Arneta Henninger, Plan Review ROUTE TO: Kayren Kittrick, Plan Review FRO . Carrie Olson,Plan Review CL' SUBJECT: CITY VIEW SHORT PLAT LUA-98-173-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: Note: This project is on its third year extension and expires on August 3,2002. • Short Plat drawings e7,11?-cji-,4j A „BAAAI}p-a;d-lel cif D se. ,t-t, 6, _ • of 61 Y1)911'675:14' l eaA} -6 __ _ ftiv4-a4I ® n Io ,/ Y ja 41€146,1 4,„,„,1,0., D 2_ ,p_cd 4t_ Approval: , ,Date: Kayren Kittrick Arneta Henninger Cc: Yellow File CITY OF RENTON CITY OF RENTON AUG(f0 0 7 2002 PLANNINGBUILDING/PUBLIC WORKS / RECEIVED MEMORANDUM CITY CLERK'S OFFICE DATE: August 6, 2002 TO: City Clerk's Office 0,p FROM: Carrie K. Olson, x7235 Development Services,Plan Review SUBJECT: City View Short Plat Deed of Dedication Attached is the original City View Short Plat Deed of Dedication document that was accepted at the Monday, August 5, 2002, council meeting. Please route for signature by the Mayor and City Clerk and return to me for further processing. Thanks. Also,have Mayor sign three(1-original, 2-copies)Real Estate Excise Tax Affidavit form and return. 6LY1-12-' rfr/ cc: Yellow File \\TS_SERVER\SYS2\COMMON\l:\PlanReview\COLSON\Shortplats 2002\CityViewSHPL 11m RequestMayor-ClerkSignDeed.doc ,It ® CITY 0„F RENTON sa. Office of the City Attorney Jesse Tanner,Mayor Lawrence J.Warren MEMORANDUM Ainfotft, F DATE: August 5, 2002 Ail 4.1140 Gp?� TO: Carrie Olson, Plan Review, PBPW Dept. alko�NG o/L/ FROM: Zanetta L. Fontes, Assistant City Attorney S/pN RE: City View Short Plat LUA-98-173-SHPL The City View Short Plat Deed of Dedication is approved as to legal form. Zane a L. Fontes ZLF:ma enc. cc: Jay Covington 4' Post Office Box 626-Renton,Washington 98057-(425)2550 /FAX(425)255-5474 R E N T O N �� AHEAD OF THE CURVE `* This paper contains 50%recycled material,30%post consumer ,e CITY OF RENTON PLANNINGBUILDING/PUBLIC WORKS MEMORANDUM DATE: August 6, 2002 TO: City Clerk's Office FROM: Carrie K. Olson,x7235 `J" Development Services,Plan Review SUBJECT: City View Short Plat Deed of Dedication Attached is the original City View Short Plat Deed of Dedication document that was accepted at the Monday, August 5, 2002, council meeting. Please route for signature by the Mayor and City Clerk and return to me for further processing. Thanks. Also,have Mayor sign three(1-original, 2-copies)Real Estate Excise Tax Affidavit form and return. cc: Yellow File \\TS_SERVER\SYS2\COMMON\:\PlanReview\COLSOMShortplats 2002\CityViewSHPL I I RequestMayor-ClerkSignDeed.doc CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS MEMORANDUM DATE: August 6,2002 TO: Bob Mac Onie,Technical Services Sonja Fesser,Technical Services FROM: Carrie Olson,Plan Review x7235 SUBJECT: CITY VIEW SHORT PLAT LUA-98-173-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: Note: This project is on its third year extension and expires on August 3,2002. • Monument Cards • Utilities Easement(requested by project manager) • 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 I:\PlanReview\COLSON\Shortplats 2002\CityViewSHPL 08m TS ReviewStart.doc • Return Address: City Clerk's Office City of Renton 1055 South Grady Way Renton WA 98055 Title: UTILITIES EASEMENT Property Tax Parcel Number: 420440-0310 Project File#:LUA-98-173-SHPL Street Intersection or Project Name:NW 2ND ST 7 LIND AVE NW Reference Numbers)of Documents assigned or released: Additional reference numbers are on page Grantor(s): Grantee(s): 1.Gerald L. Rieker 1. City of Renton, a Municipal Corporation 2.Soung Hee Rieker 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: (Abbreviated legal description MUST go here). THAT PORTION OF PARCEL A OF THE CITY OF RENTON LOT LINE ADJUSTMENT NO.LUA 99-020 LLA RECORDED UNDER RECORDING NO. 19990826900005,IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: COMMENCING AT THE MOST SOUTHEASTERLY CORNER OF ABOVE DESCRIBED PROPERTY; THENCE NORTH 89°06'17" WEST A DISTANCE OF 35.00 FEET TO THE TRUE POINT OF BEGINNING;THENCE CONTINUING NORTH 89°06'17"WEST A DISTANCE OF 70.32 FEET; THENCE NORTH 20°18'00"EAST A DISTANCE OF 99.06 FEET TO A POINT ON CURVE WHICH BEARS SOUTH 19°52'25"WEST FROM ITS CENTERLINE; THENCE SOUTHEASTERLY ALONG A CURVE TO THE LEFT WITH A RADIUS OF 50.00 FEET,AN ARC LENGTH OF 16.56 FEET AND CENTRAL ANGLE 18°58'41"TO A POINT OF TANGENCY; THENCE SOUTH 89°06'17"EAST A DISTANCE OF 3.99 FEET; THENCE SOUTH 20°18'00" WEST A DISTANCE OF 85.58 FEET; THENCE SOUTH 89°06'17"EAST A DISTANCE OF 45.74 FEET; THENCE SOUTH 00°53'43"WEST A DISTANCE OF 10.00 FEET TO THE TR „g;1'►" �F BEGINNING. J1 1-l. T06 O of wAsy irr I y i ` 940 $o►nmR 0. JONA1- \ EXPil1ES 6/221 D 3 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,in King County,Washington,more particularly described on page 1.(or if full legal is not on page—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. 3. 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 h' 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. IN WITNESS WHEREOF,said Grantor has caused this instrument to be executed this day of 20 INDIVIDUAL FORM OF ACKNOWLEDGEMENT 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: Date: - C:\WINDOWS\Desktop\Special Documents\Renton Forms\Renton-Utl Esmt-RIERKER.doc\ Page 2 FORM 03 0000/bh/CA2-21-97 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 day of ,20 ,before me personally appeared to me known to be of the corporation that executed the within instrument,and acknowledge the said instrument to be the free and voluntary act and deed of said corporation,for the uses and purposes therein 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. Notary Public in and for the State of Washington Notary(Print) My appointment expires: Dated: C:\WINDOWS\Desktop\Special Documents\Renton Forms\Renton-Utl Esmt-RIERKER.doc\ Page 3 FORM 03 0000/bh/CA2-21-97 n z I _ I N 8857'20" WI 229.02' I NW 2nd PLACE 5 R 30.00- - S 8857 36'E 26a o2' " o N C3J,- L1 �' '1 o, 2/.00� 45.68 _T — �0 •o CURVE TABLE 0 o CURVE LENGTH RADIUS DELTA 2I' I \ 1 Cl 35.0D 50.00 4016625' k =liI I I)k C2 16.56 50.00 185841' Z et C3 31.66 50.00 3676'42" 3 W N LOT 19 O ,.n O UNE TABLE / MI h Q ^O N.H.unME1 5 LAKE WA. / `r O O w UNE LENCIN BEARING " Q I �o LI J99 N89176'I7'W Z WN L2 12.91 S3522'59 E N88 57'36"W L— — — oy 7800 4 oC ,0 ny g S887326''E W Cn F i 3 /�� • 49 30' 21' 8 c. N •t pc4f.75' y` C2 O CO S o ;n S8C0'E C! y . L2 Z O 20�� . L I I C3 90.00 — — / 1 N89 06"17"W 31 1 h / PUBLIC INO?ESS/ECRESS & / V77UTIES EASEMEN r FOR THE O\ 0 I CITY OF REN roN RECORDED �R ,h 6 0 1 / Li UNDER RECORDING NO, / N. a ; c1 / 1o' c0 off / 45.74' C31 L - - - - - 81201 r 70.32' `,i,- 35' - it Pe S 89 06'17" E 260.03' ro w Cal a A TOUMA ENGINEERS & LAND SURVEYORS 6632 S 191 ST PLACE,SUITE E-102, KENT,WA 98032 TEL 425-251-0665 FAX 425-251-0625 E-mail Address:mhtouma@aol.com Transmittal Carrie K. Olsen August 20, 2002 TO: City of Renton Dater 1055 South Grady Way Renton,WA 98043 SUBJECT: City View Short Plat—LUA-98-173,SHPL FROM: Tom Touma This in response to your comment letter to Gerald Rieker,dated August 16, 2002 with respect the above subject project. • I am attaching a Lot Map Check for the total boundary for the subject property. The plat boundary closes. Unless I am missing something, please review the attached closure with the final plat map. • Spelling errors were corrected. • The Utility Easement document was revised to correct the legal description and adding S-T-R information as requested. The Map Exhibit map page was changed. • Attached two new monument cards to replace the card with two monuments. • The Examiner decision NO. 6 was added to the plat map. • We are submitting two sets of revised plat map. /o44 page 1 Project : 71905 Mon Aug 19 09 : 08 : 13 2002 1 Lot Map Check - -- it Lot name : total North: 80237 . 9903 East : 56909 .4729 Line Course : N 88-57-36 W Length: 230 . 02 North: 80242 . 1652 East : 56679 .4908 Line Course: S 01-46-34 W Length: 296 . 10 North: 79946 . 2075 East : 56670 . 3135 Line Course : S 89-06-17 E Length: 260 . 03 North: 79942 . 1445 East : 56930 . 3117 Line Course : N 01-46-34 E Length: 90 . 01 North: 80032 . 1113 East : 56933 . 1015 Line Course: S 89-06-17 E Length: 90 . 00 North: 80030 . 7051 East : 57023 . 0905 Line Course: N 01-46-34 E Length: 80 . 20 North: 80110 . 8665 East: 57025 . 5762 Line Course : N 88-57-36 W Length: 78 . 00 North: 80112 . 2823 East : 56947 . 5891 Line Course : N 01-46-34 E Length: 70 . 32 North: 80182 . 5685 East : 56949 . 7686 Curve Length: 38 . 95 Radius : 25 . 00 Delta: 89-15-50 Tangent : 24 . 68 Chord: 35 . 13 Course: N 46-24-29 E Course In: S 88-13-26 E Course Out : N 01-02-24 E RP North: 80181 . 7936 East : 56974 . 7566 End North: 80206 . 7895 East : 56975 . 2103 Line Course : N 88-57-36 W Length: 66 . 68 North: 80207 . 9998 East : 56908 . 5413 Line Course : N 01-46-34 E Length: 30 . 00 North: 80237 . 9854 East : 56909 .4711 Perimeter: 1330 . 32 Area: 84, 499 . sq. ft . 1 . 93 acres Mapcheck Closure - (Uses listed courses, radii, and deltas) Error Closure: 0 . 0052 Course: S 19-51-44 W Error North: -0 . 00491 East : -0 . 00177 Precision 1 : 255, 027 . 88 • page 1 Project : 71905 Mon Aug 19 09 : 56 : 51 2002 Lot Map Check Lot name: ESMT North: 79942 . 6872 East: 56895 . 3139 Line Course: N 01-46-34 E Length: 10 .00 ✓ North: 79952 . 6824 East : 56895 . 6238 Line Course : N 89-06-17 W Length: 45 . 74 y North: 79953 . 3971 East : 56849 . 8894 Line Course: N 20-18-00 E Length: 85 . 58 / North: 80033 . 6616 East : 56879 . 5802 II Line Course: N 89-06-17 W Length: 3 . 99V North: 80033 . 7239 East : 56875 . 5906 Curve Length: 16 . 56 Radius : 50 . 00 Delta: 18-58-42 Tangent : 8 . 36 Chord: 16 .49 Course: N 79-36-56 W Course In: N 00-53-43 E Course Out : S 19-52-25 W RP North: 80083 . 7178 East : 56876 .3719 End North: 80036 . 6956 East : 56859 .3746 Line Course : S 20218-00 W Length: 99 . 06 North: 79943 . 7883 East : 56825 , 0071 Line Course : S 89-06-17 E Length: 70 . 31 North: 79942 . 6897 East : 56895 , 3085 Perimeter: 331 . 23 Area: 2 , 413 . sq. ft . 0 . 05 acres Mapcheck Closure - (Uses listed courses, radii, aid deltas) Error Closure: 0 . 0059 Course : N 64- 9-33 W Error North: 0 . 00255 East : -0 . 00534 Precision 1 : 55, 969 . 39 TOUMA ENGINEERS & LAND SURVEYORS 6632 S 191ST PLACE,SUITE E-102, KENT,WA 98032 TEL 425-251-0665 FAX 425-251-0625 E-mail Address:mhtouma@aol.com Transmittal Came K. Olsen August 5, 2002 TO: City of Renton Date: 1055 South Grady Way Renton,WA 98043 SUBJECT: City View Short Plat—LUA-98-173,SHPL FROM: Tom Touma This is in response to our recent phone conversation with respect to the inclusion of utility easement for the City of Renton across the detention facilities and associated conveyance pipes. • Sheet 1 of 2 of the short plat map revised to include the statement about the utility easement for the City of renton. • Utilities Easement form and sketches enclosed for your review and comments. • Monument cards for monuments set by us. We are submitting two sets of revised plat map. TOUMA ENGINEERS & LAND SURVEYORS 6632 S 191ST PLACE,SUITE E-102,KENT,WA 98032 T E L 425-251-0665 FAX 425-251-0625 E-mail Address:mhtoumaci aol.com Transmittal Came K.Olsen August 1, 2002 TO: City of Renton Date:' 1055 South Grady Way Renton,WA 98043 SUBJECT: City View Short Plat—LUA-98-173,SHPL FROM: Tom Touma This is in response to your letter dated July 26, 2002 to Mr. Gerald Rieker.We submit the following comments: • The"PRIVATE EASEMENT AGREEMENT" block was revised • The"RESTRICTION"block was taken out to eliminate redundancy. • The PRIVATE EASEMENT AGREEMENT' was revised to a note that the City to have right to enter the private easement. • The NATIVE GROWTH PROTECTION EASEMENTS"block was revised to delete Clover Creek. • The monuments are being installed.We will provide the cards upon completing installation of the monuments. We are submitting two sets of revised plat map. 41, CITY l..-�' RENTON :se `: Planning/Building/PublicWorks Department Tanner,Mayor Gregg Zimmerman P.E.,Administrator July 26, 2002 Mr.Gerald Rieker 11017 101st Place NE Kirkland WA 98033. SUBJECT: CITY VIEW SHORT PLAT LUA-98-173-SHPL Dear Mr.Rieker: 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 the short plat drawing. SHORT PLAT REVIEW COMMENTS: • The "PRIVATE EASEMENT AGREEMENT" block, on Sheet 1 of 2, consists of two paragraphs that discuss maintenance costs. The first paragraph refers to ingress, egress and utilities easements, with costs to be shared by Lots 1 through 8. The second paragraph refers only to the ingress and egress (access) easement as it affects Lots 2 and 3, with Lots 2 and 3 sharing the costs. Remove the reference to the ingress, egress easement from the first paragraph, if said paragraph is intended only for the utilities easements. • The "RESTRICTIONS" block again references the same maintenance costs noted in the previous paragraph. Eliminate redundancy if possible. • The previous submittal (received by the city on June 27, 2002) noted that the city was to have the E' right to enter the private easements to repair deficiencies of the drainage facility. That statement is not noted on the current submittal. • The "NATIVE GROWTH PROTECTION EASEMENTS" block references the plat of "CLOVER CREEK". Said reference is incorrect. • Complete City of Renton Monument Cards,with reference points of all new right-of-way monuments set as part of the short plat. 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: TOUMA ENGINEERS: (425)251-0625 Yellow File I:\PlanReview\COLSON\Shortplats 2002\CityViewSHPL 07L ChangeRequestStop.doc T 1055 South Grad Way-Renton,Washington 98055 R E N rl O N AHEAD OF THE CURVE This paper contains 50%recycled material,30%post consumer CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS MEMORANDUM DATE: July 26, 2002 TO: Carrie Olson FROM: Sonja J.Fesser`�,'' � SUBJECT: City View Short Plat,LUA-98-173-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: The"PRIVATE EASEMENT AGREEMENT"block,on Sheet 1 of 2,consists of two paragraphs that discuss maintenance costs. The first paragraph refers to ingress,egress and utilities easements,with costs to be shared by Lots 1 through 8. The second paragraph refers only to the ingress and egress(access)easement as it affects Lots 2 and 3,with Lots 2 and 3 sharing the costs. Remove the reference to the ingress, egress easement from the first paragraph, if said paragraph is intended only for the utilities easements. The"RESTRICTIONS"block again references the same maintenance costs noted in the previous paragraph. Eliminate redundancy if possible. The previous submittal(received by the city on June 27,2002)noted that the city was to have the right to enter the private easements to repair deficiencies of the drainage facility. That statement is not noted on the current submittal. The"NATIVE GROWTH PROTECTION EASEMENTS"block references the plat of "CLOVER CREEK". Said reference is incorrect. Complete City of Renton Monument Cards,with reference points of all new right-of-way monuments set as part of the short plat. Comments for the Project Manager: The Deed of Dedication is satisfactory as presented. \HAFILE.SYS\LND-Land Subdivision&Surveying Records\LND-20-Short Plats\0244\RV020725.doc CITY OF RENTON PLANNINGBUILDING/PUBLIC WORKS MEMORANDUM DATE: July 24, 2002 TO: Larry Warren, City Attorney FROM: Carrie Olson,Plan Review,x-7235 SUBJECT: CITY VIEW SHORT PLAT LUA-98-173-SHPL REVIEW AS TO LEGAL FORM Attached for your review is the Deed of Dedication required for the City View Short Plat. Please review as to legal form. Also, attached is the Hearing Examiner's Report for the short plat. Our target date for acceptance by Council is August 05, 2002. Please review and return comments to me as soon as possible. Thanks. Cc: Yellow File I:\PlanReview\COLSON\Shortplats 2002\CityViewSHPL 05m AttorneyDeedReview.doc CITY OF RENTON PLANNINGBUILDING/PUBLIC WORKS MEMORANDUM DATE: July 24,2002 TO: Karen McFarland,Technical Services FROM: Carrie Olson,Plan Review x-7235 /J 0 SUBJECT: EXCISE TAX FORM REQUEST FOR DEED OF DEDICATION CITY VIEW SHORT PLAT LUA-98-173-SHPL I,I Attached is a copy of the Deed of Dedication for the City View Short Plat. Please provide a completed Excise Tax Form for the Mayor's signature and return to me by Wednesday,July 31s`, for further processing. According to King County's requirements, a reduced,half-size 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 2002\CityViewSHPL 06m RegExciseTaxForm.doc CITY OF RENTON COUNCIL AGENDA BILL AI#: Submitting Data: Planning/Building/Public Works For Agenda of: Date: August 05, 2002 Dept/Div/Board Development Services Division Staff Contact Carrie K. Olson x7235 Agenda Status Consent X Public Hearing.. Subject: Acceptance of the dedication of a cul-de-sac, an extension of Lind Correspondence.. Avenue NW at NW 2nd Place, for additional right-of-way to Ordinancesluo CONCUR � g Y Resolution DAlf comply with City of Renton code for new short plats. Old Business NAME INITUWDATE Exhibits: New Business KaxalyR014 Deed of Dedication Study Sessionsjanii,lo kit)7 2h 7-- Exhibit Map Information 1/4e77Z.,, l3, Z 7 Vicinity Map /l Hearing Examiner's Report Recommended Action: Approvals: Council concur Legal Dept 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 purpose of this dedication is to comply with City of Renton Code for new short plats. The area to be dedicated is a cul-de-sac, an extension of Lind Avenue NW at NW 2nd Place, for additional right-of-way. The dedication is a code requirement of the City View Short Plat, LUA-98-173, and Council acceptance 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. CITY OF RENTON PLANNINGBUILDING/PUBLIC WORKS MEMORANDUM DATE: July 24, 2002 TO: Bob Mac Onie, Technical Services Sonja Fesser,Technical Services _fir) FROM: Carrie Olson,Plan Review x7235 1 SUBJECT: CITY VIEW SHORT PLAT LUA-98-173-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: Note: This project is on its third year extension and expires on August 3,2002. • Deed of Dedication • 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 I:\PlanReview\COLSON\Shortplats 2002\CityViewSHPL 03m TS ReviewStart.doc TOUMA ENGINEERS & LAND SURVEYORS 6632 S 191ST PLACE,SUITE E-102,KENT,WA 98032 TEL 425-251-0665 FAX 425-251-0625 E-mail Address:mhtoumai aol.com Transmittal Came K. Olsen July 23,2002 TO: City of Renton Date:' 1055 South Grady Way Renton,WA 98043 SUBJECT: City View Short Plat—LUA-98-173,SHPL FROM: Tom Touma This is in response to your letter dated July 18, 2002 to Mr. Gerald Rieker.We submit the following comments: 1. The LND-20-0244 was added to both sheets. 2. The indexing information on both sheets were corrected. 3. The addresses were added to sheet 2 4. The dimensions for the north and west lines corrected. 5. Monument cards are forthcoming. I understand that the owner is installing the monuments. Once completed,we will provide you with the monument cards. 6. The dedication block changed as requested. 7. All easements noted in the March 28,2001 title report were added. 8. The plat map was changed to define private easements. 9. The Private Easement Agreement statement was revised to add a note referring to Lots 2 and 3 access easement. 10. The deed document was changed and the revised document is enclosed for your review. 11. An updated Plat Certificate is enclosed as requested. We are submitting two sets of revised plat map. /O/y7 U(/ J/ZUUZ 11:JU FAA ""Glib UGt$ JOJ/ ctl1(AbU 111LL L:N11 LU LJUUZ%UUL CHICAGO TITr1�INSURANCE COMPANY 701 FIFTH AVENUE,#1800,SEATTLE,WA 98104 PHONE: (206)628-5623 FAX (206)628-5657 ORDER NO: 00059791.5 YOUR NO: RIEKER SHORT PLAT UNIT NO: 10 LOAN NO: SUPPLEMENTAL COMMITMENT #2 AS ORDER REFERENCE INFORMATION SUPPLEMENTAL NUMBER 2 SELLER: PURCHASER/BORROWER: GERALD L. RIEKER AND SOUNG HEE RIEKER, HUSBAND AND WIFE LOAN NUMBER: PROPERTY ADDRESS! WASHINGTON l Our Title Commitment dated 03/28/01 at 8;00 A.M. is supplemented as follows: AF THERE HAS BEEN NO CHANGE IN THIS COMMITMENT SINCE MARCH 28, 2001, EXCEPT AS SHOWN HEREIN ABOVE AND ON SUPPLEMENTAL(S) 1. AO JULY 17, 2002 AUTHORIZED BY: KEITH EISENBREY \u VPCom2/Roolo p Return Address: City Clerk's Office City of Renton 1055 South Grady Way Renton,WA 98055 DEED OF DEDICATION Property Tax Parcel Number: 420440-0310I Project File#:LUA 98-173 SHPL Street Intersection: NW 2ND PL&LIND AVE NW Reference Number(s)of Documents assigned or released:Additional reference numbers are on page . Grantor(s): Grantee(s): 1. GERALD L.RIEKER 1. City of Renton,a Municipal Corporation 2. SOUNG HEE RIEKR LEGAL DESCRIPTION: (Abbreviated or full legal must go here. Additional legal on page ) THAT PORTION OF PARCEL A OF THE CITY OF RENTON LOT LINE ADJUSTMENT NO.LUA 99- 020 LLA RECORDED UNDER RECORDING NO. 19990826900005,IN KING COUNTY,WASHINGTON. FOR PUBLIC RIGHT OF WAY. REFER TO EXHIBIT"A"FOR FULL LEGAL DESCRIPTION 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(s): 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: DEED-CITY VIEW.doc Page 1 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 day of , 19 ,before me personally appeared to me known to be of the corporation that executed the within instrument,and acknowledge the said instrument to be the free and voluntary act and deed of said corporation,for the uses and purposes therein 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. Notary Public in and for the State of Washington Notary(Print) My appointment expires: Dated: DEED-CITY VIEW.doc Page 2 Project: Ryan Short Plat Exhibit A WO# CITY VIEW SHORT PLAT PID Legal Description GRANTOR:Gerald L.&soung H.Rieker Street: Kirkland,Washington COMMENCING AT THE NORTHEAST CORNER OF LOT 58 OF N.H. LATIMER'S LAKE WASHINGTON PLAT,ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 6 OF PLATS,PAGE 70,IN THE CITY OF RENTON,KING COUNTY,WASHINGTON; THENCE SOUTH 01°46'34"WEST A DISTANCE OF 50.30 FEET TO POINT ON A CURVE TO THE RIGHT;THENCE SOUTHWESTERLY ALONG A CURVE TO THE RIGHT WITH A RADIUS OF 25.00 FEET,AN ARC LENGTH OF 40.37 FEET AND A CENTRAL ANGLE 92°31'11"TO A POINT ON A REVERSE CURVE TO THE LEFT; THENCE ON A REVERSE CURVE TO THE LEFT WITH A RADIUS OF 50.00 FEET,AN ARC LENGTH OF 160.05 FEET AND A CENTRAL ANGLE OF 183°24'00"TO A POINT OF TANGENCY; THENCE SOUTH 89°06'17"EAST A DISTANCE OF 20.30 FEET TO A POINT ON CURVE TO THE LEFT; THENCE NORTHEASTERLY ALONG A CURVE TO THE LEFT WITH RADIUS OF 50.00 FEET,AN ARC LENGTH OF 77.77 FEET AND A CENTRAL ANGLE OF 89°07'09"TO A POINT OF TANGENCY; THENCE NORTH 01°46'34"EAST A DISTANCE OF 100.77 FEET TO POINT ON A CURVE TO THE RIGHT; THENCE NORTHEASTERLY ALONG A CURVE TO THE RIGHT WITH A 1 RADIUS OF 25.00 FEET,AN ARC LENGTH OF 38.95 FEET AND A CENTRAL ANGLE 89°15'50"TO A POINT ON THE SOUTH MARGIN OF NW 21''D PLACE; THENCE NORTH 88°57'36"WEST A DISTANCE OF 66.68 FEET TO THE TRUE POINT OF BEGINNING. SITUATED WITHIN THE NE 'A OF THE NW '/<OF SECTION 18,TOWNSHIP 23 NORTH, RANGE 5 EAST,W.M.. SITUATE IN THE CITY OF RENTON, COUNTY OF KING, STATE OF WASHINGTON. •I .sTE • R- n v' Oi 'L LAO% XP!RES 6122/o 3 DEED-CITY VIEW.doc Page 3 Map Exhibit I I2 I � -k N 885r2fl. WI 229.02' NW 2sd PLACE ,00 s 8857.38-E 26002' J o L1 h _ NE CORNER OF T1'0'� — ci -T LOT 58 PER *R 21' I // y S' PLAT 144 I 19 LAVE TABLE LOT LAC WIG01 HEARING C2 I A NJI.0 n�Y LAKE WA LI 66.68 N4B37'J6"W C a Z 4 L2 MOO sal48,541W 0 2030 N8906171► I— — — 8"3T'.3S"If� L4 Rl4 �I46J41/ C4 NS �� B L5 1291 S382.239"E L8 2186 N8110 04E L7 72 01 52914"17 b CS 58873'26 E• 21' 8 k L8 3565 510-30JI W 43e 49.30' Ai L9 8245 5173r10E i CI LW 36.87 $8j23'44E 6,663 sq.lt. LII 8.20 1401'46 T4Z C6 CIO O CURVE TABLE O CURVE LENGTH RADIUS DELTA Ca u C9 / 9 1T W — — V) Cl 38.95 25.00 es7$;;0" C2 40.37 25.00 9271.11" ADDRESS C3 36.54 30.00 415211. 14 3 ' C4 2111 50.00 247135" i' C5 35.00 50.00 401 '25' s'In C6 20.85 30.00 2J33Y2" , C7 35.00 50.00 4(�7A/5• 2 C8 1L55 50.00 f374I2" . C9 3L66 50.00 3475"42" C10 4611 50.00 52sQ"2d" S 89196,r E 26aa3' I Page 4 Itzt, CITY F RENTON f Planning/Building/PublicWorks Department J e Tanner,Mayor Gregg Zimmerman P.E.,Administrator July 18, 2002 Mr. Gerald Rieker 11017 101 st Place NE Kirkland WA 98033. SUBJECT: CITY VIEW SHORT PLAT LUA-98-173-SHPL Dear Mr. Rieker: 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 drawing and two of the other required documents. SHORT PLAT REVIEW COMMENTS: • Note the City of Renton land record number, LND-20-0244 on both drawing sheets of the subject subdivision. • The indexing information on Sheet 1 of 2 is incorrect. The quarter quarter section noted in the indexing block on Sheet 2 of 2 is also incorrect. } • See the attachment for addressing information. Note said addresses in the spaces provided on Sheet 2 of 2. Also note the street name(Lind Ave NW)in the cul-de-sac area of the drawing. • The sum of the dimensions, for the north line of proposed Lots 1 through 3, is 230.01 feet. The drawing notes a dimension of 229.02 feet for the same length. • The sum of the dimensions, for the west line of proposed Lots 3 through 5, is 296.11 feet. The drawing notes a dimension of 296.14 feet for the same length. • Complete City of Renton Monument Cards, with reference points of all new right-of-way monuments set as part of the short plat. • The "DEDICATION"block noted on Sheet 1 of 2 is better suited to a long plat than a short plat. The conveying of property for street right-of-way (Lind Ave NW) is to be handled through a Deed of Dedication document. Note a shorter and more applicable short plat dedication/certification block on the drawing. • Note all easements, agreements and covenants of record on the drawing. The Chicago Title Short Plat Certificate dated March 28, 2001, notes an easement reserved by Ordinance 1676, dated April 1, 1958. Also noted is an agreement recorded under Rec. No. 20000201000003 for a sanitary sewer extension and support of a LID. • There is no "APPROVALS"block for the City of Renton noted on the drawing. What is noted is for a"PARKS,PLANNING&RESOURCES DEPARTMENT". Revise as needed. I:\P1anReview\COLSON\Shortplats 2002\CityViewSHPL 02L ChangeRequestStop.doc 1055 South Grad Way-Renton,Washington 98055 RENTON AHEAD OF THE CURVE This paper contains 50%recycled material,30%post consumer Page 2 July 18,2002 • Note on the drawing whether the storm easements and access/storm easement are private or public. • Because there is a private 20' access easement over Lot 2 for the benefit of Lot 3, the PRIVATE EASEMENT AGREEMENT" block, on Sheet 2 of 2, should include references to said access easement. The reference to the access road under the"RESTRICTIONS"block is not sufficient. See the attachment for a copy of said correct easement agreement. • The Deed of Dedication document requires changes to Pages 1, 3 and 4. See the attachments. On Page 1, add the prefix "Portion of'to the first line of the legal description. End said legal with"for public right-of way". The major change to Page 3 (Exhibit A) is to change the beginning point of said legal to the northeast corner of Lot 58, as it existed before the street vacation for NW 2nd PI (S. 131st St., Kalumet St) per Vacation Ord. 1676. This causes one of the calls to be eliminated, with a word deletion in the following call. Other smaller changes also need to be made to this page. On Page 4, note said northeast corner of Lot 58 on the drawing. Finally, the surveyor needs to stamp, sign and date Page 3 (Exhibit A). • An updated Plat Certificate is required for the street dedication (to be dated within 45 days of Council action on approval of said dedication). Should you need to discuss any portion of this letter please contact me at(425)430-7235. Sincerely, 06v-oa4.- 046-71._ Carrie K. Olson Development Services,Plan Review 5 FAXED TO: TOUMA ENGINEERS: `�:e)251-0625 2 Yellow File • S88'5 7'36"E 230 02' 3 w 120,01 50.DO 60.00 r • 2+0090.02 ..,:•-:,:zi.,-....-.••••••,,:•.• 7.1 c-,-• - - - "•••;:-1• .•'-,-':'..,A)--`'''.:,J'''',,-.-,.'1"..'..: ;.--1::': ''''.'.''''''...:'•':i` •':,:''.. . ". . ' . .'.. 7... : -'- .' ' '. - : '. qs',/,'.,::'.. ' ''',.;.': '': '1'::;''''',.''''',:-``.*.:-'!::,-.'::: !•/) -,i, ,;.'.,.:,,,,,:r. ,:,:,,,:.,,:.•,;:,,,,;,,,,',".!;;;?,.1„ ::.1:,:, , '. '' , N •• w 3/. •T•e••:...'.i...'..:"-...2,•-.`..,tI Y ./'.'41,.•,:;..-•. ,•-2': : ;• • ;'..*IN) •A L•- 0 • p' . k.. . : .-i 21 ; AREA TO BE' DEDIC o a rc*e-i'6- FROM. ADJACENT PR( - .. OWNERS ij,, r _ N a ` , O, (� "��co G9 �� 15.0' S88'5/ v '*1 • • . 2 .20• Ol � AO:1 In ,� ), s w. N 6„W° �� °3�. s c8 �) • ,; • o ix) 78.00.' A 3 S88'S —17 24; ,, , 47....1. --)::,, , .: • OL /o" CVI off' "E ls /� N8a.Q4 41•75� 'Q4 6 ,a2 I 1 V L4 _ " 1 ' C4 N89'06'17' W 5 P-:). 14J (9 i / , • . P' ° ' .4) ,c) 7 , '6 ^� cs a , �0 • • • 80.01 80.01 - 100.01 ' S89'06'17"E 260. 03' o L / ,}- C l-1� - ,R 11-1r� e0,�GRE'�+-S & t1�'ILI�I g Note: New private exclusive easement for ingress, egress and utilities is to be created upon the sale of lots shown on this short plat. The owners of Lots shall have an equal and undivided interest in the ownership and responsibility for maintenance of the private access and utility easement. These maintenance responsibilities include the repair and maintenance of the private access roads, drainage pipes, any storm water quality and/or detention facilities within the easement, private signage, and other infrastructure not owned by the City of Renton or other utility providers. Maintenance costs shall be shared equally. Parking on the paving in the access easement is prohibited, unless pavement width is greater than 20 feet. Return.I rklre.vs: City Clerks Office City of Renton 1055 South Grady Way ,1 Renton. WA 98055 DEED OF DEDICATION Property Tax Parcel Number: ,420440-0310 Project File N:I,I IA 98-173 SHPL Street Intersection: NW 2ND PL&LIND AVE NW Reference N ber(s)or Documents assigned or released:Additional reference numbers are on page . Grantor(s): Grantee(s): I. GERALD L. RIEKER 1. City of Renton,a Municipal Corporation 2. SOUNG HEE RIEKR EG- l 1.ra SalpTiON: (.lbhreviated or full legal must go here. Additional legal on page ) A PARC> LA OF THE CITY OF RENTON LOT LINE ADJUSTMENT NO.LUA 99-020 LLA RECORDED UNDER RFC?.)1?I)I NG NO. 19)990826900005. IN KING COUNTY. WASHINGTON)1=oR 'OUlesLl C. 141GI-Ir'-oF 11.34 RE)=ER. IO}:`:LlIBIT"A" FOR FULL LEGAL DESCRIPTION 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. EN WITNESS WHEREOF, I have hereunto set my hand and seal the day and year as written below. I Approved and Accepted By: Grantor(s): Grantee(s): City of Renton Mayor City Clerk i.v'nn 7u('II.r.uir a err' STATE OF WASHINGTON )SS -4Ch VOtl7.En(,°%IE;YT COUNTY OF KING ) I certify that I know or have satisfactory evidence that Notary Seal roust 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: DEED-CI'I'1'VII'W.doc Page 1 Project:- .0IR,J l rut Exhibit A WO# GIT'( ViEw -k0F - , .., ��- T-, 4,s,�_ Legal Description PID �.► GRANTO ivta y P.'Rya. Street: - Street: on;.Washington- 1 COMMENCING; AT THE NORTHEAST CORNER OF LOT 58 OF N.H. LATIMER'S LAKE WASI IINGTON PLAT, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 6 OF PLATS. PAGE 70, IN THE CITY OF RENTON, KING COUNTY,WASHINGTON; -BECINN•INC:: THENCE SOUTH 01°46'34"WEST A DISTANCE OF 50.30 FEET TO POINT ON A CURVE TO THE RIGHT;THENCE SOUTHWESTERLY ALONG A CURVE TO THE RIGHT WITH A RADIUS OF 25.00 FEET,AN ARC LENGTH OF 40.37 FEET AND A CENTRAL ANGLE 92°31'11"TO A POINT ON A REVERSE CURVE TO THE LEFT: THENCE ON A REVERSE CURVE TO THE LEFT WITH A RADIUS OF 50.00 FEET, AN ARC LENGTH OF 160.05 FEET AND A CENTRAL ANGLE OF 183°24'00"TO A POINT OF TANGENCY: THENCE SOUTH 89°06'17"EAST A DISTANCE OF 20.30 FEET TO A POINT ON Cl)RVE TO THE LEFT:THENCE NORTHEASTERLY ALONG A CURVE TO THE LEFT Wfll-I RADIUS OF 50.00 FEET,AN ARC LENGTH OF 77.77 FEET AND A CENTRAL ANGLE OF 89°07'09"TO A POINT OF TANGENCY; - THENCE NORTH 0I°46'34" EAST A DISTANCE OF 100.77 FEET TO POINT ON A CURVE TO THE RIGIIT: THENCE NORTHEASTERLY ALONG A CURVE TO THE RIGHT WITH A RADIUS OF 23.00 FEET, AN ARC LENGTH OF 38.95 FEET AND A CENTRAL ANGLE 89°15-50. TO A POINT ON THE SOUTH MARGIN OF NW 2t'1D PLACE;THENCE NORTH 88°57-36' WEST A DISTANCE OF 66.68 FEET TO THE TRUE POINT OF BEGINNII0 SITUATED WITHIN THE)/, OF THE NW '/. OF SECTION 18,TOWNSHIP 23 NORTH, RANGE 3 EAST. W.M.. SITUATE IN THE CITY OF RENTON, COUNTY OF KING, STATE OF WASHINGTON. TWIN)-cFi' vim Jm Page 3 I Map Exhibit ► 3 I I zi I v, N. N 8837"20' WI 229.02' NW 2nd PLACE r s 8837'J8'E 26i 02' o L1 IJE Cat..____________._> er � 21.00� 4,5ff — -T _ 58 -R 'R 21', I 14.7.S T 5# •LNVE TABLE4 LOT SS LN LENGTH BENUWG C2 ►Yi r\^ N H.0 11 LAKE W 1 'M' Li66.68 N88'SrJ671 C h Z t^ L2 3000 sor46341Y d LJ 2830 N89t i7'11 C4 s N88S7'36'IY - — _ l� L4 3045 $g1'46'J411' 7800 L5 1291 s3522"59T , L8 25.86 N8119404E 441 L7 7201 5297417'1, C5 S887J"26"E 9 21 8 3 L8 35.65 s10-303111 (36 49 30" L9 8245 577J3fo'E R% 6,663 sq.lt. la LW 36.87 88325"44"E C6 LII 8.20 N014634t CIO ^O CURVE TABLE 4,. w C7 90.av I O CURVE LENGTH RADIUS DELTA C LJ N89t76'17W • — — (i Cl 38.95 25.00 897550" ADDRESS C2 4037 2500 9211'11" ,� 3 C3 36.54 50.00 4f52"1T" L. C4 2111 50.00 247135" C5 35.00 50.00 40U6'25" & tp I. C6 20.85 50.00 2,35J32" *F y C7 35.00 50.00 4006'25" -6 I C8 11.55 50.00 1374'12- 2 3 1 C9 31.66 50.00 J676.4Y C10, 46.11 50.00 51302q" S 891)6'lr E 2642Q3' Dr..1,I)-LFI\ \II-11'.dor Page 4 CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS MEMORANDUM DATE: July 18,2002 TO: Carrie Olson FROM: Sonja J.Fesser SUBJECT: City View Short Plat,LUA-98-173-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-20-0244 on both drawing sheets of the subject subdivision. The indexing information on Sheet 1 of 2 is incorrect. The quarter quarter section noted in the indexing block on Sheet 2 of 2 is also incorrect. See the attachment for addressing information. Note said addresses in the spaces provided on Sheet 2 of 2. Also note the street name(Lind Ave NW) in the cul-de-sac area of the drawing. The sum of the dimensions, for the north line of proposed Lots 1 through 3, is 230.01 feet. The drawing notes a dimension of 229.02 feet for the same length. The sum of the dimensions, for the west line of proposed Lots 3 through 5, is 296.11 feet. The drawing notes a dimension of 296.14 feet for the same length. Complete City of Renton Monument Cards,with reference points of all new right-of-way monuments set as part of the short plat. The"DEDICATION"block noted on Sheet 1 of 2 is better suited to a long plat than a short plat. The conveying of property for street right-of-way(Lind Ave NW)is to be handled through a Deed of Dedication document. Note a shorter and more applicable short plat dedication/certification block on the drawing. Note all easements,agreements and covenants of record on the drawing. The Chicago Title Short Plat Certificate dated March 28,2001,notes an easement reserved by Ordinance 1676, dated HH:\FILE.SYS\.LND-Land Subdivision&Surveying Records\LND-20-Short Plats\0244\RV020710.doc - - M July 18,2002 Page 2 April 1, 1958. Also noted is an agreement recorded under Rec.No. 20000201000003 for a sanitary sewer extension and support of a LID. There is no"APPROVALS"block for the City of Renton noted on the drawing. What is noted is for a"PARKS,PLANNING&RESOURCES DEPARTMENT". Revise as needed. Note on the drawing whether the storm easements and access/storm easement are private or public. Because there is a private 20' access easement over Lot 2 for the benefit of Lot 3,the PRIVATE EASEMENT AGREEMENT"block,on Sheet 2 of 2, should include references to said access easement. The reference to the access road under the"RESTRICTIONS"block is not sufficient. See the attachment for a copy of said correct easement agreement. The Deed of Dedication document requires changes to Pages 1,3 and 4. See the attachments. On Page 1,add the prefix"Portion of'to the first line of the legal description. End said legal with "for public right-of way". The major change to Page 3 (Exhibit A) is to change the beginning point of said legal to the northeast corner of Lot 58,as it existed before the street vacation for NW 2nd Pl(S. 131'St.,Kalumet St)per Vacation Ord. 1676. This causes one of the calls to be eliminated,with a word deletion in the following call. Other smaller changes also need to be made to this page. On Page 4,note said northeast corner of Lot 58 on the drawing. Finally,the surveyor needs to stamp, sign and date Page 3 (Exhibit A). An updated Plat Certificate is required for the street dedication(to be dated within 45 days of Council action on approval of said dedication). Fee Review Comments: The final Fee Review Sheet for this short plat is provided for your use and information. H:\FILE.SYS\LND-Land Subdivision&Surveying Records\LND-20-Short Plats\0244\RV020710.doc\sjf • CITY OF RENTON PLANNINGBUILDING/PUBLIC WORKS MEMORANDUM DATE: June 27, 2002 TO: Bob Mac Onie, Technical Services Sonja Fesser,Technical Services FROM: Carrie Olson,Plan Review x7235 (v.) SUBJECT: CITY VIEW SHORT PLAT LUA-98-173-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: Note: This project is on its third year extension and expires on August 3,2002. • Deed of Dedication • Plat Certificate • Lot Closure Calculations • 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\COLSON\Shortplats 2002\CityViewSHPL Olm PR-TS ReviewStart.doc • CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS MEMORANDUM DATE: June 27, 2002 TO: Arneta Henninger,Plan Review •ROUTE TO: Kayren Kittrick,Plan Review FROM: Carrie Olson,Plan Review Ct(--.) SUBJECT: CITY VIEW SHORT PLAT LUA-98-173-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: Note: This project is on its third year extension and expires on August 3,2002. • Short Plat drawings Approval: , ,Date: Kayren Kittrick Arneta Henninger Cc: Yellow File TOUMA ENGINEERS PLAN REVIEW & LAND SURVEYORS CITY OF RENTON 6632 S 191 s1 PLACE,SUITE E-102,KENT,WA 98032 J U N 2 7 2002 TEL 425-251-0665 FAX 425-251-0625 E-mail Address:mhtoumaCbaol.com RECEIVED Transmittal Carrie K. Olsen June 27,2002 TO. City of Renton Date:' 1055 South Grady Way Renton,WA 98043 SUBJECT: City View Short Plat—LUA-98-173,SHPL FROM: Tom Touma 1. Public Works Approval: Some of the plat improvements remain to be completed.The approval is forthcoming upon completing these improvements. 2. Post Office Approval* Copy of the approved location of mail boxes enclosed in this submittal. 3. Land Use Permit Master Application: Four copies and one original of the application enclosed. 4 Fees: Applicant will arrange for payment of fees. 5. Legal Documents: Three copies and original Draft Deed are enclosed. 6. Calculations: Three copies of lot dosures and areas are enclosed. 7. Neighborhood Detail Map: Five copies are enclosed 8. Final Plat Plan: Five copies of two pages of final plat plan are enclosed. 9. Overall Plat Plan. Not required: 10. Confirmation of Compliance with all Conditions of Preliminary Plat Approval: Five copies of statement detailing both the ERC and Examiner's conditions are enclosed. 11. Plan Reductions: PMT reductions will be provided after the initial review of the plans. 12. Plat Certificate: Four copies of the Plat Certificates and Supplement are enclosed. 13. Monument Cards: The cards will be provided when the applicant installs the monuments. 14. Environmental Checklist Not required. If you have any question with respect to this submittal, please call me.Thanks /one SUBJECT: CITY VIEW SHORT PLAT Lua 98-173 SHPL CONFIRMATION OF COMPLIANCE WITH ALL CONDITIONS OF SHORT PLAT APPROVAL: L COMPLANCE WITH ERC MITIGATION MEASURES: l.a. The applicant complied with the recommendations contained within the Geotechnical Reports,as prepared by Hart Crowser and dated November 15, 1990 and amended version dated January 26, 999. 1.b. Ripping and blasting was needed for construction of the plat improvements. I.c. The owners complied with installing silt fence along the down slope perimeter of the area that is to be disturbed. 1.d The owners complied with installing interceptor ditches to control surface water flow in accordance with the approved construction plans. I.e. The contractor performed daily review and maintenance of all erosion control in accordance with the approved temporary erosion control plans. 1.f. Verbal report was submitted to the City Inspectors as to the status and maintenance of the erosion control facilities. 2.a. The applicant is paying the Traffic Mitigation Fee equal to$75 for each average daily trip associated with this project. 2.b. The widening of Lind Avenue NW was accomplished in accordance with the ERC requirements 4 and constnict ion plans prepared for this extension. 3. The applicant is paying the Fire Mitigation Fee equal to$488 per new single family lot. 4. The applicant is paying the Parks Department Mitigation Fee equal to$530.76 per new single family lot. 5. This item was accomplished in accordance with approved construction plans to prevent flow on adjacent properties. II. COMPLIANCE WITH HEARING EXAMINERS AND CITY COUNCIL CONDITIONS OF PRELIMINARY PLAT APPROVAL. I. The applicant complied with ERC Mitigation Measures 2. The applicant has constructed plat improvements in accordance with the approved construction plans. 3. The applicant complied with the mitigation measures required by the ERC. 4. Native Growth Protection Easement(NGPE)is established and depicted on the final plat. SUBJECT: CITY VIEW SHORT PLAT Lua-98-173 SHPL CONFIRMATION OF COMPLIANCE WITH ALL CONDITIONS OF SHORT PLAT APPROVAL: IL COMPLIANCE WITH HEARING EXAMINERS AND CITY COUNCIL CONDITIONS OF PRELIMINARY PLAT APPROVAL(Continued). 5. In lieu of a separate Homeowner's Association documents,the applicant covered this requirement by adding a statement on the face of the final plat that addresses this item. The statement was prepared and recommended by the City staff. 6. The future homes will provide sprinkler systems as determined by the Fire Department.Language with respect to this item is included on the face of the short plat map. 7. A bond was not required. 8. Native Growth Protection Easement(NGPE)delineation and limits included on the face of the short plat map. 9. Declaration of Covenant note was added on the face of the final plat that coveys the beneficial interest in the easements shown on the plat for future owners of the lot. 10. Language under the heading"EASEMENT"included ability of the City to lien the property in the event the property owners fail maintaining the improvements. 11. Replanting of adjacent properties was accomplished as needed. 12. On site detention facilities provided and did not require off-site facilities. Agreement was not required. 13. The staff kept abreast of the design and location of the detention swales. 14. Street and easements dedications included on the face of the short plat. Prepared By: �, ._ Date: June 26. 2002 Mo fir"TOM"Touma,PE k Touma Engineers OCHICAGO TITLE INSURANCE COMPANY 701 FIFTH AVENUE,#1800,SEATTLE,WA 98104 PHONE: (206)628-5623 FAX: (206)628-5657 ORDER NO: C00ERf0597915 D YOUR NO: RIEI ORT PLAT UNIT NO: 10 LOAN NO: SUPPLEMENTAL COMMITMENT s ORDER REFERENCE INFORMATION SUPPLEMENTAL NUMBER 1 SELLER: PURCHASER/BORROWER: GERALD L. RIEKER AND SOUNG HEE RIEKER, HUSBAND AND WIFE LOAN NUMBER: PROPERTY ADDRESS: WASHINGTON Our Title Commitment dated 03/28/01 at 8 :00 A.M. is supplemented as follows: T PARAGRAPH NUMBER(S) 3, 7, 8, 9, AND 10 OF OUR COMMITMENT IS (ARE) ELIMINATED. ✓ THE FOLLOWING PARAGRAPH(S) HAS (HAVE) BEEN ADDED TO OUR COMMITMENT: ✓ PARAGRAPH NUMBER 12 : w 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: 2002 TAX ACCOUNT NUMBER: 420440-0310-03 LEVY CODE: 2100 ASSESSED VALUE-LAND: $ 265, 000.00 ASSESSED VALUE-IMPROVEMENTS: $ 0.00 GENERAL & SPECIAL TAXES: BILLED: $ 3, 038 .85 PAID: $ 0.00 UNPAID: $ 3, 038 .85 NOTE: IF THE TAX AMOUNT IS NOT EVENLY DIVISIBLE INTO TWO PAYMENTS, KING SEE NEXT PAGE SUPPI.COM/RDA/0999 CHICAGO TITLE INSURANCE COMPANY Order No.: 597915 Your No.: RIEKER SHORT PLAT Unit No.: 10 SUPPLEMENTAL COMMITMENT (Continued) COUNTY WILL REQUIRE THE HALF PAYMENT BE ROUNDED UP TO THE NEXT CENT. FAILURE TO ROUND UP THE HALF PAYMENT MAY RESULT IN REJECTION OF THE TAX PAYMENT BY THE COUNTY. x PARAGRAPH NUMBER 13 : 2 . DEED OF TRUST AND ASSIGNMENT OF RENTS AND/OR LEASES, AND THE TERMS AND CONDITIONS THEREOF: GRANTOR: GERALD L. & SOUNG HEE RIEKER, HUSBAND AND WIFE TRUSTEE: NORTHWEST FINANCIAL CORPORATION, A WASHINGTON CORPORATION BENEFICIARY: BANNER BANK AMOUNT: $ 371,600.00 DATED: MAY 3, 2001 RECORDED: MAY 9, 2001 RECORDING NUMBER: 20010509001077 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. z AFFECTS: INCLUDES OTHER PROPERTY AA PARAGRAPH NUMBER(S) 4 HAS (HAVE) BEEN AMENDED AS FOLLOWS: AB 3 . 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: 2001 TAX ACCOUNT NUMBER: 420440-0310-03 LEVY CODE: 2100 ASSESSED VALUE-LAND: $ 248, 000.00 ASSESSED VALUE-IMPROVEMENTS: $ 0.00 GENERAL & SPECIAL TAXES: BILLED: $ 2, 975.53 PAID: $ 1,487.77 UNPAID: $ 1,487.76 AC SUPLCOM2/RDA/09'99 CHICAGO TITLE INSURANCE COMPANY Order No.: 597915 Your No.: RIEKER SHORT PLAT Unit No.: 10 SUPPLEMENTAL COMMITMENT (Continued) THERE HAS BEEN NO CHANGE IN THIS COMMITMENT SINCE MARCH 28, 2001, EXCEPT THE MATTERS NOTED HEREINABOVE. AD MAY 7, 2002 AUTHORIZED BY: KEITH EISENBREY SIJPLCOM2/RDA/0099 CHICAGO TITLE INSURANCE COMPANY O 701 FIFTH AVENUE,#1800,SEATTLE,WA 98104 Order No.: 000597915 PROPERTY ADDRESS: WASHINGTON Your No.: RIEKER SHORT PLAT TOUMA ENGINEERS&LAND SURVEYORS 6632 S 191ST PLACE,SUITE#E102 KENT,WASHINGTON 98032 ATTN: TOM 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 TITLE OFFICER (206)628-5623 (E-MAIL:HARRISMI@CTT.COM) KEITH 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. Tril.H 7/RUA/arr9 06 '25 2002 11 . 43 FAX 206 628 5657 CHIC:AGO TITLE t'NIT 10 Lt]002 C...,:AGO TITLE INSURANCE COMP Y 1609 COLUMBIA CUTER, 701 $rfl AVE eakrrLE, WA 9E199 Order No.: 597915 SHORT PLAT CERTIFICATE Certificate for Filing Proposed Short Plat In the matter of the short plat submitted for your approval,this Company has examined the records of the County Auditor and County Clerk of KING County,Washington,and the records of the Clerk of the United States Courts holding terms in said County,and from such cmination hereby certifies tbat the title to the following described land situate in said KING County,to-wit: SEE SCHEDULE A(NEXT PAGE) VESTED IN: GERALD L. RIEKER AND SOLING HEE RIEKER, HUSBAND AND WIFE EXCEPTIONS: SEE SCHEDULE B ATTACHED CHARGE: $200.00 TAX: $ 17.6 0 Records examined to March 2B, 2001 at 9:00 A.M. CH ICAGO TITLE INSURANCE COMPANY By MIKE HARRIS/KE. H EI BREY Title Officer (206)628-5623 SIIFLAIA/12-3-W KK 00 25 2002 11 : as FAX 200 626 5657 &HICAGO TITLE L'NI F 10 0003 C1..�AGO TITLE INSURANCE COME Y Order No.: 597915 SHORT PLAT CERTIFICATE SCHEDULE A (Continued) _ LEGAL DESCRIPTION PARCEL A, CITY OF RENTON LOT LINE ADJUSTMENT NUMBER LUA 99-020LLA RECORDED UNDER RECORDING NUMBER 19990826900005, SAID LOT LINE ADJUSTMENT BEING A SUBDIVISION THE FOLLOWING DESCRIBED PROPERTY: LOT 58, N. H. LATIMER'S LAKE WASHINGTON PLAT, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 6 OF PLATS, PAGE(S) 70, IN KING COUNTY, WASHINGTON; TOGETHER WITH VACATED SOUTH HALF OF SOUTH 131ST STREET ADJOINING ON THE NORTH, VACATED EAST HALF OF STEVENS AVENUE ADJOINING ON THE WEST, AND VACATED WEST HALF OF LIND AVENUE ADJOINING ON THE EAST; AND THE WEST HALF OF LOT 59, N. H. LATIMER'S LAKE WASHINGTON PLAT, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 6 OF PLATS, PAGE(S) 70, IN KING COUNTY, WASHINGTON; EXCEPT THE SOUTH 90 FEET THEREOF; TOGETHER WITH VACATED EAST HALF OF LIND AVENUE ADJOINING, ON THE WEST; EXCEPT PORTION OF SAID VACATED STREET, IF ANY, LYING ADJACENT TO THE SOUTH 90 FEET OF SAID LOT 59, IN KING COUNTY, WASHINGTON. i CHICAOO TITLE INSURANCE COMPANY 06, 25 2002 11:44 FAX 206 626 5857 CHICAGO TITLE UNIT 10 0004 CHICAGO TITLE INSURANCE COMPANY Order No.: 597915 SHORT PLAT CERTIFICATE SCHEDULE B 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. I. 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). - s i_A H/onto./sec CHICAGO 1111.E INSURANCE COMPANY EXCEPflONS • A 1. AN EASEMENT AFFEUL1LG THE PORTION OF SAID PREMISES --- FOR THE PURPOSES STATED HEREIN, AND INCIDENTAL PURPOSES. FOR ALL PUBLIC PURPOSES AND USES, RESERVED BY ORDINANCE DATED APRIL 1, 1958 UNDER ORDINANCE NO, 1676. AFFECTS PORTION OF VACATED SOUTH 131ST STREET. 2. AGREEMENT AND THE TERMS AND CONDITIONS THEREOF: BETWEEN: CAMBRIDGE HOMES NW, INC. , A WASHINGTON CORPORATION AND: CITY OF RENTON, A MUNICIPAL CORPORATION RECORDED: FEBRUARY 1, 2000 RECORDING NUMBER: 20000201000003 REGARDING: SANITARY SEWER EXTENSION AND SUPPORT OF LOCAL IMPROVEMENT DISTRICT c )(3. 3. 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: 2000 TAX ACCOUNT NUMBER: 420440-0310-03 LEVY CODE: 2100 ASSESSED VALUE-LAND: $ 216,000.00 ASSESSED VALUE-IMPROVEMENTS: $ 0.00 GENERAL & SPECIAL TAXES: BILLED: $ 2,800.43 PAID: $ 0.00 UNPAID: $ 2,800.43 n 4 . 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: 2001 TAX ACCOUNT NUMBER: 420440-0310-03 LEVY CODE: 2100 ASSESSED VALUE-LAND: $ 248,000.00 ASSESSED VALUE-IMPROVEMENTS: $ 0.00 GENERAL & SPECIAL TAXES: BILLED: $ 2,975.53 PAID: $ 0.00 UNPAID: $ 2,975.53 CHICAGO Trrtk INSURANCE COMPANY . stIrOalsi/m4,90/6K CHICAGO TITLE'INSURANCE COMPANY 06/25,2002 11: 44 FAX 206 628 5657 CHICAGO HILL UNIT 10 1JUU6 l,-- AGO TITLE INSURANCE COMF lY Order No.: 597915 SHORT PLAT CERTIFICATE SCHEDULE B (Continued) EXCEPTIONS NOTE: IF THE TAX AMOUNT IS NOT EVENLY DIVISIBLE INTO TWO PAYMENTS, KING COUNTY WILL REQUIRE THE HALF PAYMENT BE ROUNDED UP TO THE NEXT CENT. FAILURE TO ROUND UP THE HALF PAYMENT MAY RESULT IN REJECTION OF THE TAX PAYMENT BY THE COUNTY. s 5. DEED OF TRUST AND THE TERMS AND CONDITIONS THEREOF: GRANTOR: GERALD L. RIEKER AND SOUNG HEE RIEKER, HUSBAND AND WIFE TRUSTEE: NORTHWEST FINANCIAL CORP. , A WASHINGTON CORPORATION BENEFICIARY: FIRST SAVINGS BANK OF WASHINGTON AMOUNT: $ 196,000.00 DATED: FEBRUARY 4, 1999 RECORDED: FEBRUARY 11, 1999 RECORDING NUMBER: 9902110605 LOAN NUMBER: NOT DISCLOSED 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. r AFFECTS: INCLUDES OTHER PROPERTY. A PARTIAL RECONVEYANCE OF SAID DEED OF TRUST RELEASING OTHER PROPERTY WAS RECORDED UNDER RECORDING NUMBER 20000120000696 . 6_ DEED OF TRUST AND THE TERMS AND CONDITIONS THEREOF: GRANTOR: GERALD L. RIEKER AND SOLING HEE RIEKER, HUSBAND AND WIFE TRUSTEE: NORTHWEST FINANCIAL CORPORATION, A WASHINGTON CORPORATION BENEFICIARY: FIRST SAVINGS BANK OF WASHINGTON, A WASHINGTON CORPORATION AMOUNT; $ 510,000.00 DATED: SEPTEMBER 15, 1999 RECORDED: OCTOBER 7, 1999 RECORDING NUMBER: 1999100700034E LOAN NUMBER: NOT DISCLOSED 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_ sfe0atSi moms CHICAGO TITLE INSURANCE COMPANY 06 '25'2002 11 : 45 FAX 206 628 5657 t,H1t:AGu FI ILF INIT 10 LJU07 TITLE INSURANCE COMP Y Order No.: 597915 SHORT PLAT CERTIFICATE SCHEDULE B (Continued) EXCEPTIONS ▪ ' 7. LABOR AND/OR MATERIAL LIEN: CLAIMED BY: WESTERN UTILITIES SUPPLY CO. "`yyy AGAINST: CAMBRIDGE HOMES NW, INC. IN THE AMOUNT OF: $ 15,190.63 WORK COMMENCED OR MATERIAL DELIVERED: FEBRUARY 7, 2000 RECORDED: JUNE 21, 2000 RECORDING NUMBER: 20000621001206 AFFECTS: INCLUDES OTHER PROPERTY. x� 8. LABOR AND/OR MATERIAL LIEN: CLAIMED BY: CAMBRIDGE HOMES NW INC AGAINST: PACIFIC INTERNATIONAL PIPE ENTERPRISES INC IN THE AMOUNT OF: $ 7,142.00 WORK COMMENCED OR MATERIAL DELIVERED: MARCH 3, 2000 RECORDED: JULY 26, 2000 RECORDING NUMBER: 20000726001157 t AFFECTS: INCLUDES OTHER PROPERTY. H �9. LABOR AND/OR MATERIAL LIEN: CLAIMED BY; CONCRETE SERVICES, INC. AGAINST: GERALD RIEKER/CAMBRIDGE HOMES NW, INC. IN THE AMOUNT OF: $ 5,240.00 PLUS INTEREST WORK COMMENCED OR MATERIAL DELIVERED: AUGUST 9, 2000 RECORDED: NOVEMBER 7, 2000 RECORDING NUMBER: 20001107001451 >d q. 10. LABOR AND/OR MATERIAL LIEN: tylA CLAIMED BY: NORTHSHORE PAVING, INC. AGAINST: GERALD L. RIEKER IN THE AMOUNT OF: $ 13.751./9 PLUS INTEREST Stm A 1 H3/12.2 9o/2K C1IICACi0 TITLE INSURANCE COMPANY 06 '25'2002 11 • 45 FAX 206 628 5657 CHICAGO TITLE UNIT 10 L1008 Ckiu.:AGO TITLE INSURANCE COME Y Order No.: 597915 SHORT PLAT CERTIFICATE SCHEDULE B (Continued) EXCEPTIONS WORK COP4`1ENCED OR MATERIAL DELIVERED: OCTOBER 18, 2000 RECORDED: JANUARY 22, 2001 RECORDING NUMBER: 20010122002017 o SAID NOTICE OF CLAIM OF LIEN HAS BEEN MODIFIED BY AMENDED NOTICE OF CLAIM OF LIEN RECORDED UNDER RECORDING NUMBER 20010123002095. • 11. 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: PARCEL A, CITY OF RENTON LLA # 99-02OLLA RECORDING NUMBER 19990826900005. AS OF MARCH 28, 2001, THE TAX ACCOUNT FOR SAID PREMISES IS 420440-0310-03. END OF SCHEDULE B SLPLA rR3p 3_17.90/EK CHIC AGO TIn.N INSURANCt COMPANY page 1 Project: 719005fp Mon Mar 11 15:58:49 2002 Lot Map Check Lot name: LOT 1 North: 80123.3443 East: 56845.8892 Line Course: N 01-46-34 E Length: 115.79 North: 80239.0787 East: 56849.4780 Line Course: S 88-57-36 E Length: 60.00 North: 80237.9897 East: 56909.4681 Line Course: S 01-46-34 W Length: 30.00 North: 80208.0041 East: 56908.5383 Line Course: S 01-46-34 W Length: 50.30 North: 80157.7283 East: 56906.9793 Curve Length: 40.37 Radius: 25.00 Delta: 92-31-10 Tangent: 26.12 Chord: 36.12 Course: S 48-02-09 W Course In: N 88-13-26 W Course Out: S O4-17-44 W RP North: 80158.5031 East: 56881.9913 End North: 80133.5733 East: 56880.1187 Curve Length: 36.54 Radius: 50.00 Delta: 41-52-11 Tangent: 19.13 Chord: 35.73 Course: S 73-21-39 W Course In: S O4-17-44 W Course Out: N 37-34-27 W RP North: 80083.7138 East: 56876.3737 End North: 80123.3420 East: 56845.8843 Perimeter: 333.00 Area: 6, 272 sq.ft. 0.14 acres Mapcheck Closure - (Uses listed courses, radii, and deltas) Error Closure: 0.0054 Course: S 64-41-32 W • Error North: -0.00231 East: -0.00489 Precision 1: 61, 533.39 Lot name: LOT 2 North: 80239.0793 East: 56849.4778 Line Course: S 01-46-34 W Length: 115.79 North: 80123.3450 East: 56845.8890 Curve Length: 21.11 Radius: 50.00 Delta: 24-11-35 Tangent: 10.72 Chord: 20.96 Course: S 40-19-46 W Course In: S 37-34-27 E Course Out: N 61-46-02 W RP North: 80083.7167 East: 56876.3784 End North: 80107.3695 East: 56832.3268 Line Course: N 64-27-29 W Length: 40.36 North: 80124.7716 East: 56795.9112 Line Course: N 01-46-34 E Length: 115.27 North: 80239.9862 East: 56799.4839 Line Course: S 88-57-36 E Length: 50.00 North: 80239.0787 East: 56849.4756 Perimeter: 342.54 Area: 6, 170 sq.ft. 0.14 acres Mapcheck Closure - (Uses listed courses, radii, and deltas) Error Closure: 0.0023 Course: S 73-12-13 W page 2 Project: 719005fp Mon Mar 11 15:58:49 2002 Lot name: LOT 2 (continued) Lot Map Check Error North: -0.00067 East: -0.00222 Precision 1: 147, 675.02 Lot name: LOT 3 North: 80239.9869 East: 56799.4819 Line Course: S 01-46-34 W Length: 115.27 North: 80124.7723 East: 56795.9093 Line Course: N 64-27-29 W Length: 131.12 North: 80181.3075 East: 56677.6036 Line Course: N 01-46-34 E Length: 60.89 North: 80242.1683 East: 56679.4909 Line Course: S 88-57-36 E Length: 120.01 North: 80239.9900 East: 56799.4811 Perimeter: 427.29 Area: 10, 569 sq.ft. 0.24 acres Mapcheck Closure - (Uses listed courses, radii, and deltas) Error Closure: 0.0032 Course: N 15-12-21 W Error North: 0.00313 East: -0.00085 Precision 1: 131, 693.74 Lot name: LOT 4 North: 80107.3689 East: 56832.3269 Line Course: N 64-27-29 W Length: 40.36 North: 80124.7710 East: 56795.9113 Line Course: N 64-27-29 W Length: 131.12 North: 80181.3062 East: 56677.6057 Line Course: S 01-46-34 W Length: 132.14 North: 80049.2297 East: 56673.5102 Line Course: N 81-04-04 E Length: 155.83 North: 80073.4248 East: 56827.4504 Curve Length: 35.00 Radius: 50.00 Delta: 40-06-25 Tangent: 18.25 Chord: 34 .29 Course: N 08-10-46 E Course In: N 78-07-33 E Course Out: N 61-46-02 W RP North: 80083.7130 East: 56876.3805 End North: 80107.3657 East: 56832.3288 Perimeter: 494.45 Area: 12, 852 sq.ft. 0.30 acres Mapcheck Closure - (Uses listed courses, radii, and deltas) Error Closure: 0.0037 Course: S 30-10-01 E Error North: -0.00320 East: 0.00186 Precision 1: 133, 678.71 Lot name: LOT 5 page 3 North: 80073.4279 East: 56827.4485 Line Course: S 81-04-04 W Length: 155.83 North: 80049.2328 East: 56673.5083 Line Course: S 01-46-34 W Length: 103.08 North: 79946.2023 East: 56670.3134 Line Course: S 89-06-17 E Length: 80.01 North: 79944 .9522 East: 56750.3137 Line Course: N 23-14-01 E Length: 112.15 North: 80048.0073 East: 56794.5547 Line Course: N 81-04-04 E Length: 41.75 North: 80054 .4896 East: 56835.7984 Curve Length: 20.85 Radius: 50.00 Delta: 23-53-12 Tangent: 10.58 Chord: 20.69 Course: N 23-49-03 W Course In: N 54-14-21 E Course Out: S 78-07-33 W RP North: 80083.7098 East: 56876.3716 End North: 80073.4217 East: 56827.4415 Perimeter: 513.67 Area: 12, 349 sq.ft. 0.28 acres Mapcheck Closure - (Uses listed courses, radii, and deltas) Error Closure: 0.0094 Course: S 48-13-58 W Error North: -0.00627 East: -0.00702 Precision 1: 54, 578.89 Lot name: LOT 6 North: 79944.9531 East: 56750.3145 Line Course: N 23-14-01 E Length: 112.15 North: 80048.0082 East: 56794 .5555 Line Course: N 81-04-04 E Length: 41.75 North: 80054.4906 East: 56835.7992 Curve Length: 35.00 Radius: 50.00 Delta: 40-06-26 Tangent: 18.25 Chord: 34.29 Course: S 55-48-52 E Course In: N 54-14-21 E Course Out: S 14-07-55 W RP North: 80083.7107 East: 56876.3724 End North: 80035.2239 East: 56864.1646 Line Course: S 20-18-00 W Length: 97.59 North: 79943.6953 East: 56830.3071 Line Course: N 89-06-17 W Length: 80.01 North: 79944.9455 East: 56750.3069 Perimeter: 366.51 Area: 7, 972 sq.ft. 0.18 acres Mapcheck Closure - (Uses listed courses, radii, and deltas) Error Closure: 0.0107 Course: S 44-44-03 W Error North: -0.00763 East: -0.00756 Precision 1: 34, 116.61 Lot name: LOT 7 page 4 North: 80035.2293 East: 56864 .1707 Line Course: S 20-18-00 W Length: 97.59 North: 79943.7007 East: 56830.3133 Line Course: S 89-06-17 E Length: 100.01 North: 79942.1381 East: 56930.3111 Line Course: N 01-46-34 E Length: 90.01 North: 80032.1049 East: 56933.1009 Line Course: N 35-22-59 W Length: 12.91 North: 80042.6304 East: 56925.6255 Curve Length: 31.66 Radius: 50.00 Delta: 36-16-42 Tangent: 16.38 Chord: 31.13 Course: S 72-45-22 W Course In: N 35-22-59 W Course Out: S 00-53-43 W RP North: 80083.3953 East: 56896.6734 End North: 80033.4014 East: 56895.8922 Line Course: N 89-06-17 W Length: 20.30 North: 80033.7186 East: 56875.5947 Curve Length: 11.55 Radius: 50.00 Delta: 13-14-12 Tangent: 5.80 Chord: 11.53 Course: N 82-29-11 W Course In: N 00-53-43 E Course Out: S 14-07-55 W RP North: 80083.7125 East: 56876.3759 End North: 80035.2257 East: 56864.1681 Perimeter: 364.03 Area: 7,818 sq.ft. 0.18 acres Mapcheck Closure - (Uses listed courses, radii, and deltas) Error Closure: 0.0045 Course: S 35-43-38 W Error North: -0.00362 East: -0.00261 Precision 1: 81, 559.35 Lot name: LOT 8 North: 80042.6339 East: 56925.6275 Line Course: S 35-22-59 E Length: 12.91 North: 80032.1084 East: 56933.1029 Line Course: S 89-06-17 E Length: 90.00 North: 80030.7022 East: 57023.0919 Line Course: N 01-46-34 E Length: 80.20 North: 80110.8636 East: 57025.5776 Line Course: N 88-57-36 W Length: 78.00 North: 80112.2794 East: 56947.5905 Line Course: S 01-46-34 W Length: 30.45 North: 80081.8440 East: 56946.6467 Curve Length: 46.11 Radius: 50.00 Delta: 52-50-27 Tangent: 24.84 Chord: 44 .50 Course: S 28-11-48 W Course In: N 88-13-26 W Course Out: S 35-22-59 E RP North: 80083.3937 East: 56896.6707 End North: 80042.6287 East: 56925.6227 page 1 Project: 719005fp Mon Mar 11 15:58:46 2002 Lot Area Listing Lot name: LOT 1 Perimeter: 333.00 Area: 6,272 sq.ft. 0. 14 acres Lot name: LOT 2 Perimeter: 342.54 Area: 6, 170 sq.ft. 0.14 acres Lot name: LOT 3 Perimeter: 427.29 Area: 10,569 sq.ft. 0.24 acres Lot name: LOT 4 Perimeter: 494.45 Area: 12, 852 sq.ft. 0.30 acres Lot name: LOT 5 Perimeter: 513.67 Area: 12, 349 sq.ft. 0.28 acres Lot name: LOT 6 Perimeter: 366.51 Area: 7, 972 sq.ft. 0.18 acres Lot name: LOT 7 Perimeter: 364 .03 Area: 7, 818 sq.ft. 0.18 acres Lot name: LOT 8 Perimeter: 337.67 Area: 6, 663 sq.ft. 0.15 acres It CITY OF RENTON Board of Public Works Jesse Tanner,Mayor DEVELOPMENT SERVICES May 28,2002 CITY OF RENTON Jerry Rieker MAY 2 9 2002 11017 100 PINE RECEIVED E� Kirkland WA 98033 V SUBJECT: REQUEST FOR A DEFERRAL CITY VIEW SHORT PLAT,LUA 98-173,LIND AVE NW AND NW 2ND ST,RENTON WA 98055 Dear Mr. Rieker: The Board of Public Works met on May 22,2002 to consider your request for a deferral for final lift of asphalt and installation of an alternate storm drainage system to serve City View Short Plat, if the constructed system cannot provide an easement. The Board denied your request as submitted,and proposed the following administrative minor revision. Applicant shall revise the Short Plat to a Long Plat which will extend your time to record from a 3-year to a 5-year period. This should allow you the time necessary to rectify all outstanding issues with this project. If you have any questions,please contact Juliana Sitthidet,Board Coordinator,at(430)430-7278. Sincerely, . '..-(-:e----\4-16---i' , Cil‘ (';"" Mickie Flanagan,Recording Sec e cc: Board Members LUA File#98-173 \\CENTRAL\SYS2\DEPTS\PBPW\DIVISION.S\BPW\DEFERRAL\CityView#2.doc\cor RENTON 1055 South Grady Way-Renton,Washington 98055 al)Thispaper contains 50%recycled material,30%post consumer AHEAD OF 7 H E CURVE .. ,_ CITY .,.F RENTON Nal 1 y. Planning/Building/PublicWorks Department Jesse Tanner,Mayor Gregg Zimmerman P.E.,Administrator May 1, 2002 Gerald Reiker 11017 101st Place NE Kirkland,WA 98033 Subject: City View Short Plat File No. LUA-98-173, SHPL-A Dear Mr. Reiker: The purpose of this letter is to inform you that the expiration date (August 3, 2002) for the above referenced project is approaching. Pursuant to section 4-7-070.M of the City's Subdivision Regulations, no further extension of the short plat approval decision may be granted. Please nete the short plat must be recorded prior to August 3, 2002,or the approval will become null and void. For detailed information regarding the recording process for the short plat, please see the attached handout title"Short Plat Recording"or contact Carrie Olson at(425) 430-7235. If you have any questions, please contact me at(425)430-7270. Sincerely, *4u Lesley Nishihly Senior Planner cc: Land Use File Carrie Olson 1055 South Grady Way-Renton,Washington 98055 B. E 1V T O 1V AHEAD OF THE CURVE This paper contains 50%recycled material,30%post consumer Carrie Olson-Davis - City View Short PIE ' ' ' 1A98-173 Page 1 From: Carrie Olson-Davis To: Nishihira, Lesley Date: 4/9/02 4:49PM Subject: City View Short Plat LUA98-173 City View SHPL has a 1-yr extension that expires 08-03-02. We have heard nothing from the applicant since he was granted the extension. Time is getting short and he may need to be reminded of his scheduled deadline. Thanks. CC: Henning, Jennifer " CITY �:1F RENTON NAIL r fj Planning/Building/Public Works Department Jesse Tanner,Mayor Gregg Zimmerman P.E.,Administrator August 2, 2001 Gerald Reiker 11017 101st Place NE Kirkland, WA 98033 Subject: Expiration of Land Use Approval File No. LUA-98-173, SHPL-A Dear Mr. Reiker: This letter is written in response to your request for an extension for the Administrative Short Plat Approval for the above referenced project. The extension has been granted with a new expiration date of August 3, 2002. Pursuant to RMC section 4-7-070.M, this will be the only extension granted for the project proposal. If you have any questions or concerns, please contact me at (425) 430-7270. Sincerely, Lesley Nishihira Project Manager cc: Land Use file Jennifer Henning, Principal Planner Carrie Olson-Davis, Plan Review APPEAL: This administrative land use decision will become final if the decision is not appealed within 14 days of the effective date of decision. An appeal of the decision must be filed within the 14 day appeal period(RCW 43.21.C.075(3);WAC 197-11-680). An appeal to the Hearing Examiner is governed by Title IV,Section 4-8-110,which requires that such appeals be filed directly with the Hearing Examiner. Appeals must be made in writing on or before 5:00 PM on August 17,2001. Any appeal must be accompanied by a$75.00. Specific requirements for the appeal process may be obtained from the City Clerk's office. 1055 South Grady Way-Renton, Washington 98055 ®This paper contains 50%recycled material,20%post consumer 11017 - 101st PI NE 0EVECOPME e nd WA 98033 caYofREN�TON fNG JUL 19 2001 RECEIVED July 16, 2001 Lesley Nishihira Senior Planner City of Renton 1055 S . Grady Way Renton, Wa. 98055 SUBJECT: Expiration of City of Renton Land Use Application Project No. LUA-98-173 Dear Lesley, Thank you for your letter dated July 11, 2001 per the above subject matter. I would like to obtain a one time only one year extension on the above City of Renton Land Use Application Project No. LUA-98-173. If you have any questions please feel free to call me at 206-300-6256. I realy appreciate your letter and again thank much for bringing this to my attention. you very Have a great day and best wishes, Since/ ince ly, erald Rieker 11017 101 St. Place N.E Kirkland, Wa. 98033 4'. Planning/Buildir-'Dlblic Works Department Gregg ►erman P.E.,Administrator Jesse Tanner Ma or July 11, 2001 Mr. Gerald Rieker 11017— 101st Place NE Kirkland,WA 98033 SUBJECT: ot Expiration f City of Renton Land Use Application Dear Mr. Jacques: This letter is being sent as a courtesy to advise you of the expiration date for the above referenced land use application. The expiration date is August 3, 2001. However, s it may ato e p possible to obtain on date. a one-time only one-year extension if you request this no later than Y prior The land use approval is separate and distinct from any building or public works permit you may have. Therefore, if you have already obtained all necessary City permits (or, in the case of subdivisions, royal this may not be a concern to you, provided the recorded the short plat or applied for final plat approval), building or construction permits remain valid and do not lapse at any time. li you have any questions or desire ciarification of the above, please call me at (425)430-7270. Sincerely, Lesley Nishihira Senior Planner .,into 1901 2001 1055 South Grady Way-Renton,Washington 98055 �ehtQ� • ®This paptIr I-nu m,50%recycled material.30%pm.t conwmer ."' ',? �-•:i,.�y: 1� +.;• a• �,L.f�•rv.E� �•tr . ` _>•r •, .r•�r .• "y _ . : . GIT' OF -.RENTON ..LL �. Planning/Building/Public Works Department Jesse Tanner,Mayor Gregg Zimmerman P.E.,Administrator CITY CLERK(2) t V • V St s •� •r. • h' •' . -� ::-r' . . - grill OF RENT ON pN MAY 0 2 2000 May 1, 2000 RECEIVED ' UITY•CLEAK`S OFFICE SUBJECT: PLATS RECENTLY ADDRESSED: • TO WHOM IT MAY CONCERN: Please note the following new addresses assigned to recently approved preliminary plats, final plats and short plats in the City of Renton. You should add these addresses to your databases. Attached new preliminary plats and short plats: Briere Creek Preliminary Plat PP-Gil- 131 Briere Preliminary Plat f P-aq-003 Candlewood Short Plat $0-oo-o31 Chow Short Plat 5HP— gq-011 qg ��` City View Short Plat SkiP-q$- 11.3 Clover Creek/Labrador Preliminary Plat PP- Conrad Short Plat Elizabeth Place Preliminary Plat PP-ctq-15a Ernst Preliminary Plat PP-on-►`tS Harrington Square Short Plat slip-q9- 13 — S P_qK iw5Honey Creek Heights II Short Plat Keith Short Plat 5 P- -- Kirkland Court Final Plat FP-19-152- Manson Short Hat 5HP-93-I1S rp-cic\-0V1Maplewood Estates Prelim Plat Miller Short Plat 5 H P- 9a- ov7 SW 4th Place Short Plat Talbor Ridge Final Plat FP- TT -Ib5 Teri Short Plat 5HP_61t_ Ig3 Wells Preliminary Plat ?p_qq- ogq Sincerely, Jan Conklin Development Services Representative Development Services Division Telephone: 425-430-7276 • 1:utilltr: ' 1055 South Grady Way-Renton,Washington 98055 ' y t L: This paper contains SONG recycled material,20%post consumer , !. f r V • S IA 1♦UU S "Ensafzir.x"•'•1"ia 1: Y.�to i �`F'fir I ''e, • • ' 'i/ T�� _ '1 � k Fes'•- �^ • • • • • Q f.: :'S88'57'36"E. •• 230 02' 1 '•2•9026 S8837.36'£ N� ,,(• �, i•= �'J r`J .i4+o29 •l. 3+00 L � ...!44•4.41 i.4�w.s C.J �f •f:Z43.;,1,4,:i 4 .+..'•'`7 .- dM�� + .[r ' + :Y s `a� ' �'1;f-.l.i i ,� R ':•,Ay .Y • '1� " r•7�•:-A-.3i�� ::: -,' .r '1 rr. Ti8'5 ..38...W? "--•-:!-- N.4:, + •�'e-.., s,. y, - . •. • 3 oi. '� V78.` ,. `, 'f' L ' c , .s 1'.• :, AREA TC BE•DEMC TED • •. • �l o f �' FROM ADJACENT'PROPERTY lel % ; r• +' 0 •- "'`O • • �'✓ N4. � OWNERS s 35' UTL. E T�.1 a 1� is • 15.0' • o' r 4 f G9 •4 S88"STJ6 E • J Gs I s • _� �f��'' YO•> C8 w N88'57'36"W� , ,213?0 .., .%:-.,. r..- ;++ H� k�,: 0 h 78.00' ! S88S736'£ / 1 • v1 .4 1 2 7.89'. 4V r / ° , 10 0; -T W • - :. L25.0' Un £SM'T /dry C 49.30' r 9A5 • o n h �/�. , '•N 69 06'17' w' , Q . N M 9 f0 0, 4 _ y0 (,.J . Q• ,r fy/ �7f - _ �� m i0 ,C • / �I - -N8ro4•e4'E- 41.75� C2 I w v� • L4 Ng1 v4'04. C L2 `f • - - - - 1 Z — ' C4 N89'06'17"W • in 5 - ' - ;off - 1 W ' to I 9. o A �. .O 7 o , ^ � of ' hi h ✓d • e r • ,• t - - - J .. J a • !v Z FOUND REBAR ,�GQ CAP S89'06'17"E 260.03' g c or • o PI 260.03 Vr ;. - • 260.0J• N89196'17'W • 520.06'‘1 0UND REBAR & • NW .2n d STREE•T. :4., ,CAP. • • ' 1.c •:(S 132n d.,:STREET).- , ,.z .1w ,'s;,, asYa a~rI PY ; .•.•a+.s° � t 1 L •f ti. y•. '• t vh_4 L.�� •71. •(C','•f.. t v-. s•ti t 5. .t �J '.,�. • r. ,' ~:' �f • ":. . A . 8 •+ tir 1't�r % . lli.•i , fie ,/I 1: •ID i ri.-(Z ,i -, 4 '.t f •'1. : is 5 .. ?, , - f . •w t - '•1"- 1:-✓. • it - f+: • fi�"417i 7,-.• •, .•A r tit ` f t' , e t- , f :•(�^, t, K:9t I c.. ��,r.'1` • 4' t �%. •'.•,:, .,A • 4«• r may N.1 't '.R,� ' .,�e ,^i•.1 e, • . '. .w '5 ) c par • ...6.' :4:•-J::'i !••:.i�.�,,r.e.ti~i ..47 k15-n"',1'...h `'f'S;e".:L:1•Y ':I R��1.c.,t :N V w • .. •,•.•-• •,+y..<r. ,-• .r •�.• ?.� . � .�.`� ,,, J (_/ ocIcIO—O3/o e. -/ 7 3 • Return Address: City Clerk's Office City of Renton 1055 South Grady Way Renton, WA 98055-3232 20000201000003 PAGE 001 OF 002 02/01/2000 08:33 CITY OF RENTON AG 9.00 KING COUNTY, WA Sanitary Sewer Extension Agreement Property Tax Parcel Number: 420440-0310 Project File#:LUA-098-173,City View SP Street Intersection: NW 2nd Street&Stevens Ave NW Grantor(s): Grantee(s): 1. Cambridge Homes NW,Inc. a 1. City of Renton, a Municipal Corporation Washington corporation LEGAL DESCRIPTION: Lot A, City of Renton Lot Line Adjustment No. LUA-99-020-LLA Recorded under King County Recording No. 19990826900005. The Grantor,as named above,for or and in consideration of the City of Renton Wastewater granting a permit to connect to a sanitary sewer in Lind Avenue NW for the above described property; "The owner(s)of the above-described property,their successors,heirs and assigns,hereby agree and covenant the following o conditions: 0 1. To participate in,sign a petition in support of,and accept any Local Improvement District(LID), 0 2. To participate in or sign a petition in support of any other City-initiated proposal,other than an LID,and pay their fair share thereof, 3. Otherwise financially or physically participate in any proposal,City-initiated or otherwise, for the purpose of extension of a sanitary sewer main in S 132nd Street[NW 2nd Street]when required by the Renton Subdivision Ordinance or as directed by the Administrator of Public Works. Despite the language in City Code Section 8-5-2(d)the undersigned may be required to participate in or connect to a sanitary sewer,even if such sewer is installed by a developer for the purpose of meeting platting requirements and the undersigned is not an owner within the confines of said plat. IN WITNESS WHEREOF,I have hereunto set my hand and seal this day of O 74ffv14Pf ,2000. LIB ‘--1) . H:\DIVISION.S\PROPSERV\FORMS\City View TSA.doc\bh Page 1 II A Notary Seal must be within box STATE OF WASHINGTON )SS COUNTY OF KING ) a000 I _ _ -A, On this I Ot'day of , S ,before me personally appeared MARILYN KAMCHEFF ► - -4L e n L 1 • i -�-e - to me known to NOTARY PUBLIC ► be of the corporation that STATE OF WASHINGTON , executed the within instrument,and acknowledge the said instrument to be the free CQMMfSSION EXPIRES • and voluntary act and deed of said corporation,for the uses and purposes therein JUN 29, EXP ► mentioned,and each on oath stated that he/she was authorized to execute said __ _ _ T •2003 instrument and that the seal affixed is the corporate seal of said corporation. � �NotrYb Yand for the State of W shington Notary(Print) My appointment expires: MARILYN KAMOHEFF Dated: 11 Pi _0 0 O O O d N O O O O H:\DIVISION.S\PROPSERV\FORMS\City View TSA.doc\bh Page 2 fig- I73, SkP1 BOARD OF PUBLIC WORKS 8:30 a.m. Renton Municipal Building Wednesday, October 27, 1999 6th Floor Conference Room IN ATTENDANCE: Jana Hanson, Chairman Larry Meckling, Building Official, absent Dave Christensen,Utilities Systems Jim Gray, Fire Prevention Dennis Gerber, Police Paul Lumbert, Board Coordinator Mickie Flanagan, Recording Secretary VISITORS: Jim Hawley, Sierra Court Short Plat Tom Brown, Windwood Subdivision Tom Touma,City View Short Plat Sylvia Short Plat MINUTES 1. CALL TO ORDER: Chair Hanson called the meeting to order at 8:30 a.m. 2. APPROVAL OF MINUTES: Moved by Gerber,seconded by Gray to approve meeting minutes dated, October 13, 1999. Motion Carried. 3. REQUESTED ACTION: • ON-SITE DEFERRAL, SIERRA COURT SHORT PLAT, 1700 Block of Union Ave. N.E. - applicant requests a deferral for the installation of asphalt surfacing and landscaping. Action: Moved by Christensen,seconded by Gerber to grant a deferral for 6 months for the following items: 1) Installation of the 2"base course of asphalt (ATB) on the private access road; 2) final lift of asphalt(2" Class B); 3) fencing on-site; and 4) landscaping, subject to the following condition: Applicant shall post a letter of credit or other acceptable PP security device in the amount of$17,600.00, which is 150%of the cost of the improvements. Motion Carried. • ON-SITE DEFERRAL,CITY VIEW SHORT PLAT,N.W.2nd Pl..and Lind Ave.N.W. - applicant requests a deferral for curb, gutter, paving, , 1-) sidewalks, storm drainage and street lights. CNt Discussion: The questions arose as to whether the County has reviewed the plans, and would they allow a deferral? Board of Public Works October 27, 1999 Page 2 Action: Moved by Christensen,seconded by Gray,to table this review until a determination can be made as to whether King County or the City has the authority to defer the improvements on S. 132nd St. (County designation), or otherwise known as N.W. 2nd St. (City designation). Motion Carried. • ON/OFF-SITE DEFERRAL, WINDWOOD DIVISION I, N.E. 4th St. (5900-6000 Block) - applicant requests a deferral of sidewalks and final lift of asphalt. Action: Following a brief discussion, it was Moved by Christensen,seconded by Gerber to grant a deferral for a period of 6 months to complete sidewalks, final lift of asphalt(2"Class B), fine tuning details of the detention pond, and storm sewer/water main completion in N.E. 4th PI. to N.E. 5th/Quincy Ave., subject to the following conditions: 1) That the sidewalk improvements be installed in front of the homes prior to occupancy; and 2)that a security device be posted in the amount of$143,150.55 (150%of the cost of improvements). Motion Carried. • OFF-SITE DEFERRAL, SYLVIA SHORT PLAT, Renton Ave. S. and S. 7th St. - applicant requests a deferral for curb, gutter, sidewalks, storm drainage, street paving and street lights. Discussion: The Board has concerns with the steep slope (23%)on S. 7th St., storm water run off entering the lots due to the slopes and lack of sidewalks on the plats adjacent street frontages and the fact that it also slopes to the south. Action: Moved by Christensen,seconded by Gerber to deny the request for deferral of street widening, installation of curb, gutters and sidewalks, storm system and street lights along S. 7th St. and Renton Ave. S. Motion Carried. 3. ADJOURNMENT: Chair Hanson adjourned the meeting at 9:15 a.m. �• CIT . OF RENTON Hearing Examiner Jesse Tanner,Mayor Fred J.Kaufman September 28, 1999 Mr. Gerald Rieker 11017 101st Place NE Kirkland, WA 98033 Re: City View Short Plat FILE No. LUA98-173,SHPL-H Dear Mr. Rieker: The Examiner's Report and Decision on the above referenced matter, which was issued on August 3, 1999, was not appealed within the 14-day 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. Kaufman Hearing Examiner FJK/mm cc: Jennifer Henning Sandi Seeger, Development Services 1055 South Grady Way- Renton, Washington 98055 - (425)430-6515 • Sandee McGann R R O M L5 R -� 304 N.W. 2nd St. D LS IS U Renton,Wa. 98055 SEP271999 I/ Mr.Gerald Rieker CITYOFRENTON 11017 1 01 s t P1 N.E. HEARING EXAMINER Kirkland,Wa. 98033 City View Short Plat Re: Your letter to Mr.Kaufman,dated September 1st-1999 Mr. Rieker, I;m guessing that you,and others in city planning,who used protect you and your activities on this hillside,were wishing that perhaps, I had disappeared.Not in your dreams,Mr. Rieker, will I disappear,as long as your project; and your blatant disre- gardfor my neighborhood continues to exist ! Your letter,many months ago addressed to "Dear Neighbor" ,was enough to make me vomit!Mr. Rieker, you are no neighbor of mine! You and your son are both liars and bullshit artists.For instance in the last paragraph in your letter to Mr.Kaufman,you stated that Cambridge Homes N.W. has tried to minimize the impact to surrounding properties.Do you consider stripping all the vegeta- tion, regrading the land, filling in the previously dug retention ponds, and leaving a "dirt mound"to the west, steep slope of my property,as a way to minimize impact to surrounding properties? Your second sentence in the above mentioned paragraph. "We are always more than willing to work with any property owner to ass- ure that any accidentally caused damage is repaired immediatly. On the day before Thanksgiving,when your useless "mound of dirt gave way,causing the washout of my driveway,that_ I have spent countless hours of my time,and loads of gravel over the years, sending it,along with a great deal of debris from your property above,nearly makeing our street impassable, and costing the City of Renton hours of evening overtime to clean up.Where were you then,Mr.Rieker?I can tell you where your son was.And that was hytailing it out of the area as fast as possible!The next day when you and your son showed up at 11 :00 A.M. with your two shovels to solve the problem, I specifically asked if he was going to return to finish the job of fixing my driveway,and was told yes.And Mr. Rieker,as you might recall, Iwas pretty damn nice,and understanding toward the both of you considering all the crap Ihad been though because of this .Who was it Mr. Rieker, who spent my holiday weekend time, filling in the trenchs, and replacing the gravel in my driveway and removing the debris? That was "ME",Mr. Rieker!All I got from your son,when I demanded that he meet with me in "January, two months later,was that he was not about to fix it, "in case it happened again."Is this what you consider more than willing to work with any property owner that your damage is repaired immediately?Did you bother to come back after that incident,and take steps to insure this would not happen again?NO!You never even bothered to hydroseed the property by the city mandate of October 1st-1998.Not until this neighborhood was fed up with your drainage water, taking our page 2 problems to the city council,did you take any preventative actions.And only because you were forced to.You may have been able to grease the palms of certain people in planning and development,but the mayor of this city will never be bought by the likes of you! When you slaughtered all the old growth maples in the neigh- borhood, last winter,dropping the debris into my yard and the Sharazi properties below,did you bother to clean it up?NO! A month or more after the fact,your son told me that it would be cleaned up when it was cost effective!Needless to say, countless hours of my time was spent removeing this debris from my area and from the Sharazi property directly below my retaining wall. Aparently it is not yet cost effective for you Mr.Rieker, to re- move the debris,as thier is still tons of it left below thruout the Sharazi properties,just waiting to become a major fire haz- ard. Since early spring of 1998 you have turned our once peacefull neighborhood into a weekend hell with your crashing,bashing, and smashing,because you obviously can not afford to rent equip- ment, and hire operators,at weekday prices.Perhaps this "insig- nificant"dead end neighborhood" could visit your "significant dead end neighborhood" and return the favor some day. I 'm sure that you and your significant neighbors would have us beheaded by the City of Kirkland,after ten minutes of getting a taste of your own medicine! Now Mr.Rieker,you are determined to use our little "COUNTY" road as your heavy eqiupment, load and unload zone,as early as 5:45 A.M.on a Saturday morning, to work on your properties on N.W. 2nd Pl. , leaving dirt and tree debris,and causing more damage to our already abused road,that took years of fighting for, to finally get the "COUNTY" to repave. Yes,Mr.Rieker,your concern for our neighborhood has truly ben overwhelming! I 'm here to tell you Mr. Rieker,that if your "concern" leads to even the slightest of damage to my property in the future, I am prepared to take your butt to court, and fight you till my dieing day.And on that day, I ' ll go with the satisfac- tion of knowing, that people like you,always get whats coming to them.Have a nice day. Sincerely, Sandee K. McGann cc: Parties of record (t4 CIT OF RENTON ..LL Hearing Examiner Jesse Tanner,Mayor Fred J.Kaufman September 7, 1999 Gerald Rieker Jennifer Henning 11017 101st Place NE Neil Watts Kirkland,WA 98033 Development Services Division 1055 S Grady Way Renton,WA 98055 Re: Request for Reconsideration of City View Short Plat File No. LUA98-173,ShP1-H Dear Mr. Rieker,Ms. Henning and Mr.Watts: This office received your separate Requests for Reconsideration and sent those requests to all parties of record for their review. After a review of the record,the requests and any responses, this office believes that clarification of Condition No. 11 is warranted. The condition was meant to apply to those portions of the site that will not be part of roads, building footprints or driveway or utility corridors. It was not intended to require waste by replanting and then clearing areas that will be subject to construction. This office will not alter the rest of the decision. Generally,the staff report indicates an applicant's agreement to comply with the conditions imposed by the ERC. That agreement was absent from this analysis. Due to the unique location, extremely steep topography,exacerbated drainage problems and what may be described as negligent work that has already occurred,the conditions imposed appear reasonable at this juncture. If this response does not meet the concerns of all of the parties to this proceeding,an appeal to the City Council may be filed within fourteen days of this decision. Parties may also contact this office in writing with any additional information they wish to provide. Sincerely, Fred J. Kaufman Hearing Examiner cc: Parties of Record 1055 South Grady Way - Renton, Washington 98055 - (425)430-6515 Ink I. 5. gteteS. gf. Ricker 11017 - 101st PC NICE Kirkland, WA 98033 CITY OF RENTON September 1, 1999 1 :30 pm D N@ROWN SEP011999 Mr. Fred J. Kaufman RECEIVED City of Renton SEP 2 1999 J CITY CLERK'S OFFICE 1035 S. Grady Way Renton, WA 98055 pip HFJIRIIf6 EXAMINER Re.: Request for Clarification of City View Short Plat Decision. File No. LUA98- 173,ShPl. Dear Mr. Kaufman, In addition to our letter of request dated August 10, 1999, which was delivered to your office on August 11, 1999, I would like to provide you with some additional information regarding some of the statements made by Mrs. Sharazi, which were made at the Short Plat Hearing. Cambridge Homes N.W. Inc. obtained verbal permission from Mr. Sharizi to top some trees on their property. We then proceeded to top eight or nine located on the Sharizi property. We have very reliable witnesses, one being a City of Renton employee, who will attest that Mr. Sharizi granted us permission to top trees on their property. In the summer of 1998, The Sharizi's hired a bulldozer to level a large section of their property without a permit. This disturbed an underground aquifer causing untold water management and drainage problems. Cambridge Homes N.W., Inc. has tried to minimize the impact to surrounding properties. We are always more than willing to work with any property owner to assure that any damage that we accidentally cause is repaired immediately. Sincerely, Gerald L. Rieker, property owner ►fit rrrig .. . ,, • . is s. ;� i August 26th, 1999 AtE 0 1999 Mr. Fred Kaufman ;;1.� ;7 NER City of Renton Hearing Examiner 1055 S. Grady Way Renton, WA 98055 RE: City View Short Plat - Response for request of appeal File No. LUA-98-173,Sh,P1,H Mr. Kaufman, I am responding to the items in question from the enclosed letter dated August 10th, 1999 from Gerald Rie(r)ker. Item 2: I feel a signed legal document accepting the conditions is in order as other verbal and written warnings from the city to the developer of this site have gone unheeded. Item 7: The developer and everyone living on NW2nd/S 132nd and NW 2nd P1. know the storm water is a major problem. The recent thunder storms earlier this month washed large amounts of earth down both streets all the way down to Taylor Avenue. The fall rains will only bring more misery for everyone living on these streets. While the damage to the vegetation at the site is done, a long term drainage plan is the solution. I agree with the city that a bond to cover the costs of drainage must be posted before any more development on the site is authorized. City engineers can design a system for the worst case scenario and require a bond be posted for the cost of the work. Item 11: The "Demolition Permit" secured from the city was to remove the existing foundations on the site. However, the entire site was cleared and drainage areas were filled contrary to the permit. Restoring the sensitive slopes (unbuildable) areas prior to construction would at least alleviate some of the water problems while the homes are being built. Even Mr. Rie(r)ker makes no guarantee the site will be restored. I quote from his letter, "We anticipate that replanting of the site will occur". Item 11 should stand as written. Item 12: Again the storm water problem will be a long term problem as stated in Item 7. Therefore, a long term bond or lien needs to be in place to cover the costs of future drainage needs. Thank you for the opportunity to comment. Re e tfully subm. ted, Da Helgeson 8805 S. 132nd, Renton August 18, 1999 CITY OF RENTON Mr. Fred Kaufman AUG 2 31999 City of Renton Hearing Examiner r{ VF 1055 South Grady Way RECEIVED Renton, WA 98055 CITY CLUSK'S OFFICE Dear Mr. Kaufman, Thank you for a copy of the letter from Mr. Rieker dated August 10, 1999. I would like to state my agreement with your initial determinations in regards to the City View Short Plat dated August 3, 1999. Item 2. "The applicant shall sign a legal document that accepts the conditions imposed by the ERC. The application shall be resubmitted showing a plan that complies with the condition imposed by the ERC in all particulars." I believe that Mr. Rieker has a proven track record of violating the rules and regulations that have been set forth in the past regarding his project. If you require him to sign an agreement acknowledging that he understands and accepts the conditions set forth then he can not argue their merit at a later time. He must be obligated to acknowledge his responsibilities prior to continuing on his project(Mr. Rieker has been cited for various violations at this site). This document will make him more responsible to complete his project within the guidelines agreed upon. Item 7. "The applicant shall post a bond or other assurances acceptable to the City Attorney in an amount sufficient to allow the City to have site alterations made to fix any unanticipated storm water problem". Again the evidence of storm water damage to his site and adjacent properties has been evident. This was brought up in the hearing by the city representative and agreed on by all parties attending. By compelling him get a bond that would cover the cost to the city for additional storm water problems is prudent based again on his disregard for all of the property owners near his site. This will protect all of the interested parties as well as the City should more damage occur. Item 11. "The applicant shall be required to replant both the subject site and restore vegetation in kind to that removed, destroyed or injured on any adjacent property". Mr. Rieker admits that he removed appreciable vegetation from my property, however; he states that it was done with consent or verbal approval. This is not true. He was not given any permission either written or verbal to destroy my property and he is well aware of that fact. He has only once again shown his disregard for the rights of others. In the process of removing my trees he has caused instability on the hillside. He has not shown any concern as a responsible person to correct, repair or replace any of that which he destroyed in a sole effort to obtain a greater view for his property. The requirements that you have imposed are only being cautious based upon the history that Mr. Rieker himself has created. Sincere , • JI:A11--141'e Elaine Shirazi 4 © CIT1 )F RENTON mal Hearing Examiner Jesse Tanner,Mayor Fred J.Kaufman August 17, 1999 To: Parties of Record Re: Request for Clarification of City View Short Plat Decision File No. LUA98-173,ShP1 This office has received the attached letter of reconsideration regarding the above matter. Before making any decision on this request, this office would like to give all parties of record an opportunity to review the request and submit their written comments. Comments are due not later than 5:00 p.m. September 2, 1999. After that date and considering any additional submissions by any of the parties, this office will consider the matter and render a decision. If this office can be of further assistance, please feel free to write. Sincerely, Fred J. Kau man Hearing Examiner 1055 South Grady Way - Renton, Washington 98055 - (425)430-6515 This paper contains 50%recycled material,20%post consumer ITY OF RENTON 4;33 p."^• AUG 1 7 1999 RECEIVED CITY OF RENTON CITY CLERK'S OFFICE PLANNING/BUILDING/PUBLIC WORKS DEPARTMENT MEMORANDUM DATE: AUGUST 17, 1999 TO: FRED KAUFMAN, HEARING EXAMINER FROM: JENNIFER HENNING NEIL WATTS SUBJECT: RECONSIDERATION REQUEST CITY VIEW SHORT PLAT, LUA-98-173 We hereby requesting reconsideration of several of the conditions established in your decision of the above listed project. 1. The applicant shall comply with the Conditions imposed by the ERC. No change requested. This is a standard short plat requirement, and imposes all the conditions and mitigation measures from the ERC decision on the short plat. These are now a legal requirement of the project, and must be adhered to by the applicant or future property owner. The short plat cannot be recorded unless these conditions are met. Future violations would be handled through the regular City enforcement process. No additional measures are necessary on this item. 2. The applicant shall sign a legal document that accepts the conditions imposed by the ERC. The application shall be resubmitted showing a plan that complies with the conditions imposed by the ERC in all particulars. No further development, grading or any other work shall occur until the applicant complies with these conditions. Hydroseeding and necessary stabilization of any disturbed portions of the site may be done but shall be done only under the complete supervision of the City. We strongly urge that this condition be deleted in its entirety. No prior short plat or Hearing Examiner approval has this requirement. Condition #1 already appropriately addresses this issue. This condition also requires compliance with all the ERC conditions prior to issuance of any construction permits to develop the short plat. As a practical matter, most of the ERC conditions pertain to construction activities (erosion control), building requirements (geotech report), or mitigation fees which are paid prior to recording. This condition as worded stops the developer from developing the improvements necessary to complete the short plat. An added consequence is that the condition precludes the applicant from addressing drainage concerns in the area before this winter. Construction of the plat improvements before winter will greatly reduce potential drainage problems to off-site properties. AUGUST 17, 1999 PAGE 2 3. The applicant shall comply with the mitigation measures required by the ERC. We request that this condition be deleted, as it is already addressed in Condition #1. 4. The applicant shall establish and record a Native Growth Protection Easement (NGPE) on the face of the short plat in order to protect steep slope areas greater than 40%. The applicant shall draft NGPE language and submit it to the City of Renton for review and approval of the City Attorney prior to recording of the short plat. We request that this condition be modified to state that the NGPE language be approved by the Development Services Division. Standard NGPE language has been previously approved by the city Attorney. Additional review by the City Attorney is unnecessary. If alternate language or format is proposed by the applicant, then staff routes the NGPE to the City Attorney for his/her approval. 5. The applicant shall establish a homeowners association or maintenance agreement for the maintenance and repair of any common improvements, including the on-site drainage system. The applicant shall provide to the Development Services Division project manager and City Attorney draft language for the maintenance agreement/homeowners association for review and approval prior to recording of the short plat. No revisions requested to this condition. 6. The applicant shall provide home sprinkler systems as determined by the Fire Department. No recommended revisions to this condition. 7. The applicant shall post a bond or other assurances acceptable to the City Attorney in an amount sufficient to allow the City to have site alterations made to fix any unanticipated storm water problems. The bond shall run for not less than five (5) years. We recommend deletion of this condition. If there is off-site damage caused by the owner(s) of this property, it can be addressed through the standard enforcement process. Posting of a bond for unanticipated costs would not simplify the enforcement process if such an event occurred. 8. The applicant shall create a rock boundary just outside the Native Growth areas and this shall be noted on the face of the plat. The note shall indicate no clearing or alterations may occur upslope of this rock-delineated boundary. No recommended revisions to this condition. 9. The City shall be granted an easement to the storm water system to allow inspection and, if necessary, maintenance. No recommended revisions to this condition. 10. The City shall have the legal ability to do the maintenance work and take out liens or bill back the homeowners for any work the homeowners fail to properly perform. AUGUST 17, 1999 PAGE 3 No recommended revisions to this condition. 11. The applicant shall be required to replant both the subject site and restore vegetation in kind to that removed, destroyed or injured on any adjacent property. We respectfully disagree and strongly urge that this condition be deleted in its entirety. The condition seems to have no relationship to the platting of this property. The site was cleared under issued permits for the site, although the work exceeded the boundaries anticipated by City staff. Enforcement action was taken on this matter, and has been completed. A bond was posted with the City to replant the site in its entirety, if the short plat was not completed. Replanting the site, to only reclear the site for short plat development would be counterproductive. The tree cutting on the adjacent property is a civil matter not related to this short plat request. 12. The applicant shall execute a legal restriction that ties the subject site and any off-site parcels providing the necessary storm water system that serves the subject site. Such agreement shall be subject to review and approval of the City Attorney. We request deletion of this condition. The earlier conditions regarding an easement, and short plat condition allowing City maintenance of these facilities is sufficient. The legal restriction would be the easement already required for the detention system outside of the short plat boundaries. 13. Staff shall maintain the discretion to detail the location and design of detention swales constructed on the site as construction and grading of the site progresses. Please delete the word "detention" from the condition. The swales in question are conveyance and collection swales, and are not intended for detention. 14. The applicant shall submit street and easement dedications to the City Council for adoption. While we have no objection to the intent of this condition, we recommend deletion of the condition. These dedications are a standard part of the short platting process, and must occur to comply with the short plat as proposed and approved. No additional short plat is necessary. • CITY OF RENTON AUG 1 1 1999 August 10, 1999 RECEIVED • Mr. Fred Kaufman CITY CLERK'S OFFICE City of Renton Hearing Examiner 1055 South Grady Way Renton, WA 98055 RE: City View Short Plat—Appeal City Examiner Decision,dated August 3, 1999 File No.LUA-98-173,Sh-PI,R Dear Mr.Kauft an: Pursuant to receipt of your decision with respect to the above referenced project,we request clarification to items 2,7, 11 and 12. item 2. "The applicant shall sign a legal document that accepts the conditions imposed by the F:RC. The application shall he resubmitted showing a plan that complies with the condition Imposed by the J RC in all particulars." We arc at loss as to what legal document would be required other than final approval of tine short plat improvements plans by the City staff.Normally,the staff approves the construction drawings in accordance with the ERC conditions and other City Code requirements. What new application is required?The application submitted and presented to you and the public is the only application required under the City Code. Item 7. "The applicant shall past a bond or other assurances acceptable to the City Attorney in an amount sufficient to allow the City to have site alterations made to fix any unanticipated storm water Problem." his difficult to bond for site alteration based on unanticipated storm problem.Normally,a maintenance bond is posted for one year before the City accepts the plat improvements for maintenance by the City. We request clarification as to the need and importance of this bond. item 11. "The applicant shall be required to replant both the subject site and restore vegetation In kind to that removed, destroyed or injured on any adjacent property" Arc we to understand that you require the applicant to replant the subject site and clear it later on when the plat improvements and houses are constructed? The entire site was hydro-seeded when the foundations were removed from the site under the"Demolition Permit" secured from the City. We anticipate that replanting of the site will occur as new houses are developed within the subject short plat. We assure you there were no appreciable vegetation removed from adjacent properties without the consent and verbal approval of adjacent property owners. We believe this condition does not relate to our short plat. We request this condition to be deleted. Mr. Fred J.Kaufman ,August ltl, 1999 City of Renton Rearing Examiner Item 12. "The applicant shall execute a legal restriction that ties the subject site and any off-site parcels providing the necessary storm water system that serves the subject site. Such agreement shall he subjer I la review and approval by the City Attorney." This condition is similar to Item 9, The casement to be granted to the City w Ould provide adegnate legal document to proside for construction and future maintenance of both site and off-site runoffs. We ropiest this condition to be deleted. Sincerely, Gerald Ricrker 0..net- AFFIDAVIT OF PUBLICATION NOTICE OF ENVIRONMENTAL Charlotte Ann Kassens first duly sworn on oath states that he/she is the Legal Clerk of the DETERMINATION ENVIRONMENTAL REVIEW COMMITTEE RENTON,WASHINGTON SOUTH COUNTY JOURNAL The Environmental Review Committee (ERC)has issued a Determination of Non- Significance - Mitigated for the following 600 S. Washington Avenue, Kent, Washington 98032 project under the authority of the Renton Municipal Code. a dailynewspaper seventimes a week. Said newspaper is a le al CITY VIEW SHORT PLAT published (7) g LUA-98-173,SHPL-H,ECF newspaper of general publication and is now and has been for more than six months The applicant proposes to subdivide a prior to the date of publication, referred to, printed and published in the English language 1.76 acre property into eight(8)residential building lots. Project requires environmen- continually as a daily newspaper in Kent, King County, Washington. The South County tal review and short plat review by the Journal has been approved as a legal newspaper by order of the Superior Court of the Hearing Examiner. Location: Lind Ave.NW State of Washington for KingCounty. and AppealsW 2nd Place. g Y of the environmental determina- The notice in the exact form attached, was published in the South County tion must be filed in writing on or before Journal (and not in supplemental form)which was regularly distributed to the subscribers 5:00 PM July 6, 1999. Appeals must be duringfithe below statedperiod. The annexed notice, a $75.00led in writingap togethern with the requiredHai application fee with: Hearing Examiner, City of Renton, 1055 South CityView Short Plat Grady Way, Renton,WA 98055.Appeals to the Examiner are governed by City of Renton Municipal Code Section 4-8-11B. as published on: 6/21/99 Additional information regarding the appeal process may be obtained from the Renton City Clerk's Office,(425)-430-6510. The full amount of the fee charged f aid foregoing publication is the sum of$54.63, A Public Hearing will be held by the charged to Acct. No. 8051067. Renton Hearing Examiner at his regular rgmeeting in the Council Chambers on the seventh floor of City Hall,July 13, 1999,at Legal Number 6258 9:00 AM to consider the SHPL. If the Environmental Determination is appealed, the appeal will be heard as part of this pub- ega Clerk, o ty o al lic hearing. Interested parties are invited to attend the public hearing. Publication Date: June 21,1999 Published in the South County Journal Subscribed and sworn before me on this day of u---* 19 June 21, 1999:6258 `O00 R0,,i' Notary Public of the State of Washington • • residing in Renton `3 1'1' King County, Washington '.o Pi-an. • w C IT RE ' TON ..11 i' Planning/Building/Public Works Department J e Tanner,Mayor Gregg Zimmerman P.E.,Administrator July 8, 1999 Mr. Tom Touma Touma Engineers 6632 South 191st Place, Suite E-102 Kent, WA 98032 SUBJECT: City View Short Plat Project No. LUA-98-173,SHPL-H,ECF Dear Mr. Touma: This letter is to inform you that the comment and appeal periods have ended for the Environmental Review Committee's (ERC) Determination of Non-Significance - Mitigated for the above-referenced project. No appeals were filed on the ERC determination. This decision is final and application for the appropriately required permits may proceed. The applicant must comply with all ERC Mitigation Measures. A Public Hearing will be held by the Renton Hearing Examiner at his regular meeting in the Council Chambers on the seventh floor of City Hall, 1055 South Grady Way, Renton, Washington, on July 13, 1999, at 9:00 AM to consider the Short Plat (SHPL). The applicant or representative(s) of the applicant is required to be present at the public hearing. If you have any questions, please feel free to contact me at (425) 430-7286. For the Environmental Review Committee, kr Jennifer Toth Henning Project Manager cc: S. McGann; E. Melcher; T. Feaster; K. Lang; D. Helgeson; S. Roedder II Mr. & Mrs. Gerald Rieker/Owners FINAL 1055 South Grady Way - Renton, Washington 98055 ®This paper contains 50%recycled material,20%post consumer C[TYdF RENTON CURRENT PLANNING DIVISION • AFFIDAVIT c F S�F'tVIGI= �Y MAI1LtIVG. On the 1 day of ILLA.y , 1999, I deposited in the mails of the United States, a sealed envelope containing Re P o,A 'to kirte ttee►vivk l..a.iM t vNe r documents. This information was sent to: Name Representing —To vvn To uvwo.. Gem ld tRteker ma t-t- Jacobs tht is Clark. NI\t vIVA Pilerset Ste0Nev, Qoeci•der Vkr t YWrs • gave 1 esovl Kc 4AV- i� -Town rec.s Cer +nnr avid M.4s. t*tattti 'Re(ctter SOYtde . t id n v r (Signature of Sender) Su J • SGe r eY STATE OF WASHINGTON ) SS COUNTY OF KING ) 11 I certify that I know or have satisfactory evidence that c0/9-Tu ,a.. �J �e �-c signed this instrument and acknowledged it to be his/her/their free and voluntary act for th uses and purposes mentioned in the instrument. r�J MAiit._ - s v rq I FF Notary Public40 and for the State of Washing./ NOTARY PUBLIC STATE OF WASHINGTON Notary (Print) MARILYN KAMC.IFFF COMMISSION EXPIRES My appointmertrt*IP OINTMENT EXPIRES:6-24l JUr?,?. ^'j, 2003 Project Name: VIC W S(love Project Number: LUA•ge,• 1"13 shPI, ECt NOTARY.DOC ip• 410 NO7CE . ENVIRONMENTAL DETERMINATION POSTED TO NOTIFY INTERESTED PERSONS OF AN ENVIRONMENTAL ACTION PROJECT NAME: CITY VIEW SHORT PUT PROJECT NUMBER: LUA416.173,SHPL•H,EGF The applicant,Gerald Ricker,proposes to subdivide a 1.76 acre property Into eight(8)residential building lots. New parcels would range In size from 6,710 sq.8.to 12,340 sq.n.Steep areas on the east portion of the site would be preserved as a Native Grow Protection Easement.Access Is proposed from Und Ave.NW end NW 2' Place.Project requires environmental review and short plat review by the Hearing Examiner.Location:Und Avenue WAN and NW 2nd Race. THE CITY OF RENTON ENVIRONMENTAL REVIEW COMMITTEE (ERC) HAS DETERMINED THAT THE PROPOSED ACTION DOES NOT HAVE A SIGNIFICANT ADVERSE IMPACT ON THE ENVIRONMENT. Appeals of the environmental determination must be filed In writing on or before 5:00 PM July 6,1999. Appeals must be filed in writing together with the required$75.00 application fee with:Hearing Examiner,City of Renton,1055 South Grady Way,Renton,WA 98055.Appeals to the Examiner are governed by City of Renton Municipal Code Section 4-8-11B.Additional information regarding the appeal process may be obtained from the Renton City Clerk's Office,(425)430-8510. A Public Hearing will be held by the Renton Hearing Examiner at his regular meeting in the Council Chambers on the seventh floor of City Hall,July 13,1999,at 9:00 AM to consider the SHPL 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 � e47_ pJV.W....:. w 13 RD :.7 c> i , f 22 , ® w �t Q �� • . ',i„sr . AVEw,. 3, O ' --Q I 2 3 4 jam' Q . in v3 A.W. 2ND a -P af, '`''' : .42:ttli'", 'I--,r#,Arior • 'Tr:- ...-,_-___cc t- , 4 �y t a o., `RENTON :!%yaJ�� itJ 1�l AITM .W.2ND _. `- S. - sl132ND .. I a Sr to s��a l}u INo- ± ® ® S 1 ] ! s� \ ___. 41 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 projeet'NUMBER when'CalEnprfor proper file Identification, ,1 CERTIFICATION • I, , hereby certify that copies of the above document were posted by me in ? conspicuous places on or nearby the described property on Nl U-vl v 2/, / 't 41 y ed: ' dam` dth i , •�P/1 ATTEST: Subcribeda . and sworn before me, a Nortary • , in and e e State of Washington residing in ,d-, ,(L -, , on the icy 7). day of , iie 19` • MARILYN KAMCHEFF 1 NOTARY PUBLIC a STATE OF WASHINGTON COMMISSION EXPIRES MARILYN KAMCHEFF JUNE 29, 2003 MY APPOINTMENT EXPIRES:6-29.03 I 1 I. • •C, 1.4 '3* 144 • ' 1--11\ Ct •••• t., CITY OF RENTON HEARING EXAMINER PUBLIC HEARING JULY 13, 1999 AGENDA: COMMENCING AT 9:00 AM, COUNCIL CHAMBERS, 7TH FLOOR, RENTON CITY HALL Theappijoation(s) listed are in ordef afi application number only and not necessarily the order in which they wilt be beard. Items will be caliid'fot hearing at the discretion of the Heating;Examiner. PROJECT NAME: City View Short Plat PROJECT NUMBER: LUA-98-173,SHPL-H,ECF PROJECT DESCRIPTION: The applicant, Gerald Rieker, proposes to subdivide a 1.76-acre property into eight (8) residential building lots. New parcels would range in size from 6,710 sq.ft. to 12,349 sq.ft. Steep areas on the east portion of the site would be preserved as a Native Grow Protection Easement. Access is proposed from Lind Ave. NW and NW 2nd Place. Project requires environmental review and short plat review by the Hearing Examiner. Location: Lind Avenue NW and NW 2nd Place. PROJECT NAME: Highlands Marketplace Variance (continued) PROJECT NUMBER: LUA-99-072,V-H PROJECT DESCRIPTION: Request for approval of a variance from requirements to provide a sight- obscuring landscape buffer where the Highlands Market Place Shopping Center abuts a residential property. The variance request is limited to the landscape buffer required along the north edge of the stormwater detention pond. The required landscaping was installed on a berm inside the stormwater pond, according to approved plans. However, the plantings failed due to seasonally high stormwater levels and the applicant is therefore requesting a variance from the required landscaping. Location: 4800 NE 4th Street, northeast corner of Duvall Ave. NE and NE 4th St. julypub2 AFFIDAVIT OF SERVICE BY MAILING STATE OF WASHINGTON ) ) ss. County of King ) MARILYN MOSES , being first duly sworn, upon oath, deposes and states: That on the 3rd day of August ,1999, affiant deposited in the mail of the United States a sealed envelope(s) containing a decision or recommendation with postage prepaid, addressed to the parties of record in the below entitled application or petition. Signature: ' l K 11/v( Old SUBSCRIBED AND SWORN to before me this 5rd day of 0 l , 1999. Notary Public Oyi and for the State of Washington, residing at , therein. Application, Petition, or Case No.: City View Short Plat LUA98-173,SHPL-H The Decision or Recommendation contains a complete list of the Parties of Record. I HEARING EXAMINER'S REPORT • August 3, 1999 OFFICE OF THE HEARING EXAMINER CITY OF RENTON REPORT AND DECISION APPLICANT: Gerald L. Rieker City View Short Plat File No.: LUA-98-173,Sh-P1,H LOCATION: Lind Avenue NW and NW 2nd Place SUMMARY OF REQUEST: To subdivide 1.76 acre parcel into 8 lots for single family development. SUMMARY OF ACTION: Development Services Recommendation: Approve with conditions DEVELOPMENT SERVICES REPORT: The Development Services Report was received by the Examiner on July 7, 1999. PUBLIC HEARING: After reviewing the Development Services Report, examining available information on file with the application, field checking the property and surrounding area;the Examiner conducted a public hearing on the subject as follows: MINUTES The following minutes are a summary of the July 13, 1999 hearing. The legal record is recorded on tape. The hearing opened on Tuesday,July 13, 1999,at 9:05 a.m. in the Council Chambers on the seventh floor of the Renton City Hall. Parties wishing to testify were affirmed by the Examiner. The following exhibits were entered into the record: Exhibit No. 1: Yellow file containing the original Exhibit No. 2: Vicinity map application,proof of posting,proof of publication and other documentation pertinent to this request. Exhibit No.3: Zoning map Exhibit No. 4: Short plat map Exhibit No.5: Slope analysis map Exhibit No. 6: Utilities and grading plan Exhibit No.7: Lind Court NW Profile The hearing opened with a presentation of the staff report by JENNIFER HENNING,Project Manager, Development Services,City of Renton, 1055 S Grady Way,Renton,Washington 98055. The applicant requests approval to subdivide a 1.76 acre parcel into eight lots for single family development. The site is located west of Rainier Avenue and has a common boundary with King County and the City of Renton. The streets leading up to this parcel are extremely steep. Lind Avenue NW will be the main access to the site and will be widened Gerald L.Rieker • City View Short Plat File No.: LUA-98-173,Sh-PI,H August 3, 1999 Page 2 and the grade changed to accommodate emergency vehicles. Stevens Avenue to the west of the site is a right- of-way,not improved,and on an extremely steep slope. Portions of NW 2"d to the northeast of the site have been vacated and/or dedicated and the City will not require improvements at this time. The surrounding zoning is primarily residential and the subject site is R-8(Residential—8 dwelling units per acre).The lots range in size from 5,223 square feet to 12,852 square feet and exceed the minimum lot size of 4,500 square feet. The parcels front on a cul-de-sac which is an extension of Lind Avenue NW. Lot 3 has an easement access across Lot 2. This site has steep slopes up to 100%on the western portion of the site. The steepest portion will be reserved as a Native Growth Protection Easement and will not be disturbed or developed. The Environmental Review Committee(ERC)issued a Determination of Non-Significance—Mitigated(DNS- M)with several mitigation measures. The mitigation measures primarily focused on control of erosion and storm water and sedimentation. A geotechnical engineering report was provided from 1978 with updated letters attached documenting the changed conditions on the site and the proposed development. The 1978 report was prepared for a larger project which had foundations in place but was never completed. The ERC is requiring that applicant comply with all the recommendations in the geotechnical engineering report and letters,as pertains to this particular proposal. The contractor is also required to perform daily review and maintenance of all the erosion and sedimentation control measures during construction and submit weekly reports on the status and condition of the erosion control plan to the City's Public Works inspector. The Examiner inquired about the City's monitoring mechanism in light of the enforcement action against the applicant having to do with grading, land clearing and tree cutting violations which occurred on this site in the last year. Ms. Henning explained that a demolition permit to remove the old foundations was granted by the City. In the course of doing that,extensive clearing and grading occurred which was outside the purview of the permit. The policies and procedures of the Public Works inspectors were detailed, including frequency of inspection and notification of and by surrounding neighbors. Further mitigation measures required by the ERC included payment of fire,traffic and parks mitigation fees. Another requirement is the 26 foot widening of Lind Avenue NW from the northern property boundary to a point 500 feet north of the project site. In addition,applicant must construct a permanent collection swale along the lower rear portion of Lots 7 and 8 to prevent additional storm water flow from reaching the adjacent properties. Any of the storm water runoff from the proposed new houses would have to be tight-lined into the new storm water drainage system. There is also a storm drainage system to be constructed to direct runoff from above to the system that is in Taylor Avenue NW. There is an existing water main in NW 2"d Street on the south side of the project. There is insufficient water pressure to serve this site,however, and the project will be served from a system north of the site. The existing water mains in NW 2"d Place are not adequate to serve the proposal, so an 8 inch water main extension along Lind will be required into the short plat and along the frontage of NW 2"d Place. There is an 8 inch sewer main in NW 2"d Place which will serve this plat by way of an extension to the cul-de-sac. The Comprehensive Plan(CP)designation for this site is Residential Single Family and this proposal supports infill development policies. The proposed density of 5.6 dwelling units per acre is within the range of 5 to 8 units to the acre. The subject proposal meets the zoning requirements and subdivision regulations, including lot size, street access,and setbacks. If the applicant wants to avoid providing street improvement on all surrounding street frontages, including NW 2"d and Stevens,they are required to make application to the Board of Public Works for that waiver. The police and fire departments have indicated there are sufficient resources for this proposal. The Renton School District has also indicated there are adequate facilities for the students generated from this project. Gerald L. Rieker • City View Short Plat File No.: LUA-98-173,Sh-PI,H August 3, 1999 Page 3 Staff recommends approval of this short plat, subject to the following conditions: (1)compliance with the ERC's mitigation measures;(2)establishment and recording of a Native Growth Protection Easement on the face of the short plat;(3)establishment of either a homeowners association or maintenance agreement for the maintenance and repair of any common improvements which include the onsite storm water drainage system; (4)establishment of a legal mechanism such as a restrictive covenant to provide for the storm drainage facilities that are offsite. Tom Touma,6632 S 191s`Place,#E-102,Kent,Washington 98032,applicant representative herein, clarified that the east half of Stevens Avenue is a vacated property and included in the boundary of this proposal. He further responded that approval had been received of a lot line adjustment on the property east of the site entrance on Lind. Regarding the grading that was performed on the property,he stated that the foundations were large, a lot of concrete walls and pads had to be removed, and the site was disturbed during that time. As a result of that,mitigation measures have been taken to stabilize the site by hydroseeding and also implementing other erosion features subsequent to the removal. Nancy Melcher, 8801 S 132nd,Renton,Washington 98055,an interested party,stated there is a very steep drop- off on the south end of Lot 5 which is not indicated as a 50%grade on the map,and it goes down on the edge of Lots 6 and 7 also. She further stated that the hydroseeding which had been done to the site had not stopped runoff,and in the last storm water had flowed off the hill and down the middle of NW 2nd Street. Ms. Melcher had several questions pertaining to street vacation, swales,ditches and fencing on NW 2nd Street Elaine Shirazi, 17824 118th Avenue SE,Renton,Washington 98058, owner of three adjoining parcels located downhill from the subject site,stated her consternation regarding the removal and topping of trees by the applicant from her property and the City's property as well as the subject site. This removal was accomplished in areas of over 40%slope and will cause changes in the stability of the hillside. She further described the impacts to her property as a result of this removal,particularly regarding the flooding. She asked for the City's protection from future damages resulting from this project. She further requested an environmental study be required on this site because of the damages already sustained. Margaret Feaster,264 Stevens Avenue NW,Renton,Washington 98055,an interested party,had questions regarding the definition of the Native Growth Protection Area,whether it was the City's designation,and the timing for such a protection. She also expressed concern about the lack of parks to this area and the impact of this proposal on the park system. Tom Feaster,264 Stevens Avenue NW,Renton, Washington 98055,an interested party,had questions about improvements to all streets adjacent to the subject property and was advised that a waiver would be sought from the Board of Public Works because of steep slopes. He asked for further clarification on the location of the swales and was advised they would be located in the south and east portions of Lots 7 and 8. He also expressed his concerns regarding the Native Growth Protection Area. Neil Watts,Plan Review Supervisor,Development Services Division,City of Renton, 1055 S Grady Way, Renton, Washington 98055,explained that the intention of the swale on Lot 7 was to catch any runoff that comes from the yard and basically prevent it from coming on the downhill lot. The swale would be an open depression and would be connected into the drainage system for the short plat. This entire hillside historically has drainage problems,and the purpose of the proposed drainage system is not to solve those problems,nor is it to increase the problems. Mr. Watts described in detail the proposed drainage system, including the measures taken because of the grading alterations and the system for the new short plat itself. City staff would Gerald L. Rieker • City View Short Plat File No.: LUA-98-173,Sh-P1,H August 3, 1999 Page 4 recommend that the detention located off site be dedicated to the City by an easement,but the detention system would still be under the ownership and maintenance responsibility of the homeowners association. Mr. Watts also addressed the issue of the inspection process for construction, including the ERC mitigation measure of daily monitoring on this project. Ms. Henning read into the record the City's definition of the Native Growth Protection Easement. The Examiner called for further testimony regarding this project. There was no one else wishing to speak,and no further comments from staff. The hearing closed at 10:50 a.m. FINDINGS,CONCLUSIONS&DECISION Having reviewed the record in this matter,the Examiner now makes and enters the following: FINDINGS: 1. The applicant,Gerald L.Rieker,filed a request for approval of a 8-lot single family short plat. 2. The yellow file containing the staff report,the State Environmental Policy Act(SEPA)documentation and other pertinent materials was entered into the record as Exhibit#1. 3. The Environmental Review Committee(ERC),the City's responsible official, issued a Declaration of Non-Significance-Mitigated(DNS-M)for the subject proposal. 4. The subject proposal was reviewed by all departments with an interest in the matter. 5. The subject site is located at the southwest corner of the intersection of Lind Avenue NW and NW 2nd Place and is bounded by those two streets on the east and north respectively. The site is also bounded on the west by Stevens Avenue NW and on the south by NW 2nd Street(S 132nd Street in King County) The site is located west and uphill from Rainier Avenue North and west of the Renton Municipal Airport. 6. The subject site is an approximately 1.76 acre parcel. The site has a very irregular eastern boundary. The parcel is approximately 296.10 feet long(north to south)by approximately 260.03 feet wide. 7. The parcel is vacant. The parcel has slopes that approach and exceed 40 percent(40%)along the western half of the site. The remainder of the site also has substantial slopes and some more gentle slopes. A small area in the southeast corner of the site also have slopes in excess of 40%. 8. The subject site was annexed to the City with the adoption of Ordinance 1461 enacted in September 1953. 9. The map element of the Comprehensive Plan designates the area in which the subject site is located as suitable for the development of single family uses,but does not mandate such development without consideration of other policies of the Plan. 10. The site received its R-8(Single Family;Lot size-4,500 sq. ft)with the adoption of Ordinance 4404 enacted in June 1993. Gerald L.Rieker I City View Short Plat File No.: LUA-98-173,Sh-P1,H August 3, 1999 Page 5 11. The City has vacated the eastern portion of Stevens west of the site. 12. The site at one time had a multiple family rezoning designation and a permit to allow an apartment building. The City subsequently down-zoned the parcel to single family uses and the apartment building project was abandoned after its foundation was poured. In removing the apartment foundation, the applicant also removed vegetation from the site on some of the steeper slopes and also disturbed, removed and destroyed vegetation on adjoining third party property. 13. The two roadways which can provide access to the site,Lind and 2nd Place,are both substandard in width. Both streets are developed at less than 20 feet wide and 2nd Place is probably 12 to 15 feet wide. In addition,2nd Place is very steep,exceeding 15%grade. Topography would prevent access to either Stevens west of the site or 2nd Street south of the site. As noted,the City actually vacated a portion of Stevens that ran through the western margin of the subject site. As part of environmental review,the ERC required that the applicant widen Lind to 26 feet for a distance of 500 feet north of the subject site to accommodate emergency vehicles and to serve as the primary access to the site. 14. The applicant proposes dividing the subject site into eight lots. Access to the parcel would be primarily directed to Lind Avenue NW just south of the intersection of Lind and NW 2nd Place. A cul-de-sac would be extended south from the current terminus of Lind. A smooth turning radius would be created between Lind and 2nd Place. The 2nd Place access would be considered secondary. 15. The eight proposed lots will be arrayed around the Lind cul-de-sac. The lots will be numbered counterclockwise starting with Proposed Lot 1 in the northeast corner of the site just west of Lind to Proposed Lot 8 on the east side of Lind. 16. Large portions of Proposed Lots 2,3,4,5 and 8 have slopes in excess of 25%and Proposed Lots 3 and 4 have substantial areas with slopes in excess of 40%. The remaining lots or portions of lots still have slopes ranging from 0.0(zero)to 25%slopes. 17. The creation of eight lots will result in a net density of approximately 5.6 dwelling units per acre whereas the R-8 zoning permits a density range of between 5 and 8 units per acre. 18. Some of the proposed lots are governed by development criteria based on their location, shape or access. Proposed Lot 1 is a corner lot and must be at least 60 feet wide. Proposed Lot 5 is a pipestem lot and the lot area has to be calculated less the area encompassed in the pipestem. Proposed Lot 5 is also located at the intersection of two streets and may be required to provide a turning radius. Proposed Lots 3,4 and 7 each contain slopes in excess of 40%which will be preserved in a Native Growth Protection easement. Proposed Lot 3 will have access via and easement across Proposed Lot 2. 19. The proposed lots range in size from approximately 6,170 square feet to 12, 349 square feet. Their building areas under the Zoning Code may be affected by the pipestem or Native Growth Protection easements. Staff reports that each of the lots will provide a building envelope that can support a single family home,although some of the lots may provide smaller envelopes due to the constraints. 20. Portions of the site where Stevens'right-of-way would be located were it to be rededicated exceed 40%, and staff recommends that no roadway be created. Board of Public Works will need to defer and eventually waive the need to recreate the already vacated portion of Stevens immediately west of the site. Gerald L. Rieker City View Short Plat File No.: LUA-98-173,Sh-P1,H August 3, 1999 Page 6 21. Since this is a short plat any roadways that will be created will have to be brought before the City Council by separate action, since unlike a full plat the Council does not ordinarily deal with short plats. 22. The development of the proposed plat will increase traffic by approximately 76.4 vehicle trips per day or approximately 9.55 trips per home. As indicated, staff believes that the surrounding streets can handle this traffic but access to the site needs improvement so that both residents and particularly emergency vehicles can gain entry to the site and its eight new homes. The applicant will be widening Lind for a distance of approximately 500 lineal feet from the cul-de-sac northward. 23. The development of the parcel will also generate approximately 4 new students. They will be attending the Renton School District and will be assigned across the grades and on a space available basis. 24. The steep topography,the loss of vegetation due to excessive clearing and rehabilitation means that storm water containment and control is a major issue. Staff has indicated that diversion at the lower end of some of the slopes and around homes and the perimeter of the site will have to meet strict standards. Permanent collection swales shall be required adjacent to Proposed Lots 7 and 8. Staff shall maintain the discretion to detail their location as construction and grading of the site progress. In addition,the applicant proposes an off-site detention system. There would need to be specific legal restrictions and the segregation or sale of that parcel since it would serve the continued needs of the subject site. 25. There appears to be a need to clearly mark the boundaries of the Native Growth Protection areas since the ultimate owners need to avoid intruding into that area. CONCLUSIONS: 1. In the main,the proposed short plat appears to serve the public use and interest. If completed it will finally put to rest the development and use of this steep,controversial parcel. At the same time,the applicant hastily removed too much vegetation when removing old foundations and also removed or destroyed vegetation on adjacent property. These actions probably resulted in a loss of not only ground cover but the water-holding capacity of the site or sites since there is less vegetation to draw storm water out of the ground. This will need to be rectified. 2. It appears that access issues have been adequately addressed. The applicant will have to pay an appropriate general fee for the additional traffic that affects the City street system. In addition,the applicant will be responsible for widening a portion of Lind that provides the main emergency access to the site. 3. Storm water on this steep site is a major issue. It appears that sheet flows now affect adjacent downhill properties. Some of these flows were affected by the excessive clearing and grading that accompanied the removal of foundations on the site. Additionally, it appears that the applicant removed or injured vegetation on adjacent property that also affected storm water retention rates. The applicant shall be required to replant both the subject site and restore vegetation in kind to that removed,destroyed or injured on any adjacent property. This would eventually restore,even if it takes a while,the water retention characteristics of undeveloped portions of the subject site and the adjacent,damaged property. 4. The alteration of the contours of the subject site,the change in vegetation load and the development of impermeable surfaces in the form of roads,sidewalks and driveways as well as building footprints will be substantial. It may be possible that these alterations could have unanticipated consequences that will i, Gerald L. Rieker I City View Short Plat File No.: LUA-98-173,Sh-PI,H August 3, 1999 Page 7 require rectifying after the project is built out. Hopefully,over a five year period the normal flows and some additional storm events will have provided sufficient history to allow an assessment of the storm water flows from this site. Therefore,in order to allow necessary review and modifications or fine tuning,the applicant shall be required to post a bond or other assurances acceptable to the City Attorney in an amount sufficient to allow the City to have site alterations made to fix any unanticipated storm water problems. 5. Since the storm water conveyance system is crucial to maintaining the integrity of both this site and other steep properties below this one,the City shall be granted an easement to the storm water system to allow inspection and, if necessary,maintenance. 6. The applicant shall create a homeowners association subject to review and approval of the City Attorney that is responsible for all common improvements and shall be responsible for keeping the storm drainage system working to standards specified by the City. The City shall have the legal ability to do the maintenance work and take out liens or bill back the homeowners for any work the homeowners fail to properly perform. 7. The applicant shall create a rock boundary just outside the Native Growth areas and this shall be noted on the face of the plat. The note shall indicate no clearing or alterations may occur upslope of this rock- delineated boundary. 8. In conclusion,the site is a hard location for development. It appears that the proposal will allow reasonable development of the subject site but it must be scrupulously monitored to avoid potential problems both during development and subsequently. DECISION: The proposed eight lot short plat is approved subject to the following conditions: 1. The applicant shall comply with the Conditions imposed by the ERC. 2. The applicant shall sign a legal document that accepts the conditions imposed by the ERC. The application shall be resubmitted showing a plan that complies with the conditions imposed by the ERC in all particulars. No further development,grading or any other work shall occur until the applicant complies with these conditions. Hydroseeding and necessary stabilization of any disturbed portions of the site may be done but shall be done only under the complete supervision of the City. 3. The applicant shall comply with the mitigation measures required by the ERC. 4. The applicant shall establish and record a Native Growth Protection Easement(NGPE)on the face of the short plat in order to protect steep slope areas greater than 40%. The applicant shall draft NGPE language and submit it to the City of Renton for review and approval of the City Attorney prior to recording of the short plat. 5. The applicant shall establish a homeowners association or maintenance agreement for the maintenance and repair of any common improvements, including the on-site storm drainage system. The applicant shall provide to the Development Services Division project manager and Gerald L.Rieker City View Short Plat File No.: LUA-98-173,Sh-PI,H August 3, 1999 Page 8 City Attorney draft language for the maintenance agreement/homeowners association for review and approval prior to recording of the short plat. 6. The applicant shall provide home sprinkler systems as determined by the Fire Department. 7. The applicant shall post a bond or other assurances acceptable to the City Attorney in an amount sufficient to allow the City to have site alterations made to fix any unanticipated storm water problems. The bond shall run for not less than five(5)years. 8. The applicant shall create a rock boundary just outside the Native Growth areas and this shall be noted on the face of the plat. The note shall indicate no clearing or alterations may occur upslope of this rock-delineated boundary. 9. The City shall be granted an easement to the storm water system to allow inspection and,if necessary,maintenance. 10. The City shall have the legal ability to do the maintenance work and take out liens or bill back the homeowners for any work the homeowners fail to properly perform. 11. The applicant shall be required to replant both the subject site and restore vegetation in kind to that removed,destroyed or injured on any adjacent property. 12. The applicant shall execute a legal restriction that ties the subject site and any off-site parcels providing the necessary storm water system that serves the subject site. Such agreement shall be subject to review and approval of the City Attorney. 13. Staff shall maintain the discretion to detail the location and design of detention swales constructed on the site as construction and grading of the site progresses. 14. The applicant shall submit street and easement dedications to the City Council for adoption. ORDERED THIS 3rd day of August, 1999. FRED J.KA HEARING E MINER TRANSMITTED THIS 3rd day of August, 1999 to the parties of record: Jennifer Henning Tom Touma Nancy Melcher 1055 S Grady Way 6632 S 191st Place,#E-102 8801 S 132nd Renton,WA 98055 Kent,WA 98032 Renton,WA 98055 Elaine Shirazi Margaret Feaster Tom Feaster 17824 118th Avenue SE 264 Stevens Avenue NW 264 Stevens Avenue NW Renton, WA 98058 Renton,WA 98055 Renton,WA 98055 Gerald L. Rieker City View Short Plat File No.: LUA-98-173,Sh-PI,H August 3, 1999 Page 9 Neil Watts Sandee McGann Kathryn G.Lang 1055 S Grady Way 304 NW 2nd 256 Stevens Avenue NW Renton,WA 98055 Renton,WA 98055 Renton,WA 98055 Dave and Cheri Helgeson Stephen Roedder Matt Jacobs 8805 S 132nd 357 Lind Avenue NW 1221 2nd Avenue,#500 Renton,WA 98055 Renton,WA 98055 Seattle, WA 98101 TRANSMITTED THIS 3rd day of August, 1999 to the following: Mayor Jesse Tanner Gregg Zimmerman,Plan/Bldg/PW Admin. Members,Renton Planning Commission Jana Hanson,Development Services Director Chuck Duffy,Fire Marshal Sue Carlson,Econ. Dev. Administrator Lawrence J. Warren,City Attorney Larry Meckling,Building Official Transportation Systems Division Jay Covington,Chief Administrative Officer Utilities System Division Councilperson Kathy Keolker-Wheeler South County Journal Pursuant to Title IV,Chapter 8, Section 15 of the City's Code, request for reconsideration must be filed in writing on or before 5:00 p.m.,August 17, 1999. Any aggrieved person feeling that the decision of the Examiner is ambiguous or based on erroneous procedure,errors of law or fact,error in judgment,or the discovery of new evidence which could not be reasonably available at the prior hearing may make a written request for a review by the Examiner within fourteen(14)days from the date of the Examiner's decision. This request shall set forth the specific ambiguities or errors discovered by such appellant,and the Examiner may, after review of the record,take further action as he deems proper. An appeal to the City Council is governed by Title IV,Chapter 8, Section 16,which requires that such appeal be filed with the City Clerk,accompanying a filing fee of$75.00 and meeting other specified requirements. Copies of this ordinance are available for inspection or purchase in the Finance Department,first floor of City Hall. If the Examiner's Recommendation or Decision contains the requirement for Restrictive Covenants,the executed Covenants will be required prior to approval by City Council or final processing of the file. You may contact this office for information on formatting covenants. The Appearance of Fairness Doctrine provides that no ex parte(private one-on-one)communications may occur concerning pending land use decisions. This means that parties to a land use decision may not communicate in private with any decision-maker concerning the proposal. Decision-makers in the land use process include both the Hearing Examiner and members of the City Council. All communications concerning the proposal must be made in public. This public communication permits all interested parties to know the contents of the communication and would allow them to openly rebut the evidence. Any violation of this doctrine would result in the invalidation of the request by the Court. The Doctrine applies not only to the initial public hearing but to all Requests for Reconsideration as well as Appeals to the City Council. • SURVEY NOTES CITY VIEW SHORT PLAT ' INSTRUMENT: SECOND TOTAL STATION RUME DTM-Arocc PORTION OF THE NW 1/4 OF THE NW 1/4 == DA ..I (5 INSTRUMENT). 1 METNOO USED: FIELD TRAVERSE MTTN ACTUAL ,, .p'i ` FIELD MEASUREMENTS AND ANGLES SECTION 18, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. = GRAPHIC SCALE ''"I DATE OF SURVEY•COCTOBER°-070 1998 CITY OF RENTON, STATE OF WASHINGTON ?r)1 BASIS OF BEARING NW 2nd PLACE BETWEEN TAYLOR AVE NW tr so 4 w NW MAPLE AVE NW(S 88'57'15.E) LEGEND y .• O.BENCHMARK: CITY OF RENTON MON/2128, EL J0.856'(9.405M). O0- f9 NKJN N CASE 0.41 • J.BRASS DISC STAMPED KING COUNTY SURVEY MON. EN-80 197J' $ A • PK NA[ (Or/fl'f) INSIDE WALK ON NORTH SIDE OF AIRPORT WAY. JO' WEST L J O OLtA� 33 O lWIR RCBAR t CAP - I lea 4 40 ft. f,.�f.T OF CHECKERED RUNWAY MARKER. --- N N 8 P IRON PIPE NLtB:71:TS'W 1 5�� : 7R N. 'S 3-eR S DISC W/PUNCH 14 DONN•1.7'�N AWIOC MON '�y ,IV �, t J ON CONE MLW/N CASE CASE(iJ/9B) ;; {+14 N 4.. w. Q. DOWN 0.8'(11/98) V r iQ Q - - - - - Q 3on r S88 57 36 E 230.02'Yi°M — — — _ 520.04— — 2T _ 01 50.00 60.00 — — 1119 N ` L3; �'crlfay.NW 2nd PLACE ^ £ 5885736E a , r a r cl 7 �,� J . J 3 .Q •7 9 '1 I h ta\A o C1 JS'UAL o wt.? 2 EASM'T ,, h• n'� 3 I CURIE RADIUS LENGTN TANGENT DELTA ly U O ',/,495 s.1.i r6 I• Z3.00' Je.93' 24.6e' e973'30� `I 1� T,O/i,1/° s./. C 6,2/2 s.I. 71• t C2 30.00' 46.11' 24.84' 52'50 f8� :' \. J J • VI �, I CS 50.00' Jf.6e' 16.Je' J67e 12' N 30.00' 17.55' 5.80 1314'12" •� \ ' 0 • h ' .7• I') I I C3 50.00' 33.00' fe.2S' 4098'25" .i, i •us ci- ,n \ r' 3 • I C6C7 50.00'5 20.e5' rase' 2JSJ'r!yyj b hIb r C9 Cl n' q�E.,,- I CO 30.00' 21.�' ro.72' 241'J3` I 1C(#� N ro ), ~e.?�` , .i h h Q L-17.5'UIL ESM'T I COr Zs.00' 40.37' 26.12' 9231'll° ::,�'{5*;` ry .Pa,` 0 1 2 Z y/ r° C8 ..; U)N88 57'361r '� LINO DIRECTION DISTANCE 31 ) A Q _,i8.DG_ _ u sorv6�T.w e.20' J sa`7 N (U_ _ 1 _ L2 N69136 n-w 20J0' Q r n4., 6,976 s.I. c •�j 750'i t T _ - - L3 53322'59 E 12.91' ► 49.JO' a 567V.04-W 23.86' it 3 L.,1M1 ,,d N e9ve'r7-w 1 N;7 _ 16 NeeSi36'W 37..,eTe7• flgT'OAp4-F-•1 41.75¢ C2 6,66J s./. g y �4 LEGAL DESCRIPTION fa `As,: N81"D4'Os' C O LOT 58 Or N.N. LA AMERS LAKE WASHINCTON PLAT, ACCORDING TO ,`,;1;� THE PLAT THEREOF, RECORDED 1N VOLUME 6 OF PLATS PAC£(S)7Q C4 C J'�) _ . _.•_ _ Z — _ — IN KING COUNTY, WASHINGTON; i; N89 06'17�W _ TOGETHER 1NTH VACATED SOUTH HALF OF SOUTH 1JIST STREET 5 (NW 2ND PLACE)LW THE NORTH. VACATED EAST HALF OF STEVENS ,,, . Np y ' 6 �,f , 14 AVENUE NW ADJOINING THE NESE AND VACATED WEST HALF OF �;( ,' ti 0 q 0 * LIND AVENUE NW ADJOINING THE EAST, AND OF RENTON ON/1919 O 17,519 s.1. "Sr s, O TOGETHER IW1H THAT PORTION OF THE HEST HALF OF LOT 59 OF '�' ED SO 0 70P fY 7,972 s.I. .1 w', WAY(1I/98) 0 0 7.878 s.I. µ I N.N. RE S LAKE WASHINGTONME6 P(AT, ACCORDINGE(TO THE PLAT __ yvs THEREOF,RECORDED IN VOLUME 6 OF PLATS: PAGE(S)70, IN KING ��,/"`r' -' ' • tJ COUNTY, WAS'HINGTON, TOGETHER WITH VACATED EAST HALF OF 9� JO' 80.01 GQ� 2 LIND AVENUE NW ADJOINING THE WEST, DESCRIBED AS FOLLOWS' ;, 80.01 f00.0f S89 06 17 E 2LgQ•Q j' L _ BEGINNING AT A POINT ON ME NORTH LINE OF SAID LOT 59 A .,� DISTANCE OF J7.J9 FEET FROM THE NORTHWEST CORNER THEREOF: '1 1101.78' THENCE SOUTHWESTERLY ALONG A CURIE TO THE LEFT 1WTH A ` NW 2nd STREET 9i RADIUS OF 25.00 FEET AN ARC LENGTH OF 3895 FEET, AND A CENTRAL • ; CALC D ANGLE OF 897330'TO A POINT ON TANGENT, THENCE SOUTH OT 46'34 '•,, ENGINEER SURVEYOR W£SI A DISTANCE OF 70.32 FEET; THENCE SOUTH B85776'EAST A y#ir' DISTANCE OF 78.00 FEET; THENCE SOUTH 0176J4'WEST � - TOUMA ENGINEERS A DISTANCE OF 80.20 FEET, THENCE NORTH 89V6'I7'WEST ?. .:.•' 6632 S 191ST PL SUITE E-102 A DISTANCE or 90.00 FEET; THENCE NORTH 0176J4'EAST '..;.{'. 11 KENT, WA. 98032 A DISTANCE OF 17543 FEET TO THE SOUTH MARGIN OF NW 2ND PLACE,' 10 I 9 8 PH 415-251-0665 THENCE SOU LT857J6"EAST A DISTANCE OF JZJ9 FEET TO THE ` TRUE POINT OF BEGINNING. 1, E G RE TRACTS OWNER/DEVELOPER (ALSO KNOWN AS NEW PARCEL A OF CITY OF RENTON LOT LINE is{ CAMBRIDGE HOMES NW INC. ' Y'-' 1N TON t 5CPC 8A 11017 101ST PL. N£. AD f/STMENT NO. LUA-99-020- LLA RECORDED UNDER NA ARL VOL KIRKLAND, WA, 98033 RECORDING NO..____ ) ? PH. 425-300-9511 ). LAND SURVEYOR'S CERTIFICATE , 1r 1, RECORDER'S CERTIFICATE No. 4.,,..,,..J............. A�\RrH1� CITY VIEW SHORT PLAT .ri`1 Filed for record this_doy of .19_ at M This map correctly represents a survey made .O or.4. : :;,, in book of of page at the request by me or under my direction in conformance 3'` r , iE TOUMA ENGINEERS FOR ..Av TA: with the requirements of the Survey Recording / "' CAMBRIDGE HOMES NW INC. `.';ff1 of Act at the request of erold Rieker i ') WEST VALLEY BUSINESS PARK M • OWN.BY GJS DA IE JOtl NO. li!�'i in Dec. 1998 `� ✓ `.'1 68J2 SMITH 19157 PLAC2:5187(C-IO2•KENT,RA 9e0J2 71905PPL.OWC NOV. 1998 719-005-981 P�' rr kt[!Lc W D123)2sr-06u fAX 023)231-0623 r ,. SCALE Mgr. Supt. of Records Ce ote No. 9470 s CNNMHYT. 1"w40 sNEET 1 of 3 .,"� UM '1.= 1.22 Ac. ... ..ur'ury , aI JOHN THOMSON .a ‘N1°.:{ ,- _. yf'7�rf� • [e"q•�1t, i'� • _'� -£.•- .o T.L24e 1014. .. t I ® LJ �y :U';`:�•+c:'�, , ,�, i e-s n,i ' 0.40 At 1� 031M---`1 r I WJ• a r.f C. es • Ia rt o _ `uZ� a nezo a a J.M. BAKER ZOSAc 1 3�. �J 2,. � 9 o i..204 IN._rt drys aF 3 �' rt.). � 7 v I Tim 4j T A' i t i- ` aaa 0 ^ \ .s d r i', r emit - <, r i.s l y I •335 035Ac n , ,S'yi ` \ , ' :. \ ;�. -- _/ _ y -. 3RDs W \ I ,. _ _rz..ro_ :1,143 - 416 4k I I t `.S.• ► `26 -•r' T•r - ... -�_ ro PL. Q CO ali 7j' �ft`1AN Q�1y \'�I' iI/N 1 i • I n i • tY411 4 4 � pi?: 45 3zr ., w�` $ Ij w ILa 1T1..19:i1.97 LL/H6 !ruse.® i Al>r a -''—y.�8 /4 • TSL--- Z -3tVio:- `3._ ; v .W. RD_ ST,, p ` • 3 1 1 ,, '� ° I x of IF = Q MF3 ,! rtw w t I 5�r 4 �. C. 'c ,I. 170�o r� 's 5 G _ R _ �� ' iOS,AC. n' cb i}y } pus •f'• m7■4 23 Y ��ay -- p�� s. 1 P►{+bra d I � }: " o W I• Tl r13 _ •I a • ~ /2. +Ov r c t o.x WY.W ".r *s 1 NP' J • L 'Ly- T �� Iti 0 Linej a 11;1 4 R '.-�_-i--I-- eir. 1..I� D wr"�.. /, 1�I, r4 rQ_ VAC.- 11 ' _---______ 14.I R ® 7IA • bb ti �l00 \ • ai oe3at 034 AL [ I. �' ,E�a,1. • 22 ; > r-_--1 S W 0 Z z _�• S 2 4 p ll • �v •a•i L b rt.40 rt.,4sel 1022Ac as.... Q ,E] 1 > I 2 3 4 ',•4 V9 4l r ><.^r • i� ,40 Jig " _a 21 -5f7---a Q .56 !�,. , _ a. tru . `A�'� 25 /„1 x 4 1 a 1 c 4 53 F. \ADAM ' 1P 20 t.____ JO t c Iiil 1. h is �� pi., / R ,1 1'[['``�� C sr 4 `� J JJ " le �- S6 I__�_ /h L'•t• •` so 'SO .:; r•--- Cis , ..w '�> EIIAt. SI ,.,fifii, 15 N'� N.W. 2ND s P� - - -- ��_ 4 a?ip lL! ; ; B1 q ILI> LAND• SS E L.WEOB • �!!,t'. tax--- i_ 19 - '1_r rr4r '• \ I' .• hTGAc. I/ A•• ----0�` \ <e�'` r�, 59--- ¢ 6'0 ' •►Q— 6 1"• _ 62 0^�/ , � c'24 \ I_ _ --J'• �tI04tAc. IOTA[ •' 0 .\'` •� 4., 1 Zr�"� / 01 5 /^� 1� o ✓' 064 Ac. 1 I o`1 `j.1 dYucN �� i I I .. ,_ , rLlr4 _ — _ ,m" f NTON� r t i 13 Y za X CI. to ,i �• g \\ — �� — $. lJ .. UNIT rro ' •V, ;4'. r �' `�" �I l32ND ST. I:rt NW. 2ND " • 5 L.��JJ " tct. o sr. s J�. sr 1 \\••'44 ,\ \,\ • It Ell la i 1 r;M ' 1. ..• 51. `� • . ( 4...•tnsutrs s (�� Lc. `' \H V ^k �' r _--J--- r, "3 O RE --1=0 .� J 1• 1% 4 �� ' s•o y \\ 'gyp SP „ilk -� �;�) �-y rt..;, ,.,4 4. ,,:..... \fc% • 3.wre_____90,.."Pts,, ....\ 10 9 ji--"" 7 5 .111i.k..-- 0 —\ �a LP ,Wi Q, I ' sp�7 \ C' u .03 ��_ •"1yi• lk o \ .•.cam. t A y� c i • 1 \s`,\ . ` ..T, \ i • r ^ t _ ( (SI ,F,B'r• 9 10 �� 7. \ � it S w V/C TOR/ — ' ..-° �-"'.- ' . 7 \ �\t�.12 cc \ I I R a OW „ W. . i 26E' r 1 li rL I u 4i • I12 Ac + r " a c:�2 �1 • 9 (� •r. :..! ', •.'t, +t+1 its sae+l i F h T`�t .IA ��_;• b �g ��•� < RRILRE & COL ASUR4� •;I o - :�t j <v+ ,,,rt 4 W ,. ire ^, •"Z 1.I • _� � r 1� 102 4t I 'LA,: ; J•N FARO 4 -• - c Cl) SR :a :_S W y1 b�;t I r W •r k ^tom I'-.i/Y _� • �,,_ N. a y -=_�' �� 4, .. ,_ 11V. [mil.I r�I _. I ram_- . - . .4I•.•.0 23 AL. st .- 2A/n . I 'h. CITY VIEW SHORT PLAT LUA • ri PORTION OF THE NW 1/4 OF THE NW 1/4 , SECTION 18e TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. CITY OF RENTON. STATE OF WASHINGTON - _ 3k 69 s �S pp, 2 GRAPHIC SCALE t• 'I II 2 WATER PRESSURE S P • ,� „ - r kW I ZONE 450' S OD 381.PG 33 r_ ii EX nut-1 % ,, 7 ,/0� Q (a rcrr) J \ �� Rq/a/9S I7 i 6 5_ I t�n- Ao tE 200 E�186.9 .\ 8 1 I \ 1n, X SSMH )�. , 1 � i .ri,� RAMIA_J� !R �1 L- RIM=140.66 `I i' r O z�.. il) I I I im mr,, .,. ... p.s..4to, ,it.',,. litivsmni . S dr: 0 ...‘ 'I .....:........ .;. ..4..,---..../.„. p,,L) \. 146war t‘ . ;.,‘ 41.0 , 0... . , 77_ • ... ...,....... 1 cfr ., . . 4.4..../.. .it:... ..,.....:::),,,,,,,,,.. :.... .. .4 I/ il. t e 19 ligg 1 "/A....';LI 1 b/%* ;/� /%,' ; ` `��; ` 1��,�� `�� 1LEGEND•I�1;,;'/ ' . / 'I� ) ' "\`� /VP ,, r, ' I r a [xSSYN Dectov U$TREE/y' ,."' •? OEXCATCHBI ±st 3 ; +']..! Y •,1'1. / ` /��I /` �' 4� ® EX CATCH BASIN TYPE? CQNYFRTRFf .. T!,$ ` j'.�"'r �''�II I• / y / �I I,I .V 1 g WATER VALIf © HEDGY - • 1-.,L: •1 -y ' __- 1 -• 4f' '44.M'. / 0/ . 1 . fAEWIER o UTILITY PACE I:[ 51 ,-� hJ• i 7 ' I� IVAT[R YEIFR e— GUY PCYE -:4ID , I• I. t1 / _ � / m• J IS CABLE IV CABINET =C I ROCKERY !I•!' r, , ' % :'- .. /..... ',It I I�/ I SIGN VAULT • L/CW PK A CASE ;.. , N I !/,/4 �i'.✓ )L�'1,1' -' ' i ,f.I.�, l009" / � -- n o OE IRON PAPE t CAP :i �! ��1 . I % � � ��y -.._ 1 IQ �� %;'. /%ice NEW SSMH _ _ _ hRLWf ir.,i . ' .K ',. •l„!';. i,► $�yJ// '-----_-__- I ....{(('��/��•• ,'. �ti • /' — — Ex swrARY SEILER LASE t t N� .✓'../ ''f .,N1 •f' * '` (\ .. //j 1,��ip/'` //f• • ///'.' . 1 9, • .. :..• .... ;�,ei ;,1 / '; • , / SLOPE LEGEND � ' / 'i' i I / ,'-----/ * , ;` • 1-Li Ql')L17B 7D 25.00tl[ y' • /�iI a r • I / 2 • E _ Ia00X MID STEEPER `; _ S6-,Os;b 260.D3 . ; I I / ' '% l i t • I. ;•'IVW.•'2nd STR�ET.. • '_ 711 ill I (), -...;%;---1--. —.---'-r -4-1-r -71-Fri-r n a /-7,- ,. i i / / • AI r '1� 1 9 B 7 I I ,'� I ell! I. -1--.—+— ' . I 15 I • 5 s , IAORE raAC 6 .l '%t. fooNG� 1OPI 5 P� .; f "`: r CITY VIEW SHORT PLAT ::> TOUMA ENGINEERS t SLOPE ANALYSIS MAP , ; '.01\ WEST VALLEY BUSINESS PARK DwN. BY GJS DATE JOB NO. ;.��#' li I `,, 4esz SOWN r91ST PLAC1 serf E-702•KLNL WA AA032 719055ILDI4C NOV 1998 719-005-981 ,1 . Iuu�uF v,xxE Las)Ter-Oeas rAr Las)Ter-rots . �' •e... C,rKD. BY SCALE SREET ;t `j. W M.N.T. I"�40' / Cr 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: July 13, 1999 Project Name: City View Short Plat Applicant/ Gerald L. Rieker Address: 11017 101st Place NE Kirkland, WA 98033 Contact: Tom Touma, Touma Engineers 6632 South 191st Place, Suite E-102 Kent, WA 98032 Owner/ Gerald & Soung Hee Rieker Address: 11017 101st Place NE Kirkland, WA 98033 File Number: LUA-098-173, SHPL-H, Project Manager.: Jennifer Henning ECF • Project Description: Gerald Rieker proposes to subdivide a 1.76 acre property into 8 lots suitable for the development of detached single family residential homes. New parcels would range in size from 6,710 s.f. to 12,349 s.f. Steep slopes areas on the eastern portion of the site would be preserved as a Native Growth Protection Easement. Access is proposed from Lind Avenue NW and NW 2nd Place. Project Location: Lind Avenue NW and NW 2nd Place µJY Zo5.B5 •. k I r — b�� aieva+.v ! ..orfv j t a. aeo �� J2 1 . .W W f�3 RD v 1,, ,tr.6. .., ,44 j.,,,.„. ,,,,13 f 22 :__--,1 El , L.; 29 .1.:..; .4=:-Et .zt 111)6-)7..'1 8,i1.2. c:11 Lij .. ,► 21 ^ N< . �^ is se as �° so.i3_Z - -�. H .- O -e� ,8 7 6 ;5,` - 1„fit l65! O " -r L ° -_L-- ,.� - 50 ``C _. `�_. - „, r 19 sN.W. 2ND s -P- / /, V Z r , GC i ,ca T a ft 4 ...1 reir . , ill• --------........... , }-- s . -e ' i - CL * ..: . -_-..-±>*- , ti ril•'p „<r '''. )76:00) •ct LJo 0 a ra6o 4�, 3c• --RENTON • , ' , L l IT ^ J ■ u C S. N " 132ND S Tr. N.N. 2 ND .q. \ i . •'"sr. LApi v• ro Tc It \- 1 Et 1 2 H ,9� \ • cam, 9\ _ - ® 30?- r City of Renton P/B/PW Department — Preliminary Report to the Hearing Examiner CITY VIEW SHORT PLAT LUA-98-173, SHPL-H, ECF PUBLIC HEARING DATE: JULY 13, 1999 Page 2 of 9 B. GENERAL INFORMATION: 1. Owner of Record: Gerald & Spung Hee Rieker 11017 1015 Place NE Kirkland, WA 98032 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: Vacant, cleared and graded 5. Neighborhood Characteristics: North: Single family residential East: Single family residential South: King County, vacant and single family residential West: Single family residential 6. Access: Via NW 2nd Place 7. Site Area: 1.76 acres 8. Project Data: Area comments Existing Building Area: Not applicable New Building Area: Not applicable Total Building Area: Not applicable 1 C. HIS TORICAUBACKGROUND: Action Land Use File No. Ordinance No. Date Annexation N/A 1461 9/15/53 Comprehensive Plan N/A 4498 2/20/95 Zoning Code N/A 4404 6/7/93 Lot Line Adjustment LUA-99-020,LLA N/A 7/99 City View Estates LUA-90-134,PP N/A 8/26/91 D. APPLICABLE SECTIONS OF THE RENTON MUNICIPAL CODE: 1. Chapter 2: Land Use Districts 2. Chapter 3: Property Development Standards hexrpt City of Renton P/B/PW Department Preliminary Report to the Hearing Examiner CITY VIEW SHORT PLAT LUA-98-173, SHPL-H, ECF PUBLIC HEARING DATE: JULY 13, 1999 Page 3 of 9 3. Chapter 6: Streets and Utility Standards 4. Chapter 7: Subdivision Regulations 5. Chapter 9: Procedures and Review Criteria E. APPLICABLE SECTIONS OF THE COMPREHENSIVE PLAN: 1. Land Use Element 2. Housing Element 3. Environmental Element F. DEPARTMENT ANALYSIS: 1. PROJECT DESCRIPTION/BACKGROUND Gerald Rieker proposes to subdivide a vacant 1.76 acre property into 8 lots suitable for the development of detached single family residential homes. The subject site is located on an east- facing slope near the city's western limits. Steep slopes greater than 40% are present on the western half of the property. The site has been extensively disturbed due to clearing and grading activity associated with demolition and removal of concrete foundations from the previously approved Lakeview Terrace Condominiums project which was never completed.. The site is zoned R-8 (Residential — 8 Dwelling Units per Acre) and permits single family residential development. The R-8 Zone permits parcels as small as 4,500 s.f. in size, and net densities of from 5.0 to 8.0 dwelling units per acre. The net density is estimated at 5.6 dwelling units per acre (net). Proposed residential parcels range in size from 6,710 square feet to 12,349 square feet in size. Individual proposed lot size and access are as follows: Lot No. 1 6,272 s.f corner lot cul-de-sac Lot No. 2 6,170 s.f. interior lot cul-de-sac, with access easement for Lot No. 3 Lot No. 3 7,495 s.f.* interior lot access easement across Lot. No. 2 Lot No. 4 6,976 s.f.* interior lot cul-de-sac Lot No. 5 12,349 s.f. pipestem lot access via pipestem Lot No. 6 7,972 s.f. through lot cul-de-sac Lot No. 7 7,818 s.f. through lot cul-de-sac Lot No. 8 6,663 s.f. interior lot cul-de-sac *Note: Size denoted does not include 8,895 s.f. Native Growth Protection Area Steep slopes areas located on the on the western portion of the site (proposed Lots 3 and 4) would be preserved via the establishment of a Native Growth Protection Easement. Access is proposed from Lind Avenue NW and NW 2nd Place via the extension of Lind Avenue NW as a cul-de-sac. hexrpt City of Renton P/B/PW Department Preliminary Report to the Hearing Examiner CITY VIEW SHORT PLAT LUA-98-173, SHPL-H, ECF PUBLIC HEARING DATE: JULY 13, 1999 Page 4 of 9 2. ENVIRONMENTAL REVIEW Pursuant to the City of Renton's Environmental Ordinance and SEPA (RCW 43.21C, 1971 as amended), on June 15, 1999 the Environmental Review Committee issued a Determination of Non-Significance — Mitigated (DNS-M). The ERC issued a DNS-M with several mitigation measures. A 14-day appeal period commenced on June 21, 1999 and ended on July 6, 1999. No appeals had been filed at the time that this staff report was prepared. If any appeal of the environmental threshold determination is filed, that appeal will be heard as part of t he public hearing to consider the short plat on July 13, 1999. 3. COMPLIANCE WITH ERC MITIGATION MEASURES The ERC issued a DNS-M with several mitigation measures as indicated below. The status of applicant's compliance with each of the measures is also indicated. 1a) The applicant shall follow the recommendations of the geotechnical engineering report and letters updating the geotechnical report as prepared for the subject parcel by Hart Crowser and Associates, Inc. with regard to site preparation, site construction, foundation design, erosion control, monitoring and documentation, except as noted below. An exception to this mitigation measure is that any recommendation for heavy ripping and blasting on the site is not allowed. The referenced geotechnical report is entitled: Preliminary Soils and Foundation Engineerinq Study, Lakeview Towers Condominium Complex, by Hart Crowser and Associates, Inc. and dated September 14, 1978. The letters amending that report, referencing City View Estates and City View Homes, are also by Hart Crowser, dated November 15, 1990 and January 26, 1999) . 1b) If heavy ripping or blasting is proposed as a construction method for the site, separate environmental review shall be required. 1 c) The applicant shall install a silt fence along the downslope perimeter of the are that is to be disturbed. The silt fence shall be in place before clearing and grading is initiated, and shall be constructed in conformance with the specifications presented in Section D.4.3.1 of the King Country Surface Water Design Manual, Appendix D. This will be required during the construction of both off-site and on-site improvements as well as building construction. 1d) 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 Section 4.4.1 of the SWDM. Temporary pipe systems can also be used to convey stormwater across the site. This will be required during the construction of both off-site and on-site improvements as well as building construction. 1e) 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. 1f) Weekly reports on the status and condition of the erosion control plan with any recommendations of change or revision to maintenance schedules or installation shall be submitted by the project Engineer of record to the public works inspector for the preliminary short plat construction. Certification of the installation, maintenance and proper removal of the erosion control facilities shall be required prior to recording of the short plat. Compliance: The applicant is required to follow the recommendations of the geotechnical engineering reports (except as noted in lb above), and to install erosion control and sedimentation control measures as noted above. hexrpt 1 City of Renton P/B/PW Department Preliminary Report to the Heating Examiner CITY VIEW SHORT PLAT LUA-98-173, SHPL-H, ECF PUBLIC HEARING DATE. JULY 13, 1999 Page 5 of 9 2a) The applicant shall pay the applicable Transportation Mitigation Fee at the rate of$75.00 per each new average weekday trip attributed to the project. The Transportation Mitigation Fee is payable prior to the recording of the short plat. 2b) The applicant shall be responsible for the widening of Lind Avenue NW from the property boundary to a point 500 feet north of the project site, to a width of 20 feet paved. The required improvement is to be installed prior to the recording of the short plat. Compliance: The applicant is required to pay the applicable transportation mitigation fee prior to recording of the short plat. The applicant is required to complete improvements to Lind Avenue NW as stated above, prior to the recording of the short plat. 3. The applicant shall pay the appropriate Fire Mitigation Fee at a rate of$488.00 per each new single family residential lot created by the proposed short plat. The fee is due prior to the recording of the short plat Compliance: The applicant is required to pay the applicable Fire Mitigation Fee prior to recording of the short plat. 4. The applicant shall pay the appropriate Parks Mitigation Fee at the rate of$530.76 per each new single family residential lot. The fee is due prior to the recording of the short plat. Compliance: The applicant is required to pay the appropriate Parks Mitigation Fee prior to the recording of the short plat. 5. The applicant shall construct a permanent collection swale along the lower rear portion of the proposed Lots 7 and 8 to collect runoff from the new yards, preventing additional flow onto the adjacent lower properties. The runoff from the new houses must be tightlined into the storm drainage system constructed for the preliminary short plat. Additionally, a piped conveyance system must be constructed for this short plat to direct the runoff from above to the drainage system in Taylor Avenue NW. Compliance: The applicant is required to comply with the stormwater mitigation measure as stated above. 4. STAFF REVIEW COMMENTS Representatives from various city departments have reviewed the application materials to identify and address site plan issues from the proposed development. These comments are contained in the official file, and the essence of the comments has been incorporated into the appropriate sections of this report and the Departmental Recommendation at the end of the report. 5. CONSISTENCY WITH SHORT PLAT CRITERIA: Approval of a plat is based upon several factors. The following preliminary plat criteria have been established to assist decision makers in the review of the plat: (a) Compliance with the Comprehensive Plan Designation. The proposal to subdivide the 1.76 acre parcel into 8 residential lots is consistent with the Comprehensive Plan designation of Residential Single Family (RSF). The purpose of the Residential policies in the Comprehensive Plan is to provide a vision for future development in Renton's neighborhoods and throughout the City. Residential policies address the location of hexrpt City of Renton P/B/PW Department Preliminary Report to the Hearing Examiner CITY VIEW SHORT PLAT LUA-98-173, SHPL-H, ECF PUBLIC HEARING DATE: JULY 13, 1999 Page 6 of 9 housing development, housing densities and non-residential uses, site design and housing types in neighborhoods. Specifically, Policy LU-11 states in part that future residential growth should be accommodated through the development of new neighborhoods on environmentally suitable vacant land. Policy Lu-23 states that new development should achieve a minimum density in residential designations. The short plat would achieve densities of approximately 5.6 du/ac (net). Policy LU-35 supports minimum lot sizes of 4,500 square feet Policy LU-39 address the compatibility of new neighborhoods with existing adjacent single family development. City View short plat would meet density requirements and other development standards for lot size and setbacks. The Housing Element policies and objectives discuss minimum and maximum densities (H-C, H-14, H-15, H-17) and encourage infill development as a means to increase capacity (H-4). Environmental policies address protection of the creeks, lakes and wetlands in the City by minimizing and controlling stormwater run-off. The applicant has agreed to comply with the Environmental Review Committee's mitigation measures requiring additional erosion control and other means to control erosion and stormwater runoff. (b) Compliance with the Underlying Zoning Designation. The proposal site is designated Residential — 8 Dwelling Units per Acre (R-8), on the City of Renton Zoning Map. The proposed development would allow for future construction of up to 8 new dwelling units. Permitted net density in the R-8 Zone is minimum 5.0 dwelling units per acre and maximum 8.0 dwelling units per acre. City View Short Plat would yield a net density of 5.6 dwelling units per acre (net), after the public street and steep slopes greater than 40% are subtracted from the total lot area. Minimum lot size permitted in the R-8 Zone is 4,500 square feet. The proposed plat would provide 8 lots ranging in size from 6,170 square feet to 12,349 s.f.. These lot sizes are similar to residential parcels that have been platted on the north side of NW 2nd Place between Maple Avenue NW and Lind Avenue NW (within the City of Renton). Parcels within the City of Renton that were subdivided prior to the adoption of the current zoning designation are larger. Properties south of the project across South 132nd Street/NW 2nd Street are located in King County and are subject to King County's zoning. These parcels are larger, and generally include steep slopes and greenbelt areas. (c) Compliance with Subdivision Regulations. Lot Arrangement: Side lot lines are to be at right angles to street lines, and each lot must have access to a public street or road. Access may be by private access easement street per the requirements of the Street Improvement Ordinance (Code Section 4-6- 060). The proposal would create eight new parcels that would be developed with single family residences. Each of the lots would have access to a public street. Lots 1, 2, 4, 5, 6, 7, and 8 would front on the cul-de-sac extension of the Lind Avenue NW. Proposed Lot No. 3 would have access via a 20-foot wide access easement across Lot 2. Lot No. 5 has access from the Lind Avenue NW cul-de-sac, but is located at the corner of Stevens Avenue NW and NW 2nd Place. Stevens Avenue NW is undeveloped and is not expected to be developed for street purposes due to slopes in excess of 40%. The easterly 30 feet of this right-of-way was vacated in the past, and is included in the proposed short plat. The applicant would need to apply to the Board of Public Works to defer or waive any street improvements on Stevens Avenue NW, prior to the recording of the short plat. hexrpt City of Renton P/B/PW Department Preliminary Report to the Hearing Examiner CITY VIEW SHORT PLAT LUA-98-173, SHPL-H, ECF PUBLIC HEARING DATE: JULY 13, 1999 Page 7 of 9 Proposed parcels have an irregular shape, since access to the new lots is via a cul-de- sac, and because the short plat includes steep slope areas. However, the side lots lines are generally at right angles to the public street. Lots: The size, shape and orientation of lots shall meet the minimum area and width requirements of the applicable zoning classification and shall be appropriate for the type of development and use contemplated. Each of the lots would exceed the 4,500 s.f. minimum size requirement of the R-8 Zone. Lots No. 3 and 4, and the southeast corner of Lot 7 include steep slope areas, greater than 40%, that the applicant has proposed as Native Growth Protection Easements. No disturbance of vegetation is permitted within a Native Growth Protection Easement. Minimum width for corner lots in the R-8 Zone is 60 feet. Lot No. 1 is considered to be a corner lot and is 60 feet wide. Minimum lot width for interior lots in the R-8 Zone is 50 feet, except the lot frontage at the street may be a minimum of 35 feet wide for lots on the turning circle of a cul-de-sac, and pipestem lots, that may have a minimum front width of 20 feet. Lot No. 2, an interior parcel, has a width of 50 feet. Lots No. 2 and 5 are considered to be pipestem parcels and meet the minimum 20 foot width requirement. Lots No. 4 and 6 meet the minimum 35 foot width for parcels on the turning circle of a cul-de-sac. Each of the parcels has sufficient area available to construct a home while meeting required setbacks. The required front yard setback in the R-8 Zone is 20 feet from the front property line, or 15 feet from new streets. Homes must be located a minimum of 20 feet from the rear property. Side yard setbacks for interior lots are minimum 5 feet. For corner lots, the minimum side yard setback is 15 feet from the corner. As previously mentioned, the majority of the proposed parcels are irregular in shape, due to their location on the turning circle of a cul-de-sac. Each of the lots would have an area that provides for a sufficient size building envelope and building setbacks. 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 property corner on the turning circle of the cul-de-sac for Lot No. 1 would provide the minimum radius specified. The property corner of Lot No. 5 where NW 2n Street (South 132nd Street) and Stevens Avenue NW intersect would may need to have additional radius dedicated to meet Code requirements. However, the City does not foresee further required dedication or street improvements for Stevens, as this street traverses topography greater than 40% slope. (d) Reasonableness of Proposed Boundaries Access & Street Improvements The proposal is anticipated to generate up to 76.4 new average weekday trips. This is based on the assumption that each single family home generates 9.55 vehicles trips (8 homes x 9.55 trips = 76.4 trips). A Transportation Mitigation Fee is required for new developments and is based on the payment of $75.00 per each new average weekday trip generated by a project. The fee is estimated to be $5,730.00 and would be required prior to the recording of the short plat. Primary access to the short plat would be via an extension of Lind Avenue NW. The cul- de-sac extension would terminate within the short plat. Each of the proposed lots would have access to the street directly, or via an access easement as permitted by City Code. hexrpt City of Renton P/B/PW Department f-reliminary Report to the Heating Examiner CITY VIEW SHORT PLAT LUA-98-173, SHPL-H, ECF PUBLIC HEARING DATE: JULY 13, 1999 Page 8 of 9 Surrounding streets are steep, especially NW 2nd Place and NW 2nd Street (South 132nd Street). Those streets are considered to be too steep to meet minimum City standards. Widening of Lind Avenue NW from a the north property boundary to a point 500 feet north of the project site is being required via an Environmental Review Committee Mitigation Measure. The minimum specified width required is 20 feet. The road profile must also meet City standards and is not permitted to exceed 15% per Code. City Code requires street improvements including new pavement, curb, gutter, sidewalks and street lighting. The new street must be lined up with Lind Avenue NW. City Code also requires frontage improvements along NW 2na Street (South 132nd), and Stevens Avenue NW unless these frontage improvements are deferred or waived by the Board of Public Works. The applicant will need to apply to the Board of Public Works for a decision prior to the recording of the short plat. Topography A geotechnical report provided by the applicant notes that the average site slope is about 25% with local slopes greater than 26% and as high as 100%, primarily in the northwest portion of the site. The applicant has shown that slopes 40% and greater would be placed within a Native Growth Protection Easement (NGPE) that would consist of the rear portions of Lots 3 and 4, and the southeast corner of Lot No. 7. Relationship to Existing Uses The subject site is vacant, but disturbed through clearing and grading activity. Areas abutting the property are either vacant, or developed with single family residential homes consistent with the applicable City or County zoning, as applicable. The proposal recognizes the development limitation of the steep slope, by placing the slope within a Native Growth Protection Easement. (e) Availability and Impact on Public Services (Timeliness) Police and Fire Police and Fire Prevention Bureau staff indicate that sufficient resources exist to furnish services to the proposed development, subject to the condition that the applicant provide Code required improvements and fees. Parks and Recreation The applicant is required to pay a Parks Mitigation Fee for each new homesite developed. The fee is $530.76 and is required to be paid prior to the recording of the short plat. Schools The Renton School District would need to accommodate approximately 3.5 new students as the result of the proposed short plat (0.44 students x 8 new homes = 3.52 students). The students would attend Thompson Kindergarten, Bryn Mawr Elementary, Dimmitt Middle School, and Renton High School. Storm water The applicant has submitted a Level 1 stormwater analysis prepared by Touma Engineers (2/17/99). Stormwater runoff from the site drains as sheet flow to NW 2nd Street. The flow along NW 2nd Street is directed east via open ditches, which eventually direct the flow to stormwater facilities in Taylor Avenue NW. The flow is then directed hexrpt Cih of Renton P/B/PW Department rreliminary Report to the Hearing Examiner CITY VIEW SHORT PLAT LUA-98-173, SHPL-H, ECF PUBLIC HEARING DATE: JULY 13, 1999 Page 9 of 9 into the storm facilities in Renton Avenue, and then into a storm culvert located along he west side of the Renton Municipal Airport, and eventually into Lake Washington. City Staff have reviewed the conceptual storm drainage plan submitted with the project application. The plan proposes detention for the short plat, streets, and improvements. Storm water from the site has impacted properties downstream, and would continue to do so with the proposal. In order to mitigate downslope stormwater impacts, a permanent collection swale will be required to be constructed along the lower rear portion of proposed Lots 7 and 8 to collect runoff from the new yards, and preventing the flow onto the adjacent lower properties. The runoff from the new homes must be tightlined into the storm drainage system constructed for the preliminary short plat. Additionally, a piped conveyance system must be constructed for this short plat to direct the runoff from above to the drainage system in Taylor Avenue NW. Water and Sanitary Sewer Utilities Water. An existing water main system is located in NW 2nd Street/South 132nd Street, south of the site. This system is in the West Hill 270 Pressure Zone — and the water pressure is too low for the site. Therefore, the project must be served from the West Hill 450 Pressure Zone, north of the site. The existing water mains in NW 2nd Place are not adequate for this proposal, as they are substantially undersized (1- and 2-inch lines). An 8-inhc water main extension along Lind Avenue NW, north of the site, will be required into the short plat, and along the frontage of the short plat with NW 2nd Place. Sewer. There is an existing 8-inch sewer main in NW 2nd Place, adjacent to the north side of the proposed short plat. The new parcel can be served by extending an 8-inch sewer main from the cul-de-sac of the short plat to the existing main. G. RECOMMENDATION: Staff recommends approval of the City View Short Plat, Project File No. LUA-98-173, SHPL-H, ECF subject to the following conditions: (1) Compliance with ERC Mitigation Measures. The applicant is required to comply with the Mitigation Measures, which were required by the Environmental Review Committee Threshold Determination. The timing of compliance is specified in individual measures. (2) Native Growth Protection Easement. The applicant shall establish and record a Native Growth Protection Easement (NGPE) on the face of the short plat, in order to protect steep slope areas greater than 40% slope. The applicant shall draft NGPE language and submit it to the City of Renton for review and approval of the City Attorney, prior to the recording of the short plat. (3) Homeowner's Association/Maintenance Agreement. The applicant shall establish a Homeowner's Association or Maintenance Agreement for the maintenance and repair of any common improvements, including the on-site storm drainage system. The applicant shall provide to the Development Services Division project manager and City Attorney, draft language for the Maintenance Agreement/Homeowner's Association for review and approval, prior to recording of the short plat. hexrpt CITY OF RENTON DETERMINATION OF NON-SIGNIFICANCE (MITIGATED) MITIGATION MEASURES APPLICATION NO(S): LUA-98-173,SHPL-H,ECF APPLICANT: Gerald L. Rieker PROJECT NAME: City View Short Plat DESCRIPTION OF PROPOSAL: The applicant, Gerald Rieker, proposes to subdivide a 1.76 acre property into eight (8) residential building lots. New parcels would range in size from 6,710 sq.ft. to 12,349 sq.ft. Steep areas on the east portion of the site would be preserved as a Native Grow Protection Easement. Access is proposed from Lind Ave. NW and NW 2n4 Place. Project requires environmental review and short plat review by the Hearing Examiner. LOCATION OF PROPOSAL: Lind Avenue NW and NW 2nd Place MITIGATION MEASURES: la) The applicant shall follow the recommendations of the geotechnical engineering report and letters updating the geotechnical report as prepared for the subject parcel by Hart Crowser and Associates, Inc. with regard to site preparation, site construction, foundation design, erosion control, monitoring and documentation, except as noted below. An exception to this mitigation measure is that any recommendation for heavy ripping and blasting on the site is not allowed. The referenced geotechnical report is entitled: Preliminary Soils and Foundation Engineering Study, Lakeview Towers Condominium Complex, by Hart Crowser and Associates, Inc. and dated September 14, 1978. The letters amending that report, referencing City View Estates and City View Homes, are also by Hart Crowser, dated November 15, 1990 and January 26, 1999) lb) If heavy ripping or blasting is proposed as a construction method for the site, separate environmental review shall be required. 1 c) The applicant shall install a silt fence along the downslope perimeter of the are that is to be disturbed. The silt fence shall be in place before clearing and grading is initiated, and shall be constructed in conformance with the specifications presented in Section D.4.3.1 of the King Country Surface Water Design Manual, Appendix D. This will be required during the construction of both off-site and on-site improvements as well as building construction. 1 d) 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 Section 4.4.1 of the SWDM. Temporary pipe systems can also be used to convey stormwater across the site. This will be required during the construction of both off-site and on-site improvements as well as building construction. 1 e) 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. City View Short Plat LUA-98-173,SHPL-H,ECF Mitigation Measures (continued) Page 2 of 2 10 Weekly reports on the status and condition of the erosion control plan with any recommendations of change or revision to maintenance schedules or installation shall be submitted by the project Engineer of record to the public works inspector for the preliminary short plat construction. Certification of the installation, maintenance and proper removal of the erosion control facilities shall be required prior to recording of the short plat. 2a) The applicant shall pay the applicable Transportation Mitigation Fee at the rate of$75.00 per each new average weekday trip attributed to the project. The Transportation Mitigation Fee is payable prior to the recording of the short plat. 2b) The applicant shall be responsible for the widening of Lind Avenue NW from the property boundary to a point 500 feet north of the project site, to a width of 20 feet paved. The required improvement is to be installed prior to the recording of the short plat. 3. The applicant shall pay the appropriate Fire Mitigation Fee at a rate of$488.00 per each new single family residential lot created by the proposed short plat. The fee is due prior to the recording of the short plat 4. The applicant shall pay the appropriate Parks Mitigation Fee at the rate of$530.76 per each new single family residential lot. The fee is due prior to the recording of the short plat. 5. The applicant shall construct a permanent collection swale along the lower rear portion of the proposed Lots 7 and 8 to collect runoff from the new yards, preventing additional flow onto the adjacent lower properties. The runoff from the new houses must be tightlined into the storm drainage system constructed for the preliminary short plat. Additionally, a piped conveyance system must be constructed for this short plat to direct the runoff from above to the drainage system in Taylor Avenue NW. CITY OF RENTON DETERMINATION OF NON-SIGNIFICANCE (MITIGATED) ADVISORY NOTES APPLICATION NO(S): LUA-98-173,SHPL-H,ECF APPLICANT: Gerald L. Rieker PROJECT NAME: City View Short Plat DESCRIPTION OF PROPOSAL: The applicant, Gerald Rieker, proposes to subdivide a 1.76 acre property into eight (8) residential building lots. New parcels would range in size from 6,710 sq.ft. to 12,349 sq.ft. Steep areas on the east portion of the site would bed preserved as a Native Grow Protection Easement. Access is proposed from Lind Ave. NW and NW 2" Place. Project requires environmental review and short plat review by the Hearing Examiner. LOCATION OF PROPOSAL: Lind Avenue NW and NW 2nd Place Advisory Notes to Applicant: The following notes are supplemental information provided in conjunction with the environmental determination. Because these notes are provided as information only, they are not subject to the appeal process for environmental determinations. Fire Prevention 1. A fire hydrant with 1,000 gallons per minute (gpm) fire flow is required within 300 feet of all new single family structures. If the building square footage exceeds 3,600 square feet in area, the minimum fire flow increases to 1,500 gpm and requires two hydrants within 300 feet of the structure. 2. A fire mitigation fee of$488.00 is required for all new single family structures. 3. Building addresses shall be posted and visible from the public street. 4. All new single family structures will need to be sprinklered since the dead end access exceeds 500 feet in length and the existing access roads do not meet minimum requirements as to grade and width. Property Services 1. Property Services comments have forwarded separately to the applicant. Building 1. Driveways need to be a maximum width of 20 feet, and setback a minimum of 5 feet from the property line. The maximum permitted grade of driveways is 15%. Drains are required for driveways over 8%. Site contours need to be shown on the plans. Special construction methods needed to accommodate slopes. Parks 1. A Parks Mitigation Fee in the amount of$530.76 per each new single family residential home is required. Plan Review—Sewer 1. There is an existing 8-inch sewer main in NW 2nd Place adjacent to the north side of the proposed short plat. The new parcel can be served by extending an 8-inch sewer main from the cul-de-sac of the short plat to existing main. City View Short Plat LUA-98-173,SHPL-H,ECF Advisory Notes (continued) 2. Separate side sewers will be required for each parcel (no dual side sewers). The minimum slope for the side sewers shall be 2%. 3. Sewer System Development Charges of$585 per new single family parcel will be required for this plat. This fee must be paid prior to issuance of the construction permit for the preliminary short plat. Plan Review—Water 1. The existing water main system in NW 21'd Street South/South 132nd Street south of the site is in the West Hill 270 Pressure Zone, which is too low of pressure for this site. The site must be served form the West Hill 450 Pressure Zone north of the site. The existing water mains in NW 2nd Place are not adequate for this proposal, as they are significantly undersized (1-inch and 2-inch lines). An 8-inch water main extension along Lind Avenue NW, north of the site, will be required into the short plat, and along the frontage of the short plat with NW 2nd Place. p, 2. Fire hydrants will be required to current City Standards within 300 feet of all proposed building sites for the new parcels. 3. Water System Development charges of$850 per new single family parcel will be required to this plat. This fee must be paid prior to issuance of the construction permit for the preliminary short plat. Plan Review—Storm Drainage 1. A conceptual drainage plan and drainage report has been submitted with the site plan application for this project. The conceptual drainage plan includes detention for the fully built-out short plat, including future houses, driveways and roadway improvements. A permanent collection swale must also be constructed along the lower rear portions of proposed Lots 7 and 8 to collect runoff from the new yards, preventing additional flow onto the adjacent lower properties. The runoff from the new houses must be tightlined into the storm drainage system constructed for the preliminary short plat. 2. Additionally, a piped conveyance system must be constructed for this short plat to direct the runoff from above the site to the drainage system in Taylor Avenue NW. 3. Surface Water System Development Charges of$385 per new single family parcel will be required for this plat. This fee must be paid prior to issuance of the construction permit . Plan Review—Erosion Control Due to the steep nature of this site, and concerns for possible erosion and sedimentation problems from further construction activities on the site, the following conditions are recommended for this short plat (for both future development and future building permits for the individual lots): 1. The applicant shall install a silt fence along the downslope perimeter of the are that is to be disturbed. The silt fence shall be in place before clearing and grading is initiated, and shall be constructed in conformance with the specifications presented in Section D.4.3.1 of the King Country Surface Water Design Manual, Appendix D. This will be required during the construction of both off-site and on-site improvements as well as building construction. 2. Shallow drainage swales shall be constructed to intercept surface water flow and route the flow away from the construction area to a stabilized discharge point. Vegetation growth shall be established in the ditch by seeding or placing sod. Depending on site grades, it may be necessary to line the ditch with rock to protect the ditch from erosion and to reduce flow rates. The design and construction of drainage swales shall conform to the specifications presented in Section 4.4.1 of the SWDM. Temporary pipe systems can also be used to convey stormwater across the site. This will be required during the construction of both off-site and on-site improvements as well as building construction. 3. The project contractor shall perform daily review and maintenance of all erosion and sedimentation control measures at the site during the construction of both off-site and on-site improvements as well as building construction. City View Short Plat LUA-98-173,SHPL-H,ECF Advisory Notes (continued) 4. Weekly reports on the status and condition of the erosion control plan with any recommendations of change or revision to maintenance schedules or installation shall be submitted by the project Engineer of record to the public works inspector for the preliminary short plat construction. Certification of the installation, maintenance and proper removal of the erosion control facilities shall be required prior to recording of the short plat. Plan Review—Street Improvements 1. Lind Avenue NW will need to be widened to a minimum of 20 feet paved width for a minimum of 500 feet north of the project site (see Emergency Access comments, above). The primary access must be from Lind Avenue NW, since NW 2" Place is too steep to meet City minimum standards. 2. City Code also requires frontage improvements along South 132"d Street(NW 2"d Street), unless these street improvements are deferred or waived by the Board of Public Works. 3. The new street interior to the short plat must be developed to City standards, including new pavement, curbs, gutters, sidewalks and street lighting. The new street must be lined up with Lind Avenue NW. Paving must be to a minimum width of 20 feet paved for a minimum of 500 feet north of - the site. 4. All new electrical, phone and cable services to the short plat must be undergrounded. Construction of these franchise utilities must be inspected and approved by a City of Renton public works inspector prior to recording of the short plat. 5. Traffic mitigation fees of$75.00 per net new average daily trip ($716.25 per lot)will be required prior to recording of the short plat. Plan Review—General All required utility, drainage and street improvements will require separate plan submittals prepared according to City of Renton drafting standards by a registered Civil Engineer. The construction permit application must include an itemized cost estimate for these improvements. The fee for review and inspection of these improvements is 5% of the first$100,000 of the estimated construction costs; 4% of anything over$100,000 but less than $200,000 and 3% of anything over$200,000. Half of this fee must be paid upon application for construction permits (preliminary plat improvements) and the remainder when the construction permit is issued. There may be additional fees for water service related expenses. GtiVY O.fs' + + CITY OF RENTON �NTo� FIRE PREVENTION BUREAU MEMORANDUM DATE: March 15, 1999 TO: Jennifer Toth Henning, Planner FROM: Jim Gray, Assistant Fire Marshal I SUBJECT: City View Short Plat, 400 Blk. NW d Street Fire Department Comments: 1. A fire hydrant with 1000 GPM fire flow is required within 300 feet of all new single family structures. If the building square footage exceeds 3600 square feet in area, the minimum fire flow increases to 1500 GPM and requires two hydrants within 300 feet of the structure. 2. A fire mitigation fee of$488.00 is required for all new single family structures. 3. Building addresses shall be posted and visible from the public street. 4. All new single family structures will need to be sprinklered since the dead end access exceeds 500 feet in length and the existing access roads do not meet minimum requirements as to grade and width. Please teel free to contact me if you have any questions. CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS DEPARTMENT MEMORANDUM DATE: Jun'6, 1999 TO: JENNIFER HENNING FROM: NEIL WATTS k'kW SUBJECT: CITY VIEW PLAT- STEVENS AVE NW RIGHT-OF-WAY The City View Short Plat, located on NW 2" Place and Maple Av NW, also has frontage on Stevens Av NW right-of-way along the westerly boundary of the site. This right-of-way is undeveloped, and is not be expected to be developed for street purposes due to slopes in excess of 40%. The easterly 30 feet of this right-of-way was vacated in the past, and is included in the proposed short plat. Rededication of this vacated right-of-way is not recommended. Street improvements are also not recommended in this right-of-way. An official action by the Board of Public Works will be required to defer or waive these street improvements prior to recording of the short plat. cc: Jana Hanson • CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS DEPARTMENT MEMORANDUM DATE: JUNE 8, 1999 TO: JENNIFER HENNING FROM: NEIL WATTS SUBJECT: CITY VIEW SHORT PLAT PRELIMINARY PLAT REVIEW I have reviewed the revised project submittal for the above listed project, and have the following comments at this time: STEEP SLOPES • The revised short plat appears to adequately address our earlier concerns with slopes steeper than 40%, which have now been identified on the short plat and excluded from development. EMERGENCY ACCESS • This site is currently accessed from the north via NW 2nd Place and Lind Av. NW. Both of these streets are significantly substandard in design for emergency access. NW 2nd Place is paved to only 10 to 12 feet in width, and has a slope in excess of 20%. Minimum emergency access standards are for 20 feet of pavement width, and slopes no steeper than 16%. Lind Av. NW is relatively flat, but is paved to only 8 to 10 feet in width. These streets as developed are not sufficient to allow for the creation of additional building lots. We therefore recommend the following conditions for approval of any further subdivision of this parcel: i NW 2nd Place is too steepto 1. The primary access must be from Lind Av. NW, since meet City minimum standards. The new street within the short plat must be lined up with Lind Av. NW. The pavement width along NW Lind Av. must be widened to a minimum 20 feet in width for a minimum of 500 feet north of the site. 2. Anyfuture houses on the newparcels within this short plat must have approved sprinkler systems installed. SEWER • There is an existing 8" sewer main in NW 2nd Place adjacent to the north side of the proposed short plat. The new parcel can be served by extending an 8" sewer main from the cul-de-sac of the short plat to this existing main. TUNE 8, 1999 PAGE 2 • Separate side sewers will be required for each parcel (no dual side sewers). The minimum slope for the side sewers shall be 2%. • Sewer System Development Charges of$585 per new single family parcel will be required for this plat. This fee must be paid prior to issuance of the construction permit for the preliminary short plat. WATER • The existing water main system in NW 2nd St/S. 132nd St south of the site is in the West Hill 270 Pressure Zone, which is too low of pressure for this site. The site must be served from the West Hill 450 Pressure Zone north of the site. The existing water mains in NW 2nd Place are not adequate for this proposal, as they are significantly undersized (1" and 2" lines). An 8" water main extension along NW Lind Av. NW north of the site will be required into the short plat, and along the frontage of the short plat with NW 2nd Place. • Fire hydrants will be required to current City standards within 300 feet of all proposed building sites for the new parcels. • Water System Development Charges of$850 per new single family parcel will be required for this plat. This fee must be paid prior to issuance of the construction permit for the preliminary short plat. DRAINAGE • A conceptual drainage plan and drainage report has been submitted with the site plan application for this project. The conceptual drainage plan is to include detention for the fully built out short plat, including future houses, driveways and roadway improvements. A permanent collection swale must also be constructed along the lower rear portions of proposed lots 8 and 9 to collect runoff from the new yards, preventing additional flow onto the adjacent lower properties. The runoff from the new houses must be tightlined into the storm drainage system constructed for the preliminary short plat. • Additionally, a piped conveyance system must be constructed for this short plat to direct the runoff from above the site to the drainage system in Taylor Av. NW. • Surface Water System Development Charges of $385 per new single family parcel will be required for this plat. This fee must be paid prior to issuance of the construction permit for the preliminary short plat. EROSION CONTROL MEASURES • Due to the steep nature of this site, and our concerns for possible erosion and sedimentation problems from further construction activities on the site, we recommend the following conditions for this short plat (for both preliminary plat development and future building permits for the individual lots): 1. The applicant shall install a silt fence along the downslope perimeter of the area that is to be disturbed. The silt fence shall be in place before clearing and grading is TUNE 8, 1999 PAGE 3 initiated, and shall be constructed in conformance with the specifications presented in Section D.4.3.1 of the King County Surface Water Design Manual, Appendix D. This will be required during the construction of both off-site and on-site improvements as well as building construction. 2. Shallow drainage swales shall be constructed to intercept surface water flow and route the flow away from the construction area to a stabilized discharge point. Vegetation growth shall be established in the ditch by seeding or placing sod. Depending on site grades, it may be necessary to line the ditch with rock to protect the ditch from erosion and to reduce flow rates. The design and construction or drainage swales shall conform to the specifications presented in Section 4.4.1 of the SWDM. Temporary pipe systems can also be used to convey stormwater across the site. This will be required during the construction of both off-site and on-site improvements as well as building construction. 3. The project contractor shall perform daily review and maintenance of all erosion and sedimentation control measures at the site during the construction of both off-site and on-site improvements as well as building construction. 4. Weekly reports on the status and condition of the erosion control plan with any recommendations of change or revision to maintenance schedules or installation shall be submitted by the project Engineer or record to the public works inspector for the preliminary short plat construction. Certification of the installation, maintenance and proper removal of the erosion control facilities shall be required prior to recording of the short plat. STREET IMPROVEMENTS • Lind Av. NW will need to be widened to a minimum of 20 feet in paved width for a minimum of 500 feet north of the project site (see Emergency Access comments). • City Code also requires frontage improvements along S 132nd St. (NW 2nd St.), unless these street improvements are deferred or waived by the Board of Public Works. • The new street interior to the short plat must be developed to City standards, including new pavement, curbs, gutters, sidewalks and street lighting. • All new electrical, phone and cable services to the short plat must be undergrounded. Construction of these franchise utilities must be inspected and approved by a City of Renton public works inspector prior to recording of the short plat. • Traffic mitigation fees of$75 per net new average daily trip ($716.25 per lot) will be required prior to recording of the plat (total of $5730.00). Fire mitigation and Parks mitigation fees must also be paid prior to recording of the plat. GENERAL • All required utility, drainage and street improvements will require separate plan submittals prepared according to City of Renton drafting standards by a registered Civil Engineer. The JUNE 8, 1999 PAGE 4 construction permit application must include a itemized cost estimate for these improvements. The fee for review and inspection of these improvements is 5% of the first $100,000 of the estimated construction costs; 4% of anything over $100,00 but less than $200,000, and 3% of anything over $200,000. Half of this fee must be paid upon application for construction permits (preliminary plat improvements), and the remainder when the construction permit is issued. There may be additional fees for water service related expenses. • CITY OF RENTON PLANNINGBUILDING/PUBLIC WORKS MEMORANDUM DATE: March 26, 1999 TO: Jennifer Toth Henning FROM: Sonja J. Fesser y)ls6 SUBJECT: City View Short Plat,LUA-98-173-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: The dedication of property to the City of Renton for streets requires approval by the City Council and is handled through the dedication process via the Dedication Deed document. If the dedication document is to be recorded with the short plat,the dedication process needs to be timed in such a way that Council approval and all other matters pertaining to the dedication have been taken care of and said document is ready to record. The City of Renton Deed of Dedication document includes both a legal description exhibit and a map exhibit. The legal description exhibit should be prepared, stamped, dated and signed by the applicant's surveyor. The surveyor should also prepare the map exhibit. The dedication process requires an updated Plat Certificate dated within 45 days of Council approval of said dedication. Talk to the Project Manager if you have questions. The easterly boundary line of the short plat as shown is not correct. The lot line adjustment (LUA- 99-020-LLA), when recorded,revises this easterly line as it pertains to the proposed street. Revise all drawings to reflect the lot line adjustment configuration. See the attachment for suggested changes to the legal description. The legal description, as currently written, is ambiguous regarding the correct"northwest corner"to start from when describing that portion of Lot 59 and adjoining vacated Lind Ave NW that is included in said short plat. Sheet 2 of 3 contains a comment about a portion of the proposed street to be an"AREA TO BE DEDICATED FROM ADJACENT PROPERTY OWNER." This statement is incorrect and not needed because of the aforementioned lot line adjustment. This property is not located in either of the two zones included in Renton's Aquifer Protection Area. Therefore, the Aquifer Protection Notice should be removed from Sheet 2 of 3. Note existing easements of record on the drawing. \\TS SERVEMSYS2\COMMON\H:\FIL.E.SYS\LNDWA244\RV990318.DOC March 18, 1999 Page 2 • The following comments apply to the final short plat submittal: Note the City of Renton land use action number (LUA-98-173-SHPL) and the city's land record number (LND-20-0244)on the drawing. The geometry around the proposed short plat perimeter does not close. Provide lot closure calculations. Sheets 2 and 3 of 3, as currently shown, do not need to be included in the final submittal. Provide the appropriate approval and acknowledgement blocks for those who need to sign the short plat document. Addresses will be provided by the city as soon as possible. Said addresses need to be added to the drawing. Indicate what is to be set at the new corners of the proposed lots. There is no cross-reference between the legend and the drawing. To whom is the construction and slope easement and the 17.5' (and 35')utility easement granted? Are these new easements? Are they required by the city? Note the following paragraphs in this review. Note that if there are restrictive covenants, easements or agreements to others as part of this subdivision, they can be recorded concurrently with the short plat. The short plat drawing and the associated document(s) are to be given to the Project Manager as a package. The short plat shall have the first recording number. The recording number(s) for the associated document(s)will be referenced on the short plat drawing in the appropriate locations. knew easements are shown for the benefit of future owners of the proposed lots, then include the following statement,juxtaposed to the subject easement(s): "Area for private easement for (water, sewer stub, access,etc.)." Since the new lots created via this short plat are under common ownership at the dine of recording, there can be no easements until such time as ownership of the lots are conveyed to others, together with and/or subject to specific easement rights. Also, add the tbllowing Declaration of Covenant language on the face of the drawing, if the previous paragraph applies. DECLARATION OF COVENANT: The owner qf the land embraced within this short plat, in return for the benefit to accrue from this subdivision, by signing hereon covenants and agrees to convey the beneficial interest in the new easements shown on this short plat to any and all future purchasers of the lots, or of any subdivisions thereof This covenant shall run with the land as shown on this short plat. • • March 18, 1999 Page 3 Comments for the Project Manager: Note that there is a street dedication associated with this short plat proposal that needs to be approved by the City Council at the appropriate time in the short plat process. Fee Review Sheet: The Fee Review Sheet for the preliminary short plat review is provided for your use and information. ONO ' 4 PROPERTY SERVICES FEE REVIEW FOR SUBDIVISIONS No. 99 - 014- APPLICANT: -Pi!1✓1-GEt=3 , C 1=i.4L., ; Sc:>LJi.JCS RECEIVED FROM (date) JOB ADDRESS: Li l-la 4'v .IJ W 1,-1w 21.1b,-pLdG- WO# 7FS-1-2� 1&TURE OF WORK: q �-.SE-1r3 -p� (r v '( Vi � ./ 51-inF cr- - ) LND# 20 - O ,4,c�. PRELIMINARY REVIEW OF SUBDIVISION BYLONG PLAT, NEED MORE INFORMATION: 0 LEGAL DESCRIPTION SHORT PLAT, BINDING SITE PLAN,ETC. 0 PID#'s 0 VICINITY MAP ❑ FINAL REVIEW OF SUBDIVISION,THIS REVIEW REPLACES ❑ SQUARE FOOTAGE 0 OTHER PRELIMINARY FEE REVIEW DATED 0 FRONT FOOTAGE ❑ SUBJECT PROPERTY PARENT PID# .4.�440-rlaio X NEW KING CO.TAX ACCT.#(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. XWe understand that this subdivision is in the preliminary stage and that we will have the opportunity to review it again before recordation. The following quoted fees do NOT include inspection fees, side sewer permits, r/w permit fees or the cost of water meters. SPECIAL ASSESSMENT DISTRICT PARCEL METHOD OF ASSESSMENT ASSESSMENT DISTRICTS NO. NO. ASSESSMENT UNITS OR FEE Latecomer Agreement(pvt)WATER -0 - Latecomer Agreement(pvt)WASTEWATER -Q- Latecomer Agreement(pvt)OTHER -a Special Assessment District/WATER /0- Special Assessment District/WASTEWATER /-Q- Joint Use Agreement(METRO) -Q- Local Improvement District * -0 Traffic Benefit Zones $75.00 PER TRIP,CALCULATED BY TRANSPORTATION -o- FUTURE OBLIGATIONS I 1 -o - SYSTEM DEVELOPMENT CHARGE-WATER ❑ Estimated #OF UNITS/ SDC FEE 0 Pd Prey. 0 Partially Pd(Ltd Exemption) ® Never Pd SQ. FTG. Single family residential$850/unit x q $ '7,to5 >,Od Mobile home dwelling unit$680/unit in park . Apartment, Condo$510/unit not in CD or COR zones x Commercial/Industrial, $0.113/sq. ft.of property(not less than$850.00)x Boeing,by Special Agreement/Footprint of Bldg plus 15 ft perimeter(2,800 GPM threshold) SYSTEM DEVELOPMENT CHARGE-WASTEWATER 0 Estimated ❑ Pd Prey. 0 Partially Pd(Ltd Exemption) [$ Never Pd . Single family residential$585/unit x 9 $ 5,e_.05.pc, Mobile home dwelling unit$468/unit x Apartment,Condo$350/unit not in CD or COR zones x Commercial/Industrial$0.078/sq. ft. of property x(not less than$585.00) SYSTEM DEVELOPMENT CHARGE-SURFACEWATER 0 Estimated ❑ Pd Prey. 0 Partially Pd(Ltd Exemption) CR1 Never Pd Single family residential and mobile home dwelling unit$385/unit x q $ 5 i rj,en.-- All other properties$0.129sq ft of new impervious area of property x (not less than$385.00) p PRELIMINARY TOTAL $ I .1380.Oo t .[�lih-n Q> . c 41 l EJ� 3�2cf9'9 +0(4Signatur f Rev wing Authority D TE p, ,o VVVVVV rt kia ❑ *If subject property is within an LID,it is developers responsibility to check with the Finance Dept.for paid/un-paid status. 1 ❑ Square footage figures are taken from the King County Assessor's map and are subject to change. Q ❑ Current City SDC fee charges apply to H o C N- tD c:/template/feeappl/tgb EFFECTIVE July 16, 1995/Ord.Nos.4506,4507,4508,4525,and 4526 0 0 • CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS DEPARTMENT MEMORANDUM DATE: MARCH 15, 1999 TO: JENNIFER HENNING FROM: NEIL WATTS !vA R.G� SUBJECT: CITY VIEW SHORT PLAT PRELIMINARY PLAT REVIEW I have reviewed the project submittal for the above listed project, and have the following comments at this time: STEEP SLOPES • It appears from inspecting the site, reviewing the submitted contour map, and from the City's mapping of slopes greater than 40%, that much of this site is in excess of 40% slope. This area of excess slopes includes much of the easterly, upper portion of the site (most of proposed Lots 2, 3, 4, 5 and 6), as well as the southeast corner of the site (portions of Lots 8 and 9). Additional information must be provided for City review on this problem. We are requesting submittal of the survey data used for this submittal for verification of slopes by our Technical Services group. A third party verification may also be required after review of the specific survey data information. • The new slopes proposed for the short plat must also be less than 40%, including the new slopes east of the new cul-de-sac. Please note that creation of a 2:1 slope is too steep for permitting development within the City of Renton. • A complete geotechnical report addressing the impacts of this proposed short plat, and the development of single family houses on the identified parcels must be submitted for review for this short plat, prior to submittal to the Hearing Examiner for public hearing EMERGENCY ACCESS • This site is currently accessed from the north via NW 2nd Place and Lind Av. NW. Both of these streets are significantly substandard in design for emergency access. NW 2nd Place is paved to only 10 to 12 feet in width, and has a slope in excess of 20%. Minimum emergency access standards are for 20 feet of pavement width, and slopes no steeper than 16%. Lind Av. NW is relatively flat, but is paved to only 8 to 10 feet in width. These streets as developed are not sufficient to allow for the creation of additional building lots. We therefore recommend the following conditions for approval of any further subdivision of this parcel: li MARCH 15, 1999 PAGE 2 1. The primary access must be from Lind Av. NW, since NW 2nd Place is too steep to meet City minimum standards. The new street within the short plat must be lined up with Lind Av. NW. The pavement width along NW Lind Av. must be widened to a minimum 20 feet in width for a minimum of 500 feet north of the site. 2. Any future houses on the new parcels within this short plat must have approved sprinkler systems installed. SEWER • There is an existing 8" sewer main in NW 2nd Place adjacent to the north side of the proposed short plat. The new parcel can be served by extending an 8" sewer main from the cul-de-sac of the short plat to this existing main. • Separate side sewers will be required for each parcel (no dual side sewers). The minimum slope for the side sewers shall be 2%. • Sewer System Development Charges of$585 per new single family parcel will be required for this plat. This fee must be paid prior to issuance of the construction permit for the preliminary short plat. WATER • The existing water main system in NW 2nd St/S. 132nd St south of the site is in the West Hill 270 Pressure Zone, which is too low of pressure for this site. The site must be served from the West Hill 450 Pressure Zone north of the site. The existing water mains in NW 2nd Place are not adequate for this proposal, as they are significantly undersized (1" and 2" lines). An 8" water main extension along NW Lind Av. NW north of the site will be required into the short plat, and along the frontage of the short plat with NW 2nd Place. • Fire hydrants will be required to current City standards within 300 feet of all proposed building sites for the new parcels. • Water System Development Charges of$850 per new single family parcel will be required for this plat. This fee must be paid prior to issuance of the construction permit for the preliminary short plat. DRAINAGE • A conceptual drainage plan and drainage report has been submitted with the site plan application for this project. The conceptual drainage plan is--ter includesdetention for the fully built out short plat, including future houses, driveways and roadway improvements. A permanent collection swale must also be constructed along the lower rear portions of proposed lots 8 and 9 to collect runoff from the new yards, preventing additional flow onto the adjacent lower properties. The runoff from the new houses must be tightlined into the storm drainage system constructed for the preliminary short plat. MARCH 15, 1999 PAGE 3 • Additionally, a piped conveyance system must be constructed for this short plat to direct the runoff from above the site to the drainage system in Taylor Av. NW. • Surface Water System Development Charges of $385 per new single family parcel will be required for this plat. This fee must be paid prior to issuance of the construction permit for the preliminary short plat. EROSION CONTROL MEASURES • Due to the steep nature of this site, and our concerns for possible erosion and sedimentation problems from further construction activities on the site, we recommend the following conditions for this short plat (for both preliminary plat development and future building permits for the individual lots): 1. The applicant shall install a silt fence along the downslope perimeter of the area that is to be disturbed. The silt fence shall be in place before clearing and grading is initiated, and shall be constructed in conformance with the specifications presented in Section D.4.3.1 of the King County Surface Water Design Manual, Appendix D. This will be required during the construction of both off-site and on-site improvements as well as building construction. 2. Shallow drainage swales shall be constructed to intercept surface water flow and route the flow away from the construction area to a stabilized discharge point. Vegetation growth shall be established in the ditch by seeding or placing sod. Depending on site grades, it may be necessary to line the ditch with rock to protect the ditch from erosion and to reduce flow rates. The design and construction or drainage swales shall conform to the specifications presented in Section 4.4.1 of the SWDM. Temporary pipe systems can also be used to convey stormwater across the site. This will be required during the construction of both off-site and on-site improvements as well as building construction. 3. The project contractor shall perform daily review and maintenance of all erosion and sedimentation control measures at the site during the construction of both off-site and on-site improvements as well as building construction. 4. Weekly reports on the status and condition of the erosion control plan with any recommendations of change or revision to maintenance schedules or installation shall be submitted by the project Engineer or record to the public works inspector for the preliminary short plat construction. Certification of the installation, maintenance and proper removal of the erosion control facilities shall be required prior to recording of the short plat. STREET IMPROVEMENTS • Lind Av. NW will need to be widened to a minimum of 20 feet in paved width for a minimum of 500 feet north of the project site (see Emergency Access comments). MARCH 15, 1999 PAGE 4 • City Code also requires frontage improvements along S 132nd St. (NW 2nd St.), unless these street improvements are deferred or waived by the Board of Public Works. • The new street interior to the short plat must be developed to City standards, including new pavement, curbs, gutters, sidewalks and street lighting. • All new electrical, phone and cable services to the short plat must be undergrounded. Construction of these franchise utilities must be inspected and approved by a City of Renton public works inspector prior to recording of the short plat. • Traffic mitigation fees of$75 per net new average daily trip ($716.25 per lot) will be required prior to recording of the plat (total of $6446.25). Fire mitigation and Parks mitigation fees must also be paid prior to recording of the plat. GENERAL • All required utility, drainage and street improvements will require separate plan submittals prepared according to City of Renton drafting standards by a registered Civil Engineer. The construction permit application must include a itemized cost estimate for these improvements. The fee for review and inspection of these improvements is 5% of the first $100,000 of the estimated construction costs; 4% of anything over $100,00 but less than $200,000, and 3% of anything over $200,000. Half of this fee must be paid upon application for construction permits (preliminary plat improvements), and the remainder when the construction permit is issued. There may be additional fees for water service related expenses. ii . CSV-Y . • fRO ��_i''� «'- :✓mow».: (A-• TO ►+P • -..+ '4P.'„‘., •i rr• iC-..v..rsw..+a,—wJ.w.Nay...• .+!:+...47.,w0"eX +�",i..". - ,41, ..r+�+;K ...t.. TF 1 1'ISP;E RT.A Tt � xIS1'fJ ONFE . s�a.��`i..-.-r-4s. rya,....+.- AY.✓ IM�rw ..t.+ Inti—.... .,....., — .n.- ,., .w.. Project Name C ill 1)rtrAj SLto✓t Plat Project Address G.In{ A v c. N IIJ 4f Mi.) Z'l a P) Contact Person t o m 1 Du w1L( Address Phone Number 1426 - 2 01 - 0665 • Permit Number 1-0A - en- I7 3 Project Description Na►4t I' s lroet p fa Land Use Type: Method of Calculation: ,R Residential Dr-1TE Trip Generation Manual q.55 /v- ❑ Retail 0 Traffic Study ❑ Non-retail 0 Other • Calculation: }Jew a(uil y trips — ( ) (1,55 ) = $5 . 4/5 Aui/y t rrPs At $75 104 "f.rre . (435. g5) ( t75) 6446.25 Transportation Mitigation Fee: i �O 14 6. 2.5 i ' - J Calculated by: , to W� Date: 3f /q9 II Account Number: }� "OD Date of Payment City of Renton Department of Planning/Building/Public Works ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET REVIEWING DEPARTMENT: h . COMMENTS DUE: MARCH 22, 1999 APPLICATION NO: LUA-98-173,SPHL-H,ECF DATE CIRCULATED: MARCH 08, 1999 APPLICANT: Gerald Rieker PROJECT MANAGER: Jennifer Toth Henning PROJECT TITLE: City View Short Plat WORK ORDER NO: 78462 LOCATION: Lind Avenue NW and NW 2nd Place SITE AREA: 1.76 acres I BUILDING AREA(gross): N/A SUMMARY OF PROPOSAL: The applicant, Gerald Rieker, proposes to subdivide a 1.76 acre property into 9 lots for eventual development of detached single family residential homes. New lots would range in size from 5,320 sq.ft. to 13,334 sq.ft. Access would be via a new street ending in a cul-de-sac. Project requires environmental review for steep slopes and short plat approval by the Hearing Examiner. 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 /�,4, B. POLICY-RELATED COMMENTS / , , C. CODE-RELATED COMMENTS /(:7/7 1 / We have reviewed this application with particular attention to those areas in which we have expertise and have identified areas of probable impact or areas where additional information is need to properly assess this proposal. 3/7 ignature of Director or Auth ized Representative Date ncvsoo nnr^ Rev.1 >.. City of Renton Department of Planning/Building/Public Works ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET REVIEWING DEPARTMENT: Cbostl/I,KC 101/ Sexuce, COMMENTS DUE: MARCH 22, 1999 APPLICATION NO: LUA-98-173,SPHL-H,ECF DATE CIRCULATED: MARCH 08, 1999 APPLICANT: Gerald Rieker PROJECT MANAGER: Jennifer Toth k#errpik nEj ' PROJECT TITLE: City View Short Plat WORK ORDER NO: 78462 LOCATION: Lind Avenue NW and NW 2nd Place ''', l {) t' 1q4C. SITE AREA: 1.76 acres I_ BUILDING AREA(gross): N/A SUMMARY OF PROPOSAL: The applicant, Gerald Rieker, proposes to subdivide a 1.76 acre property into 9 lots for 8* development of detached single family residential homes. New lots would range in size from 5,320 sq.ft. to 13,334 sq.ft. Access would be via a new street ending in a cul-de-sac. Project requires environmental review for steep slopes and short plat approval by the Hearing Examiner. 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 'fl i v E 1c.)/4 (1 r-j -- ( T>1 -i --0 :l S 7 2 �-- l 7-0 rC / r4 ),/ (7 0L. /S % - p /1- 11 -), r �c�?vtw.�A o �L12 c l7 c ro -` < oti � ITL ti_ s 4._ • j f Jcr j TL i 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 property assess this proposal. • Signature of Director or Authorized Representative Date City of Renton Department of Planning/Building/Public Works ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET REVIEWING DEPARTMENT: 'O 11Ce. COMMENTS DUE: MARCH 22, 1999 APPLICATION NO: LUA-98-173,SPHL-H,ECF DATE CIRCULATED: MARCH 08, 1999 APPLICANT: Gerald Rieker PROJECT MANAGER: Jennifer Toth Henning PROJECT TITLE: City View Short Plat WORK ORDER NO: 78462 LOCATION: Lind Avenue NW and NW 2nd Place SITE AREA: 1.76 acres BUILDING AREA(gross): N/A SUMMARY OF PROPOSAL: The applicant, Gerald Rieker, proposes to subdivide a 1.76 acre property into 9 lots for eventual development of detached single family residential homes. New lots would range in size from 5,320 sq.ft. to 13,334 sq.ft. Access would be via a new street ending in a cul-de-sac. Project requires environmental review for steep slopes and short plat approval by the Hearing Examiner. 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 1/ Energy/ Historic/Cultural Natural Resources Preservation Airport Environment 10,000 Feet 14,000 Feet -4,Le otic-e c i 0 I CX occ- es- ,n-ate& anri(,CCLI[It 3pi i can-fi IrYIG�� k)crien ce.. Cri nos I)ut ginq n10-er►als tcol auos,1 ,on eeci)rend 11,2r s-ctf- Cel1ce w h 1-eltiPara.rLi fenCtN ,riftg COnSt(t-ce,ti30 , a►l& ail mG.i-ericds Gu,tt Ieu fv be Iu red ,,f) Lu ut l l i I l I,i - et.)11.t?/1a_ GL S ile& I t S U-- B. POLICY-RELATED COMMENTS n i )10,)uA are It" J,ItH iu1 11 4 sal id - Gyre ,ex--er10( CkDX 4 S\ Walk- ) c f3 c fep-1101Q-s I Cum Gress ,'lu,n\l)ers at .rash n I 1 C l uj YU- ?(a c ela near O h 9 n i- scum . 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. Sign ure of vector or utho zed Representative Date �, . CITY OF RENTON N FIRE PREVENTION BUREAU MEMORANDUM DATE: March 15, 1999 TO: Jennifer Toth Henning, Planner FROM: Jim Gray, Assistant Fire Marshal SUBJECT: City View Short Plat, 400 Bik. NW d Street Fire Department Comments: 1. A fire hydrant with 1000 GPM fire flow is required within 300 feet of all new single family structures. If the building square footage exceeds 3600 square feet in area, the minimum fire flow increases to 1500 GPM and requires two hydrants within 300 feet of the structure. 2. A fire mitigation fee of$488.00 is required for all new single family structures. 3. Building addresses shall be posted and visible from the public street. 4. All new single family structures will need to be sprinklered since the dead end access exceeds 500 feet in length and the existing access roads do not meet minimum requirements as to grade and width. Please feel free to contact me if you have any questions. :IT\I VIEW SHORT PLAT LUA PORTIN THE NW 1/4 OF THE NW 1/4 LND SECTION 18, OWSHIP 23 NORTH, RANGE 5 EAST, W.M. CITYF ENTON, STATE OF WASHINGTON pp, Z GRAPHIC SCALE 1 2WATER PRESSURE S P `EX SSMH1 bZONE= 450' 7 SJO P38LPG 33 �J ( a PEei)o ,n� - RIM=19S 4Q �. 1 Inch- 40 eL 20 ft IE=1B6.9 8 �� I. 6 5 T1 \ I 1 '.11-' ;Y �j 1 X SSMN ►y! _ ` ,� • ir�l� i{ �.�"Btife.. 111�1 '� RIM=140.66 0 " Vie) ihdrigr--Mile".... 1.;30) --IE,134.49 I- .:.:. - 4 ..\": , ,:4 ae...„)1 i, illi , al II .0" ltInti ' ' • 3 4 4y /// �//7`'', , " ,-' •ll : a:! �t! �•�I►L►.y��li i�i�iTi�iL�._ r; _ o vil 41 L1� /A? " ' \ \ I 1 V �iti00010.1114* � 4(1 LEGEND 3 fI t/' ,/' I� / #♦♦',`9i#440lidi/�j,, 0 Ex SSMN Q DECIDUOUS 1RE£ ��jj 1 •, /� )• �// I III/ ... � EX CATCH BASIN TYPE i r. •port,'jy �1 '� '//•L� ` , 4'M fX CATCH BASIN TYPE 7 CONIFER TREE \ ! �, �`'1• ,/// , / } I�///�/I•I 0 •I�(l .M' g WATER VAL YE Q HEDGE \ • `4 /: / //_/ l.• — Ilkid 1// /�I `R• '^j F/RENIDRAN7 o UNITY POLE 'rii N - _./ eisiI ///,Plo ... 1 WATER METER I•I T / `` `y ��, II dr a i,". ��/ m TELEPHONE CABINET o MAkBOX¢' , 4 K I rsii I' �'/. �� _�'4IMI CABLE TV CABINET ROCKERY / _ /,/ a SICK VAULT0 MON IN CASE M '� A f SK.W N PK NAIL �,�i. ,y / .'_/ , .=i; �.tj/ 0 REBAR R ! - -� -lf.'�. L� J` /j • // NEW SSMH r:/ : • / / ' . — Ex WATER LINE If`K91'ry� /•// ,% /7 • ;—— / / . / // ,/ — — — Ex SANITARY SERER LINE ®rz T'/ 1 �\ I �� /' EX STORM LINE 1 t ' �, .'// il -- / ' SLOPE LEGEND vl 0 5 ., 1/, _ /// /// l aoo>t TO ssoaus ® a 4 � a AN D MO STEEPER SO-0.6'bI r/ 60.03' . II I I/NW./2nd ST ET. II\ Via-- r / IiI 1 J 9 8 I 7I I 11 I TRACTS 5 RE 6 EPRI,0 vOLN15cPG SA R J,JR H T CITY VIEW SHORT PLA T ��n* �, TOUMA ENGINEERS SLOPE ANALYSIS MAP ' WEST VALLEY BUSINESS PARK OWN.BY GJS DATE JOB NO. E. I 0�,,614 u .` 5652 50011119151 PLACE•ANTE 1-102•KENT,WA MOM 71905$JTDV.0 NOV. 1998 719'005-981 �41AL v4 PINTNE(425)251-0665 FAX(425)251-012.5 CHKD. BY SCALE SHEET SImxo •,'H.. 1 M.H.T. 1'=40' / OF / SURVEY NOTES CITY VIEW SHORT PLAT LUA INSTRUMENT NIKON TOTAL STATION DTM-AIOLG (5 SECOND INSTRUMENT). PORTION OF THE NW 1/4 OF THE NW 1/4 = LND METHOD USED: CTUAL FELD MEASUREMENWTS ITHAND ANGLES SECTION 18, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. WAC 332-130-070 DATE OF SURVEYOCTOBER 1998 CITY OF RENTON, STATE OF WASHINGTON GRAPHIC SCALE BASIS OF BEARING: NW 2nd PLACE BETWEEN TAYLOR AVE NW& NW MAPLE AVE NW(S 88'57'36'E) LEGEND A BENCHMARK: CITY OF RENTON MON 12128. EL - 30.856'(9.405M). OD' • MON IN CASE k 3•BRASS DISC STAMPED 'KING COUNTY SURVEY MON. EN-80 1973' F` 0 P/C NAIL I Inch r w'K INSIDE WALK ON NORTH SIDE OF AIRPORT WAY. 30'WEST I JNp 38 PG 33 0 FOUND OR IRON PIPE&CAP _ N88:71;75'W OF CHECKERED RUNWAY MARKER. -'-- S�L • SET REBAR&CAP j 1896.37' � NW 47H Sr 20Or Z JI 8 i 7 c( CITY OF RENTON MON11333 CITY OF RENTON MON/1896 2 •� 30' Jp' 6 J� I NW COB I8 T23N R5E !tu FND 1'R£BAR W/CAP W VO I • J ON CBONC MON IN CASE H CASE(1%9B)A 10'MON Ill) ..4....'• a. DOWN 0.8.01/98) ,t o ti J S883T36 E 230.02' . 0,M - - - - - - - �- -- - 22 a ti L s 120.01 O _ - _ _ ro 520.04' F TN 0 3a' u, 1' ' r _ 73. I1 2nd PLACE J S883T36 E ` 19 o 3 h 0 ; tl ct --- _.35'UTIL-y l --- ~ Q � � n + W '''''''.8‘ +0 ,,'J7495 3/ n' �' 3 I CURVE RADIUS LENGTH TANGENT DELTA I 1� • 5,l l0 s_I _\ II 2' I Cl 25.00' 38.95' 24.68' 89.15 50' 6,272 S.I. ! C2 50.00' 46.11' 24.84' 52'50'28' t-� a oI CJ 50.00' 31.66' 16.38' 36'16.42' \ J 0 W '� 7� `, , , N I CI 50.00' 11.35' S.60' 1J•14'12' Q w ?• C5 50.00' J5.00. fe.25' 4pp8'25" h ! + 3 I C6 50.00' 20.85' 10.58' 2353'12- (0 M. 01 440 - Cis M p� C7 50.00' 33.00' 1e.23' 40 V6.73' 01• tl1 pI/0 r ti C9 r` n I CB 50.00' 21,11' 10.72' 24.11'JS' N m 5 y 6� v 1- O 7.5'UM ESM'T C9 50.00' 36.54' 19.13' 4152'11" CIO 25.00' SO.JY 16.f2' 9I Jt'11" Z y) ��'4, 0'6 C8 h :n ON8B37'36" ^ UNE DIRECTION DISTANCE / l 4 ' o- _,I8,00' _ - - - �_ - LI sofY6•3'I W e.zo'3'/ H L7 N89V6'1]"W 10.J0' •^/M1 • 6.976 s./. h 7.50'- ! _ _ - LJ 53522.59"E 12.91' Y 70C 49.30' L4 S81 T)4'04'W 25.86' AV./ /^^' • - N e9176'1]"W I L5 SBJ-25'44"E 36.87' 3 1/ yo N L6 N8857'J6w J7.38' L� .-129 _ 0. o hL4 y _ - - 08'p4 p4^E 4T.75 C2 ,'6,663 s.I. '� 0'c h LEGAL DESCRIPTION - - - N81'04'04. c O \' LOT 58 OF N.H. LABMERS LAKE WASHINGTON PLAT, ACCORDING TO CJ I •• - - - = THE PLAT THEREOF, RECORDED IN VOLUME 6 OF PLAT$ PAGE(S)70, C4 " _ __ IN KING COUNTY, WASHINGTON; N89 06'17"W -- TOGETHER WTH VACATED SOUTH HALF OF SOUTH 131ST STREET Nt > (NW 2ND PLACE)ON THE NORTH, VACATED EAST HALF OF STEVENS H (9".• N 0 • llLl e. 6 ¥ AVENUE NW ADJOINING THE WEST, AND VACATED WEST HALF OF I LIND AVENUE NW ADJOINING THE EAST, AND O n' F lo',p0 ,:'i CITY OF RENTON ON1/919 12'349 s't A.0 • CO TOGETHER W1 TH THAT POR DAN OF 1Hf WEST HALF OF LOT 59 OF CHISELED SO 0 C TOP Hry 7.972 s.I A o ' �} N.H. LAAMERS LAKE WASHINGTON PLAT ACCORDING TO THE FLAT STAIRWAY(It/98) 0 7,818 s.T., THEREOF, RECORDED IN VOLUME 6 OF PLATS, PACE(S)70, IN KING • 0 COUNTY, WASHINGTON; TOGETHER WfTH VACATED EAST HALF OF ' LIND AVENUE NW ADJOINING THE WEST, DESCRIBED AS FOLLOWS.: 30. 8DOt 80.01 100.0+ C4GQ Z S89 06'17'E 16O•D jT - BEGINNING AT A POINT ON THE NORTH LINE OF SAID LOT 59 A 9r -- DISTANCE OF.3739 FEET FROM THE NORTHWEST CORNER THEREOF,' 1101.78' THENCE SOUTHWESTERLY ALONG A CURVE TO THE LEFT IN A NW 2nd STREET '9i RADIUS OF 25.00 FEET• AN ARC LENGTH OF 38.95 FEET, AND A CENTRAL CALC D ANGLE OF 8915'0- TO A POINT ON TANGENT; THENCE SOUTH 01 46 34' ENGINEER SURVEYOR WEST A DISTANCE OF 70.32 FEET; THENCE SOUTH 8857'36'EAST A DISTANCE OF 78.00 FEET; THENCE SOUTH Ot 4634'REST ---- _ __. TOUMA ENGINEERS A DISTANCE OF 80.20 FEET THENCE NORTH 89V6'17'WEST /n I 9 I 5 8 I - 6632 S. 191ST PL SUITE f-102 A DISTANCE or 90.00 FEET; THENCE NORTH OtY634'EAST VENT, WA. 98032 A DISTANCE OF 175.43 FEET TO THE SOUTH MARGIN OF NW 1ND PLACE; PH 425-251-0665 THENCE SOUTH 885736'EAST A DISTANCE OF 37.J9 FEET TO THE TRUE POINT OTF BEGINNING. TRACT OWNER/DEVELOPER (ALSO KNOWN AS N£W PARCEL A OF CITY OF RENTON LOT LINE _ N ACRE SA CAMBRIDGE HOMES NW INC. ADJUSTMENT NO. LUA - 99-020-LLA RECORDED UNDER EA . NE. RCING�L 15 pG KIRKLAND, WA.L 98033 RECORDING NO..____ -__-) PH. 425-300-9511 RECORDER'S CERTIFICATE No. LAND SURVEYOR'S CERTIFICATE "" t. _ctH r, CITY VIEW SHORT PLAT Filed for record this_day of ,19_ at_ M This map correctly represents a survey made ; ,J GCEI in book of at page of the request by me or under my direction in conformance i rr TOUMA ENGINEERS FOR with the requirements of the Survey Recording I j ' '- °= CAMBRIDGE HOMES NW INC. of Act at the request of Gerald Riekerli 1WEST VALLEY BUSINESS PARK OWN. BY GJS DATE ,roe No. in Dec. 1998 �-\- i 6632 SCUM/91S7 PLACE SUITE E-102•KCKT, IrA 96012 NOV. 1998 ,1/)ems • a 71905PPL.DWV719-005-981 TTT(((//// `Q+ -' PHONE(425)zsr-a6e3 FAX(425)251-0625 . Mgr. Supt. of Records Ce .1 I. . !/„m cHKD.N.H. SCALE SHEET C_ i 6ro t o N o. 94 70 ,,,,,,,,,,,,,,, H.T. 1 40. 1 of 3 CITY VIEW SHORT PLAT LUA PORTION OF THE NW 1/4 OF THE NW 1/4 LND SECTION 18, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. i CITY OF RENTON, STATE OF WASHINGTON ( 33 GRAPHIC SCALE __ ( WATER PRESSURE POD. Ex SSMH 1�( I zONE- 450' S�(1 03013 8 P5 33 » . s » \ R/M�195.�7 7 i Q (mTTCJ) 20 4�i I£.188.9 'Q 8 1I ( I 6 1 Inch. so rL 1' 5 66 ° 1/ �I' �l1f(\N1i��i .11 .'{ J x SSMH Q ,"� 1 I l'l I I / TI 1 1 w•- -t- }; �� -� 1 ` RIM13409 d / JE=734.49 ' Ili' to ei )' [-1/ ' ;• '' . lor---.- .)--, .).N-Ini---r7,--:------ , . 19 I ), / , „,„ • •• • __. 011I. ( ��i 2r dAC I J ,71 Q 1 � . aiv � 3 I� r';'. / ' I \ \, 1l l iLEGEND \ / _ 1I I I •, `1)7) •1�I ' . _ ,I (I 1AP� ,, EX SSMH Qi DECIDUOUS TREE 1T • ' .. I ' f I I / i U'T T'�� 0 EX CATCH BASIN TYPE'1 (' 1 1 ,' / , I • L✓Ok rtN170 ® EX CATCH BASIN TYPE 2 CONIFER TREE I I %\7.t� ,I /, ' i �( I l I „,( 1 I cI j27/1' % WATER VALVE HEDGE r ! I! 4 ( j.: / l I r( i I 1 7 X5'.Oa SM�T1 • 1 WA HYr1RANT 6 UTILITY POLE 7 / I ``\ `,''I' - - _ _ ._!1 ( 1 I 1 '� ® WATER METER GUY POLE 1�// ') /+ , .46 i B. '�= ..-- - - -- 1 '� _ � /. -_..-,1-i-� la o TELEPHONE CABINET )IIII° •f�/i / ( /� ►-��,•' .• ��. m CABLE TV CABINET CLLCl ROCKERY ;� _ �� u _ _ i I-, I ��- -i A ti I P POWER VAULT B Mpy M CASE 1 `l' / Iij' 8 / 7 1Y� SMN• ■ PX NAIL 4 4' , I �� 4,0.. - _ _O FOUND OF ON EPIPE BAR Q CAP • / ,in .rs—i !i NEW SSMH is / ,.' - EX WATER LINE ' Iv�/.'i, ' ♦ . poN , / ,..A J"./ // — _ EX SANITARY SEWER LINE EX STORM LINE \ 6) tt ppr,/iv • 4-,. .•. ; ,.. , , ,. /, 11 ,,.,•6 s ,, ,so • ,r .4, , ,,,,. , ,,, '' . r .7, , 7 --.., /to - . - --, -' / I ' I // i i, �'/ ' ' / ,J1 1 I ) /' I/ , / / 1' 777-, /• �' / / /;(/NW 2nd-'S ET ¶;7/ 1/ 7. I 4 41 ' �Il 11 / 1 9 I PETS 8 I 7 E I HERE T4 �+ EPRLiN VOL 15 PE 6 0,115 H T'6 CITY VIEW SHORT PLA T ?, �v' TOUMA ENGINEERS UT/CITIES AND GRADING PLAN • :Ir I NEST VALLEY BUSINESS PARK D1YN. BY GJS DATE JOB NO. I I:� �„-'4, Bata SOUTH r251-PLACE SUITE E-702•KENT w aeau 719055/T 0P.1 NOV. 1998 719-005-981 ,OWL pG` PHONE(425)a51-06l5 rAx(425)251-0425 CHKD. BY SCALE SHEET h"® r1:n. I M.H.T. 1..40• 2 or 3 CITY VIEW SHORT PLAT PORTION OF THE NW 1/4 OF THE NW 1/4 " SECTION 18, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. CITY OF RENTON, STATE OF WASHINGTON Tao, — , l 24O • `/!,�1,ION i eV-207.9 N/GN POINT A- rf71.1�LOW OINT V 196.08 ,/, PVT STA1- 1�b0 }Ow P Ni StA -1+s..e.! I f -PN�CDLe=-r20},00 -FH STA1N 2+$0 -'- ---.-1—_----_ - .► Pvi nevi- 195100 K-:J.J0 µD. -I 20.OB ' 40.4. I K I J.98 --- --- - - F eo.o¢'vc—.- O 220 - ; - O o p O O 1VD H X% yh 0.. ryI-4 _‘k .. , ., } m 111 A 7 m I - h m y qa ao o Ci N h h Nry N N N 1+00 2+00 3+00 1+00 5+00 o- r\R y_ TO CITY VIEW SHORT PLAT T _+ l'' TOUMA ENGINEERS LIND COURT NW = `" l • PROFILE v REST VALLEY BUSINESS PARK OWN. BY as DATE JOB NO. ;V.,v `.' 6eJ1 sa423 r251 PLACE AMC C-r01•KCKi,wA 9DOJ1 719055/T.DV(3 NOV. 1998 719-005-981 I 'N AL- PNOAr l�n)nr-Dees rAx l�Is)2sr-oels CHKO. BY SCALE SHEET J,x.:n ,rz,,, 1 M.H.T. 1"=10' 3 OF 3 1.Z2Ac. ", �,u..u,v a JOHN TNOM50N '�''° - -- o 712,8 f IA. ^ 1 •® U c .`6�'W i _.A, ." - xrT - I ut _ L,2 jrJa.s ` :1 ' a v,4.40 Ac 0 id . Imo31 Ac e�; yes I a r • an w 2 � a. . , 4 +rr a J M BAKER 2OSAc M e�,y1 '> �L 5 e �+` IL 2W .N T , Tt. ' 1.\M2 na•r 78 ® I r o. • � za, g ! �--_yam Vs i 1 ru• T7$Ac u:;= \\\ li 10 - \ i _[]�; , ^ 4 4i o _ = t"Y- ,ASS I '"0LAc M nn '' 'i tc ` '::�'ti4%4-s _ 3ROs - W rL" ri.43 OZ 8 l 1 b .,' �12 Y ll'X^Tfl - _ `- ' PL. I '' "a I 3 3 -tom } 72 2 _ s r11N I R •2. 1 4 _ a, C�7 ®s c Willa 2 ' 45 /� • _45--- z -3 7% 4'' `1.- o —W.� 11 RDA ST.BSrs ee.fir. 3 a24 F_ -- a-.r. • JAM Fd •,AID M1�' I ;.s--- •1', ~',* 5 O- sal» ,42„ 4 R z' .7, �V551>g taP. 0. Qom/: $ \in. o 157 +� 02 4 2j Z tr`-_' _ .. 1�1{/a' ~ ?e �� ^t cc � �! 057 Ac. __ -- *00 'LX10Tl.Z�!_i(i:41 J ♦ ., NOv r c 7�� a uN► r°. 11, ^^. L T J� U3SM = 4 - ai`. .I� oir.r S T. rO�'VAC. ,, ie t-j ' o.E3Ac o3AAchu3s 'E A 22 > , 5 W , Q c r z. o,3. n I Y ct.no r:.aCj ozzAc yl , as,. Cr o� 1 1 2 3 4 "� �r� LU �Ip a tt..� • • p\AOAM4 �' Ii .® 20 A - - "TTT r0 ° ] -..�.... a Al. gf ' w 18 ,•!/ = '�T 56 _-�-� ka:.:•: .• !o :,A _ J;"/_, � � , 21' 11.‘:.1,,,,lAc. o.nac ;l` 19 sNW :ND s �I 4.. zsLAND SS E.l.WEBS 0 •t' Y Ja 1 _'-J _ arena/\ / r 03 LffiAc- f" '1.4' 0 '•, 59 Q , j6:osti Q 61/ Q • 62 �/ • 04.2Ac. ItEtc '' ONAc ``� — - s, u ❑�}c�07 fNUR[N ~ �/ II: ,. IT �q7 O !Lr75 i`� >o°, - NTON 1 - ! .•L'J' i i a1$ o LjJ P 221 ` 14. ; '' I. a 5 '' >n Ls , S. 1. -, a. 1I 132 N D S T. ° J"`sT"9 ..+E..+to-- ��o s% / \\Je), ,- ,,,J . \., \ :,.. \., • >< �" CI , I I O \\ o ~ rr � . -�17, `„yam= Q .6 ! i ---•- 30 - `, VAC. \\ �:.7g; ^✓.�. w`\h �f 'tom c • F'F��,^ '/ h,�'� �` o� `\ tt�y 'k,n. 14 I L�" y1 " t 11,,ka' i\ i .A•r: 9 10 11 12 ,4• zs, R/q S T a "=,�- > a ' 13 q 326E' r r ^� a �� t a Y \ • 212 Ac 1�•'r epF 7-3/ '• c m• t v�-.e'e - I ir' BRIERE b COLASURLO • -Y- t 'o"c W h r �:e `C s Cji�� _ I� _ 1.02A•� .;6:. JW 3ARp - r ----. '�b/ o; 2 ,..�. --=^;a x id; -:0 K;,T 'I.:S iu : _ = SW s ..;ii W .,., i �-� ia� f�l. 1'o\I IIi ':' . 7A/n " 13e- . CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS DEPARTMENT MEMORANDUM DATE: JULY 6, 1999 TO: JENNIFER HENNING FROM: NEIL WATTS E P/ SUBJECT: CITY VIEW PLAT— STEVENS AVE NW RIGHT-OF-WAY The City View Short Plat, located on NW 2" Place and Maple Av NW, also has frontage on Stevens Av NW right-of-way along the westerly boundary of the site. This right-of-way is undeveloped, and is not be expected to be developed for street purposes due to slopes in excess of 40%. The easterly 30 feet of this right-of-way was vacated in the past, and is included in the proposed short plat. Rededication of this vacated right-of-way is not recommended. Street improvements are also not recommended in this right-of-way. An official action by the Board of Public Works will be required to defer or waive these street improvements prior to recording of the short plat. cc: Jana Hanson • III i I 1. I v WASHINGTON STATE DEPARTMENT OF Natural Resources JENNIFER M.BELCHER Commissioner of Public Lands DEVELOPMENT PLANNING CITY OF RENTON DATE: June 29, 1999 JUL 0 1999 TO: Jennifer Toth Henning RECEIVED City of Renton 1055 Grady Way Renton, WA 98055 FROM: David John Weiss Resource Protection Specialist South Puget Sound Region SUBJECT REVIEW OF: LUA-98-173 , SHPL-H, ECF ACTION SPONSOR: Gerald Rieker PROJECT: Timber Harvest/ Land Conversion [] We do not have an interest in the above project and have no comments on the proposal. [X] We do have an interest in the above project and wish to make the following comments: A *forest practices permit will be required for the harvest of timber associated with this project. cc: Dave Dietzman - SEPA Center - DNR SEPA#: 16260 SOUTH PUGET SOUND REGION 1950 FARMAN ST N I PO BOX 68 I ENUMCLAW, WA 98022-0068 FAX:(360)825-1672 I TTY:(360)825-6381 I TEL:(360)825-1631 Equal Opportunity/Affirmative Action Employer RECYCLED PAPER 0 CITY OF RENTON CURRENT PLANNING DIVISION AFFIDAVIT OF SERVICE BY MAILING On the 116 day of \uvtc , 1999, I deposited in the mails of the United States, a sealed envelope containing eve cteV v .Chrt%S. documents. This information was sent to: Name Representing Department of Ecology Don Hurter WSDOT KC Wastewater Treatment Division Larry Fisher Washington Department of Fisheries David F. Dietzman Department of Natural Resources Shirley Lukhang Seattle Public Utilities Duwamish Indian Tribe Rod Malcom Muckleshoot Indian Tribe Joe Jainga Puget Sound Energy (Signature of Sender) Sundia tc. Sec.rrv^ STATE OF WASHINGTON ) SS COUNTY OF KING ) I certify that I know or have satisfactory evidence that ee(_ signed this instrument and acknowledged it to be his/her/their ree and voluntary act for the` ises and purposes j mentioned in the instrument. Dated: J I I ig '7/1-1 Go Notary Public and for the State of Wa ton Notary (Print) MARILYN KAMCHEFF My appointment eicpfvddiSSION EXPIRES R/29/Q(4 Project Name: Vteu) Shor-A- P12 t Project Number: LVl1 ct8 —113 , S he 'v-4 1 E-Lr. NOTARY.DOC J. 4 : ,}; CITY RENTON Planning/Building/Public Works Department Jesse Tanner,Mayor Gregg Zimmerman P.E.,Administrator June 17, 1999 Washington State Department of Ecology Environmental Review Section PO Box 47703 Olympia, WA 98504-7703 Subject: Environmental Determinations Transmitted herewith is a copy of the Environmental Determination for the following project reviewed by the Environmental Review Committee (ERC) on June 15, 1999: DETERMINATION OF NON-SIGNIFICANCE-MITIGATED CITY VIEW SHORT PLAT LUA-98-173,SHPL-H,ECF The applicant, Gerald Rieker, proposes to subdivide a 1.76 acre property into eight (8) residential building lots. New parcels would range in size from 6,710 sq.ft. to 12,349 sq.ft. Steep areas on the east portion of the site would be preserved as a Native Grow Protection Easement. Access is proposed from Lind Ave. NW and NW 2nd Place. Project requires environmental review and short plat review by the Hearing Examiner. Location: Lind Avenue NW and NW 2nd Place. Appeals of the environmental determination must be filed in writing on or before 5:00 PM July 6, 1999. Appeals must be filed in writing together with the required $75.00 application fee with: Hearing Examiner, City of Renton, 1055 South Grady Way, Renton, WA 98055. Appeals to the Examiner are governed by City of Renton Municipal Code Section 4-8-11B. Additional information regarding the appeal process may be obtained from the Renton City Clerk's Office, (425)-430-6510. If you have questions, please call me at (425) 430-7286. For the Environmental Review Committee, 11111 r Toth H ning Project Mnage cc: King County Wastewater Treatment Division Larry Fisher, Department of Fisheries David F. Dietzman, Department of Natural Resources Don Hurter, Department of Transportation Shirley Lukhang, Seattle Public Utilities Duwamish Tribal Office Rod Malcom, Fisheries, Muckleshoot Indian Tribe (Ordinance) Joe Jainga, Puget Sound Energy agncyltt\ 1055 South Grady Way- Renton, Washington 98055 a4-, CITY vF RENTON Planning/Building/Public Works Department Jesse Tanner,Mayor Gregg Zimmerman P.E.,Administrator June 17, 1999 Mr. Tom Touma Touma Engineers 6632 South 191st Place, Suite E-102 Kent, WA 98032 SUBJECT: City View Short Plat Project No. LUA-98-173,SHPL-H,ECF Dear Mr. Touma: This letter is written on behalf of the Environmental Review Committee (ERC) and is to advise you that they have completed their review of the subject project. The ERC, on June 15, 1999, issued a threshold Determination of Non- Significance-Mitigated with Mitigation Measures. See the enclosed Mitigation Measures document. Appeals of the environmental determination must be filed in writing on or before 5:00 PM July 6, 1999. Appeals must be filed in writing together with the required $75.00 application fee with: Hearing Examiner, City of Renton, 1055 South Grady Way, Renton, WA 98055. Appeals to the Examiner are governed by City of Renton Municipal Code Section 4-8-11B. Additional information regarding the appeal process may be obtained from the Renton City Clerk's Office, (425)-430-6510. A Public Hearing will be held by the Renton Hearing Examiner at his regular meeting in the Council Chambers on the seventh floor of City Hall, 1055 South Grady Way, Renton, Washington, on July 13, 1999, at 9:00 AM to consider the Short Plat (SHPL). 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) 430-7286. For the Environmental Review Committee, 4eA, Je i e(Toth enning Project M ager cc: S. McGann; E. Melcher; T. Feaster; K. Lang; D. Helgeson; S. Roedder Mr. & Mrs. Gerald Rieker/Owners Enclosure dnsmftr 1055 South Grady Way - Renton, Washington 98055 rr,�..�.,a.�.,..rn.,o anti ror`„raari m�mr�i 9nOi nnct cnnci imar _ CITY OF RENTON DETERMINATION OF NON-SIGNIFICANCE (MITIGATED) MITIGATION MEASURES APPLICATION NO(S): LUA-98-173,SHPL-H,ECF APPLICANT: Gerald L. Rieker PROJECT NAME: City View Short Plat DESCRIPTION OF PROPOSAL: The applicant, Gerald Rieker, proposes to subdivide a 1.76 acre property into eight (8) residential building lots. New parcels would range in size from 6,710 sq.ft. to 12,349 sq.ft. Steep areas on the east portion of the site would be preserved as a Native Grow Protection Easement. Access is proposed from Lind Ave. NW and NW 2nd Place. Project requires environmental review and short plat review by the Hearing Examiner. LOCATION OF PROPOSAL: Lind Avenue NW and NW 2nd Place MITIGATION MEASURES: 1 a) The applicant shall follow the recommendations of the geotechnical engineering report and letters updating the geotechnical report as prepared for the subject parcel by Hart Crowser and Associates, Inc. with regard to site preparation, site construction, foundation design, erosion control, monitoring and documentation, except as noted below. An exception to this mitigation measure is that any recommendation for heavy ripping and blasting on the site is not allowed. The referenced geotechnical report is entitled: Preliminary Soils and Foundation Engineering Study, Lakeview Towers Condominium Complex, by Hart Crowser and Associates, Inc. and dated September 14, 1978. The letters amending that report, referencing City View Estates and City View Homes, are also by Hart Crowser, dated November 15, 1990 and January 26, 1999) 1 b) If heavy ripping or blasting is proposed as a construction method for the site, separate environmental review shall be required. 1 c) The applicant shall install a silt fence along the downslope perimeter of the are that is to be disturbed. The silt fence shall be in place before clearing and grading is initiated, and shall be constructed in conformance with the specifications presented in Section D.4.3.1 of the King Country Surface Water Design Manual, Appendix D. This will be required during the construction of both off-site and on-site improvements as well as building construction. 1 d) 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 Section 4.4.1 of the SWDM. Temporary pipe systems can also be used to convey stormwater across the site. This will be required during the construction of both off-site and on-site improvements as well as building construction. 1 e) 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. City View Short Plat LUA-98-173,SHPL-H,ECF Mitigation Measures (continued) Page 2 of 2 10 Weekly reports on the status and condition of the erosion control plan with any recommendations of change or revision to maintenance schedules or installation shall be submitted by the project Engineer of record to the public works inspector for the preliminary short plat construction. Certification of the installation, maintenance and proper removal of the erosion control facilities shall be required prior to recording of the short plat. 2a) The applicant shall pay the applicable Transportation Mitigation Fee at the rate of$75.00 per each new average weekday trip attributed to the project. The Transportation Mitigation Fee is payable prior to the recording of the short plat. 2b) The applicant shall be responsible for the widening of Lind Avenue NW from the property boundary to a point 500 feet north of the project site, to a width of 20 feet paved. The required improvement is to be installed prior to the recording of the short plat. 3. The applicant shall pay the appropriate Fire Mitigation Fee at a rate of$488.00 per each new single family residential lot created by the proposed short plat. The fee is due prior to the recording of the short plat 4. The applicant shall paythe appropriate Parks Mitigation Fee at the rate of$530.76 per each new PP PP single family residential lot. The fee is due prior to the recording of the short plat. 5. The applicant shall construct a permanent collection swale along the lower rear portion of the proposed Lots 7 and 8 to collect runoff from the new yards, preventing additional flow onto the adjacent lower properties. The runoff from the new houses must be tightlined into the storm drainage system constructed for the preliminary short plat. Additionally, a piped conveyance system must be constructed for this short plat to direct the runoff from above to the drainage system in Taylor Avenue NW. 111 • CITY OF RENTON DETERMINATION OF NON-SIGNIFICANCE (MITIGATED) ADVISORY NOTES APPLICATION NO(S): LUA-98-173,SHPL-H,ECF APPLICANT: Gerald L. Rieker PROJECT NAME: City View Short Plat DESCRIPTION OF PROPOSAL: The applicant, Gerald Rieker, proposes to subdivide a 1.76 acre property into eight (8) residential building lots. New parcels would range in size from 6,710 sq.ft. to 12,349 sq.ft. Steep areas on the east portion of the site would bed preserved as a Native Grow Protection Easement. Access is proposed from Lind Ave. NW and NW 2" Place. Project requires environmental review and short plat review by the Hearing Examiner. LOCATION OF PROPOSAL: Lind Avenue NW and NW 2nd Place Advisory Notes to Applicant: The following notes are supplemental information provided in conjunction with the environmental determination. Because these notes are provided as information only, they are not subject to the appeal process for environmental determinations. Fire Prevention 1. A fire hydrant with 1,000 gallons per minute (gpm) fire flow is required within 300 feet of all new single family structures. If the building square footage exceeds 3,600 square feet in area, the minimum fire flow increases to 1,500 gpm and requires two hydrants within 300 feet of the structure. 2. A fire mitigation fee of$488.00 is required for all new single family structures. 3. Building addresses shall be posted and visible from the public street. 4. All new single family structures will need to be sprinklered since the dead end access exceeds 500 feet in length and the existing access roads do not meet minimum requirements as to grade and width. Property Services 1. Property Services comments have forwarded separately to the applicant. Building 1. Driveways need to be a maximum width of 20 feet, and setback a minimum of 5 feet from the property line. The maximum permitted grade of driveways is 15%. Drains are required for driveways over 8%. Site contours need to be shown on the plans. Special construction methods needed to accommodate slopes. Parks 1. A Parks Mitigation Fee in the amount of$530.76 per each new single family residential home is required. Plan Review—Sewer 1. There is an existing 8-inch sewer main in NW 2nd Place adjacent to the north side of the proposed short plat. The new parcel can be served by extending an 8-inch sewer main from the cul-de-sac of the short plat to existing main. City View Short Plat LUA-98-173,SHPL-H,ECF Advisory Notes (continued) 2. Separate side sewers will be required for each parcel (no dual side sewers). The minimum slope for the side sewers shall be 2%. 3. Sewer System Development Charges of$585 per new single family parcel will be required for this plat. This fee must be paid prior to issuance of the construction permit for the preliminary short plat. Plan Review—Water 1. The existing water main system in NW 2"d Street South/South 132"d Street south of the site is in the West Hill 270 Pressure Zone, which is too low of pressure for this site. The site must be served form the West Hill 450 Pressure Zone north of the site. The existing water mains in NW 2"d Place are not adequate for this proposal, as they are significantly undersized (1-inch and 2-inch lines). An 8-inch water main extension along Lind Avenue NW, north of the site, will be required into the short plat, and along the frontage of the short plat with NW 2"d Place. 2. Fire hydrants will be required to current City Standards within 300 feet of all proposed building sites for the new parcels. 3. Water System Development charges of$850 per new single family parcel will be required to this plat. This fee must be paid prior to issuance of the construction permit for the preliminary short plat. Plan Review—Storm Drainage 1. A conceptual drainage plan and drainage report has been submitted with the site plan application for this project. The conceptual drainage plan includes detention for the fully built-out short plat, including future houses, driveways and roadway improvements. A permanent collection swale must also be constructed along the lower rear portions of proposed Lots 7 and 8 to collect runoff from the new yards, preventing additional flow onto the adjacent lower properties. The runoff from the new houses must be tightlined into the storm drainage system constructed for the preliminary short plat. 2. Additionally, a piped conveyance system must be constructed for this short plat to direct the runoff from above the site to the drainage system in Taylor Avenue NW. 3. Surface Water System Development Charges of$385 per new single family parcel will be required for this plat. This fee must be paid prior to issuance of the construction permit . Plan Review—Erosion Control Due to the steep nature of this site, and concerns for possible erosion and sedimentation problems from further construction activities on the site, the following conditions are recommended for this short plat (for both future development and future building permits for the individual lots): 1. The applicant shall install a silt fence along the downslope perimeter of the are that is to be disturbed. The silt fence shall be in place before clearing and grading is initiated, and shall be constructed in conformance with the specifications presented in Section D.4.3.1 of the King Country Surface Water Design Manual, Appendix D. This will be required during the construction of both off-site and on-site improvements as well as building construction. 2. Shallow drainage swales shall be constructed to intercept surface water flow and route the flow away from the construction area to a stabilized discharge point. Vegetation growth shall be established in the ditch by seeding or placing sod. Depending on site grades, it may be necessary to line the ditch with rock to protect the ditch from erosion and to reduce flow rates. The design and construction of drainage swales shall conform to the specifications presented in Section 4.4.1 of the SWDM. Temporary pipe systems can also be used to convey stormwater across the site. This will be required during the construction of both off-site and on-site improvements as well as building construction. 3. The project contractor shall perform daily review and maintenance of all erosion and sedimentation control measures at the site during the construction of both off-site and on-site improvements as well as building construction. City View Short Plat LUA-98-173,SHPL-H,ECF Advisory Notes (continued) 4. Weekly reports on the status and condition of the erosion control plan with any recommendations of change or revision to maintenance schedules or installation shall be submitted by the project Engineer of record to the public works inspector for the preliminary short plat construction. Certification of the installation, maintenance and proper removal of the erosion control facilities shall be required prior to recording of the short plat. Plan Review—Street Improvements 1. Lind Avenue NW will need to be widened to a minimum of 20 feet paved width for a minimum of 500 feet north of the project site (see Emergency Access comments, above). The primary access must be from Lind Avenue NW, since NW 2nd Place is too steep to meet City minimum standards. 2. City Code also requires frontage improvements along South 132nd Street(NW 2nd Street), unless these street improvements are deferred or waived by the Board of Public Works. 3. The new street interior to the short plat must be developed to City standards, including new pavement, curbs, gutters, sidewalks and street lighting. The new street must be lined up with Lind Avenue NW. Paving must be to a minimum width of 20 feet paved for a minimum of 500 feet north of the site. 4. All new electrical, phone and cable services to the short plat must be undergrounded. Construction of these franchise utilities must be inspected and approved by a City of Renton public works inspector prior to recording of the short plat. 5. Traffic mitigation fees of$75.00 per net new average daily trip ($716.25 per lot)will be required prior to recording of the short plat. Plan Review—General All required utility, drainage and street improvements will require separate plan submittals prepared according to City of Renton drafting standards by a registered Civil Engineer. The construction permit application must include an itemized cost estimate for these improvements. The fee for review and inspection of these improvements is 5% of the first $100,000 of the estimated construction costs; 4% of anything over$100,000 but less than $200,000 and 3% of anything over$200,000. Half of this fee must be paid upon application for construction permits (preliminary plat improvements) and the remainder when the construction permit is issued. There may be additional fees for water service related expenses. I I 1 CITY OF RENTON DETERMINATION OF NON-SIGNIFICANCE (MITIGATED) APPLICATION NO(S): LUA-98-173,SHPL-H,ECF APPLICANT: Gerald L. Rieker PROJECT NAME: City View Short Plat DESCRIPTION OF PROPOSAL: The applicant, Gerald Rieker, proposes to subdivide a 1.76 acre property into eight (8) residential building lots. New parcels would range in size from 6,710 sq.ft. to 12,349 sq.ft. Steep areas on the east portion of the site would be preserved as a Native Grow Protection Easement. Access is proposed from Lind Ave. NW and NW 2r Place. Project requires environmental review and short plat review by the Hearing Examiner. LOCATION OF PROPOSAL: Lind Avenue NW and NW 2nd Place LEAD AGENCY: City of Renton Department of Planning/Building/Public Works Development Planning Section The City of Renton Environmental Review Committee has determined that it does not have a probable significant adverse impact on the environment. An Environmental Impact Statement (EIS) is not required under RCW 43.21C.030(2)(c). Conditions were imposed as mitigation measures by the Environmental Review Committee under their authority of Section 4-6-6 Renton Municipal Code. These conditions are necessary to mitigate environmental impacts identified during the environmental review process. Appeals of the environmental determination must be filed in writing on or before 5:00 PM July 6, 1999. Appeals must be filed in writing together with the required $75.00 application fee with: Hearing Examiner, City of Renton, 1055 South Grady Way, Renton, WA 98055. Appeals to the Examiner are governed by City of Renton Municipal Code Section 4-8-11 B. Additional information regarding the appeal process may be obtained from the Renton City Clerk's Office, (425)- 430-6510. PUBLICATION DATE: June 21, 1999 DATE OF DECISION: June 15, 1999 SIGNATURES: GreggLiiti\aiman, Administrator DAT pertment of Planning/Building/Publi orks Jim Shepherd, Admrnistrator DATE Community Services / �, �t� /vim e� ' eefer, Fire hie DATE Renton Fire Department dnsmsig CITY OF RENTON DETERMINATION OF NON-SIGNIFICANCE (MITIGATED) MITIGATION MEASURES APPLICATION NO(S): LUA-98-173,SHPL-H,ECF APPLICANT: Gerald L. Rieker PROJECT NAME: City View Short Plat DESCRIPTION OF PROPOSAL: The applicant, Gerald Rieker, proposes to subdivide a 1.76 acre property into eight (8) residential building lots. New parcels would range in size from 6,710 sq.ft. to 12,349 sq.ft. Steep areas on the east portion of the site would be preserved as a Native Grow Protection Easement. Access is proposed from Lind Ave. NW and NW 2nd Place. Project requires environmental review and short plat review by the Hearing Examiner. LOCATION OF PROPOSAL: Lind Avenue NW and NW 2nd Place MITIGATION MEASURES: 1 a) The applicant shall follow the recommendations of the geotechnical engineering report and letters updating the geotechnical report as prepared for the subject parcel by Hart Crowser and Associates, Inc. with regard to site preparation, site construction, foundation design, erosion control, monitoring and documentation, except as noted below. An exception to this mitigation measure is that any recommendation for heavy ripping and blasting on the site is not allowed. The referenced geotechnical report is entitled: Preliminary Soils and Foundation Engineering Study, Lakeview Towers Condominium Complex, by Hart Crowser and Associates, Inc. and dated September 14, 1978. The letters amending that report, referencing City View Estates and City View Homes, are also by Hart Crowser, dated November 15, 1990 and January 26, 1999) 1 b) If heavy ripping or blasting is proposed as a construction method for the site, separate environmental review shall be required. 1 c) The applicant shall install a silt fence along the downslope perimeter of the are that is to be disturbed. The silt fence shall be in place before clearing and grading is initiated, and shall be constructed in conformance with the specifications presented in Section D.4.3.1 of the King Country Surface Water Design Manual, Appendix D. This will be required during the construction of both off-site and on-site improvements as well as building construction. 1 d) 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 Section 4.4.1 of the SWDM. Temporary pipe systems can also be used to convey stormwater across the site. This will be required during the construction of both off-site and on-site improvements as well as building construction. le) 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. City View Short Plat LUA-98-173,SHPL-H,ECF Mitigation Measures (continued) Page 2 of 2 1f) Weekly reports on the status and condition of the erosion control plan with any recommendations of change or revision to maintenance schedules or installation shall be submitted by the project Engineer of record to the public works inspector for the preliminary short plat construction. Certification of the installation, maintenance and proper removal of the erosion control facilities shall be required prior to recording of the short plat. 2a) The applicant shall pay the applicable Transportation Mitigation Fee at the rate of$75.00 per each new average weekday trip attributed to the project. The Transportation Mitigation Fee is payable prior to the recording of the short plat. 2b) The applicant shall be responsible for the widening of Lind Avenue NW from the property boundary to a point 500 feet north of the project site, to a width of 20 feet paved. The required improvement is to be installed prior to the recording of the short plat. 3. The applicant shall pay the appropriate Fire Mitigation Fee at a rate of$488.00 per each new single family residential lot created by the proposed short plat. The fee is due prior to the recording of the short plat 4. The applicant shall pay the appropriate Parks Mitigation Fee at the rate of$530.76 per each new single family residential lot. The fee is due prior to the recording of the short plat. 5. The applicant shall construct a permanent collection swale along the lower rear portion of the proposed Lots 7 and 8 to collect runoff from the new yards, preventing additional flow onto the adjacent lower properties. The runoff from the new houses must be tightlined into the storm drainage system constructed for the preliminary short plat. Additionally, a piped conveyance system must be constructed for this short plat to direct the runoff from above to the drainage system in Taylor Avenue NW. CITY OF RENTON DETERMINATION OF NON-SIGNIFICANCE (MITIGATED) ADVISORY NOTES APPLICATION NO(S): LUA-98-173,SHPL-H,ECF APPLICANT: Gerald L. Rieker PROJECT NAME: City View Short Plat DESCRIPTION OF PROPOSAL: The applicant, Gerald Rieker, proposes to subdivide a 1.76 acre property into eight (8) residential building lots. New parcels would range in size from 6,710 sq.ft. to 12,349 sq.ft. Steep areas on the east portion of the site would bed preserved as a Native Grow Protection Easement. Access is proposed from Lind Ave. NW and NW 2" Place. Project requires environmental review and short plat review by the Hearing Examiner. LOCATION OF PROPOSAL: Lind Avenue NW and NW 2nd Place Advisory Notes to Applicant: The following notes are supplemental information provided in conjunction with the environmental determination. Because these notes are provided as information only, they are not subject to the appeal process for environmental determinations. Fire Prevention 1. A fire hydrant with 1,000 gallons per minute (gpm)fire flow is required within 300 feet of all new single family structures. If the building square footage exceeds 3,600 square feet in area, the minimum fire flow increases to 1,500 gpm and requires two hydrants within 300 feet of the structure. 2. A fire mitigation fee of$488.00 is required for all new single family structures. 3. Building addresses shall be posted and visible from the public street. 4. All new single family structures will need to be sprinklered since the dead end access exceeds 500 feet in length and the existing access roads do not meet minimum requirements as to grade and width. Property Services 1. Property Services comments have forwarded separately to the applicant. Building I 1. Driveways need to be a maximum width of 20 feet, and setback a minimum of 5 feet from the property line. The maximum permitted grade of driveways is 15%. Drains are required for driveways over 8%. Site contours need to be shown on the plans. Special construction methods needed to accommodate slopes. Parks 1. A Parks Mitigation Fee in the amount of$530.76 per each new single family residential home is required. Plan Review—Sewer 1. There is an existing 8-inch sewer main in NW 2"d Place adjacent to the north side of the proposed short plat. The new parcel can be served by extending an 8-inch sewer main from the cul-de-sac of f the short plat to existing main. City View Short Plat LUA-98-173,SHPL-H,ECF Advisory Notes (continued) 2. Separate side sewers will be required for each parcel (no dual side sewers). The minimum slope for the side sewers shall be 2%. 3. Sewer System Development Charges of$585 per new single family parcel will be required for this plat. This fee must be paid prior to issuance of the construction permit for the preliminary short plat. Plan Review—Water 1. The existing water main system in NW 2nd Street South/South 132nd Street south of the site is in the West Hill 270 Pressure Zone, which is too low of pressure for this site. The site must be served form the West Hill 450 Pressure Zone north of the site. The existing water mains in NW 2nd Place are not adequate for this proposal, as they are significantly undersized (1-inch and 2-inch lines). An 8-inch water main extension along Lind Avenue NW, north of the site, will be required into the short plat, and along the frontage of the short plat with NW 2nd Place. 2. Fire hydrants will be required to current City Standards within 300 feet of all proposed building sites for the new parcels. 3. Water System Development charges of$850 per new single family parcel will be required to this plat. This fee must be paid prior to issuance of the construction permit for the preliminary short plat. Plan Review—Storm Drainage 1. A conceptual drainage plan and drainage report has been submitted with the site plan application for this project. The conceptual drainage plan includes detention for the fully built-out short plat, including future houses, driveways and roadway improvements. A permanent collection swale must also be constructed along the lower rear portions of proposed Lots 7 and 8 to collect runoff from the new yards, preventing additional flow onto the adjacent lower properties. The runoff from the new houses must be tightlined into the storm drainage system constructed for the preliminary short plat. 2. Additionally, a piped conveyance system must be constructed for this short plat to direct the runoff from above the site to the drainage system in Taylor Avenue NW. 3. Surface Water System Development Charges of$385 per new single family parcel will be required for this plat. This fee must be paid prior to issuance of the construction permit . Plan Review—Erosion Control Due to the steep nature of this site, and concerns for possible erosion and sedimentation problems from further construction activities on the site,the following conditions are recommended for this short plat (for both future development and future building permits for the individual lots): 1. The applicant shall install a silt fence along the downslope perimeter of the are that is to be disturbed. The silt fence shall be in place before clearing and grading is initiated, and shall be constructed in conformance with the specifications presented in Section D.4.3.1 of the King Country Surface Water Design Manual, Appendix D. This will be required during the construction of both off-site and on-site improvements as well as building construction. 2. Shallow drainage swales shall be constructed to intercept surface water flow and route the flow away from the construction area to a stabilized discharge point. Vegetation growth shall be established in the ditch by seeding or placing sod. Depending on site grades, it may be necessary to line the ditch with rock to protect the ditch from erosion and to reduce flow rates. The design and construction of drainage swales shall conform to the specifications presented in Section 4.4.1 of the SWDM. Temporary pipe systems can also be used to convey stormwater across the site. This will be required during the construction of both off-site and on-site improvements as well as building construction. 3. The project contractor shall perform daily review and maintenance of all erosion and sedimentation control measures at the site during the construction of both off-site and on-site improvements as well as building construction. City View Short Plat LUA-98-173,SHPL-H,ECF Advisory Notes (continued) 4. Weekly reports on the status and condition of the erosion control plan with any recommendations of change or revision to maintenance schedules or installation shall be submitted by the project Engineer of record to the public works inspector for the preliminary short plat construction. Certification of the installation, maintenance and proper removal of the erosion control facilities shall be required prior to recording of the short plat. Plan Review—Street Improvements 1. Lind Avenue NW will need to be widened to a minimum of 20 feet paved width for a minimum of 500 feet north of the project site (see Emergency Access comments, above). The primary access must be from Lind Avenue NW, since NW 2na Place is too steep to meet City minimum standards. 2. City Code also requires frontage improvements along South 132"d Street (NW 2nd Street), unless these street improvements are deferred or waived by the Board of Public Works. 3. The new street interior to the short plat must be developed to City standards, including new pavement, curbs, gutters, sidewalks and street lighting. The new street must be lined up with Lind Avenue NW. Paving must be to a minimum width of 20 feet paved for a minimum of 500 feet north of the site. 4. All new electrical, phone and cable services to the short plat must be undergrounded. Construction of these franchise utilities must be inspected and approved by a City of Renton public works inspector prior to recording of the short plat. 5. Traffic mitigation fees of$75.00 per net new average daily trip ($716.25 per lot)will be required prior to recording of the short plat. Plan Review—General All required utility, drainage and street improvements will require separate plan submittals prepared according to City of Renton drafting standards by a registered Civil Engineer. The construction permit application must include an itemized cost estimate for these improvements. The fee for review and inspection of these improvements is 5% of the first $100,000 of the estimated construction costs; 4% of anything over$100,000 but less than $200,000 and 3% of anything over$200,000. Half of this fee must be paid upon application for construction permits (preliminary plat improvements) and the remainder when the construction permit is issued. There may be additional fees for water service related expenses. 140-1111cE ENVIRONMENTAL DETERMINATION POSTED TO NOTIFY INTERESTED PERSONS OF AN ENVIRONMENTAL ACTION PROJECT NAME: CITY VIEW SHORT PLAT PROJECT NUMBER: LUA-98-173,SHPL-H,ECF The applicant,Gerald Rieker,proposes to subdivide a 1.76 acre property into eight(8)residential building lots. New parcels would range in size from 6,710 sq.ft.to 12,349 sq.ft. Steep areas on the east portion of the site would be preserved as a Native Grow Protection Easement. Access is proposed from Lind Ave.NW and NW 2nd Place. Project requires environmental review and short plat review by the Hearing Examiner. Location: Lind Avenue NW and NW 2nd Place. THE CITY OF RENTON ENVIRONMENTAL REVIEW COMMITTEE (ERC) HAS DETERMINED THAT THE PROPOSED ACTION DOES NOT HAVE A SIGNIFICANT ADVERSE IMPACT ON THE ENVIRONMENT. ill Appeals of the environmental determination must be filed in writing on or before 5:00 PM July 6, 1999. Appeals must be filed in writing together with the required $75.00 application fee with: Hearing Examiner, City of Renton, 1055 South Grady Way,Renton,WA 98055. Appeals to the Examiner are governed by City of Renton Municipal Code Section 4-8-11B. Additional information regarding the appeal process may be obtained from the Renton City Clerk's Office,(425)-430-6510. A Public Hearing will be held by the Renton Hearing Examiner at his regular meeting in the Council Chambers on the seventh floor of City Hall,July 13, 1999, at 9:00 AM to consider the SHPL. If the Environmental Determination is appealed,the appeal will be heard as part of this public hearing. Interested parties are invited to attend the public hearing W5.85 E. ill ''' I "4 N " 4 .ar�T 4o� =0.1, µ1 KW .o� I f.-31l D per J ?I ov�.r nrt� • .i ,e;7o �, ^ 22 k > ----I 1l ll.l •'' Q _ 64 III , Q `_ _ ,. 21 n 5 Sg a i� /Sa/3 x - _ 35c'; `t! -1 • ^8 7 6 .$;, - s° ,h® .� 12076 °,5^Cf, , ' . , , ns /651i —L:.J..,'---L—~ i� - NYC t_: '_. 7 /► • 'le Y 19 v sN.W. 2 ND r -P- r ] I 111 b w p ' IP' '''...It ----------- .-`,!/.4c 1---.) ,p,„ :, ;,,„, .91 ''' .-j 0 u4 AC \ ��C \_ eo , o �� o Q/�'/1� -L175_ 411 3e, "RENTON 'OR i .,_' , 3e1 L f IT ,, __ .T \S. - -:E. X1132ND _ . ST a NW. ND .- Ya 1 .7, q I\o- ® III r i 9 Im_ v , 1,1 -fix \ ll II VIA 0 -4:9<-' \ ;" -..-1 a\ ''''. - FOR FURTHER INFORMATION, PLEASE CONTACT THE CITY OF RENTON, DEVELOPMENT , SERVICES DIVISION AT(425)430-7200. , 1 ,.. DO NOT REMOVE THIS NOTICE WITHOUT PROPER AUTHORIZATION Pleast3( al+uf e t 1e prrjec IAWASER'when calling for proper file.identification, I NOTICE OF ENVIRONMENTAL DETERMINATION ENVIRONMENTAL REVIEW COMMITTEE RENTON, WASHINGTON The Environmental Review Committee (ERC) has issued a Determination of Non-Significance - Mitigated for the following project under the authority of the Renton Municipal Code. CITY VIEW SHORT PLAT LUA-98-173,SHPL-H,ECF The applicant proposes to subdivide a 1.76 acre property into eight (8) residential building lots. Project requires environmental review and short plat review by the Hearing Examiner. Location: Lind Ave. NW and NW 2nd Place. Appeals of the environmental determination must be filed in writing on or before 5:00 PM July 6, 1999. Appeals must be filed in writing together with the required $75.00 application fee with: Hearing Examiner, City of Renton, 1055 South Grady Way, Renton, WA 98055. Appeals to the Examiner are governed by City of Renton Municipal Code Section 4-8-11 B. Additional information regarding the appeal process may be obtained from the Renton City Clerk's Office, (425)-430-6510. A Public Hearing will be held by the Renton Hearing Examiner at his regular meeting in the Council Chambers on the seventh floor of City Hall, July 13, 1999, at 9:00 AM to consider the SHPL. If the Environmental Determination is appealed, the appeal will be heard as part of this public Clearing. Interested parties are invited to attend the public hearing. Publication Date: June 21, 1999 Account No. 51067 dnsmpub.dot STAFF City of Renton REPORT Department of Planning/Building/Public Works ENVIRONMENTAL REVIEW COMMITTEE A. BACKGROUND ERC MEETING DATE June 15, 1999 Project Name City View Short Plat Applicant Gerald L. Rieker 11017 101st Place NE Kirkland, WA 98033 Contact Tom Touma, Touma Engineers 6632 South 191st Place, Suite E-102 Kent, WA 98032 File Number LUA-098-173, SHPL-H,ECF Project Manager Jennifer Toth Henning Project Description Gerald Rieker proposes to subdivide a 1.76 acre property into 8 lots suitable for the development of detached single family residential homes. New parcels would range in size from 6,710 s.f. to 12,349 s.f. Steep slopes areas on the eastern portion of the site would be preserved as a Native Growth Protection Easement. Access is proposed from Lind Avenue NW and NW 2nd Place. Project Location Lind Avenue NW and NW 2nd Place Exist. Bldg. Area gsf N/A Proposed New Bldg. Area gsf N/A Site Area 1.76 acres Total Building Area gsf N/A RECOMMENDATION Staff Recommend that the Environmental Review Committee issue a Determination of Non-Significance-Mitigated(DNS.-M) 4 ,K. �r 14.1V.VV. ooar 4 �1v /i3.33 • :' LLl ..— ,_, Joy�. Li > •—•r re.7a ,0 ^ 22 x ] --- J �• d Q _ EI — .1, '; \ 1.1 J r3s�< � 3 � e h z5 ^�. �� ?3o.i3 r ---� 2iy r.M a `•�.8 7 6 5„ k. 19 sN.W. 2ND _ — �_� \ �. 3 s '.1A ,I 'GG NCO a ;I VZre/ y ` z 9 1 W n O 4 ------,,,._ 11 ' - a. * . ___ >- ; ---- '*-4,,c cr) r . IrArArd , _ ' J-7 gp" i- i .O b4 Ac ` / °. 3a 1 ;1. o ' 'i.r� ” -RENTON •••• , ' 11 L;l I T z;o Ci \J S. !— ""' E" -1I32ND ST. N.W. 2ND ,. o s r. 4 ' Project Location Iota �� 0 ';� ERCRPT API \ H ��4x -'°_-r City of Renton P/B/PW Department Envir ntal Review Committee Staff Report CITY VIEW SHORT PLAT LUA-98-1 73,SHPL-H,ECF REPORT AND DECISION OF(INSERT DECISION DATE) Page2 of 8 B. RECOMMENDATION Based on analysis of probable impacts from the proposal, staff recommends that the Responsible Officials make the following Environmental Determination: DETERMINATION OF X DETERMINATION OF NON-SIGNIFICANCE - NON—SIGNIFICANCE-MITIGATED. Issue DNS with 14 day Appeal Period. X Issue DNS-M with 14 day Appeal Period. Issue DNS-M with 15 day Comment Period followed by a 14 day Appeal Period. C. MITIGATION MEASURES 1 a) The applicant shall follow the recommendations of the geotechnical engineering report and letters updating the geotechnical report as prepared for the subject parcel by Hart Crowser and Associates, Inc. with regard to site preparation, site construction, foundation design, erosion control, monitoring and documentation, except as noted below. An exception to this mitigation measure is that any recommendation for heavy ripping and blasting on the site is not allowed. The referenced geotechnical report is entitled: Preliminary Soils and Foundation Engineering Study, Lakeview Towers Condominium Complex, by Hart Crowser and Associates, Inc. and dated September 14, 1978. The letters amending that report, referencing City View Estates and City View Homes, are also by Hart Crowser, dated November 15, 1990 and January 26, 1999) 1 b) If heavy ripping or blasting is proposed as a construction method for the site, separate environmental review shall be required. 1 c) The applicant shall install a silt fence along the downslope perimeter of the are that is to be disturbed. The silt fence shall be in place before clearing and grading is initiated, and shall be constructed in conformance with the specifications presented in Section D.4.3.1 of the King Country Surface Water Design Manual, Appendix D. This will be required during the construction of both off-site and on-site improvements as well as building construction. 1 d) 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 Section 4.4.1 of the SWDM. Temporary pipe systems can also be used to convey stormwater across the site. This will be required during the construction of both off-site and on-site improvements as well as building construction. 1 e) 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. 1 f) Weekly reports on the status and condition of the erosion control plan with any recommendations of change or revision to maintenance schedules or installation shall be submitted by the project Engineer of record to the public works inspector for the preliminary short plat construction. Certification of the installation, maintenance and proper removal of the erosion control facilities shall be required prior to recording of the short plat. 2a) The applicant shall pay the applicable Transportation Mitigation Fee at the rate of$75.00 per each new average weekday trip attributed to the project. The Transportation Mitigation Fee is payable prior to the recording of the short plat. 2b) The applicant shall be responsible for the widening of Lind Avenue NW from the property boundary to a point 500 feet north of the project site, to a width of 20 feet paved. The required improvement is to be installed prior to the recording of the short plat. ERCRPT City‘ofRenton PB/PWDepartment Envir ntal Review Committee Staff Report CITY VIEW SHORT PLAT LUA-98-173,SHPL-H,ECF REPORT AND DECISION OF(INSERT DECISION DATE) Page3 of 8 3. The applicant shall pay the appropriate Fire Mitigation Fee at a rate of$488.00 per each new single family residential lot created by the proposed short plat. The fee is due prior to the recording of the short plat 4. The applicant shall pay the appropriate Parks Mitigation Fee at the rate of$530.76 per each new single family residential lot. The fee is due prior to the recording of the short plat. 5. The applicant shall construct a permanent collection swale along the lower rear portion of the proposed Lots 7 and 8 to collect runoff from the new yards, preventing additional flow onto the adjacent lower properties. The runoff from the new houses must be tightlined into the storm drainage system constructed for the preliminary short plat. Additionally, a piped conveyance system must be constructed for this short plat to direct the runoff from above to the drainage system in Taylor Avenue NW. 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. Fire Prevention 1. A fire hydrant with 1,000 gallons per minute (gpm) fire flow is required within 300 feet of all new single family structures. If the building square footage exceeds 3,600 square feet in area, the minimum fire flow increases to 1,500 gpm and requires two hydrants within 300 feet of the structure. 2. A fire mitigation fee of$488.00 is required for all new single family structures. 3. Building addresses shall be posted and visible from the public street. 4. All new single family structures will need to be sprinklered since the dead end access exceeds 500 feet in length and the existing access roads do not meet minimum requirements as to grade and width. Property Services 1. Property Services comments have forwarded separately to the applicant. Building 1. Driveways need to be a maximum width of 20 feet, and setback a minimum of 5 feet from the property line. The maximum permitted grade of driveways is 15%. Drains are required for driveways over 8%. Site contours need to be shown on the plans. Special construction methods needed to accommodate slopes. Parks 1. A Parks Mitigation Fee in the amount of$530.76 per each new single family residential home is required. Plan Review—Sewer 1. There is an existing 8-inch sewer main in NW 2nd Place adjacent to the north side of the proposed short plat. The new parcel can be served by extending an 8-inch sewer main from the cul-de-sac of the short plat to existing main. 2. Separate side sewers will be required for each parcel (no dual side sewers). The minimum slope for the side sewers shall be 2%. 3. Sewer System Development Charges of$585 per new single family parcel will be required for this plat. This fee must be paid prior to issuance of the construction permit for the preliminary short plat. Plan Review—Water 1. The existing water main system in NW 2nd Street South/South 1 32nd Street south of the site is in the West Hill 270 Pressure Zone, which is too low of pressure for this site. The site must be served form the West Hill 450 Pressure Zone north of the site. The existing water mains in NW 2nd Place are not adequate for this proposal, as they are significantly undersized (1-inch and 2-inch lines). An 8-inch water main extension along Lind Avenue NW, north ERCRPT City of RentonPB/PWDepartment Envir ntal Review Committee Staff Report CITY VIEW SHORT PLAT LUA-98-173,SHPL-H,ECF REPORT AND DECISION OF(INSERT DECISION DATE) Page4 of 8 of the site, will be required into the short plat, and along the frontage of the short plat with NW 2nd Place. 2. Fire hydrants will be required to current City Standards within 300 feet of all proposed building sites for the new parcels. 3. Water System Development charges of$850 per new single family parcel will be required to this plat. This fee must be paid prior to issuance of the construction permit for the preliminary short plat. Plan Review—Storm Drainage 1. A conceptual drainage plan and drainage report has been submitted with the site plan application for this project. The conceptual drainage plan includes detention for the fully built-out short plat, including future houses, driveways and roadway improvements. A permanent collection swale must also be constructed along the lower rear portions of proposed Lots 7 and 8 to collect runoff from the new yards, preventing additional flow onto the adjacent lower properties. The runoff from the new houses must be tightlined into the storm drainage system constructed for the preliminary short plat. 2. Additionally, a piped conveyance system must be constructed for this short plat to direct the runoff from above the site to the drainage system in Taylor Avenue NW. 3. Surface Water System Development Charges of$385 per new single family parcel will be required for this plat. This fee must be paid prior to issuance of the construction permit . Plan Review— Erosion Control Due to the steep nature of this site, and concerns for possible erosion and sedimentation problems from further construction activities on the site, the following conditions are recommended for this short plat (for both future development and future building permits for the individual lots): 1. The applicant shall install a silt fence along the downslope perimeter of the are that is to be disturbed. The silt fence shall be in place before clearing and grading is initiated, and shall be constructed in conformance with the specifications presented in Section D.4.3.1 of the King Country Surface Water Design Manual, Appendix D. This will be required during the construction of both off-site and on-site improvements as well as building construction. 2. Shallow drainage swales shall be constructed to intercept surface water flow and route the flow away from the construction area to a stabilized discharge point. Vegetation growth shall be established in the ditch by seeding or placing sod. Depending on site grades, it may be necessary to line the ditch with rock to protect the ditch from erosion and to reduce flow rates. The design and construction of drainage swales shall conform to the specifications presented in Section 4.4.1 of the SWDM. Temporary pipe systems can also be used to convey stormwater across the site. This will be required during the construction of both off-site and on-site improvements as well as building construction. 3. The project contractor shall perform daily review and maintenance of all erosion and sedimentation control measures at the site during the construction of both off-site and on-site improvements as well as building construction. 4. Weekly reports on the status and condition of the erosion control plan with any recommendations of change or revision to maintenance schedules or installation shall be submitted by the project Engineer of record to the public works inspector for the preliminary short plat construction. Certification of the installation, maintenance and proper removal of the erosion control facilities shall be required prior to recording of the short plat. Plan Review—Street Improvements 1. Lind Avenue NW will need to be widened to a minimum of 20 feet paved width for a minimum of 500 feet north of the project site (see Emergency Access comments, above). The primary access must be from Lind Avenue NW, since NW 2nd Place is too steep to meet City minimum standards. 2. City Code also requires frontage improvements along South 132nd Street (NW 2nd Street), unless these street improvements are deferred or waived by the Board of Public Works. 3. The new street interior to the short plat must be developed to City standards, including new pavement, curbs, gutters, sidewalks and street lighting. The new street must be lined up with Lind Avenue NW. Paving must be to a minimum width of 20 feet paved for a minimum of 500 feet north of the site. 4. All new electrical, phone and cable services to the short plat must be undergrounded. Construction of these franchise utilities must be inspected and approved by a City of Renton public works inspector prior to recording of ERCRPT City'ofRenton P/B/PW Department Envir ntal Review Committee Staff Report CITY VIEW SHORT PLAT LUA-98-173,SHPL-H,ECF REPORT AND DECISION OF(INSERT DECISION DATE) PageS of 8 the short plat. 5. Traffic mitigation fees of$75.00 per net new average daily trip ($716.25 per lot) will be required prior to recording of the short plat. Plan Review—General All required utility, drainage and street improvements will require separate plan submittals prepared according to City of Renton drafting standards by a registered Civil Engineer. The construction permit application must include an itemized cost estimate for these improvements. The fee for review and inspection of these improvements is 5% of the first$100,000 of the estimated construction costs; 4% of anything over$100,000 but less than $200,000 and 3% of anything over$200,000. Half of this fee must be paid upon application for construction permits (preliminary plat improvements) and the remainder when the construction permit is issued. There may be additional fees for water service related expenses. D. ENVIRONMENTAL IMPACTS In compliance with RCW 43.21 C. 240, the following project environmental review addresses only those project impacts that are not adequately addressed under existing development standards and environmental regulations. 1. Earth Impacts: The 1.7 acre site is located on an east facing slope, generally in an area called West Hill. The applicant has provided a slope analysis map, geotechnical report, and addendum letters. The geotechnical report entitled: Preliminary Soils and Foundation Engineering Study, Lakeview Towers Condominium Complex, prepared by Hart Crowser and Associates, Inc., is dated September 14, 1978. This report was prepared for a previously proposed development of four structures, each six stories in height, for a total of 86 dwelling units. Subsequent letters prepared by Hart Crowser on November 15, 1990 and January 26, 1999), have also been submitted. The geotech report indicates that the average site slope is about 25%with local slopes greater than 26% and ranging as high as 100%, primarily in the northwest portion of the site. According to the report, the steeper slopes appear to be bedrock controlled. For the previous proposal, excavations of up to 13 feet in depth were anticipated, with close to vertical cuts. Development of the eastern portion of the site at the depths proposed in 1978 would have required heavy ripping and/or blasting. Since the same type of construction techniques are not expected with the City View proposal, this issue will not be addressed herein. Recommendations of the geotechnical report that are applicable to the current short plat proposal for the creation of eight building lots include the placement of structural fill beneath paved surfaces (with proper placement and compaction); the presence of an experienced soils inspector on site during the placement of the structural fill to monitor filling and make field density tests; importation of clean granular fill material based as needed depending on site and weather conditions. For foundations, the report recommends continuous and individual spread footings. Interior floors could be constructed as slab-on-grade above properly prepared soils. Subsequent letters from Hart Crowser(in 1990 and 1999) state that site soils are suitable for support of the proposed residential structures using shallow spread footing foundations and slabs-on-grade. It appears that development of the short plat as proposed could be accomplished with regard to geotechnical engineering issues, provided that recommendations of the reports are followed. However, due to the presence of steep slopes, and because the site has been extensively cleared, erosion and sedimentation control measures would be required as discussed in the mitigation measures below. ERCRPT City of Renton PB/PWDepartment Envir ntal Review Committee Staff Report CITY VIEW SHORT PLAT LUA-98-1 73,SHPL-H,ECF REPORT AND DECISION OF(INSERT DECISION DATE) Page6 of 8 Mitigation Measures: 1 a) The applicant shall follow the recommendations of the geotechnical engineering report and letters updating the geotechnical report as prepared for the subject parcel by Hart Crowser and Associates, Inc. with regard to site preparation, site construction, foundation design, erosion control, monitoring and documentation, except as noted below. An exception to this mitigation measure is that any recommendation for heavy ripping and blasting on the site is not allowed. The referenced geotechnical report is entitled: Preliminary Soils and Foundation Engineering Study, Lakeview Towers Condominium Complex, by Hart Crowser and Associates, Inc. and dated September 14, 1978. The letters amending that report, referencing City View Estates and City View Homes, are also by Hart Crowser, dated November 15, 1990 and January 26, 1999) 1 b) If heavy ripping or blasting is proposed as a construction method for the site, separate environmental review shall be required. 1 c) The applicant shall install a silt fence along the downslope perimeter of the are that is to be disturbed. The silt fence shall be in place before clearing and grading is initiated, and shall be constructed in conformance with the specifications presented in Section D.4.3.1 of the King Country Surface Water Design Manual, Appendix D. This will be required during the construction of both off-site and on-site improvements as well as building construction. 1 d) 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 Section 4.4.1 of the SWDM. Temporary pipe systems can also be used to convey stormwater across the site. This will be required during the construction of both off-site and on-site improvements as well as building construction. 1 e) 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. 1f) Weekly reports on the status and condition of the erosion control plan with any recommendations of change or revision to maintenance schedules or installation shall be submitted by the project Engineer of record to the public works inspector for the preliminary short plat construction. Certification of the installation, maintenance and proper removal of the erosion control facilities shall be required prior to recording of the short plat. Nexus: Environmental (SEPA) Ordinance; Mining, Excavation and Grading Ordinance. 2. Air Quality Impacts: The adverse air quality impacts would be associated with the construction phase of the project, and with occupation of homes. Project development impacts include dust resulting from grading, exhaust from construction vehicles, and odors from roofing and roadway paving. Dust would be controlled through the use of temporary erosions control measures and the sprinkling of the site as needed. Odor impacts are unavoidable and would be short-term in nature. Post development impacts include vehicle exhaust and the exhaust from heating. Vehicle and construction equipment exhaust, and exhaust from heating sources is controlled by State and federal regulations. No further site specific mitigation for the identified impacts from exhaust are required. Mitigation Measures: No further mitigation measures required. Nexus: Not applicable. 3. Transportation Impacts: The proposed short plat would result in increased traffic trips on the local road system as a result of project construction and occupancy. City Code requires applicants to provide haul route plans for approval by the Development Services Division prior to the issuance of a construction permit. Haul hours are also restricted by the Code, and may occur only between the hours of 8:30 a.m. and 3:30 p.m., Monday through Friday, unless approved in writing in advance by the Development Service Division. These requirements are intended to diminish impacts the ERCRPT City of RentonPB/PWDepartment Envir ntal Review Committee Staff Report CITY VIEW SHORT PLAT LUA-98-173,SHPL-H,ECF REPORT AND DECISION OF(INSERT DECISION DATE) Page7 of 8 transportation system resulting from the construction of a project. In addition, traffic control measures are required to be provided during construction. It is estimated that the proposed project would generate approximately 9.55 new average daily trips per each new single family residential home. Eight are proposed, therefore, traffic from 8 new homes would be added to the local street system, or 76.4 new average daily trips. Renton has adopted a Transportation Mitigation Fee to address the impacts to the City's transportation system caused by development, including this proposal. The applicant would need to pay the appropriate Transportation Mitigation Fee of$75.00 per each new average daily trip attributable to the project. The fee is estimated to be $5,730.00, and is payable prior to the recording of the short plat. Access to the proposed short plat would be from Lind Avenue NW, since NW 2nd Street is too steep to meet minimum City of Renton standards. A cul-de-sac is proposed within the plat to provide access to the new parcels. Proposed Lots No. 1, 2, 4, 5, 6, 7, and 8 would front on the cul-de-sac. Proposed Lot No. 3 would have access easement across Lot No. 2. City Code requires street improvements (curb, gutter, sidewalks, drainage, and street lighting) are required within the short plat and on all adjacent streets. NW 2nd Street would need to be improved unless these street improvements are waived by the City's Board of Public Works. In order to provide adequate access, including emergency access to the short plat, the applicant will be required to widen Lind Avenue NW to a minimum paved width of 20 feet, from the property boundary for a distance of 500 feet north. These improvements would be required prior to the recording of the short plat. Mitigation Measures: 2a) The applicant shall pay the applicable Transportation Mitigation Fee at the rate of$75.00 per each new average weekday trip attributed to the project. The Transportation Mitigation Fee is payable prior to the recording of the short plat. 2b) The applicant shall be responsible for the widening of Lind Avenue NW from the property boundary to a point 500 feet north of the project site, to a width of 20 feet paved. The required improvement is to be installed prior to the recording of the short plat. Nexus: Environmental (SEPA) Ordinance, Transportation Mitigation Fee Resolution 4. Emergency Services-Fire Prevention Impacts: Fire Prevention Bureau staff report that they can serve this development provided that the City Code required improvements are installed, appropriate fire access is provided and fire mitigation fees are paid. Lind Avenue SW would need to be widened to provide minimum fire protection access to the short plat. As mentioned above, Lind would need to be widened and paved to a minimum width of 20 feet, for a distance of 500 feet north of the property boundary. In addition, all of the homes within the City View Short Plat would need to have fire sprinklers installed. Fire Prevention staff also note that the applicant will need to pay the applicable Fire Mitigation Fee of$488.00 per each single family lot. The fee is estimated to be $3,904.00 (8 lots x$488.00 = $3,904.00) and is payable prior to the recording of the short plat. Mitigation Measures: The applicant shall pay the appropriate Fire Mitigation Fee at a rate of$488.00 per each new single family residential lot created by the proposed short plat. The fee is due prior to the recording of the short plat. Nexus: Fire Mitigation Fee adopting Resolution, Environmental (SEPA) Ordinance. 5. Community Services-Parks and Recreation Impacts: It is anticipated that the proposed development will generate future residents that would utilize existing City park and recreation facilities and programs. The City has adopted a Parks Mitigation Fee of $530.76 per each new home to address the impacts to the City's Park and Recreation system. The fee is estimated to be $4,246.08 (8 new homes x$530.76 = $4,246.08) and is due prior to the recording of the short plat. ERCRPT City'of Renton P/B/PW Department Envir ntal Review Committee Staff Report • CITY VIEW SHORT PLAT LUA-98-173,SHPL-H,ECF REPORT AND DECISION OF(INSERT DECISION DATE) Page8 of 8 Mitigation Measures: The applicant shall pay the appropriate Parks Mitigation Fee at the rate of$530.76 per each new single family residential lot. The fee is due prior to the recording of the short plat. Nexus: Parks Mitigation Fee adopting Resolution; Environmental (SEPA) Ordinance. 6. Stormwater Drainage Impacts: The applicant has submitted a Level 1 stormwater analysis prepared by Touma Engineers (dated February 17, 1999). Stormwater runoff from the site drains as sheet flow to NW 2nd Street. The flows along NW 2nd Street are directed east via open ditches which eventually direct the flow to stormwater facilities in Taylor Avenue NW. The flow is then directed into the storm facilities in Renton Avenue, thence into a storm culvert located along the west side of the municipal airport and eventually into Lake Washington. Plan Review staff have reviewed the conceptual storm drainage plan submitted with the project application. The plan proposes detention for the short plat, streets, and improvements. Storm water from the site has impacted properties downstream, and would continue to do so with the proposal. In order to mitigate downslope stormwater impacts, a permanent collection swale will be required to be constructed along the lower rear portion of the proposed Lots 7 and 8 to collect runoff from the new yards, preventing additional flow onto the adjacent lower properties. The runoff from the new houses must be tightlined into the storm drainage system constructed for the preliminary short plat. Additionally, a piped conveyance system must be constructed for this short plat to direct the runoff from above to the drainage system in Taylor Avenue NW. Mitigation Measures: The applicant shall construct a permanent collection swale along the lower rear portion of the proposed Lots 7 and 8 to collect runoff from the new yards, preventing additional flow onto the adjacent lower properties. The runoff from the new houses must be tightlined into the storm drainage system constructed for the preliminary short plat. Additionally, a piped conveyance system must be constructed for this short plat to direct the runoff from above to the drainage system in Taylor Avenue NW. Nexus: Environmental (SEPA) Ordinance E. COMMENTS OF REVIEWING DEPARTMENTS The proposal has been circulated to City Departmental/Divisional Reviewers for their review. Where applicable, these comments have been incorporated into the text of this report as Mitigation Measures and/or Notes to Applicant. X Copies of all Review Comments are contained in the Official File. Copies of all Review Comments are attached to this report. Environmental Determination Appeal Process Appeals of the environmental determination must be filed in writing on or before 5:00 PM July 6, 1999. Appeals must be filed in writing together with the required $75.00 application fee with: Hearing Examiner, City of Renton, 1055 South Grady Way, Renton, WA 98055. Appeals to the Examiner are governed by City of Renton Municipal Code Section 4-8-11 B. Additional information regarding the appeal process may be obtained from the Renton City Clerk's Office, (425)-430-6510. ERCRPT SURVEY NOTES CITY VIEW SHORT PLA T INSTRUMENT. NIKON TOTAL STATION OIM-A70LG -- (5 SECOND INSTRUMENT). PORT/ON OF THE NW 1/4 OF THE NW 1/4 =-, - LND METHOD USED: FIELD TRAVERSE WITH ACTUAL FIELD MEASUREMENTS AND ANGLES SECT/ON 18, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. DATE OF SURVEY.•WAC 332-130-070 OCTOBER 7998 CITY OF RENTON, STATE OF WASHINGTON 69 GRAPHIC SCALE BASIS OF BEARING: NW 2nd PLACE BETWEEN TAYLOR AVE NW& NW MAPLE AVE NW(S 88'57'36"E) LEGEND 4, BENCHMARK: CITY OF RENTON MON/2128, EL " 30.856'(9.405M). pp. • MON IN CASE J"BRASS DISC STAMPED "KING COUNTY SURVEY MON. £N-80 1973" MS P3 )t( PK NAIL 2 I ma ft. INSIDE WALK ON NORTH SIDE OF AIRPORT WAY. 30' WEST AND�—GpG3p ND REP PE CAP1 hada- OF CHECKERED RUNWAY MARKER. W f .33 "WNW 41H ST�ISJ II • SET RfBAR&CAPSI 7CITY OF RfNTON MON,/1JJ3 CITY OF RfNTON MON 89690 22 JO' JO' 8 it 6 S NW COR 18 T2JN RSE W END f'R£BAR W/CAP '•. (V J"BRASS DISC W/PUNCHIt DONIV 1.7'IN A 10"MON WV� iJ ON CONC MON IN CASE :'7 CASE(11/98) oQ uS8857'36"E 230.02'4°M . .J11 _1 — _ _ — a52(104' 20 iN. ti LS _ — 2 a _ _1 50.00 60.00 • �• -- — - • F • 19OI JO' ;, ` r - P 7'3. . IJ,,.,I.1NW 2nd PLACE J S885T36 E V Q ,0 `,� 3 ' : , . 1 °n •7. 9 ; - h N w o° •C7 AASMU7 --I •� CURVE RADIUS LENGTH TANGENT DELTA W O J7,495 8.1,fv k ry 71' I Cf 25.00' Jd 95' 24.68' 89'15'50' 7� 6,170 s.f. 6,272 s.f. t I C2 50.00' 46.11' ? 7 ` I CJ 30.00' J1.66' z6.38' 36'16'42" \ J (, �' +✓j , H K M I C4 SO.00' 11.53' 4.84' 2•5o'12" Q /g• , _ tt��f I I CS 50.00' I J5.00' 18.25' 40t76'25- 7 3 13- y7 \ L' J• I C6 50.00' 10.83' f0.58' 42J5J,2` C9C7 � CB 30.00' 21.11' 10.72' 2,11135'0UTL ESM'T I C9 50.00' .36.54' 19.iJ" 4152Y1 ` CIO 23.00' 40.J]' 26.12' 9231'11- • O -I C8LINE DIRECTION DISTANCE - I8.D0_ - LI SO146.34-W 8.20' V7 • t L1 N8996'17W 20.30' , 6,976 s.f. C h , 7S0• t LJ 5J572'S9 f 17.91' ' L5 S8J75'44'E 36.87' _ N89178.17'W I M Q OL6 N8857;76W J7.JB' L4 ___ ' 4'e4EI C6 ' 41 '� - 47.75 ,'6,663 s.,. p LEGAL DESCR/P710N t0 N81.04'04. O V LOT 58 OF N.H.LATIMERS LAKE WASHINGTON PLAT,ACCORDING TO ;F C - `� THE PLAT THEREOF, RECORDED IN VOLUME 6 OF PLA15� PAGES)70, C4 C3 2 IN KING COUNTY, WASHINGTON; N89 06'17"W TOGETHER WIN VACATED SOUTH HALF OF SOUTH 131ST STREET Jr (NW 2ND PLACE)ON THE NORTH, VACATED EAST HALF OF STEVENS coH til ry 6 ,'�f^ t� AVENUE NW ADJOINING THE WEST, AND VACATED WEST HALF OF o %. Q n,'. LIND AVENUE NW ADJOINING THE EAST, AND OF RENTON OV 919 - 12,349 s.7. . •,•• 1� r "S 14 •,` • " (p TOGETHER WITH THAT PORTION OF THE BEST HALF OF LOT 59 OF ' µ N.H.LATLMERS LAKE WASHINGTON PLAT, ACCORDING TO THE PLAT CHISELED SO O I TOP , ' 7,922 s./. STAIRWAY(11/98) 7,878 s.I. THEREOF,RECORDED IN VOLUME 6 OF PLATS,PAGE(S)70, IN KING ---J ` y O COUNTY, WASHINGTON;; TOGETHER WITH VACATED EAST HALF OF 30' e0.01 GQ" 2 I LIND AVENUE NW ADJOINING THE WEST,DESCRIBED AS FOLLOWS:eo.or 100.01 I S89'06 17 E 260.03 BEGINNING AT A POINT ON THE NORTH LINE OF SAID LOT 59 A DISTANCE OF JZJ9 FEET FROM THE NORTHWEST CORNER THEREOF; SOUTHWESTERLY ALONG A CURVE TO THE LEFT WIN A - 1101.78' NW 2nd STREET 0 RADIUS OF 25.00 FEET, AN ARC LENGTH OF 3895 FEET,AND A CENTRAL CALC D ANGLE OF 897550"TO A POINT ON TANGENT; THENCE SOUTH O1'46J4" WEST A DISTANCE OF 70.J2 FEET, THENCE SOUTH 8857'J6"EAST A ENGINEER/SURVEYOR DISTANCE OF 78.00 FEET; THENCE SOUTH 014634"NEST TOUMA ENGINEERS A DISTANCE OF 80.20 FEET, THENCE NORTH 8906'17"WEST 6632 S. 191ST PL SUITE E-102 A DISTANCE OF 90.00 FEET; THENCE NORTH 0146:T4"EAST KENT, WA. 98032 A DISTANCE OF 17543 FEET TO THE SOUTH MARGIN OF NW 2ND PLACE- TRUE T 10 9 8 PH 4Z5-251-0665 THENCE SOUTH 8857;T6'EAST A DISTANCE OF J7.39 FEET TO 7H£ TRUE POINT OF BEGINNING. TRAC1S OWNER/DEVELOPER (ALSO KNOWN AS NEW PARCEL A OF CITY OF RENTON LOT LINE EARLIN V�LN 15 ACPG 84 K1017 CAMBHD,SWA 98033 INC.GE HOMES NW RECORDING N0._JUSTAIENT NO. LUA -99-OTO=)LLA RECORDED UNDER PH. 425-300-9511 a RECORDER'S CERTIFICATE No. LAND SURVEYOR'S CERTIFICATE """""""'"' ,, CITY VIEW SHORT PLA T a\R H`T..... I Filed for record this day of 19_ at M This map correctly represents a survey mode ,A1 or..,. J'"- ,,in book of at page at the request by me or under my direction in conformonce `�� i• 1 1E TOUMA ENGINEERS FOR with the requirements of the Survey Recording j CAMBR/DGE HOMES NW INC. F of Act at the request of erald Richer J� ' W£ST VALLEY BUSINESS PARK • DM.BY GJS DATE JOB NO. tt in Dec. 1998 - t 6632 SOWN/9751 PLACE SIAIE E-102•KENT.WA 960J2 71905PPL.ONC NOV. 1998 7/9-005-981 1'1 [J,' _-__ � ' PHONE(425)251-0665 FAX(425)251-0625 L% ""� � Ifl �l!I CNKD. BY SCALE SHEET 1 Mgr- Supt. of Records C ate No. 9470 M.H.T. 1'a40' 1 or 3 CITY VIEW SHORT PLAT LUA PORTION OF THE NW 1/4 OF THE NW 1/4 LND SECTION 18, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. CITY OF RENTON, STATE OF WASHINGTON 3 69 2 WAFER PRESSURE P00' Z GRAPHIC SCALE -_--- EX SSMH I�1 j I ZONE_ 450' SJOO jBLPG 33 20 R/M=195.17 Q �; 7 Q (Ix reel 'Cr)W'Iv 1E=186.9 �I '8__ II i_1 6 5 I� 1 I.en- 40 ft. pO ''/ // _ • ri '■' i �� ---- J X SSMH .66 . , 1 •,..riljr. i ilii•LI'k..,,.... r ,'1_,,-r, -) ,, / - .,, ;de . =34.49 III W ///y3 % I • SMT/ /` 1 —`�l II LEGEND rj 3 jY1ti `)_ It r / /\" ".I��''1, _ c 1--�j� +/, 'f 11l'Pfrati/Midowjv / -iTJ'� �,�iv.i �� ," 1 ,1 / 6/ j NEW SSMH _ _ — of SON PIPE / ,. A - EX WATER UNE iI /� / I ' 42 /LS Ainpi0 d1 ,i q/A/ UJ . - / Ex SANITARY SEWER LINE 1, �/y/ 1� .VINFluwV.7 1/HIV, / / / 1 i i - - - EX STORM UNE , ,,41111 / ' ''' vA/ e. #4410 -'-'-\ (1::!,II • iA.:.,./.., „:.-- lri.,r-, ., , . :.•_' '- _. ; i/ // � / /,,/ ' , , i�� ,'/ i/ )o / i/// /; 4 /% ' awl ,' . Ark,..14,,,./ -..--:_o,,.0.4,,,„-E,,,,/ ii itf,,, )r'-'-'--r'----- ia(I . , , / i r 11 11, 9 8 " I 7 I § IatE TRAOTS 6 5 P EPR.IN GOL tsCPG SA m J�'RH '•o CITY VIEW SHORT PLAT z ► >p TOUMA ENGINEERS `y�,�{1. UTILITIES AND GRADING PLAN a ' j,�1, BEST VALLEY BUSINESS PARK DNN. BY („/$ DATE JOB NO. /aiii I•` j ` 6632 SOUTH 1015T PLACC SURE E-IO2•KENT.w 0.e032 719055/T.DNC NOV. 1998 719-005-981 •IOxAL E' PHONE(MI5)251-0665 EAO(425)251-0625 & CHAO. BY SCALE SHEET (ins .m,_ I M.H.T. 1'=10' 2 of 3 CITY VIEW SHORT PLAT LUA PORTION OF THE NW 1/4 OF THE NW 1/4 LND SECTION 18, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. CITY OF RENTON, STATE OF WASHINGTON I 3 GRAPHIC SCALE _ O 2 WATER PRESSURE A�°. 2 1 roSMH ' ZONE_ Aso SUNo jB0pG 33 ° RIMEX 5195.47 ' \lot- rr eeeT 1 20 /\ ( G�I /E=186.9 $ Q 8 i' I I7 6 5 Q 1 inch- 40 r� / / .� ► ' ;y �� -. ► liti il/ / - ' .i� '��--> n1 ---- �_-- XSSMHI O � � •� �� le --� 'y; - RIM=t10.66 Mr P.1 /' �� =34.49 , i , _ _ , . . -,/ i L [ . J _ .....,:.„„,...._.„..v..„.....„...„,....,,,,„„._ /. r.19 1 • w I Pr\ -.410..•••1•••••••0��►��►Gf1,� / ��// ❑ EX cATCN BASH TYPE T y81�►��104 f '/, I/�(0440.0 Oar COmFER ma / / / / ® EX CATCH BA9N TYPE 2 '� 0!�1�g411iIA(t�4tAt�.Ii/� /1 1 ��/ 0 �t� , y g WATER VALVE Q NEDCE A r►1►1'�II��I 1P Fr►' /) �/4� �// `(� /r•,! WATER METER p unutt Par ��ijiij�►�0�.0 0-'/ � ' G �� // /II�� m NET o 9.22 / ® CABLE TV CABINET C1zQ ROCKERY II♦4 L P e MON W CASE PK NAIL tAlitit'141,11/00- .;:li,00 r I/y/� /%% 0 o°uiaRPB s CAP F 7'�4•,`Y�I�// / �.`� �;�I % , /// NEW SSMH _ _ _ _ EX WATER LINE et#,,M., , �� •A, 1 �J /o ` j / EX SANITARY SENER LINE F ff/ / — — — EX STORM LINE ir I Ail' / jed/ 4H AA ' �I. �' / /�, . _ SLOPE LEGEND T �/ / ./ /- , / , I/„/.� /�,/ /-/ / /'/: ,,„„ /��' .�0. I 0.007r TO 25.OOtlf ,/ , / I�II 4/, %,,r , 7/ / /2// / , i l I ® i,-J�/_,././././: //,,/ �i % i %%/.. -7// / / ./. / 4 // ', ./' / / ��Y�A 4a:AND STEEPER y ,. /' i 60.03' / ,WNW .17/ d S T- N i� --------...-------j--- i --‘. NM , 1 ':: I pl I ,_ 7 /"/ / „ 11 ( 1/ s TRACTS 8 • I 7 I 6 I 5 F AGRE g4 EARLIN v0L 15 PG J�,R H.7,, CITY VIEW SHORT PLA T 2 ?°-°T _ TOUMA ENGINEERS '�` SLOPE ANALYSIS MAP i�r. y � 1 . ��, , 0, 4 BEST VALLEY BUSINESS PARK DWN.BY DJS DATE JOG N0. 0,�,,, .4 6652 SOUTH I6IST PLACE SLOE E-102•KIM,WA 660.72 71905S,T.DNC NOV. 1998 719-005-981 a <'.,IUNAL gf.s PHONE(425)251-0665 FAX(425)231-0625 CHKD. BY SCALE SHEET '. . 1MIRO VW. 1 M.H.T. 1'=40' / OF i CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS DEPARTMENT MEMORANDUM DATE: JUNE 8, 1999 TO: JENNIFER HENNING FROM: NEIL WATTS SUBJECT: CITY VIEW SHORT PLAT PRELIIVIINARY PLAT REVIEW I have reviewed the revised project submittal for the above listed project, and have the following comments at this time: STEEP SLOPES • The revised short plat appears to adequately address our earlier concerns with slopes steeper than 40%, which have now been identified on the short plat and excluded from development. EMERGENCY ACCESS • This site is currently accessed from the north via NW 2nd Place and Lind Av. NW. Both of these streets are significantly substandard in design for emergency access. NW 2nd Place is paved to only 10 to 12 feet in width, and has a slope in excess of 20%. Minimum emergency access standards are for 20 feet of pavement width, and slopes no steeper than 16%. Lind Av. NW is relatively flat, but is paved to only 8 to 10 feet in width. These streets as developed are not sufficient to allow for the creation of additional building lots. We therefore recommend the following conditions for approval of any further subdivision of this parcel: 1. The primary access must be from Lind Av. NW, since NW 2nd Place is too steep to meet City minimum standards. The new street within the short plat must be lined up with Lind Av. NW. The pavement width along NW Lind Av. must be widened to a minimum 20 feet in width for a minimum of 500 feet north of the site. 2. Any future houses on the new parcels within this short plat must have approved sprinkler systems installed. SEWER • There is an existing 8" sewer main in NW 2nd Place adjacent to the north side of the proposed short plat. The new parcel can be served by extending an 8" sewer main from the cul-de-sac of the short plat to this existing main. JUNE 8, 1999 PAGE 2 • Separate side sewers will be required for each parcel (no dual side sewers). The minimum slope for the side sewers shall be 2%. • Sewer System Development Charges of$585 per new single family parcel will be required for this plat. This fee must be paid prior to issuance of the construction permit for the preliminary short plat. WATER • The existing water main system in NW 2nd St/S. 132nd St south of the site is in the West Hill 270 Pressure Zone, which is too low of pressure for this site. The site must be served from the West Hill 450 Pressure Zone north of the site. The existing water mains in NW 2nd Place are not adequate for this proposal, as they are significantly undersized (1" and 2" lines). An 8" water main extension along NW Lind Av. NW north of the site will be required into the short plat, and along the frontage of the short plat with NW 2nd Place. • Fire hydrants will be required to current City standards within 300 feet of all proposed building sites for the new parcels. • Water System Development Charges of$850 per new single family parcel will be required for this plat. This fee must be paid prior to issuance of the construction permit for the preliminary short plat. DRAINAGE • A conceptual drainage plan and drainage report has been submitted with the site plan application for this project. The conceptual drainage plan is to include detention for the fully built out short plat, including future houses, driveways and roadway improvements. A permanent collection swale must also be constructed along the lower rear portions of proposed lots 8 and 9 to collect runoff from the new yards, preventing additional flow onto the adjacent lower properties. The runoff from the new houses must be tightlined into the storm drainage system constructed for the preliminary short plat. • Additionally, a piped conveyance system must be constructed for this short plat to direct the runoff from above the site to the drainage system in Taylor Av. NW. • Surface Water System Development Charges of $385 per new single family parcel will be required for this plat. This fee must be paid prior to issuance of the construction permit for the preliminary short plat. EROSION CONTROL MEASURES • Due to the steep nature of this site, and our concerns for possible erosion and sedimentation problems from further construction activities on the site, we recommend the following conditions for this short plat (for both preliminary plat development and future building permits for the individual lots): 1. The applicant shall install a silt fence along the downslope perimeter of the area that is to be disturbed. The silt fence shall be in place before clearing and grading is Il, JUNE 8, 1999 PAGE 3 initiated, and shall be constructed in conformance with the specifications presented in Section D.4.3.1 of the King County Surface Water Design Manual, Appendix D. This will be required during the construction of both off-site and on-site improvements as well as building construction. 2. Shallow drainage swales shall be constructed to intercept surface water flow and route the flow away from the construction area to a stabilized discharge point. Vegetation growth shall be established in the ditch by seeding or placing sod. Depending on site grades, it may be necessary to line the ditch with rock to protect the ditch from erosion and to reduce flow rates. The design and construction or drainage swales shall conform to the specifications presented in Section 4.4.1 of the SWDM. Temporary pipe systems can also be used to convey stormwater across the site. This will be required during the construction of both off-site and on-site improvements as well as building construction. 3. The project contractor shall perform daily review and maintenance of all erosion and sedimentation control measures at the site during the construction of both off-site and on-site improvements as well as building construction. 4. Weekly reports on the status and condition of the erosion control plan with any recommendations of change or revision to maintenance schedules or installation shall be submitted by the project Engineer or record to the public works inspector for the preliminary short plat construction. Certification of the installation, maintenance and proper removal of the erosion control facilities shall be required prior to recording of the short plat. STREET IMPROVEMENTS • Lind Av. NW will need to be widened to a minimum of 20 feet in paved width for a minimum of 500 feet north of the project site (see Emergency Access comments). • City Code also requires frontage improvements along S 132nd St. (NW 2nd St.), unless these street improvements are deferred or waived by the Board of Public Works. • The new street interior to the short plat must be developed to City standards, including new pavement, curbs, gutters, sidewalks and street lighting. • All new electrical, phone and cable services to the short plat must be undergrounded. Construction of these franchise utilities must be inspected and approved by a City of Renton public works inspector prior to recording of the short plat. • Traffic mitigation fees of$75 per net new average daily trip ($716.25 per lot) will be required prior to recording of the plat (total of $5730.00). Fire mitigation and Parks mitigation fees must also be paid prior to recording of the plat. GENERAL • All required utility, drainage and street improvements will require separate plan submittals prepared according to City of Renton drafting standards by a registered Civil Engineer. The TUNE 8, 1999 PAGE 4 construction permit application must include a itemized cost estimate for these improvements. The fee for review and inspection of these improvements is 5% of the first $100,000 of the estimated construction costs; 4% of anything over $100,00 but less than $200,000, and 3% of anything over $200,000. Half of this fee must be paid upon application for construction permits (preliminary plat improvements), and the remainder when the construction permit is issued. There may be additional fees for water service related expenses. 1 City of Ken Lon Department of Planning/Building/Public works ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET REVIEWING DEPARTMENT: Of CU" Re Uc,el. ) COMMENTS DUE: MAY 28, 1999 APPLICATION NO: LUA-98-173,SPHL-H,ECF DATE CIRCULATED: MAY 21, 1999 APPLICANT: Gerald Rieker PROJECT MANAGER: Jennifer Toth Her ring PROJECT TITLE: City View Short Plat WORK ORDER NO: 78462 LOCATION: Lind Avenue NW and NW 2nd Place • 9tC�O SITE AREA: 1.76 acres BUILDING AREA(gross): N/A �v�� f ) ti bfir SUMMARY OF PROPOSAL: The applicant, Gerald Rieker, proposes to subdivide a 1.76 acre property intt ight (8) residential building lots. New parcels would range in size from 6,710 sq.ft. to 12,349 sq.ft. teepareas on the east portion of te site would be preserved as a Native Grow Protection Easement. Access is proposed from Lind Ave. NW and NW 2n Place. Project requires environmental review and short plat review by the Hearing Examiner. 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 5.e2_ Se fcUt a GO104.Ci/i-(2/ 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. 6,17- /6.?q Signature of Director or Authorized Representative Date DEVAPP Rev.10/93 • City of Renton Department of Planning/Building/Public Works P7� ENVIRONMENTAL & DEVELOPMENT APPLICATION RENEW SHEET REVIEWING DEPARTMENT: Fwe flee U A,d-WVI COMMENTS DUE: MAY 28, 1999 APPLICATION NO: LUA-98-173,SPHL-H,ECF DATE CIRCULATED: MAY 21, 1999 APPLICANT: Gerald Rieker PROJECT MANAGER: Jennifer Toth Henning PROJECT TITLE: City View Short Plat _ WORK ORDER NO: 78462 LOCATION: Lind Avenue NW and NW 2nd Place SITE AREA: 1.76 acres 1 BUILDING AREA(gross): N/A SUMMARY OF PROPOSAL: The applicant, Gerald Rieker, proposes to subdivide a 1.76 acre property into eight (8) residential building lots. New parcels would range in size from 6,710 sq.ft. to 12,349 sq.ft. Steep areas on the east portion of site would be preserved as a Native Grow Protection Easement. Access is proposed from Lind Ave. NW and NW 2 Place. Project requires environmental review and short plat review by the Hearing Examiner. 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/ HistoriclCultural Natural Resources Preservation Airport Environment 10,000 Feet 14,000 Feet B. POLICY-RELATED COMMENTS C. CODE-RELATED COMMENTS t l, , PA( / `c' I S� 7 T 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 property assess this proposa drzet ,, 14/ 7 / Signature of Director or Authorized Representatives Date DEVAPP Rev.10/93 41110 + IRA + CITY OF RENTON FIRE PREVENTION BUREAU MEMORANDUM DATE: March 15, 1999 TO: Jennifer Toth Henning, Planner FROM: Jim Gray, Assistant Fire Marshal SUBJECT: City View Short Plat, 400 Bik. NW d Street Fire Department Comments: 1. A fire hydrant with 1000 GPM fire flow is required within 300 feet of all new single family structures. If the building square footage exceeds 3600 square feet in area, the minimum fire flow increases to 1500 GPM and requires two hydrants within 300 feet of the structure. 2. A fire mitigation fee of$488.00 is required for all new single family structures. 3. Building addresses shall be posted and visible from the public street. 4. All new single family structures will need to be sprinklered since the dead end access exceeds 500 feet in length and the existing access roads do not meet minimum requirements as to grade and width. Please feel free to contact me if you have any questions. CITY OF RENTON RECEIVED JUN p 1999 To Ms. Jennifer Henning Concerning Land Use#: LUA-98-173,SHPL-H,ECF o1j19_i�1tVl� 1.)1V�$�C79V Application Name: City View Short Plat Ms.Henning my name is Stephen Roedder I live at 357 Lind Avenue NW My major concern with the project is the expected increase in traffic on Lind Avenue from the new homes. The road between NW 2"d place on Lind North up to NW 4th street is extremely narrow. I am concerned that with each unit generating approximately 9.55 new average weekday trips per unit as outlined in the land use notice,that there is a safety concern for local children and possible collisions on this narrow road. I personally took four random measurements of the asphalt width between NW 2nd place and my home. They were as follows: 13, 12, 11,and 12 feet. In front of my home the road widens a bit. I took three measurements of the asphalt width in front of my home. From south to north they were: 14, 16,and 15 feet. From 363 Lind Avenue NW north,the road widens significantly enough to allow two cars to pass simultaneously. Allowing for the narrow nature of the road and the increase in traffic, I feel the city should require the developer to widen Lind from the project site north to at least 363 Lind Avenue NW to provide a safe environment for the residents along this stretch of road. Sincerely Mr. Stephen R. Roedder P.S. Sidewalks would be a welcome addition. '1, . Used For Project MIUgatlon: The proposal will be subject to the City's Environmental Ordinance,Zoning CJ•� codes and standards will function to Code,Subdivision Ordinance, le Wracks Standard's,actts.These adopted • Proposed Mitigation Measures: 1.Traffic Mitigation Fee:$75.00 per each new average weekday trip attributed to the proposal.Detached single NOTICE OF APPLICATION family residences generate approximately 9.55 new average weekday trips per unit. AND PROPOSED DETERMINATION OF 2.Fire Mitigation Fee-2488.00 per each new single family residence. 3.Parks Mitigation Fee-8530.78 per each new single family residence. NON SIGNIFICANCE-MITIGATED (DNS-M) 4.Geology/Soils•Applicant will follow recommendations of the geotechnicai report with regard to clearing and grading activities,and corWroction of building foundations on the site. 6.Erosion-Applicant shall follow recommendations of the Plan Review Section of the Development Services Division i DATE: Revised-May 27,1999 with regard to control of erosion and sediment on the site during and following construction. LAND USE NUMBER: LUA•96.173,SHPL-H,ECF 6.Emergency Access-Applicant shall improve surrounding streets to provide emergency access that Is acceptable to the Flre Department. APPLICATION NAME: CITY VIEW SHORT PLAT 7.Stormwater-Applicant shall follow recommendations of the Plan Review Section and Stonnwater Utility for proposes to subdivide•1.78 acre property Into detention,release and water quality of stomlwater on and leaving the site. PROJECT DESCRIPTION: The applicant,Onto izeker, fi to 12 340 sa h. Steep areas on the eight(8)residential building lots. New parcels would range In size from 8,710 sq. sad from and Ave. east portion of the site would be preserved as a Native Grow Protection Easement.Access ls propo Comments on the above apDllcation must be submitted In wrillrg l0 Ms.Jennifer Toth Henning,Project Manager, NW and NW 2"'Place.Project requires environmental review and short plat review by the Hearing Examiner. Development Services Division,1055r South Grady Way,Raton,WA 98055,by 5:00 PM on June W,1999.Thls matter ls a so scheduled for a Public Hearing on July 13,1999,at 9:00 AM,Council Chambers,Seventh Floor,Renton City PROJECT LOCATION: Und Avenue NW and NW 2nd Place 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 OPTIONAL DETERMINATION OF NON-SIGNIFICANCE-MITIGATED(DNS-M):As the Lead AgLnciy,th ectClty of submitted In writing by the date indicated above,you may still appear at the hearing and present your comments on the Renton are cass to glue proposal before the Hearing Examiner.If you have questions about this proposal,or wish to be made a party of record Therefore, determined that as permitted under gthe RCW 4021C.110,nificant Ithe City of Renton Is using thefOptional DNS(A7)prof comments will automatically become a party of record and will be notified of any decision on this project. notice that a DNS-M Is likely to be issued.Comment periods for the project and the proposed DNS-M are Integrated into and receive additional Information by mail.contact Ms.Henning at(425)430-7268.Anyone who submits written the issuance of he Threshold No Sligniflcance Mitigated(DNS-M) 14 day appeal period riod following blow me issuance ofthe DNSMDetertnlnatlon of CONTACT PERSON: MS.JENNIFER TOTH HENNING(425)430-7288 PERMIT APPUCATION DATE: November 25.1998 PLEASE INCLUDE THE PROJECT NUMBER WHEN CALLING FOR PROPER FILE IDENTIFICATION NOTICE OF COMPLETE APPLICATION: March 08,1999 Mr.Tom APPLICANT' Suite E-102,r Place, Kent,WA 9 07,phone(425)251-0665. OWNER: Mr.Gerald Ricker,11017-101s1 Place NE.Kirkland,WA 98033, M" 3 „ :N.W.,�,•:4i�-3 RD".f�� phone(208)300.9511 M -j__�__.• n . • 41 I Pennits/Revlew Requested: Environmental Review(SEPA),Short Plat Approval E ,.�1.•- o� ;Q ®� ® . •,-oi Q a C'1 II Builds PermitsP 1 2 3 d W Construction Permits,Building C, _-_ > Other Permits which may be required: Slope Analysis +r, ..J Geotechnical Reports,Storm Drainage Report, pit Y •rrr Ir _ ©, ; �O �6 7 9"S� Requested Studies: 20 •..t. a ,s-5T __ Location where applicationmay ® le �?--:- -' be reviewed: PlennlrglBuiding/PUDgc Works • DlvWon,Development Services Department, 2 aN.W 'f0 2ND s 1055 South Grady Way Renton,WA 98055 ' I l 1141 'c r 2 tPblichearilstetatelyfo Y -PUBLIC HEARING: Ioh00 a ;O�// 9 a �Ornff_�nf7�3C !-fy,;'_____ 9..;,• , o , i 1 Y i a 9 r CONSISTENCY OVERVIEW: rEL=_�,` _ .,.. - NTON 6 •'; U .n NI7 , Analytical process „ s Land Use/Zoning: The subject site Is zoned Residential•8 Dwelling Units par Aue(R-8).The qr S. L "i 11132ND S r 4 nw.two r proposed subdivision of land Is consistent development standards of the R• \I �q. I\� _ o sL a 8 Zone that address minimum lot size,width,depth,and density. l3J ,a, M Li.l i ® 'N r Density: me applicant has estimated the density 5.7 dwelling units per net acre.The R-8 .w f^ ___-- Zane permits a density range of 5.0(minimum)to 8.0(maximum)dwelling units \`\' fl ` c per reel acre. f ¢ k' 1\l R� .. �C a ? R 1 - © 3 Vie. • _ 10 C Environmental P Documents that None. s. Evaluate the Proposed Protect: Development Regulations GENMcLOT ��.•n m _- CERTIFICATION I, . ` j(q( , hereby certify that J copies of the above document were posted by me in 3 conspicuous places on or nearby the described property on IAN.l 2 ( L��i�i3 . Signed: 1-- ATTEST: Subcribed and sworn before me, a Nortary Pub1i , •• . •• for the State of Washington residing in` p.,, , on the zli -4. .;t y of S� p -")1/ colz,/, //--"c -7-, ale_9e MARILYN KAMCHEFF COMMISSION EXPIRES 6/29/99 • (C-1) NOTICE OF APPLICATION AND PROPOSED DETERMINATION OF NON SIGNIFICANCE - MITIGATED (DNS-M) DATE: Revised—May 27,1999 LAND USE NUMBER: LUA-98-173,SHPL-H,ECF APPLICATION NAME: CITY VIEW SHORT PLAT PROJECT DESCRIPTION: The applicant, Gerald Rieker, proposes to subdivide a 1.76 acre property into eight(8)residential building lots. New parcels would range in size from 6,710 sq.ft.to 12,349 sq.ft. Steep areas on the east portion of the site would be preserved as a Native Grow Protection Easement. Access is proposed from Lind Ave. NW and NW 2nd Place. Project requires environmental review and short plat review by the Hearing Examiner. PROJECT LOCATION: Lind Avenue NW and NW 2nd Place OPTIONAL DETERMINATION OF NON-SIGNIFICANCE-MITIGATED(DNS-M): As the Lead Agency,the City of Renton has determined that significant environmental impacts are unlikely to result from the proposed project. Therefore,as permitted under the RCW 43.21 C.110,the City of Renton is using the Optional DNS(M)process to give notice that a DNS-M is likely to be issued. Comment periods for the project and the proposed DNS-M are integrated into a single comment period. There will be no comment period following the issuance of the Threshold Determination of Non-Significance Mitigated(DNS-M). A 14 day appeal period will follow the issuance of the DNS-M. PERMIT APPLICATION DATE: November 25, 1998 NOTICE OF COMPLETE APPLICATION: March 08, 1999 APPLICANT: Mr.Tom Touma,Touma Engineers,6632 South 191st Place, Suite E-102,Kent,WA 98032,phone(425)251-0665. OWNER: Mr.Gerald Rieker,11017-101st Place NE,Kirkland,WA 98033, S� -emu° phone(206)300-95119-4 kp oi, Permits/Review Requested: Environmental Review(SEPA),Short Plat Approval 1 - i [a Othermay required: vc, Permits which be Construction Permits,Building Permits ' 'R a 6. \ 5 '�1 VW Requested Studies: Geotechnical Reports,Storm Drainage Report,Slope Analysis 5 S 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 is tentatively scheduled for Tuesday,July 13,1999 before the Renton Hearing Examiner in Renton Council Chambers. Hearings begin at 9:00 AM on the 7th floor of the new Renton City Hall located at 1055 Grady Way South. CONSISTENCY OVERVIEW: Analytical process Land Use/Zoning: The subject site is zoned Residential-8 Dwelling Units per Acre(R-8). The proposed subdivision of land is consistent with development standards of the R- 8 Zone that address minimum lot size,width,depth,and density. Density: The applicant has estimated the density 5.7 dwelling units per net acre.The R-8 Zone permits a density range of 5.0(minimum)to 8.0(maximum)dwelling units per net acre. Environmental Documents that Evaluate the Proposed Project: None. Development Regulations I. GENMALOT . • • Used For Project Mitigation: The proposal will be subject to the City's Environmental Ordinance,Zoning Code,Subdivision Ordinance,Public Works Standard's,etc. These adopted codes and standards will function to mitigate project impacts. Proposed Mitigation Measures: 1. Traffic Mitigation Fee: $75.00 per each new average weekday trip attributed to the proposal. Detached single family residences generate approximately 9.55 new average weekday trips per unit. 2. Fire Mitigation Fee—$488.00 per each new single family residence. 3. Parks Mitigation Fee—$530.76 per each new single family residence. 4. Geology/Soils- Applicant will follow recommendations of the geotechnical report with regard to clearing and grading activities,and construction of building foundations on the site. 5. Erosion-Applicant shall follow recommendations of the Plan Review Section of the Development Services Division with regard to control of erosion and sediment on the site during and following construction. 6. Emergency Access-Applicant shall improve surrounding streets to provide emergency access that is acceptable to the Fire Department. 7. Stormwater-Applicant shall follow recommendations of the Plan Review Section and Stormwater Utility for detention,release and water quality of stormwater on and leaving the site. Comments on the above application must be submitted in writing to Ms.Jennifer Toth Henning,Project Manager, Development Services Division,1055 South Grady Way,Renton,WA 98055,by 5:00 PM on June 04,1999. This matter Is also scheduled for a Public Hearing on July 13,1999,at 9:00 AM,Council Chambers,Seventh Floor,Renton City Hall,1055 South Grady Way,Renton. If you are interested in attending the hearing,please contact the Development Services Division,(425)430-7282,to ensure that the hearing has not been rescheduled. If comments cannot be submitted in writing by the date indicated above,you may still appear at the hearing and present your comments on the proposal before the Hearing Examiner. If you have questions about this proposal,or wish to be made a party of record and receive additional Information by mail,contact Ms.Henning at(425)430-7286. Anyone who submits written comments will automatically become a party of record and will be notified of any decision on this project. CONTACT PERSON: MS.JENNIFER TOTH HENNING (425)430-7286 I I PLEASE INCLUDE THE PROJECT NUMBER WHEN CALLING FOR PROPER FILE IDENTIFICATION I 1 705.45 • ^ i 14 C. d - • ,s,A, _,, N .WrPF I-3 R D 0.ofw LiI� rj i LTA >. & 1 " 0 tjj N E. 4 • �(� /35., 9 Q I , › 3., 4 o 21 M tP1� sw ', Q , a is P. 4,---'sai3 x " __ 25r~ ,G 6_�, �._ I' _� e s6 17 tir— -- . ma �, I 'J ,k® `` �/ 20 a M 3 -- ''� 6zO 6 T � _-t_e 2. 1..1 Fl Pro 07 r 'r ipm .., i ,„ -f- zt ,r !..., , -' �► 19 sN.W. 2ND P ,../..„, i . 4ktit ' a c --, .4 lic (j) 7 r: rn 0 P CI '''' 1,-.TO;U r:/ .-:: '‹E c, I r SS:\ 0,6- I I - ) 11 oO4fc' 30, •-4- ,-RENTON • j a ° 1 La IT • - _ 2ND `' S. ° , IN ST. N.W.. J. , ❑ T, I ems m Ti p 1\H 9r. if II- -- � �� ti ^ y __ 11 1 ") ,.."- a\'''. k':•I II VI ll I 1 1 rcnlMel f1T (16'l-I L� • IBIS • 182305 9170 182305 9176 182305 9177 Maxine Long Livia Andrews Julia McKinney 220 Seneca Ave NW 510 NW 2nd St 250 Seneca Ave NW Renton,WA 98055-1151 Renton,WA 98055-1157 Renton,WA 98055-1 15 1 214480 0825 214480 0876 214480 0880 Gary&Mahoney Karen Jackson Raymond Rosa Wilbur Repp 8631 S 132nd St 307 S 19th St 10936 SE 235th P1 Renton,WA 98055-1160 Renton,WA 98055-3348 Kent,WA 98031-3437 214480 0881 214480 0885 214480 0891 David Stanley David&Cheri Helgeson '1Edward Melcher 10926 Rainier Ave S 8805 S 132nd St 8801 S 132nd St Seattle,WA 98178-3215 Renton,WA 98055-1100 Renton,WA 98055-1100 214480 0894 214480 0895 214480 0900 Dennis Wayne&Julie Ann Hamilton Mary Wheeler Dennis&Julie Hamilton 13213 87th PI S 10901 176th Cir NE 13213 87th PI S Renton,WA 98055-1159 Redmond,WA 98052-7248 Renton,WA 98055-1159 214480 0903 420440 0055 420440 0060 Dennis Hamilton Thanh Tat&Yang Yun R R Jones 13213 87th P1 S 8908 S 122nd St 8820 S 122nd St Renton,WA 98055-1159 Seattle,WA 98178-4536 Seattle,WA 98178-4535 0070 420440 0065 420440420440 0299k A F Abbott Jeremy Bryant Tom Feaster 1 8925 S 121st St 8918 S 122nd St 264 Stevens Ave NW Seattle,WA 98178-4531 Seattle,WA 98178-4536 Renton,WA 98055-1122 420440 0301 420440 0305 420440 0306 William Gavin Alvin&Annie Hollinquest Rodney Sletten 265 Lind Ave NW 260 Stevens Ave NW 255 Lind Ave NW I Renton,WA 98055-1137 Renton,WA 98055-1122 Renton,WA 98055-1137 420440 0307 420440 0308 420440 0316 Kathryn Lang Rodney&Carla Stetten Gerald&Soung Hee Rieker 256 Stevens Ave NW 255 Lind Ave NW 11017 101st PI NE 11 Renton,WA 98055-1122 Renton,WA 98055-1137 Kirkland,WA 98033-4473 420440 0325 420440 0334 420440 0339 Martin&Sandee McGann Mehrdad&Elaine Shirazi Ronald&Elizabeth Munson 304 NW 2nd St 214 NW 2nd St 8648 S 134th St Renton,WA 98055-1106 Renton,WA 98055-1108 Seattle,WA 98178-490511 1 913360 0075 913360 0080 913360 0085 I H Donald&Patricia Gouge Robert&Mary Ann Linse Tyrone Sheffey 258 Seneca Ave NW 262 Seneca Ave NW 266 Seneca Ave NW Renton,WA 98055-1151 Renton,WA 98055-1151 Renton,WA 98055-1151 1 1 913360 0090 913360 0095 913360 0105 Robert Rivily Jeanne Murakami David Craft 254 Seneca Ave NW 10805 Rainier Ave S 261 Stevens Ave NW Renton,WA 98055-1151 Seattle,WA 98178-2740 Renton,WA 98055-1123 913360 0110 Matthew&Alisa Bradrick 267 Stevens Ave NW Renton,WA 98055-1123 •o CITY Lam' RENTON mil. Planning/Building/Public Works Department 411111 Jesse Tanner,Mayor Gregg Zimmerman P.E.,Administrator May 21, 1999 • Mr. Tom Touma Touma Engineers 6632 South 191st Place, Suite E-102 Kent, WA 98032 • SUBJECT: City View Short Plat Project No. LUA-98-173,SHPL-H,ECF Dear Mr. Touma: 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 • June 8, 1999. Prior to that review, you will be notified if any additional information is required to continue processing your application. The date of Tuesday, July 13, 1999, at 9:00 a.m., has been set for a public hearing to review the above-referenced matter. The hearing, before Mr. Fred Kaufman, Renton Hearing Examiner, will be held in the Council Chambers on the seventh floor of City Hall, 1055 South Grady Way, Renton, WA. The applicant or representative(s) of the applicant is required to be present at the public hearing. A copy of the staff report will be mailed to you one week before the hearing. Please contact me, at (425) 430-7286, if you have any questions. Sincerely, Jennifer Toth Henning Project Manager cc: Mr. Gerald Rieker/Owner ACCPTT_TR 1055 South�� Grady Way- Renton, Washington 98055 Cam]This naner contains 50%recycled material 20%nost consumer 1M1 TOUMA ENGINEERS �r n�NTON & LAND SURVEYORS ..�T �; May 5, 1999 U Ms. Jennifer Toth Henning,Project manager i 99 Planning Department City of Renton LA.)/iSiCM 1055 South Grady Way Renton,WA 98055 RE: City View Short Plat(file No.LUA-98-178,SHPL-H,ECF) Dear Ms.Henning: This is in response to your letter to Mr. Gerald Rieker date March 25th, 1999 and our meeting of April 15, 1999.The short plat was revised to address concerns expressed by the staff initial review of the above referenced application. We are submitting the following information that were requested in order for the staff continue processing this application. Slope Survey Data. We have analyzed the slopes across the subject property and prepared a slope analysis map depicting the three slopes categories found on site.The slopes were generated from field topography survey of the property performed by our office. The three slope ranges address in this study are 0.00%to 25 %,26%to 39%and 40%and steeper.The short plat lots layout was revised reducing the number of lots from nine lots to eight lots. The changes are made in order to take account of the steep slopes observed along the west and northwest of the site,and a small area along the most southeasterly portion of property. A Native Growth Protective Easements(NGPE)was set aside for slopes in excess of 40 percent along the westerly portion of proposed Lots 3 and 4. Also, a small NGPE easement was delineated along the most southeasterly portion of proposed Lot 7. Fewer lots resulted in a shorter access road to serve the proposed lots and minimized the quantity of cut and fill required to grade the cul-de-sac. The new layout has minimized the grading necessary for access to majority of the lots.The grading plan has included grading for the individual driveway(Lots 2,3,and 4)and house building pads. The grading for each driveway is set at a maximum slope of 15%. This will be accomplished by setting the basement floor at an elevation to meet the driveway slope. Geotechnical Report. We are enclosing a complete geotechnical report prepared by Hart Growser dated 1978. I believe that the 1978 report addressed soil classifications,slope stability,foundation recommendations and other related issues that can be adapted to the proposed single family development. In discussing this matter with Mr. Neil Watts,he suggested to provide a complete him with a complete report for his evaluation and recommendation to the Environmental Review Committee. I am enclosing a complete report for your use. Emergency Access.The owners are willing to accept your recommendation to widened Lind Avenue NW from its present width to a minimum of 20 feet wide for a distance that would properly serve this development.The widening will be extended north along Lind Avenue NW from its intersection with NW tad Street. The applicant is submitting a waiver for the off-site improvements along South 132nd Street(NW 2"`' Street) under separate submittal. Fire sprinkler system for each house will be installed as each future house is built. Page 1 of 2 6632 S. 191 st PI.,Suite E-102, Kent,WA 98032 • Phone(425)251-0665 • Fax(425)251-0625 e-mail: mhtouma@aol.com 1 City View Short Plat May 5, 1999 Ms.Jennifer Henning Variance. No variance is requested. The slopes in excess of 40%will be designated as a Native Growth Protective Easement(NGPE)and remains in its natural condition.The revised short plat layout provided adequate building setback from the NGPE tract. Environmental Checklist. The Environmental Checklist is revised to reflect changes made to the short plat and number of lots. Items B.l.b on page 2 of 12 and B.8.H on page 8 of 12 were amended to address V the steep slopes on the property. Copies of the revised checklist are enclosed for your review. Should desire additional information regarding this matter,please feel free to contact me. Thank you. incerely, Moun' `-TOM"Tolima PE/PLS Project Enginerr Cc: Gerald Rieker Encl. Page 2 of 2 , PRELIMINARY SOILS AND FOUr now ENGINEERING STUDY LAKEVIEW TOWERS CONDOMINIUM COMPLEX ' . N.W. SECOND PLACE AND LIND AVENUE N.W. • RENTON, WASHINGTON • • DEVE 11 LOPMENT PMENT PLAN+,,jING• CITY OF RENTON MAY 0 6 1999 RECEIVED . ;0 SEPTEMBER 14, 1978 • i J-667 HART-CROWSER & ASSOCIATES , INC, 1910 FAIRVIEW AVENUE EAST SEATTLE , WASHINGTON 98102 • TABLE OF CONTENTS Page No. INTRODUCTION • 1 SITE AND PROJECT DESCRIPTION 2 SUBSURFACE CONDITIONS 2 ENGINEERING CONSIDERATIONS : CONCLUSIONS AND RECOMMENDATIONS 4 Excavation and Grading 4 Site Preparation 6 Structural Fill 7 Shallow Foundations 8 Floor Slab-on-Grades 9 Pressure on Backfilled Walls 10 General Rockery Considerations 10 Drainage Considerations 12 Parking and Paved Areas 13 LIST OF FIGURES • Figure 1 Site and Exploration Plan • Figure 2 Rockery Detail APPENDIX A FIELD EXPLORATIONS AND LABORATORY TESTING A--1 Test Pits A-1 Seismic Traverses A-1 Laboratory Testing A-4 • 1 LIST OF FIGURES Figures A-1 Test Pit Logs TP-1 through TP-12 through A-5 Figures A-6 Grain Size Classifications and A-7 • • _ i J-667 • PRELIMINARY SOILS AND FOUNDATION ENGINEERING STUDY LAKEVIEW TOWERS - A CONDOMINIUM DEVELOPMENT N.W. SECOND PLACE AND LIND AVENUE N .W, RENTON, WASHINGTON INTRODUCTION This report presents the results of a preliminary subsurface investigation and foundation engineering study for the proposed 86-unit residential condominium complex to be located in Renton, Washington. The purpose of this study was to assist the structural engineer and architect in establishing design criteria and general foundation recommendations relating to construction of ,the condominium units . The scope of work included field explorations, laboratory- testing and engineering studies . • Field explorations consisted of 12 backhoe-excavated test pits ranging in depth from 2. 7 to 11. 5 feet . In addition, four seismic traverses were conducted to assess the depth and seismic velocities of bedrock. The test pit locations and traverses are shown on the Site and Exploration Plan, Figure 1. Field exploration procedures and results are presented in Appendix A and interpretive test pit logs are presented in Figures A-1 • through A-5. Laboratory tests consisted of detailed classifica- tions , water content determinations and grain size analyses . The results of the laboratory tests are also presented in Appendix A and elsewhere throughout the report where applicable . Engineering studies were made to arrive at conclusions and recom- mendations for foundation design and construction, use of on-site soils , lateral pressures on subgrade walls , site grading including rock excavation and blasting requirements , and drainage consid- erations . , J-667 Page 2 SITE AND PROJECT DESCRIPTION This study has been based on preliminary architectural infor- mation provided by Mr. Jan Kofranek of Ron Campbell & Associates , Architects . The site is located near the intersection of Lind Avenue Northwest and Northwest Second Place in Renton, Washington encompassing an area of about 2 . 7 acres , The site slopes from the northwest to the east-southeast with an average slope of about 26 percent . Site elevations range from about 250 feet in the northwest to approximately 125 feet in the eastern portion of the site . Local slopes are steeper than the 26 percent and range as high as 100 percent primarily in the northwest portion of the site . These steeper slopes apear to be bedrock controlled. The proposed condominium complex will consist of 86 units ' within four structure: Two of these structures will be six stories while the remaining two will be three stories , Parking will be available beneath the structures . Access roads will be provided from Lind Avenue N.W. and N.W. Second Place and also from N.W. Second Street . Excavations in both natural soil and bedrock will be required. Based upon infozulation provided by Ron Campbell and Associates these excavations may be as deep as about 13 feet in some of the building and parking areas . These excavations will be near or at vertical and will most likely require rockeries or retaining walls to provide stability and prevent soil and rock erosion , • It is expected some fill may be required in the southeast portion of the site to provide parking facilities . SUBSURFACE CONDITIONS Subsurface conditions at the site were evaluated from the 12 backhoe test pit excavations and a series of four seismic • J-667 • .Page 3 refraction traverses . Test pit excavations and seismic traverse lines were located approximately as shown on the Site and Explo- ration Plan, Figure 1. The results of Test Pit excavations TP-1 through TP-7 disclosed the western portion of the site to be underlain by a deposit of weathered till and unweathered till overlying weathered Andesite bedrock. In this area the weathered and unweathered till ranged in thickness from 4. 5 feet to a depth greater than 10 feet. The weathered till was primarily medium dense , moist , light yellow-brown, slightly gravelly, silty sand. This unit graded increasingly dense with depth. Occasional small boulders were encountered throughout the weathered till. The unweathered till where present in the western portion of the site generally consisted of very dense , damp , . gray, slightly gravelly, very silty sand and occasionally very sandy silt . Underlying the till, where disclosed within the depth of the backhoe excavations , weathered bedrock consisting of volcanic Andesite was encountered. The condition of this bedrock varied from a residual soil of silty sand containing highly weathered rock fragments to relatively unweathered bedrock that was not capable of being excavated by the backhoe . An apparent bed- rock ridge is located along the western limits of the property . at the vicinity of Seismic Profile D. Results of this' profile (see Appendix A) indicate about six feet of residual soil and/or overburden overlying moderately weathered and/or fractured rocks . Compretsion wave velocities on the order of 5500 feet per second - would indicate excavation below about six feet in this area would most likely require blasting. In the eastern portion of the site excavation with the backhoe was limited to very shallow depths because of near-surface bedrock. Generally in this area, sound bedrock was encountered within a depth of about 2 . 5 to 6 feet . Overburden soils above bedrock J-667 Page 4 in the eastern portion of the site consisted of a thin stratum . of weathered till (as described previously) or highly-fractured weathered bedrock with a silt and sand matrix. . In Test Pits TP-8 through TP-12 excavation into bedrock was not possible with the backhoe . Seismic Profiles A through C completed within the eastern portion of the site (see Figure 1 and Appendix A) con- ' firmed the presence of slightly weathered to relatively unweathered bedrock within a few feet of the ground surface . Compression wave velocities ranged from about 6600 to .15 , 000 feet per second indicating that blasting would generally be required for removal . ENGINEERING CONSIDERATIONS : CONCLUSIONS AND RECOMMENDATIONS Excavation and Grading Excavations as great as 13 feet in the natural soil and/or : bedrock are anticipated in the building and parking areas to achieve the desired elevations , with near-vertical cuts desired. To accomplish these depths of excavations , particularly within the eastern portion of the site , heavy ripping and/or blasting will be required. To correlate seismic wave velocities such as those determined for this study with rippability, the Cater- pillar Tractor Company has produced graphs for various rock types and related rippability to their line of equipment . These charts presume that the rock is typical of the given type designated and the equipment is in good mechanical working condition. Based on the Caterpillar charts the approximate upper limit of seismic velocity for rippable_materials similar to the Andesite rock at the site are presented in the following table . J-667 Page 5 _ Approximate Upper Limit of Seismic Wave Equipment Velocity for "Ripe able" Classification D7E - No . 7 Ripper 4500 D8H - No . . 8 Ripper 4500 D8H - No . 8 Series B 6500 Ripper D9G - No . 9 Ripper 5500 D9G - No . 9 Series B 7500 Ripper Based on this information, rippability of the Andesite rock materials at the site will depend on the seismic wave velocity and the type of excavating equipment used. Again, depending on the type of equipment used, Andesite having velocities greater than approximately 4500 to 7500 feet per second will most likely require blasting for removal . . This in general would encompass the bedrock disclosed within a few feet of the ground surface within the eastern portion of the site . We generally recommend that unsupported cut slopes within the building and parking areas be no steeper than 0 . 5H : 1V in rela- tively unweathered to slightly weathered bedrock, 1H: 1V in moderately weathered bedrock or unweathered till and 1 . 5H : 1V slopes in the loose to medium dense , near-surface residual rock or weathered till soils . If steeper slopes are required, either rockeries , retaining walls or similar supportive struc- tures would be necessary in our opinion, to maintain a safe condition throughout the design life of the project . All unsupported cut slopes should be provided with some foLut of slope protection and erosion control and should be inspected by Hart- Crowser and Associates to confirm their adequacy with respect to soil and/or rock conditions exposed. It is recommended that fill slopes have inclinations no steeper than 1 . 5H : 1V with ade- quate slope protection to prevent erosion and slope instability . J-667 Page 6 No groundwater was encoutnered in the test pits during the site exploration, however, groundwater seepage was' noted near the . northwest corner of the property at the ground surface. This seepage appears to originate off the property in the .vicinity of the northwest property corner and disappears into the ground surface within a short distance of the northwest property corner, In addition, minor groundwater seepage was noted near the inter- ssection of N.W. Second Place and '.Taylor Avenue which. is approxi— mately 300 feet east of the east property line downslope from the proposed condominium complex. Therefore , some groundwater seepage may be encountered during excavation of the required cuts . However, we expect this seepage to be slight to moderate • and should be controllable with local pumping or diversion. i Site Preparation The condominium site is presently occupied by numerous large maple trees and underbrush. This vegetation should be stripped • and removed from the site . This should be followed by excavation of the existing weathered till areas as required. The eastern portion of the site will require excavation of the weathered bedrock followed by excavation by ripping and/or blasting as applicable to the moderately weathered to relatively unweathered Andesite bedrock. Estimated permanent soil and rock slopes are presented in the previous section of this report . However, the stable slope excavation during construction will depend on the nature of the soil and rock materials . We recommend that the excavation slope angles to maintain a stable-: condition be the responsibility of the contractor since he is continuously on the site to observe the nature of the materials including any • groundwater seepage that may occur. Following stripping and excavation to the required subgrade elevations , areas which are to support slab-on-grade , paved surfaces , or receive structural fill should be properly . prepared. In areas where subgrades will consist of natural weathered or unweathered till soils , these J-667 Page 7 • materials should be prerolled to a dense, non-yielding state prior to placement and compaction of any fill materials or construction. of foundation units , floor slabs or paved sur- faces . Prerolling should be 'accomplished with 'a relatively heavy vibratory roller, minimum static weight of 4, 000 pounds , to a relatively non-yielding surface, The surface 'should be observed during prerolling to detect the presence 'of pockets of loose, soft soils which, if encountered, should be removed and backfilled in accordance with recommendations for structural fill. In areas where the subgrade will consist of bedrock, excavated by either blasting or ripping, site preparation Should include providing a uniform flat working surface prior to construction of foundation units , floor slabs or paved surfaces . This uniform surface can be achieved by placing a nominal thick- ness of six inches of coarse sand and gravel beneath the founda- tion units and floor slabs . Subgrade preparation for paved areas , within bedrock should consist of placing a nominal thickness of six inches of structural fill and/or coarse sand and gravel to fill any voids and fractures in the bedrock following site excavation. Structural Fill All fill placed within building areas and beneath paved surfaces should be placed as structural fill . Structural fill should be placed after removal of any existing soft, wet or organic soils and after the stripped surface has been prerolled and/or inspected in accordance with the preceding site preparation section of this report. The structural fill should be placed in lifts not ex- ceeding 10 inches and thoroughly compacted to at least 95 percent modified Proctor maximum density within the building areas and 92 percent in the paved areas as determined by ASTM 1557-70 Test Procedure . Structural fill placed on sloping ground should be J-667 Page 8 adequately keyed into the slope through stairstep. or bench • procedures . We recommend that an experienced soils inspector , be present during placement of the structural fill to monitor 'filling and make field density tests . Suitability of soils for compacted structural fill will depend on gradation and moisture content of the soil when it is placed. As the fines (that portion passing the No. 200 sieve) increases the soil becomes increasingly sensitive to small changes in moisture content and adequate com- paction becomes more difficult to achieve. Soils containing more than five percent fines cannot be consistently compacted to a dense , non-yielding condition and achieve a safe bearing capacity equal to or above our recommended value when the water content is greater than optimum. Grain size analysis as shown on Figures A-6 and A-7 indicate that the weathered and unweathered till soils generally contain more than five percent fines . As such, these materials are moisture-sensitive and their use as structural fill will generally be limited to periods of dry weather, particularly the summer and early fall months . During typical winter and spring months placement of these soils with more than five percent fines would be difficult and would require scheduling of work during periods of intermittent dry weather. Therefore, importation of clean granular fill materials may be necessary during periods of wet weather construction. Shallow Foundations In our opinion continuous and individual spread footings would provide the most suitable foundation support for the_proposed condominium structures . We expect that these foundations may be- placed in either weathered or unweathered till , densely- compacted structural fill or on bedrock materials at the subgrade elevation. We recommend that continuous and isolated spread footings have minimum widths of 16 and 18 inches , respectively. J-667 Page 9 We also recommend that the base of all spread footings be located a minimum depth below the top of the floor slab or adjacent exter- ior grade, whichever is lower , of 18 inches within till or struc- tural fill and 12 inches with bedrock areas . It is our opinion that spread footings founded on prerolled weathered till or on densely-compacted structural fill could be designed for an allowable bearing pressure of 2500 pounds per square foot. Spread footings founded on unweathered till or on moderately sound bedrock could be designed for an allowable bearing pressure of 8000 pounds per square foot . Based on this allowable bearing stress and minimum depth of burial , total and differential settlements should be less than about three-quarters of an inch . In addition, the majority of these settlements should take place during construc- tion. We recommend that all footing excavations be inspected by an experienced soils engineer or technician prior to placing of concrete to confirm adequate bearing surfaces .. - Floor Slab-on-Grades The interior floors of the condominium and parking structures could be constructed as slab-on-grade above properly-prepared, in-situ soils , bedrock or densely-compacted structural fill . We recommend that the floor slab be underlain by a minimum six-inch layer of clean, well-graded sand and gravel -to serve as a uniform bearing layer and capillary break. This sand and gravel should generally confoLw to the following gradation requirements : Percent passing the 2-inch square opening 95 to 100 Percent passing the z-inch square opening 30 to 60 Percent passing U . S . No . 8 sieve 20 to 50 Percent passing U. S . No . 50 sieve 3 to 12 Percent passing U. S . No . 200 sieve 0 to 2 J-667 Page 10 Pressure on Backfilled Walls Lateral soil pressures on subgrade or foundation walls backfilled on one side only will primarily depend on the degree of compaction and amount of lateral movement permitted at the ' top of the wall during backfilling operations . If the walls are, free to yield at the top an amount equal to approximately 0 . 001 to the height of the wall , soil pressures will be less than if the walls are limited by stiffness or by construction of the structural floor • network prior to backfilling. Utilizing recommended backfill compaction of 95 percent modified Proctor maximum density, we recommend that an equivalent fluid pressure of 35 pounds per cubic foot and 55 pounds per cubic foot be used for yielding and non-yielding walls , respectively. These equivalent fluid pressures are based 'on the assumption of a level horizontal and uniform backfill and no build-up of hydrostatic pressures behind the wall . The effect of surcharges such as floor loads and/or sloping backfill should also be included. For uniformly distributed load behind the wall, a corresponding uniform distributed lateral earth pressure equal to 30 percent of the surcharge should be added to the equivalent fluid pressure. To prevent the buildup of lateral pressure in ' excess of the above pressure, backfill within two feet of the wall should be placed in maximum six-inch lifts and compacted • with a vibratory plate or small walk-behind roller. General Rockery Considerations According to plans supplied by Ron Campbell and Associates , it is anticipated that one or more rockeries of approximately 12 feet in maximum height will be constructed in the western portion of the site. Vital considerations in rockery construction in- clude the following : 1) the rockery must have a firm foundation, 2) the rocks must be sound and have a minimum width to height . • J-667 • Page 11 ratio as subsequently presented, 3) the maximum slope of the rockery should not exceed 4V:1H, 4) a free-draining filter material should be placed behind the rockery to prevent the buildup of pore water pressure and loss of material from between the rocks , and 5) the backfill behind the rockery should be well-compacted to prevent settlement . We anticipate the nature of the subsurface soil conditions to generally consist of medium dense weathered till to dense un- weathered till overlying highly weathered to moderately weathered bedrock, which should generally provide a suitable firm foundation. It is absolutely necessary to provide a firm foundation for rockery construction to prevent settlement and thus rearrangement of the rocks originally keyed in place. In this regard we recommend a representative of Hart-Crowser and Associates inspect the prepared base prior to rock placement. The slope behind the rockery should be cut at least 1. 0 foot • behind the rockery and backfilled with a pit or quarry-run material in general compliance with the following gradation requirements . Percent passing 6-inch square opening • 100 Percent passing 2-inch square opening 55 to 100 Percent passing 1-inch square opening 40 to 85 Percent passing U, S . No . 4 sieve 20 to 50 Percent passing U. S. No . 40 sieve 5 to 25 Percent passing U. S . No , 200 sieve 0 to 5 A minimum four-inch diameter perforated subdrain should be installed at the base of the drainage zone and exit to a suitable outlet. We recommend that if conditions encountered during ex- cavation for the rockeries are different from those assumed here , J-667 Page 12 we should be notified so as to alter our design recommendations accordingly. All rockery design and construction procedures should comply with the requirements set forth by King County Department of Building. Details for construction and design of the rockery are included in Figure 2 of this report. Drainage Considerations Because portions of each building would be notched into the eastward sloping hillside, some groundwater might be expected to intersect the subgrade walls . In addition, the weathered till soils in the western portion of the site are moist and some surface water could seep down through the backfill along subgrade walls . To protect these walls and floors from moisture and to avoid buildup of hydrostatic pressure, we recommend an external drainage system be installed around all structures adjacent to the perimeter wall footings . Backfill material with 18 inches of any exterior wall extending within one foot of the ground surface should consist of clean, free-draining granular materials such as that conforming to the preceding requirements for a capil- lary break beneath the floor slab-on-grade . The backfill should be sealed at the ground surface with a minimum of one foot of impervious soil in unpaved areas to prevent surface water from . entering directly into the subdrain system. The subdrains with clean-out should consist of at least four-inch pipe, theperforations placed down . Free-draining perforatedp p backfill adjacent to the exterior walls should be continuous to envelop subdrains for at least six inches in all directions . Roof drains should not be connected to these subdrains . Final site grade should be designed to carry away surface water from the structures so that they will not accumulate and pond next to the structure . J-667 • - Page 13 Parking and Paved Areas • Since the parking and paved areas of this condominium complex will primarily be used by small private vehicles , we recoituiiend that a pavement design section placed over structural fill , weathered till or prepared subgrade of bedrock consist of a nominal two inches of asphaltic concrete and four inches of crushed rock base course . Subgrade preparation for pavement in bedrock areas should include the placement of a sand and gravel bearing layer to prevent migration of the base course material into fractured bedrock resulting from excavation procedures . HART-CROWSER & ASSOCIATES , INC . • �� C. CROPL WAYNE . ERICSON �,��x• ti�oE '" s,,,,� <<"` Geote nical Engineer OHN C . CROWSER Fs,IO!'AL E\\S"- Professional Engineer • • * • • .. • • • . _ ° Is 1 or Flatter A...: • 2 or Flatter 4 ..-ci,..ii .0111 . - . • 47 ..,6,g. .,.. ••........, c::::....c,• • ...:,.0....;.,..........s. ...•.,,. .• .. .•,,.. • . .:,:;i•i).:•7,-. .../6•IZI 4i.. • • 1 ..61'...°:*CY-tZ)A Dense • •!,...;:••• I 0q6 . Natural:: 4. • C;P:—.1 . 45' ;••‘)•••• • :te• •. :, . :........,,,-c;,.:-,0:;--,,?.., .•...&.....-:- .1 .- • - ; ...)....1. '•-•.--••••••:b.:°*.;•••••••0:'.tt.:::1•1•--,.•44,it'.. cm'.. 1.4 C •(&.•:.St,...•••'1'43.s(_,. Soils .I: . ..... • .......-...:,,,,T•.... .. ..;..,.....)fb c,;z,.. . .s, . .. ' •:•i.. (. ..•:•!::(/...C .:(.2):"•i,,,..,.,,-,-... .. . -. . ..--..s. ' L'-xti-11 .%;1! .i, .)'?4.ctla:?:* ,\-.?.--Q:;;;,:•Y: ..: •••: ',-. :% ; i• e.a.0.:6 Pwrc:3...:,i7 •,... • •t4,k t..• ._, cs...,. r\46..\.).. •...4zz,:. a ,11.4.,• . A.:1.•"• % • •C.'•%._...) :o , 0:•••c, • - 4 ' .-`o • •• CI oc,•••::C.:••••••.5::>•:•.0 ...or _.....,,.:::...,.• ....?•_ss41.v. .. c; ..6..,0.„,..... 0 • . ,:..„-„.7., • : - 42:rip a, Cy'4`")• •A .-s, • ..• - *ic5. •: ti.c'.0a 6...!. .).• • • .1".......•..1*.; " ..c> ;c..,0 0 0<3 f...A0•%.0.:*"....k. ..• r;• , • •ii,:::••••P•..... I.:L3 0.71 tp •--f ...."<-:. " Q8 0 i. ;::•1;! ›.:fr'Iiiq:S:% it:•;C: • •sp,,/,.;tl• .: 0 00,:i;:ti:8,1Q::...,T.:4.: f.,:".'-ty4i--• .. • Q... -.:e3::( PC}65: 07: -Slope as Necessary ..-;. i' ._- „• .•14.ii •. -; !';-'''..C?•. ..•:-.;..:TIO-. .t• for Stability During • H •*:•*it-....-••• ••%,.!:,,..1:).;4:c.,:. 3.i.:::.-...,:s.ii,‘ Construction ‘..%. , ••••• ;•• i. ::•.(a... .•......c>•-a.... • ? ' •• ....1-4,4.: • ‘• ..c3ePil•:'cs.c.:3•,::.6::d.,0 t:•••';. ,-:.-...i_.:'!: ..,;°:cA9•:.•c,.*.'..-:•....6:F. '''''.'l • "r• • _,-,..6b5i. ...-.1?:•6:.?..,- ..:,..e..2.,.....- • ! .,... 41,,......, • :0;.-.-:•sii...-- • '•• :......-L .1.. : . ..:• .k.-.):•:o..t6 . :...-is...• ••• , .4 • . t, .• 6,Ezy..,•• !.;:..c.. ki•! ,,•_;,,i). NI, •.e, ... ..;o 04 cltp>. ._ i i• '‘ 1 "L . 0( I'‘ ii. .C'el...03.•' . .. ., -..r. 0. •tie•cr. Bank Run Grovel ,,•. .-i, . ..,..... . :.... -.:..., .. • , •...::•Z .13:•)0(3 )-1*:- ;• ••C:±j' . • ..:,.-...$-,.a:4'ss----'4"4":s. .... . C I C:.•.'<ill-4 P. - —•• • • fw • • 61:. :•:•ili. • .0-, . . :•-: % -•••••• . . el.; ;•.....1• :; .4.,j):°1:' S:I. • . • '1•0•• .1; •••1. ....:--1-; 5).053;i„: 13 6; • 1 .3. . .-. • .-.•••• •.. b....5;;;.12"P.:i4): -17.1. f• 1 ::••••• -•• . J ...,4 • YMinimum.3 - -'.- :'-' .tiz7;•-•743--,e;:: -?.. /-•itS6*:. -- Finish Grade . ':•:i• **,:". .5%•••• • -.' lboeo....0.. .9-c- \ ---Minimum 4'1 ,0' Perforated -• .. -a. 4. t • ,--,...- .10 ....-.: / Drain Pipe with Suitable Outlet .r.•,:i.i..*.I.N:.- .5.1e. •- ---1 r.L...4::::). ../6.7 , .I, I 2 ti M i . 'lc•'... i.l. . .*•...N . . . 1.,0 1 • C 1------Place Rock on Firm B Undisturbed Soils •.4 ts • ROCKERY .:• MINIMUM . HEIGHT (H) ROCK WIDTH (B) - . Feet Feet . e . - . •5 - 7 IY2 • •7 - 9 2 • _ 9 - 12 2J4 . • . .. / J-667 August 1978 HART- CROWSER a associates inc. . Figure. 2 • J-667 APPENDIX A FIELD EXPLORATIONS AND LABORATORY TESTING' Field explorations at the site consisted of a geologic recon- naissance , four seismic refraction traverses and 12 test pit excavations . All explorations were coordinated in the field by a geotechnical engineer from our firm. Test Pits The 12 test pits were excavated with a rubber-tired backhoe to depths ranging from 2 . 7 to 11. 5 feet at the approximate locations shown on the Site and Exploration Plan, Figure 1. The practical depth to which the backhoe could excavate the test pits was limited by- the reach of the equipment and the presence of weathered and relatively unweathered rock. • Disturbed but representative samples of the soils and weathered rock disclosed in the test pits were obtained in the field and transported to our laboratory for testing and further classifiL cation. The excavation and sampling of test pits were contin- uously observed by our engineer who also prepared detailed field logs of the conditions encountered. • The test pit logs presented on Figures A-1 through A-7 are based on inspection of the samples recovered, laboratory test results and field test pit logs . Seismic Traverses Four seismic refraction traverses were completed at the .locations shown on the Site and Exploration Plan, Figure 1 , due to the inability of the backhoe to penetrate to the depth estimated for building excavations . These traverses were completed to : • 3-667 • •Page A-2 . (1) assess the depth to bedrock in areas not accessible by backhoe ; and (2) to assess seismic velocities of this bedrock to estimate rippability and/or need for blasting. The seismic refraction test method consists of measuring the travel time through the ground of a compression "shock" wave applied by the impact of a sledge hammer and detected some distance away by a sensitive transducer (geophone) . A seismic traverse consists of a line of impact points at varying distances from the geophone . Data obtained from such a traverse can be utilized to estimate the' compression wave velocity of subsurface materials and the approximate depth to materials having a higher velocity than the h correlation generally exists Since a rough overlying layer(s) . g between seismic velocity and density or hardness ; the compression wave velocity (in conjunction with a knowledge of the geological conditions) can serve as an indicator of the type and physical properties of materials below the ground surface . Because sub- surface materials (particularly weathered rock products) usually increase in density or hardness with depth, proper interpreta- tion of the data can provide indirect evidence of the approximate thickness and physical characteristics of subsurface materials . Of particular use for engineering purposes is a correlation de- • veloped by the Caterpillar Tractor Company relating seismic velocity to the "rippability" of various rock types for a par- ticular combination of excavation equipment. Although much useful information can be obtained from seismic testing, a knowledge of the limitations and inaccuracies asso- ciated with the method is desirable to minimize misleading interpretations and conclusions . Of particular concern in evaluating excavation characteristics is an understanding of geologic conditions and physical characteristics that affect the "average apparent compression wave velocity' determined in the test, ' J-667 • Page A-3 The effective penetration depth of a traverse _is_ roughly equal to one-third its length. As a result the depth and velocity data obtained tend to reflect average conditions over the length of traverse. The decomposition of rock with depth generally occurs in a highly irregular fashion resulting in zones ranging from highly weathered, soil-like material to unweathered zones and boulders of relatively hard rock. Consequently, a relatively low "average" velocity, characteristic of residual soil (less than approximately 2000 feet per second) , does not preclude a possible presence of occasional relatively hard zones or boulders over the total length of the traverse. For higher velocity mater- ials such as rock or weathered rock, the travel time of a wave can be significantly increased (average velocity decreased) by the presence' of occasional fractures and weathered zones that represent only a small part of the total material volume . Although the effects of these geologic conditions on velocity are partially compensated for by corresponding effects on "rippability" , occasional localized discrepancies between "average" velocity and excavation characteristics should be expected . Seismic data were obtained using a Bison Model 1550 signal enhancement seismograph. All traverses except Traverse A were run in both directions (forward and reverse) . A summary of the results of the seismic traverses and our interpretations are presented in Table A-I. Data presented are an average of both forward and reverse direction unless a major difference was observed between them, in which case results of both directions are presented. When a large degree of scatter of the data points from a straight- line "distance-time" rela- tionship indicated the presence of highly variable subsurface conditions this has been noted in our "interpretation" . Inter- pretations presented are our best estimate of likely subsurface J-667 • Page A-4 • conditions based on the results of the traverse, observation of adjacent terrain and materials , and our understanding of the geologic environment . Apparent Compression Seismic Approximate Wave • • Traverse Depth (feet) Velocity (ft/sec ) Interpretation A 0 - 10+ 15,000 Relatively unweathered hard rock at or near the ground sruface with little or no soil overburden. - B 0 - 6 ' 1 ,200 Residual soil with rock fragments. 6 - 22+ 6,600 Slightly weathered and/or fractured rock C 0 - 4 1 ,100 Residual soil with rock fragments 4 - 20+ 8,800 Relatively unweathered rock D 0 - 6 1,200 Residual soil with rock fragments 6 - 20+ 5,500 Moderately weathered and/or fractured rock Laboratory Testing A laboratory testing program was developed to establish the basic index and engineering properties of the site soils . Selected samples were visually classified and the field logs verified and modified as required. Moisture contents were performed on all samples in general accordance with ASTM D2216-71 ; these values are presented -in the Test Pit Logs , Figures A-1 through A-7 . Grain-size analyses were performed on selected samples retrieved from the explorations using mechanical analyses in general accor- dance with ASTM D442-63 . The results of the grain-size analyses are shown in Figure A-8 through A-10 . 1c I rl1 LUli II-' - I Sample weer afire Deco, SOIL INTERPRETATION Content Tests feet*4GROUND SURFACE AT 'APPROXIMATE ELEVATION 215 FEET 1 27 TOPSOIL, LOOSE. HO15T, DARK BROWN, SILTY, :.`; SAND-TOPSOIL WITH OCCASIONAL ROOTS. lt1 • 1=:•`:; WEATHERED TILL?, MEDIUM DENSE, MOIST, LIGHT 2 9 2 .-t^_,•"^; BROWN, SLIGHTLY GRAVELLY, SILTY SAND WITH FINE • r: ROOTS TO 3 FEET. • 3 F �•�:^ GRADES DENSER 3 10 4 . ,. . RESIDUAL SOIL, MEDIUM DENSE TO DENSE, MOIST, 5 LIGHT BROWN, SILTY SAND WITH ROCK FRAGMENTS. 4 21 6 WEATHERED REDROC!(, DENSE, MOIST, LIGHT YELLOW- BROWN, VERY HIGHLY WEATHERED ANOESITE - BEDROCK - 7 e FRIABLE. GRADES SLIGHTLY MORE COMPETENT WITH FRESH ROCK 5 25 8 -' ' NODULES. 9 � « GRADES TO WEATHERED BEDROCK, BROWN-GRAY. " 6 4 ^., 2 1 "10 1) BOTTOM OF TEST PIT 10.0 FEET COMPLETED 8-2-78 • 12 - • 13 - EXCAVATION DONE ON HILL SLOPE. LOG IS FOR CENTER OF TEST PIT. • 14- • 15 -. . • TEST PIT LOG TP-2 ' Sample water Other Depth SOIL INTERPRETATION Content Tests feet • GROUND SURFACE AT APPROXIMATE ELEVATION 215 FEET 0 .- WEATHER 1 CR a ED TILL?, MEDIUM DENSE, DAMP. LIGHT I YELLOW-BROWN, SLIGHTLY GRAVELLY. SILTY SAND. 2 GRADES DENSER. . 3 GRADES WITH MORE GRAVEL AND OCCASIONAL COBBLES. 2 ER 3 • I 4 ` 5 GRADES DENSER WITH MORE GRAVEL, ROCK ABOUT 2 FEET IN SIZE. 6 3 " 10 7 TILL, VERY DENSE. DAMP TO MOIST. GRAY. SLIGHTLY GRAVELLY, VERY SANDY SILT AND GRAVELLY SILTY 8 '--Y' SAND. 9 • 10 11 �" ' • 12 BOTTOM OF TEST PIT 11.E FEET • 13 COMPLETED. 8-2-78 • 14 • IS J-667 August 197 • HART-CROWSER A ossoclatss kw Figure A—I TEST PIT LOG Ti 3 Sample Wont CMM.r Dpth SOIL INTERPRETATION rests teat GROUND SURFACE AT APPROXIMATE ELEVATION 203 FEET % 0 --.-•r'N.,,.. TOPSOIL t DUFF ' 1 6 I -G;: WEATHERED TILL?. MEDIUM DENSE, DAMP. LIGHT u �'�..:. BROWN, SLIGHTLY GRAVELLY SILTY SAND. 2 ': 3 , „::4 4 -4=7: ROOTS TO 4 FEET - GRADES DENSER. • 2 6 S . ir:;.;: SAND (WEATHERED TILL?) . MEDIUM DENSE, DAMP 6 --�`:;;?',?' TO MOIST, YELLOW-BROWN, FINE TO MEDIUM SAND. • . 7 • 8 3 12 9 J:; j TILL. VERY DENSE, DAMP TO MOIST, GRAY SILTY • ` SAND WITH COBBLES. - 10- BOTTOM OF TEST PIT 9.5 FEET II -- COMPLETED 8-2-7e , I2 - REFUSAL TO BACKHOE AT 9.5 FEET, POSSIBLY BEDROCK. 13 - 14- 15 - TEST PIT LOG TP- 4 • Sample Water Other Depth SOIL INTERPRETATION Content Tette feet • 0 GROUND SURFACE AT APPROXIMATE ELEVATION 212 FEET ' (�: . TOPSOIL t DUFF I - ` WEATHERED TILL?. MEDIUM DENSE, DAMP, LIGHT I 0 ♦ 2 .; BROWN, SLIGHTLY GRAVELLY. SILTY SAND. • J:4 3-. ... _ . 4-E : •2 0 -'` GRADES WITH LESS SILT TO GRAY-BROWN, 5 6 �% 3 RR 8 J TILL. VERY DENSE, DAMP TO MOIST, GRAY, SLIGHT- 7 i i LY GRAVELLY. SILTY SAND. • 1.' 8 ' :: • g :� 10- • -'.- ., BOTTOM OF TEST PIT 10.0 FEET • II- COMPLETED 8-2-78 • 12- • . 13- 14- 1S- • J-667 August 1978 • HART-CROWSER a associates inc Fini.ra A-2 IcoI rii LOU It' — 0 • . • Sample Water Other OegM SOIL INTERPRETATION Content Tests feel (.ROUND SURFACE AT APPROXIMATE ELEVATION 190 FEET 1. O TOPSOIL 4 DUFF • 1 y T= WEATHERED TILL? MEDIUM DENSE, DAMP TO MOIST, _ 2 LIGHT GRAY-BROWN, SLIGHTLY GRAVELLY, SILTY 1 ►R 13 .. SAND. .14%,r, . 4 —/::w: et 2 0 21 s `� =`1 RESIDUAL SOIL — WEATHERED BEDROCK, DENSE, I • �-•-.. DAMP, YELLOW-BROWN, SILTY SAND WITH ROCK 6 - s. FRAGMENTS TO A VERY HIGHLY WEATHERED ANDESITE 7 - BEDROCK. . 3 0 ♦ " : , -;;, I . 9 1 GRADES TO HIGHLY WEATHERED ANDESITE BEDROCK. IO-'- Viz, GRADES GRAY-BROWN. ♦ „ IS II - .Q. . BOTTOM OF TEST PIT 11.0 FEET • • 12 — COMPLETED B-2-78 • • • 13-� 14]I5 TEST PIT LOG TP- 6 . • • Sample Water Olhe► Depth SOIL INTERPRETATION Content Tests lest • GROUND SURFACE AT APPROXIMATE ELEVATION 182 FEET 1 0 e . O -4-. ,,,,.� J O P S O I L . I ' -•" }IEATHEPED TILL?. MEDIUM DENSE, DAMP, LIGHT -'4 BP.OWN, SILTY SAND WITH OCCASIONAL GRAVEL. •1' iF 3—�•::; . GRADES LIGHT GRAY-BROWN, SLIGHTLY SILTY, FINE • 2 0 ♦ ...;1...:.! TO MEDIUM SAND, ROOTS TO 4.5 FEET. 5 '::� di :. 6 7... 7-= 7. _7 TILL, VERY DENSE, DAMP, GRAY, SILTY GRAVELLY ': SAND. 8 9-N2 $EDROCK?s MODERATELY Sort ANDESITE ROCK • FRAGMENTS. 10- BOTTOM OF TEST PIT 9.2 FEET - COMPLETED 8-2-78 II-- . REFUSAL TO BACKHOE AT 9.2 FEET' POSSIBLY BEDROCK. 12-- 13- 14-• - 15-- J-66T August 197 HART-CROWSER •a'ossociatas in Figure A- - TEST PIT LOC TP-? ___ ____ ii . ^ Samp10 Wohr Ott,.. om D + SOIL INTERPRETATION X Tit O GROUND SURFACE AT APPROXIMATE ELEVATION 175 FEET TOPSOIL C DUFF 1 6 WEATHERED TILL? , MEDIUM DENSE. DAMP, LIGHT • BROWN, SILTY SAND WITH OCCASIONAL TO CONSIDER- 2• ?'�• ABLE GRAVEL. 3 111 2 14 • 5 - WEATHERED 6EDROCK, HIGHLY TO MODERATELY - WEATHERED ANDESITE - BEDROCK. I 3 8 6 — • - 7 BOTTOM OF TEST PIT 6.5 FEET COMPLETED 8-2-78 I 8 REFUSAL TO BACKHOE AT 6.5 IN MODERATELY 9 WEATHERED ANDESITE - BEDROCK. 10 TEST PIT LOG TP-8 Sort Wohr ()Nor 1 D SOIL INTERPRETATION CortHrtt Tilts (HI x 0 GROUND SURFACE AT APPROXIMATE ELEVATION 170 FEET • r-1., TOPSOIL C DUFF 1 --•-�• :.. WEATHERED TILLS MEDIUM DENSE, DAMP, LIGHT 1;' 5 --�• : 2 -r} BROWN, SLIGHTLY GRAVELL, SILTY SAND. 2 16 J as: RESIDUAL SOIL MEDIUM DENSE. MOIST, YE LOW— _'a BROWN, SILTY SAND WITH ROCK FRAGMENTS. URADES 4 '. :> TO MODERATELY SOUND ANDESITE BEDROCK. . 3 7 J . 5 - BOTTOM OF TEST PIT 4.5 FEET COMPLETED 8-2-78 6 ti REFUSAL TO BACKHOE AT 4. 5 FEET ON MODERATELY 7 — WEATHERED BEDROCK. 8 - I 9 - 10 -- TEST PIT LOG TP-9 • Sari pie WofIr Other Diprt+ SOIL INTERPRETATION ,tlf Tests t~I.4 0 GROUND SURFACE AT APPROXIMATE ELEVATION 178 FEET TOPSOIL 1 �-, 10 :'.. WEATHERED TILL71 LOOSE, DAMP, LIGHT BROWN, SILTY FINE SAND. 3 BEDROCK -ANDESITE, MODERATELY WEATHERED. 4 -. BOTTOM OF TEST PIT 3.0 FEET COMPLETED 8-2-78 5 RUFUSAL TO BACKHOE AT 3.0 FEET ON MODERATELY 6 - WEATHERED BEDROCK. 7 8 - 9 -- ip - . J-667 August 197 HART-CROWSER !l assa-dol s in • Flour* A- TEST PIT LOG -10 S.crvie WO Other Depth SOIL INTERPRETATION Tests feet GROUND SURFACE AT APPROXIMATE ELEVATION 0Ccaihint 155 FEET WEATHERED BEDROCK, HIGHLY.WEATHERED AND FRACTURED ANDESITE - BEDROCK WITH SOME SILT 1 7 AND SAND. 2 J yr 3 JL: \ BEDROCK - MODERATELY WEATHERED ANDESITE. 4 - BOTTOM OF TEST PIT 3.2 FEET 5 - COMPLETED 8-2-78 6i REFUSAL TO BACKHOE AT 3.2 FEET ON MODERATELY WEATHERED BEDROCK. 7 _ 8 -- 9 - 10 - TEST PIT LOG TP-II Sample Water Other Depth SOIL INTERPRETATION Content Tests feet Y. 0 GROUND SURFACE AT APPROXIMATE ELEVATION 132 FEET WEATHERED BEDROCK, HIGHLY WEATHERED AND I 0 8 1 - FRACTURED BEDROCK WITH SILT AND SAND. r r 2 3 - •c. 3EDROCK - MODERATELY WEATHERED ANDESITE. 4 - BOTTOM OF TEST PIT 2.7 FEET COMPLETED 8-2-78 5 - REFUSAL TO BACKHOE AT 2.7 FEET ON MODERATELY 6 - WEATHERED BEDROCK. 7 - • - 9 - 10 - TEST PIT LOG TP- I2 5 ri r e Wafer Other Dip SOIL INTERPRETATION Coat a nt Tests fee I Y. 0 GROUND SURFACE AT APPROXIMATE ELEVATION 137 FEET ^• '-nPSOIL I 12 WEATHERED BEDROCKI HIGHLY WEATHERED AND 2 --- FRACTURED ANDESITE - BEDROCK WITH SILT AND • SAND. 3 4 _ ` BEDROCK - MODERATELY WEATHERED ANDESITE. 5 _ BOTTOM OF TEST PIT 3.5 FEET COMPLETED 8-2-78 6 - 7 REFUSAL TO BACKHOE AT 3. 5 IN MODERATELY WEATHERED BEDROCK. 8 - 9 - 10 - J-667 August 197E HART-CROWSER a cssociatss inc Finiirw d-�, •GFIAIN SIZE CLASS"-ICATION I. • • • Sieve Analysis I Hydrometer Analysis Size of Opening in Inches :Number of Meth per in.,US.Standard • Groin Sir. In mni. • • \ Y O - ~ .o ♦ v1 N — \�N\ O O O O O v Y /1 N c e ' r1 N 100 — " � ^ N ♦ o NO o 0 O 00 0 0 0 0 O •0 11 lilt . 90 I 10 I 60 _ TP-2 17 70 S-3 • )0 60: ::__ so ,111111IIL1111120 1 F so 111111111111111111111111111111111111 •60 n 3o TP 3IlL I �lolliiir . .....; I 90 0 1 t 1 0 O 00 0 0 0 0 1 : Ih1hhhhhhh1 11� 1 L U If N O �0 ♦ 0 N O O .O Y r7 N - O 10 Y N O O Y /1 .0;‘,' O 10 Y V/ N —100 Groin Size in Millimeters 0 0 0 0 0 0 Il 0• 0• 0• 0 0 0 Cobbles Cc°rst 1 Fine JCaru i Medium I FM Grovel Sand 1 Wines • • Sample Depth-ft. U.S.C. Clossincation Hat. Atierberg Limits W.C. % LL PL PI TP- 1 1 . 5-2 . 0 SM GRAVELLY SILTY- SAND ( WEATHERED TILL ) • 9 5-2 TP-2 6 . 5-7. 5 • ML SLIGHTLY GRAVELLY VERY SANDY SILT 10 S-3 ( TILL ) TP-3 5 . 0-5 . 5 SP—SM SLIGHTLY GRAVELLY SILTY SAND • S-2 6 ( WEATHERED TILL? ) • • J — 667 August 1978 I HART-CROWSER a associates inc. Figure 'A-6 '.bJ UI 51L.h. ULAS`=1f- IUAI-ION • • • Sieve Analysis I Hydrometer Analysis Size of Opining in Inches Number of Mesh per in.,US.Slondard Groin Size in Tr*. N _ N_ \ \ N go ' •laa o f n N - - h?I\ n Y O N 0 O O O O O 0 0 0 O O O 0 ' . O O iillib... 90 huh eo 70 , liii__11111__111111__20 • r 60 C 1111111111 T.S-1o111/1/1/illl/1 • ■1111111111111111 IIII� s6oO � .a■," �""„■ 11E11 II 1111111111�o 0.. 3 0 ..<0. 1 20 80 • I 0 1 II 1 • 1 1 11 111 1 I 0 0 00 0 0 0 0 g M .. . f ♦, ry f .n N — o f0 f /l N - W �O •f n N - O 10 f n N _IDD O O 0 0 O 0 Grain Size in Millimeters o 0 0 0 0 0 IiCobbles Coorst Fine 1 Coarse 1 Medium 1 Foe Gravel If Sond Ana Sample Depth-ff. U.S.C. Classification Not. A}terbtrq Limits TP-6 3 . 5-4 . 0 SM SILTY SAND (WEATHERED TILL? ) WC x LL Pt. pI • S-2 _ 4 TP-7 1 . 5-2 . 0 SM SILTY , GRAVELLY SAND ( WEATHERED TILL? ) 6 S- 1 • • • • J —667 August 1978 HART-CROWSER a associates inc. I Figure 'A- 7 1, I ' w., , . (7,-)zJJ, g , , .,,,,-.t-.,‘,,,,,,‘„ ' NJ ,,,r,, ,-,, ' i ,A4f-e-v ��,u �t ,,d, e' / ../ /2? '9--/ 4,- . a-e- )6i-a , 6it- .. A, i ,flystir✓., Ad , - / Ae ),44,1 • 7 �. �o-a-¢a-d/ ., )-1,7e ,/,,,,a,&I) ,e)-7-a-117-0-1 „q�u,a,a .2fZecr%ed-- .. _,_ , _„,,,,h /d.„d-_ /aajef # iLe e la: , / /aelaal// 4dliel / k#,/_I!_d 2d/re/Le za. a/ .-- -'44,- 4a/1_,e__ e5'.: ‘ / :,;. A( IA( A _ _A6Ide ,e „ i't,e , _,,,, , ,,,eete ,e-et)d- fij,t-yd-, ,,,.7 --- ,7-7-t-c -77;,,‘,) ...a-it-e-e-• .,e5L-2t v /,,, ) j,,,a, f ",„ ,_,, , 2, .<,,, ,_,t--= - P.-- -c-P--- i-c-- Tit,t . /-,,-(/__ /°'66' I . A.e-„ 4 v/(/Le-/ k . ,,df, _,0-, k,4,ee/t ,,,,ad , , v/,‘,4_e. , --i;/-, „),f ., (4,-( r /,;6,4 , /'We z6°, ‘-_;z,_,- ., i2,ia,& ),de.ufi- JL-e -o'r- ' ' --- ,6---7 - .?`917€ %A , ��.f�P� ��y� G�v�r ,uqJ Ja-e6",a/ceta • EDWARD MELCHER 8801 5 132ND ST RENTON WA 98055-1100 , r /, , 017 , f" - , , 7N,A- cf/ s e,c-vv f'S3S MINIMMORIMI Ti� ENT PM RENTON • • APR 2'; 1999 RECEIVED F Op ti April 14th, 1999 `r pNNi,vc ,99 Ms. Jennifer Toth Henning �/I _ 9 Development Services ee) 1055 South Grady Way Renton, WA 98055 Re: Land Use Number: LUA-98-173,SHPL-H,ECF Ms. Henning, This letter is to comment on the above listed land use project located at Lind Ave NW and NW 2nd PI submitted by Gerald Rieker. Our main concern with this project is that the land has been totally cleared of vegetation. This has allowed large amounts of water and debris to run down NW 2nd / 132nd street continuously for months this past winter. We have just recently discovered ground water seeping from a retaining wall in our yard which has never happened in the fifteen years we have lived here. Before further developing is allowed, a way to capture and dispose of ground water must be implemented. Please list us as a party of record in this matter. Sincerely, Vim, J Dave & Cheri Hel son 8805 S. 132nd Renton, WA 98055 Lang, Kathr n G DEVELOPME_ • '.ANNING CITY OF ,E:,VTON APR u u 1999 April 7, 1999 RECEIVED To: Ms. Jennifer Toth Henning, Project Manager, Development Services Division 1055 South Grady Way Renton, WA 98055 cc: Mr. Bob Arthur, City of Renton Codes Manager 1055 South Grady Way Renton, WA 98055 Re: City View Short Plat (between Stevens Ave N.W./Lind Avenue N.W., and 2nd Avenue N.W./2nd Place) Dear Ms. Henning and Mr. Bob Arthur: I am unsure of who should address the following issues, so I am sending this note to both of you. I am the owner of the house located at 256 Stevens Ave. N.W., which is immediately adjacent to the subject proposed development, and I have listed some concerns below. You may have already heard from one or two of my neighbors. • I am very concerned about the way the area now looks. The land has been totally cleared of all trees, and it looks like a horrible, messy scar on the hillside next to me. All trees were cut, but they haven't been cleared away. They are stacked in two gigantic piles on the property. As soon as the trees were cut, all small animals and birds departed, and I feel badly that they are now gone, as we don't have much "green-belt" area, and no parks on this side of the hill. In addition, I have noticed that people have begun to dump garbage in that area. • Stevens Ave. N.W. has been permanently vacated by the city, so a road will not be built by my house for access to the new development, but when the land owners came in to clear the lot, they actually DID cut a road through at the end of Stevens Ave. N.W. for their access to the property. Even though signs at the beginning of Stevens Avenue say "no outlet", and "dead end", it APPEARS to be a through road, and I have actually seen small cars use this as a street and drive around on the vacant lot. This is TERRIBLE. Can anything be done to make sure that it remains a dead-end street and discourage traffic? • In addition, when the developers cut the road through to their property, they destroyed the City of Renton's chain link fence that separated my property from their property under the powerline easement, and they left it all tangled and askew, with the metal fenceposts pointing dangerously in all directions. Isn't this destruction of city property? It makes my property look really junky. Can this fence be fixed? • Another concern surrounds what appears to be inadequate drainage. On the hill behind my house (the west side of Stevens Ave. N.W.) there are several wooded, undeveloped lots. On that hill are small springs which continually seep, leaving standing water on my driveway year-round, as well as on the other neighbors driveways. When the land was cleared, someone installed some sort of drain, but it is always clogged up and is inadequate to carry-off the hillside and ground water. This standing water is not good, and I have to run a de- humidifier in my basement year-round to control the dampness. • Another problem not directly related to the new development is the fact that City of Renton does not appear to know that Stevens is a city street clear down to my house. Therefore, the blackberry bushes and shrubs are pruned all the way up the road to the neighbor's house, and it stops there. I never receive any tree trimming services or road improvements. I appreciate your support and understanding in addressing these issues. Up until now, this has been a quiet, undisturbed community that few people even know exists. I love it here, but not the way it looks now. Thank you 77uch. /6,7/6 44-71 n rY 9 256 Stevens Ave. N.W. Renton, WA 98055 Work: 425-865-3507 Home: 425-277-8163 Page 1 0 S • • • • • rt + + NOTICE OF APPLICATION AND PROPOSED DETERMINATION OF NON SIGNIFICANCE - MITIGATED (DNS-M) DATE: March 09,1999 LAND USE NUMBER: LUA-98-173,SHPL-H,ECF , APPLICATION NAME: CITY VIEW SHORT PLAT PROJECT DESCRIPTION: The applicant,Gerald Rieker, proposes to subdivide a 1.76 acre property into 9 lots for eventual development of detached single family residential homes. New lots would range in size from 5,320 sq.ft.to 13,334 sq.ft. Access would be via a new street ending in a cul-de-sac. Project requires environmental review for steep slopes and short plat approval by the Hearing Examiner. PROJECT LOCATION: Lind Avenue NW and NW 2nd Place OPTIONAL DETERMINATION OF NON-SIGNIFICANCE-MITIGATED(DNS-M): As the Lead Agency,the City of Renton has determined that significant environmental impacts are unlikely to result from the proposed project. Therefore,as permitted under the RCW 43.21C.110,the City of Renton is using the Optional DNS(M)process to give • notice that a DNS-M Is likely to be Issued. Comment periods for the project and the proposed DNS-M are integrated into a single comment period. There will be no comment period following the issuance of the Threshold Determination of Non-Significance Mitigated(DNS-M). A 14 day appeal period will follow the issuance of the DNS-M. • PERMIT APPLICATION DATE: November 25, 1998 NOTICE OF COMPLETE APPLICATION: March 08,1999 APPLICANT: Mr.Tom Touma,Touma Engineers,6632 South 191st Place, Suite E-102,Kent,WA 98032,phone(425)251-0665. OWNER: Mr.Gerald Rieker,11017-101st Place NE,Kirkland,WA 98033, phone(206)300-9511 Permits/Review Requested: Environmental Review(SEPA),Short Plat Approval • • Other Permits which may be required: Construction Permits,Building Permits Requested Studies: Geotechnicai Report,Storm Drainage Report P g p rt 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 is tentatively scheduled for Tuesday,April 27, 1999 before the Renton Hearing Examiner in Renton Council Chambers. Hearings begin at 9:00 ' AM on-the 7th floor of the new Renton City Hall located at 1055 Grady Way South. CONSISTENCY OVERVIEW: Analytical process Project consistency refers to whether a project is consistent with adopted and applicable development regulations,or it tneir absence,comprehensive plan policies. RCW 38.70B.110(2)(g)provides that the Notice of Application (NOA) include a statement of the preliminary determination of a project's consistency with the type of land use, level of Development,infrastructure,and character of development if one has been made at the time of notice. At a minim:::. every NOA shall include a determination of the project's consistency with the zoning, comprehensive plan and Development regulations. Land Use/Zoning: The subject site is zoned Residential-B DwellingUnits perAcre - (R 8). The proposed subdivision of land is consistent with development standards of the R- 8 Zone that address minimum lot size,width,depth,and density. a GENMALOT.DOC • Density: The applicant has estimated the density 5.7 dwelling units per net acre;however it is not clear whether all sensitive areas have been deducted from the site in calculating the density. Some steep slope areas may have to be subtracted from the overall lot area. The R-8 Zone permits a density range of 5.0 (minimum)to 8.0(maximum)dwelling units per net acre. Environmental Documents that Evaluate the Proposed Project: None. Development Regulations Used For Project Mitigation: The proposal will be subject to the City's Environmental Ordinance,Zoning Code,Subdivision Ordinance,Public Works Standard's,etc. These adopted codes and standards will function to mitigate project impacts. Proposed Mitigation Measures: 1. Traffic Mitigation Fee: $75.00 per each new average weekday trip attributed to the proposal. Detached single family residences generate approximately 9.55 new average weekday trips per unit. 2. Fire Mitigation Fee—$488.00 per each new single family residence. 3. Parks Mitigation Fee—$530.76 per each new single family residence. 4. Geology/Soils- Applicant will follow recommendations of the geotechnical report with regard to clearing and grading activities,and construction of building foundations on the site. 5. Erosion-Applicant shall follow recommendations of the Plan Review Section of the Development Services Division with regard to control of erosion and sediment on the site during and following construction. 6. Emergency Access-Applicant shall improve surrounding streets to provide emergency access that is acceptable to the Fire Department. 7. Stormwater-Applicant shall follow recommendations of the Plan Review Section and Stormwater Utility for detention,release and water quality of stormwater on and leaving the site. Comments on the above application must be submitted in writing to Ms.Jennifer Toth Henning,Project Manager, Development Services Division,1055 South Grady Way,Renton,WA 98055,by 5:00 PM on March 22, 1999. This matter is also scheduled for a public hearing on April 27,1999,at 9:00 AM,Council Chambers,Seventh Floor,Renton City Hall,1055 South Grady Way,Renton. If you are interested in attending the hearing,please contact the Development Services Division,(425)430-7282,to ensure that the hearing has not been rescheduled. If comments cannot be submitted in writing by the date indicated above,you may still appear at the hearing and present your comments on the proposal before the Hearing Examiner. If you have questions about this proposal,or wish to be made a party of record and receive additional information by mail,contact Ms.Henning at(425)430-7286. Anyone who submits written comments will automatically become a party of record and will be notified of any decision on this project. CONTACT PERSON: MS.JENNIFER TOTH HENNING (425)430-7286 PLEASE INCLUDE THE PROJECT NUMBER WHEN iCALLING FOR �{PROPER FILE IDENTIFICATION, k.i zos85 'VA I^ )?,J4 .'~'ir i.jJ ''pC•-i,—i'� J=I .. V.Il. �. ! • �-3 RD::.,7'0/ 6 .. 1 „/>:,,,._. 7. 1.tiv „, , s ie:7o � 22 z > - lig LiJ Q Ja *° sus 7 I^20�Q `y� x 2 � J r r1 15 °N.W. 2ND = -F Per c ;i. .f IT .9 ,76 0 _) 4 �' ;_. b_. -r-_; z; - -, -\ _ i ON\/ AIR ` C� f ",..L. Q f` \ S. -- -J E• 11132 N D .. — —5 T " i� N.W. 2N3 o ST.. .-, _ 7 VDEE McGANN 304 N.W. 2ND ST. RENTON,WA. 98055 OPMENT PLANNING RE:LUA-98-173,SHPL-H,ECF CITY OFRENTON CITY VIEW SHORT PLAT DEVELOPMENT MAR 2 5 1999 RECEIVED TO:Ms. Jennifer Toth Henning, I know that you and just about everyone who works for the City of Renton, is well aware of the problems we have experi- enced since the Riekers invaded our nieghborhood,almost a year ago to date.The Riekers already knew what they could get away with,in this city helbent to become part of the "eastside".They broke every? n the book,and the city is as responsible as the Rieckers for all that we have had to deal with up here this last year. In the early ninties the previous land owner-developer,did not have to strip the trees and all other vegetation,regrade the land,and fill in the retention ponds that were created by another developer in 1981 , in order to find out that this fragile spring ridden slope was not worth the investment. The Riekers were issued a permit to demolish the existing foundations, in February 1998.The foundations are still there, merely buried under the dirt,waiting to be demolished for real as soon as the city gives the Riekers what they want,and this brain rattling process will take place on the weekends, from first light until dark,just as all thier dirty work has taken place to date.The weekend only,heavy equipment work suits them well,being as the city isn' t around to "bother them:'Does the City of Renton still intend to let our nieghborhood go to hell on the weekends in order to cater to the Riekers? The handful of residents here on N.W. 2ND ST.-S. 132ND ST. have lived here for many decades.The addition of nine new homes,along with the two currently being built,will more then double the size of our existing nieghborhood of nine homes .Those of us up here have experienced many decades of being snowed out of our homes for sometimes as long as two weeks after a heavy snow.Leaving us with no "emergency services'no garbage pickup or package delivery,and power outages lasting as long as a week,because our nieghborhood isn' t a priority.Yet the City of Renton is con- sidering the building of nine homes that will be at the highest point of this hillside,with the promise of emergency services ! Is this fair?Is the City of R enton going to guaranty those of us living down river from this development, that no furthur prop- erty damage will occur to us?As a city resident, I have been un- to even get a return phone cal after several attempts, from our so called animal control,and the city wants to add eleven more homes to this nieghborhood!We have no sidewalks,no sewer,no storm drainage or streetlights,and if this development is allowed nothing will change for us. Can someone explain to me,why those of us on the excrement side of this development should be happy about any of this? Could it be that my property taxes,which have already tripled in the last ten years,will increase even more, so that I can feel good about paying for the improvements to N.W 2ND PL.and the add- ition of eleven upscale new view homes to my nieghborhood? It ' s a sad thing to see that the city is so afraid of the Riekers running away because of the city' s previous shortcomings. I know for a fact thru a recent conversation with Jeff Rieker, that they are counting on this to get thier way.They currently seem to be in charge of developmental services.If the city was to take a poll of those of us in this nieghborhood,as to whether we prefer to see the Riekers run,or continue to hold the city, and this nieghborhood hostage,we would happily buy them new tennis shoes! The threat to my home and property during record rainfall, whith that record being constantly broken every few years, is no joke to me.Up until now the city,and certainly the Riekers, have given no consideration to this.To add nine homes and the asphalt it will bring,on this steep slope is a recipe for trou- ble.Not to mention the increase in animal control problems,noise, and crime.What ever the City of Renton decides to do,one thing is for sure.THIS TIME WE'LL ALL BE WATCHING! Thank you for your time. Sincerely CITY OF RENTON ;IL Planning/Building/Public Works Department Greggimmerman P.E. Jesse Tanner,Mayor gg ,Administrator March 25, 1999 Mr. Gerald Rieker 11017 101st Place NE Kirkland,WA 98033 SUBJECT: CITY VIEW SHORT PLAT(FILE NO. LUA-98-173, SHPL-H, ECF) Dear Mr. Rieker: This letter serves as notification that the City of Renton-has determined that additional information is needed in order to continue processing your application for the City View Short Plat. Staff have completed a preliminary review and have provided comments. There are several issue areas that have been identified, and additional information is needed before we can present the project to the Environmental Review Committee. Specifically,the following information is needed: Slope Survey Data. It appears that from inspecting the site, reviewing the submitted contour map, and examining the City's map of slopes greater than 40%, that much of the subject property is in excess of 40%slope. This area of excess slopes includes much of the easterly,upper portion of the site (most of proposed Lots 2, 3, 4, 5, and 6), as well as the southeast corner of the site (portions of Lots 8 and 9). Additional information must be provided for City review regarding the existing site slopes. We are requesting that you provide us with the survey data used for the land use application submittal, so that our Technical Services group can verify the slope information. A third-party review/verification may also be required after our review of the specific survey data information. Note: All new slopes proposed within the short plat must be less than 40%, including the new slopes east of the new cul-de-sac. Also, creation of a 2:1 slope is too steep for permitted development within the City of Renton. Geotechnical Report. A letter from Hart Crowser dated January 26, 1999 was submitted with the project application. Subsequently, a letter from Hart Crowser dated November 15, 1990, was submitted via facsimile. These letters refer to a previously proposed development project and a geotechnical report prepared in 1978. The geotechnical data presented to date does not provide sufficient information with which to evaluate the subject proposal. A complete geotechnical report that addresses the impacts of the specific City View proposal for the development of single family homes on the identified parcels must be submitted for review. The new geotechnical report must be submitted prior to review by the City's Environmental Review Committee. Emergency Access. Both Fire Prevention Bureau and Plan Review Section have identified that proposed site access from NW 2nd Place and Lind Avenue NW is substandard for emergency access. NW 2nd Place is currently paved to only 10-to 12-feet in width, and has a slope in excess H:\DI VISION.SIDE VELOP.SER\DE V&PLAN.INGWROJECTS\98-173.TTH\HLDLTR.DOC 200 Mill Avenue South - Renton. Washington 98055 Page 2 March 25, 1999 o - of 20/o. The City's minimum emergency access standards require a minimum width of 20 feet g Y q paved,with slopes no greater than 15%. Lind Avenue NW is relatively flat,but is paved to only 8- to 10-feet in width. The streets as developed are not sufficient to allow for the creation of additional building lots. Staff will recommend that any further subdivision of the plat be conditioned to have primary access from Lind Avenue NW, since NW 2nd Place is too steep to meet City minimum standards. The new street within the short plat must be lined up with Lind Avenue NW. The pavement width along NW Lind Avenue must be widened to a minimum 20 feet in width for a minimum of 500 feet north of the site. You may wish to revise the short plat plans at this time to incorporate the required street improvements. City Code also requires that the frontage improvements along South 132nd Street (NW 2nd Street) be accomplished unless deferred or waived by the Board of Public Works. An application is enclosed should you wish to apply for a waiver/deferral from the Board. Also, you should be aware that any future homes on the new parcels within the short plat must have approved fire sprinkler systems installed. Variance. If you intend to disturb vegetation on any slopes in excess of 40%, you will need to apply for a variance from the City's Land Clearing and Tree Cutting Ordinance. Any requested variances will require an additional review fee of$250.00 and a written justification to support the variance. Environmental Checklist. The Environmental Checklist should be revised to correctly characterize site slopes. Specifically, Items B.1.b on page 2 of 12 should be amended and B.8.H on page 8 of 12 appears to be incomplete. Effective as of the date of this letter, the City View Short Plat is "On-Hold". The date of the Environmental Review Committee meeting and the date of the Public Hearing with the City's Hearing Examiner will need to be re-scheduled upon receipt of the additional materials. Should you have any questions regarding this correspondence, please feel free to contact me at (425) 430-7286. Sincerely, ( 'fifes T Henning Project Manager cc: Tom Touma enc • APPLICATION FOR CITY OF RENTON BOARD OF PUBLIC WORKS 200 Mill Avenue South, Renton,WA 98055 (425) 235-2569 OWNER Telephone • ADDRESS OF PROPERTY: Zip Code LEGAL DESCRIPTION OF PROPERTY include King County Assessors #: (attach separate sheet of paper if ner'esiry) NAME OF PROJECT: APPLICANT: Telephone • BUSINESS ADDRESS:: Zip Code Telephone Attach a separate letter stating in detail: • 1. The request 2. Applicable City Code • 3. Items and quantities involved 4. Justification for request 5. Time allotment required for request. Attach a 1"= 100' drawing of your site and mail the completed application and map to: CITY OF RENTON Board of Public Works Arneta Henninger, Coordinator 200 Mill Ave. S Renton, WA 98055 You will be contacted if application is incomplete or if additional information is required. COMPLETED applications received by 5:00 Monday will be placed on the agenda approximately 2 weeks from that date. Applicant's Signature [Office Use Only] _ DATE OF FILING: DATE OF HEARING: DEFERRAL ( ) New ( ) Extension VARIANCE ( ) New ( ) Extension Of site ( ) UNDERGROUNDIIvG ( ) DRIVEWAY Onsite ( ) SLOPE GRADES ( ) NOISE EXCESS R/W ( ) H.\'iLE.SvS'FR..\r.StBPw10020.DOC FORM S 1/0020 10.97 PROPERTY SERVICES FEE REVIEW FOR SUBDIVISIONS No. 99 - 'I4- • APPLICANT: -1=1 l=1-�l=R , cRALtD ; ` 1 RECEIVED FROM (date) JOB ADDRESS: Li Lib ,+S.VE.Liw 1..1W 2l.tb.-pJ..cSGI= WO#NATURE OF WORK: q 7A4�2� PRELIMINARY REVIEW OF SUBDIVISION Y LONG LArr PL PLAT, NEED NEED MOREFORMATION 0 LE AL DESCRIPTION SHORT PLAT,BINDING SITE PLAN,ETC. 0 PH)#'s 0 VICINITY MAP ❑ FINAL REVIEW OF SUBDIVISION,THIS REVIEW REPLACES 0 SQUARE FOOTAGE ❑ OTHER PRELIMINARY FEE REVIEW DATED 0 FRONT FOOTAGE ❑ SUBJECT PROPERTY PARENT PID# 4.Q�44o-pfp NEW KING CO.TAX ACCT.#(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. ♦ 4 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. XWe 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 -O- Latecomer Agreement(pvt)OTHER -O- Special Assessment District/WATER /p- Special Assessment District/WASTEWATER /-o- Joint Use Agreement(METRO) -p- Local Improvement District * - - Traffic Benefit Zones $75.00 PER TRIP,CALCULATED BY TRANSPORTATION -p- FUTURE OBLIGATIONS -o - SYSTEM DEVELOPMENT CHARGE-WATER 0 Estimated #OF UNITS/ SDC FEE ❑Pd Prey. 0 Partially Pd(Ltd Exemption) ® Never Pd SQ.FTG. Single family residential$850/unit x Cj $ 7,ate' ,Qo Mobile home dwelling unit$680/unit in park Apartment, Condo$510/unit not in CD or COR zones x Commercial/Industrial, $0.113/sq.ft.of property(not less than$850.00)x Boeing,by Special Agreement/Footprint of Bldg plus 15 ft perimeter(2,800 GPM threshold) SYSTEM DEVELOPMENT CHARGE-WASTEWATER 0 Estimated ❑Pd Prey. 0 Partially Pd(Ltd Exemption) I$ Never Pd Single family residential$585/unit x y $ Mobile home dwelling unit$468/unit x Apartment, Condo$350/unit not in CD or COR zones x Commercial/Industrial$0.078/sq.ft. of property x(not less than$585.00) SYSTEM DEVELOPMENT CHARGE-SURFACEWATER 0 Estimated 0 Pd Prey. 0 Partially Pd(Ltd Exemption) 51 Never Pd Single family residential and mobile home dwelling unit$385/unit x q $ 5,4G5,Qp All other properties$0.129sq ft of new impervious area of property x (not less than$385.00) p PRELIMINARY TOTAL $ I ro t 380.o0 t_�lili-»/z> Q . c�t f..n� 3�2/9c < Signatur@'bf Rev wing Authority D TE M to to ❑ *If subject property is within an LID,it is developers responsibility to check with the Finance Dept.for paid/un-paid status. ❑ Square footage figures are taken from the King County Assessor's map and are subject to change. 0 ❑ Current City SDC fee charges apply to n 4 w c:/template/feeappl/tgb EFFECTIVE July 16,1995/Ord.Nos.4506,4507,4508,4525,and 4526 8 0 o • CITY OF RENTON PLANNINGBUILDING/PUBLIC WORKS MEMORANDUM DATE: March 26, 1999 TO: Jennifer Toth Henning FROM: Sonja J. Fesser % SUBJECT: City View Short Plat, LUA-98-173-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; The dedication of property to the City of Renton for streets requires approval by the City Council and is handled through the dedication process via the Dedication Deed document. If the dedication document is to be recorded with the short plat,the dedication process needs to be timed in such a way that Council approval and all other matters pertaining to the dedication have been taken care of and said document is ready to record. The City of Renton Deed of Dedication document includes both a legal description exhibit and a map exhibit. The legal description exhibit should be prepared, stamped, dated and signed by the applicant's surveyor. The surveyor should also prepare the map exhibit. The dedication process requires an updated Plat Certificate dated within 45 days of Council approval of said dedication. Talk to the Project Manager if you have questions. The easterly boundary line of the short plat as shown is not correct. The lot line adjustment(LUA- 99-020-LLA), when recorded,revises this easterly line as it pertains to the proposed street. Revise all drawings to reflect the lot line adjustment configuration. See the attachment for suggested changes to the legal description. The legal description, as currently written, is ambiguous regarding the correct"northwest corner"to start from when describing that portion of Lot 59 and adjoining vacated Lind Ave NW that is included in said short plat. Sheet 2 of 3 contains a comment about a portion of the proposed street to be an"AREA TO BE DEDICATED FROM ADJACENT PROPERTY OWNER." This statement is incorrect and not needed because of the aforementioned lot line adjustment. This property is not located in either of the two zones included in Renton's Aquifer Protection Area. Therefore,the Aquifer Protection Notice should be removed from Sheet 2 of 3. Note existing easements of record on the drawing. \\TS SERVER\SYS2\COMMON\H:\FILE.SYS\LND\20\0244\RV990318.DOC March 18, 1999 Page 2 The following comments apply to the final short plat submittal: Note the City of Renton land use action number (LUA-98-173-SHPL) and the city's land record number(LND-20-0244)on the drawing. The geometry around the proposed short plat perimeter does not close. Provide lot closure calculations. Sheets 2 and 3 of 3, as currently shown, do not need to be included in the final submittal. Provide the appropriate approval and acknowledgement blocks for those who need to sign the short plat document. Addresses will be provided by the city as soon as possible. Said addresses need to be added to the drawing. Indicate what is to be set at the new corners of the proposed lots. There is no cross-reference between the legend and the drawing. To whom is the construction and slope easement and the 17.5' (and 35')utility easement granted? Are these new easements? Are they required by the city? Note the following paragraphs in this review. Note that(there are restrictive covenants, easements or agreements to others as part of this subdivision, they can be recorded concurrently with the short plat. The short plat drawing and the associated document(s) are to be given to the Project Manager as a package. The short plat shall have the first recording number. The recording number(s) for the associated document(s)will be referenced on the short plat drawing in the appropriate locations. jiLnew easements are shown for the benefit of future owners of the proposed lots, then include the following statement,juxtaposed to the subject easement(s): "Area for private easement for(water, sewer stub, access,etc.)." Since the new lots created via this short plat are under common ownership at the time of recording, there can be no easements until such time as ownership of the lots are conveyed to others,together with and/or subject to specific easement rights. Also, add the following Declaration of Covenant language on the face of the drawing, if the previous paragraph applies. DECLARATION?JF COVENANT: The owner of the land embraced within this short plat, in return for the benefit to accrue from this subdivision, by signing hereon covenants and agrees to convey the beneficial interest in the new easements shown on this short plat to any and all future purchasers of the lots, or of any subdivisions thereof This covenant shall run with the land as shown on this short plat. March 18, 1999 Page 3 Comments for the Project Manager: Note that there is a street dedication associated with this short plat proposal that needs to be approved bythe CityCouncil at the appropriate time in the shortplat process. Fee Review Sheet: I The Fee Review Sheet for the preliminary short plat review is provided for your use and information. —" - .Q A1T2.c-4 AI r--r_ - o S6� 'S7'36"E' o 35' U77L 1 CURVEIABLE =ASM'T —'I RADIUS DELTA CURVE LENGTH TAN 03 55,00' 20,47 10.35' 21'19'25' C9 25,00' 32,63 19,11' 74°46'58' C10 75,00' 52,79 27,54' 40'19'48' Cl 25,00' 38,95 24,68' 89°15'50' C2 55.00' 29,71 15,23' 30°56'57' C4 55,00' 46,80 24,92' 48'44'57' . ESM'T C5 55,00' 34.53 17,86' 35'58'20' — — — 1 C6 55.00' 20,47 10,35' 21'19'25' C7 55,00' 42,98 22.65' 44.46'12' C8 55,00' 50.86 27,41' S2'S8'S9' LEGAL DESCRIPTION LOT 58 OF N.H. LA TIMER'S LAKE WASHINGTON PLAT ACCORDING TO 1 THE PLAT THEREOF, RECORDED IN VOLUME 6 OF PLATS, PAGE(S) 70, IN KING COUNTY, WASHINGTON; TOGETHER WITH VACATED SOUTH HALF OF 131ST STREET ADJOINING ON THE NORTH, VACATED EAST HALF OF STEVENS AVENUE ADJOINING ON THE WEST, AND VACATED WEST HALF OF LIND AVENUE ADJOINING THE EAST, AND TOGETHER WITH THAT PORTION OF THE WEST HALF OF LOT 59 OF N.H. LA TIMER'S LAKE WASHINGTON PLAT ACCORDING TO THE PLA T THEREOF, RECORDED IN VOLUME 6 OF PLATS, PA GELS�70 IN KING COUNTY, WASHINGTO G,- VACATED W'TH a.u:-�+ ' -• 7'cr LIND AVENUE ADJOINING THE WEST, DESCRIBED AS FOLLOWS:ALF OFF BEGINNING AT A POINT ON THE NORTH LINE OF SAID LOT 9 A DISTANCE OF 49.67 FEET FROM THE NORTHWEST CORNER 7- RED F, u� - THENCE SOUTHWESTERLY ALONG A CURVE TO THE LEFT WITH A s cl oF . o RADIUS OF 25.00.FEET, AN ARC LENGTH OF 39.27 FEET, AND A CENTRAL ANGLE OF 90 00'00" TO A POINT ON A REVERSE CURVE TO THE RIGHT, THENCE CONT7NUING SOUTHWESTERLY ALONG A CURVE TO THE RIGHT WITH A RADIUS OF 75.00 FEET, AN ARC LENGTH OF 64.04 FEET,. AND A CENTRAL ANGLE OF 48 55'33" TO THE CENTER LINE OF SAID VACATED LIND AVENUE NW, THENCE SOUTH 0146'34" WEST YOR A DISTANCE OF 13.46 FEET; THENCE SOUTH 88'57'36" EAST A DISTANCE OF 90.00 FEET; THENCE SOUTH 01'46'34" WEST E-102 A DISTANCE OF 80.20 FEET; THENCE NORTH 89 06'17" WEST A DISTANCE OF 90.00 FEET; THENCE NORTH 0146'34" EAST A DISTANCE OF 175.43 FEET TO THE SOUTH MARGIN OF NW 2ND PLACE; THENCE SOUTH 88 57'36" EAST A DISTANCE OF 49.67 FEET TO THE _R TRUE POINT OF BEGINNING. C. (ALSO KNOWN AS NEW PARCEL A OF CITY OF RENTON LOT LINE ADJUSTMENT NO. LUA__ RECOf 7u-i ITER RECORDING NO. ) "' FEB 1i : CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS DEPARTMENT MEMORANDUM DATE: MARCH 15, 1999 TO: JENNIFER HENNING FROM: NEIL WATTS X /E !v kl SUBJECT: CITY VIEW SHORT PLAT PRELIMINARY PLAT REVIEW I have reviewed the project submittal for the above listed project, and have the following comments at this time: STEEP SLOPES • It appears from inspecting the site, reviewing the submitted contour map, and from the City's mapping of slopes greater than 40%, that much of this site is in excess of 40% slope. This area of excess slopes includes much of the easterly, upper portion of the site (most of proposed Lots 2, 3, 4, 5 and 6), as well as the southeast corner of the site (portions of Lots 8 and 9). Additional information must be provided for City review on this problem. We are requesting submittal of the survey data used for this submittal for verification of slopes by our Technical Services group. A third party verification may also be required after review of the specific survey data information. • The new slopes proposed for the short plat must also be less than 40%, including the new slopes east of the new cul-de-sac. Please note that creation of a 2:1 slope is too steep for permitting development within the City of Renton. • A complete geotechnical report addressing the impacts of this proposed short plat, and the development of single family houses on the identified parcels must be submitted for review for this short plat, prior to submittal to the Hearing Examiner for public hearing EMERGENCY ACCESS • This site is currently accessed from the north via NW 2nd Place and Lind Av. NW. Both of these streets are significantly substandard in design for emergency access. NW 2nd Place is paved to only 10 to 12 feet in width, and has a slope in excess of 20%. Minimum emergency access standards are for 20 feet of pavement width, and slopes no steeper than 16%. Lind Av. NW is relatively flat, but is paved to only 8 to 10 feet in width. These streets as developed are not sufficient to allow for the creation of additional building lots. We therefore recommend the following conditions for approval of any further subdivision of this parcel: MARCH 15, 1999 PAGE 2 1. The primary access must be from Lind Av. NW, since NW 2nd Place is too steep to meet City minimum standards. The new street within the short plat must be lined up with Lind Av. NW. The pavement width along NW Lind Av. must be widened to a minimum 20 feet in width for a minimum of 500 feet north of the site. 2. Any future houses on the new parcels within this short plat must have approved sprinkler systems installed. SEWER • There is an existing 8" sewer main in NW 2nd Place adjacent to the north side of the proposed short plat. The new parcel can be served by extending an 8" sewer main from the cul-de-sac of the short plat to this existing main. • Separate side sewers will be required for each parcel (no dual side sewers). The minimum slope for the side sewers shall be 2%. • Sewer System Development Charges of$585 per new single family parcel will be required for this plat. This fee must be paid prior to issuance of the construction permit for the preliminary short plat. WATER • The existing water main system in NW 2nd St/S. 132nd St south of the site is in the West Hill 270 Pressure Zone, which is too low of pressure for this site. The site must be served from the West Hill 450 Pressure Zone north of the site. The existing water mains in NW 2nd Place are not adequate for this proposal, as they are significantly undersized (1" and 2" lines). An 8" water main extension along NW Lind Av. NW north of the site will be required into the short plat, and along the frontage of the short plat with NW 2nd Place. 4 • Fire hydrants will be required to current City standards within 300 feet of all proposed building sites for the new parcels. • Water System Development Charges of$850 per new single family parcel will be required for this plat. This fee must be paid prior to issuance of the construction permit for the preliminary short plat. DRAINAGE • A conceptual drainage plan and drainage report has been submitted with the site plan application for this project. The conceptual drainage plan is-too includesdetention for the fully built out short plat, including future houses, driveways and roadway improvements. A permanent collection swale must also be constructed along the lower rear portions of proposed lots 8 and 9 to collect runoff from the new yards, preventing additional flow onto the adjacent lower properties. The runoff from the new houses must be tightlined into the storm drainage system constructed for the preliminary short plat. • MARCH 15, 1999 PAGE 3 • Additionally, a piped conveyance system must be constructed for this short plat to direct the runoff from above the site to the drainage system in Taylor Av. NW. • Surface Water System Development Charges of $385 per new single family parcel will be required for this plat. This fee must be paid prior to issuance of the construction permit for the preliminary short plat. EROSION CONTROL MEASURES • Due to the steep nature of this site, and our concerns for possible erosion and sedimentation problems from further construction activities on the site, we recommend the following conditions for this short plat (for both preliminary plat development and future building permits for the individual lots): 1. The applicant shall install a silt fence along the downslope perimeter of the area that is to be disturbed. The silt fence shall be in place before clearing and grading is initiated, and shall be constructed in conformance with the specifications presented in Section D.4.3.1 of the King County Surface Water Design Manual, Appendix D. This will be required during the construction of both off-site and on-site improvements as well as building construction. 2. Shallow drainage swales shall be constructed to intercept surface water flow and route the flow away from the construction area to a stabilized discharge point. Vegetation growth shall be established in the ditch by seeding or placing sod. Depending on site grades, it may be necessary to line the ditch with rock to protect the ditch from erosion and to reduce flow rates. The design and construction or drainage swales shall conform to the specifications presented in Section 4.4.1 of the SWDM. Temporary pipe systems can also be used to convey stormwater across the site. This will be required during the construction of both off-site and on-site improvements as well as building construction. 3. The project contractor shall perform daily review and maintenance of all erosion and sedimentation control measures at the site during the construction of both off-site and on-site improvements as well as building construction. 4. Weekly reports on the status and condition of the erosion control plan with any recommendations of change or revision to maintenance schedules or installation shall be submitted by the project Engineer or record to the public works inspector for the preliminary short plat construction. Certification of the installation, maintenance and proper removal of the erosion control facilities shall be required prior to recording of the short plat. STREET IMPROVEMENTS • Lind Av. NW will need to be widened to a minimum of 20 feet in paved width for a minimum of 500 feet north of the project site (see Emergency Access comments). MARCH 15, 1999 PAGE 4 • City Code also requires frontage improvements along S 132nd St. (NW 2nd St.), unless these street improvements are deferred or waived by the Board of Public Works. • The new street interior to the short plat must be developed to City standards, including new pavement, curbs, gutters, sidewalks and street lighting. • All new electrical, phone and cable services to the short plat must be undergrounded. Construction of these franchise utilities must be inspected and approved by a City of Renton public works inspector prior to recording of the short plat. • Traffic mitigation fees of$75 per net new average daily trip ($716.25 per lot) will be required prior to recording of the plat (total of $6446.25). Fire mitigation and Parks mitigation fees must also be paid prior to recording of the plat. GENERAL • All required utility, drainage and street improvements will require separate plan submittals prepared according to City of Renton drafting standards by a registered Civil Engineer. The construction permit application must include a itemized cost estimate for these improvements. The fee for review and inspection of these improvements is 5% of the first $100,000 of the estimated construction costs; 4% of anything over $100,00 but less than $200,000, and 3% of anything over $200,000. Half of this fee must be paid upon application for construction permits (preliminary plat improvements), and the remainder when the construction permit is issued. There may be additional fees for water service related expenses. �.y�Y • • ��= ��••�.�':�<w•«.:��`�+• V^ j �O Y .�lj I fir! � • .. - �` 7T1' PQRTRTt.C�} flOL11F E • in. a3.•r.sY^(t rY.a�lwn.�.wr,,..w�� wr.....-•inW.. ..c...x ..wn....A'w«.ur✓...r+a.rww..�r.. .. Sw.w Project Name C �� t.hreu.) 5Gtwvt P/at Project Address t.tm4 Avc I')IIJ Ivw Z "1P) Contact Person L O tM 1 Du Mc( Address Phone Number 1425 - 2.0 ( - 0665 . Permit Number L-V A - a8 - 173 Project Description Ni'1 lPT s Ltov't P Land Use Type: , Method of Calculation: ,R Residential SITE Trip Generation Manual �.55 (244 /a. ❑ Retail 0 Traffic Study 0 Non-retail 0 Other • Calculation: Qew atail trips - (�{ (q,55 = 8 5. t 5 o�ual t rr s y � > > y P At $75 ta,at -t- • ri� (85. g5) ( t75) V 641-16.25 Transportation Mitigation Fee: Li-14 6. 2.5 Calculated by: !U Y tAX W; Date: 3/1/gR Account Number: Wr075 -013 Date of Payment City of Renton Department of Planning/Building/Public Works ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET REVIEWING DEPARTMENT: rt COMMENTS DUE: MARCH 22, 1999 APPLICATION NO: LUA-98-173,SPHL-H,ECF DATE CIRCULATED: MARCH 08, 1999 APPLICANT: Gerald Rieker PROJECT MANAGER: Jennifer Toth Henning PROJECT TITLE: City View Short Plat WORK ORDER NO: 78462 LOCATION: Lind Avenue NW and NW 2nd Place SITE AREA: 1.76 acres I BUILDING AREA(gross): N/A SUMMARY OF PROPOSAL: The applicant, Gerald Rieker, proposes to subdivide a 1.76 acre property into 9 lots for eventual development of detached single family residential homes. New lots would range in size from 5,320 sq.ft. to 13,334 sq.ft. Access would be via a new street ending in a cul-de-sac. Project requires environmental review for steep slopes and short plat approval by the Hearing Examiner. 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/ HistoddCultural Natural Resources Preservation Airport Environment 10,000 Feet 14,000 Feet 2 , 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 need to properly assess this proposal. ignature of Director or Auth ized Representative Date DEVAPP.DOC Rev.10193 • City of Renton Department of Planning/Building/Public Works ENVIRONMENTAL 8 DEVELOPMENT APPLICATION REVIEW SHEET REVIEWING DEPARTMENT: ( V VUJ±Lh/'\ SetAtilCe COMMENTS DUE: MARCH 22, 1999 APPLICATION NO: LUA-98-173,SPHL-H,ECF DATE CIRCULATED: MARCH 08, 1999 APPLICANT: Gerald Rieker PROJECT MANAGER: Jennifer Toth ' Rcwroht PROJECT TITLE: City View Short Plat WORK ORDER NO: 78462 ^rnr°""' LOCATION: Lind Avenue NW and NW 2nd Place ` 0 9 lq f, SITE AREA: 1.76 acres I BUILDING AREA(gross): N/A �� M4" 1V SUMMARY OF PROPOSAL: The applicant, Gerald Rieker, proposes to subdivide a 1.76 acre property into 9 lots or development of detached single family residential homes. New lots would range in size from 5,320 sq.ft. to 13,334 sq.ft. Access would be via a new street ending in a cul-de-sac. Project requires environmental review for steep slopes and short plat approval by the Hearing Examiner. 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 p 1 V r 14J4 L1' S = M'4-X !.v I P T H 1-0 S 8 /t To ILL / M/fX C7/41-0C /S% — PR'4-I IJc 2 a(.2 3 av $ S 1 TL cal -)TC.) . S OlV SITL PLA ciiVS Tit L) -T3 L) l -sLoPe . 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. . 2` Signature of Director or Authorized Representative Date DEVAPP DOC Rev.10/93 City of Renton Department of Planning/Building/Public Works ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET REVIEWING DEPARTMENT: tO 11L� COMMENTS DUE: MARCH 22, 1999 APPLICATION NO: LUA-98-173,SPHL-H,ECF DATE CIRCULATED: MARCH 08, 1999 APPLICANT: Gerald Rieker PROJECT MANAGER: Jennifer Toth Henning PROJECT TITLE: City View Short Plat WORK ORDER NO: 78462 LOCATION: Lind Avenue NW and NW 2nd Place SITE AREA: 1.76 acres BUILDING AREA(gross): N/A SUMMARY OF PROPOSAL: The applicant, Gerald Rieker, proposes to subdivide a 1.76 acre property into 9 lots for eventual development of detached single family residential homes. New lots would range in size from 5,320 sq.ft. to 13,334 sq.ft. Access would be via a new street ending in a cul-de-sac. Project requires environmental review for steep slopes and short plat approval by the Hearing Examiner. 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 LighVGlare 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 & (2 C49 ?ohcr-e oa,a f s r c c es-hniate t annual LL p -poi cam mad '! e er► n ce_ eri nun such a.S Qheff- of but (LA maferta.ts iwls d.u.rm Cons ,(6--on. 1SeCC&)mend l_ S-►tf b-& -Penced ih o h f 1,t.iocrairy feroN jarir g ion s+akeA on , ands oa I ryiaterials 1- GIs will neeO fo Ix Iocrod i u,j2 whin no+ in uV- - 'e ee00112, 1G1 a S e& li y 0 in oi Cis.(-d e -Sac - B. POLICY-RELATED COMMENTS UAW 1 ►101t1A are Pal If- �luGI u�l I� NASoi to- Co(c -ext-erg ok(-A t1QM - bo 113 i- e hu.Q r Cu dld aress nu nlberS a t Vast (o in MO- - ?faced (Of Q- lignl- ScuIJC • 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 uthor�zed Representative Date P DEVAPP DOC Rev 10/93 • City of R i Department of Planning/Building/Public ,.s ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET REVIEWING DEPARTMENT: Fwe preuudi COMMENTS DUE: MARCH 22, 1999 APPLICATION NO: LUA-98-173,SPHL-H,ECF DATE CIRCULATED: MARCH 08, 1999 APPLICANT: Gerald Rieker PROJECT MANAGER: Jennifer Toth Henning PROJECT TITLE: City View Short Plat WORK ORDER NO: 78462 091,999 LOCATION: Lind Avenue NW and NW 2nd Place SITE AREA: 1.76 acres BUILDING AREA(gross): N/A SUMMARY OF PROPOSAL: The applicant, Gerald Rieker, proposes to subdivide a 1.76 acre property into 9 lots for eventual development of detached single family residential homes. New lots would range in size from 5,320 sq.ft. to 13,334 sq.ft. Access would be via a new street ending in a cul-de-sac. Project requires environmental review for steep slopes and short plat approval by the Hearing Examiner. A. ENVIRONMENTAL IMPACT(e.g. Non-Code) COMMENTS Element of the Probable Probable More Element of the Probable Probable More Environment Minor Major Information Environment Minor Major Information Impacts Impacts Necessary Impacts Impacts Necessary Earth Housing Air Aesthetics Water Light/Glare Plants Recreation Land/Shoreline Use Utilities Animals Transportation Environmental Health Public Services Energy/ Historic/Cultural Natural Resources Preservation Airport Environment 10,000 Feet 14,000 Feet 1.)0 64— „4-aye c B. POLICY-RELATED COMMENTS / C. CODE-RELATED COMMENTS dirkid n, We have reviey'ed this application with particular attention to those areas in which we have expertise and have identified areas of probable impact or areas where additional information is ne d to properly assess this proposal. 2/1 a411/e--) ZA y Signature Director or Authorized Rep sentative Date DEVAPP.DO Rev.10/93 CIR , CITY OF RENTON FIRE PREVENTION BUREAU MEMORANDUM DATE: March 15, 1999 TO: Jennifer Toth Henning, Planner FROM: Jim Gray, Assistant Fire Marshal I SUBJECT: City View Short Plat, 400 Blk. NW d Street Fire Department Comments: 1. A fire hydrant with 1000 GPM fire flow is required within 300 feet of all new single family structures. If the building square footage exceeds 3600 square feet in area, the minimum fire flow increases to 1500 GPM and requires two hydrants within 300 feet of the structure. 2. A fire mitigation fee of $488.00 is required for all new single family structures. 3. Building addresses shall be posted and visible from the public street. 4. All new single family structures will need to be sprinklered since the dead end access exceeds 500 feet in length and the existing access roads do not meet minimum requirements as to grade and width. Please feel free to contact me if you have any questions. 1 City of Renton Department of Planning/Building/Public Works ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET REVIEWING DEPARTMENT: M IRe\leti` - utisd, COMMENTS DUE: MARCH 22, 1999 APPLICATION NO: LUA-98-173,SPHL-H,ECF DATE CIRCULATED: MARCH 08, 1'9dQcQ APPLICANT: Gerald Rieker PROJECT MANAGER: Jennifer Toh Henning- all PROJECT TITLE: City View Short Plat WORK ORDER NO: 78462 /2 ., 9 LOCATION: Lind Avenue NW and NW 2nd Place •� `••��, SITE AREA: 1.76 acres 1 BUILDING AREA(gross): N/A 49/U 111 SUMMARY OF PROPOSAL: The applicant, Gerald Rieker, proposes to subdivide a 1.76 acre property into 9 lots for eventual development of detached single family residential homes. New lots would range in size from 5,320 sq.ft. to 13,334 sq.ft. Access would be via a new street ending in a cul-de-sac. Project requires environmental review for steep slopes and short plat approval by the Hearing Examiner. 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 See >a1ca yil‹.wlo' 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. 3/1-7/dig Signature of Director or Authorized Representative Date DEVAPP.DOC Rev 1J+93 City of Renton Department of Planning/Building/Public Works ENVIRONMENTAL 8 DEVELOPMENT APPLICATION REVIEW SHEET REVIEWING DEPARTMENT: 5wrfoie t�U�F S� W i1 i" COMMENTS DUE: MARCH 22, 1999 APPLICATION NO: LUA-98-173,SPHL-H,ECF DATE CIRCULATED: MARCH 08, 1999 APPLICANT: Gerald Rieker PROJECT MANAGER: Jennifer Totliapt10 PROJECT TITLE: City View Short Plat WORK ORDER NO: 78462 LOCATION: Lind Avenue NW and NW 2nd Place �J9` SITE AREA: 1.76 acres BUILDING AREA(gross): N/A,--.i+ovu SUMMARY OF PROPOSAL: The applicant, Gerald Rieker, proposes to subdivide a 1.76 acre property into 9 lots for eventual development of detached single family residential homes. New lots would range in size from 5,320 sq.ft. to 13,334 sq.ft. Access would be via a new street ending in a cul-de-sac. Project requires environmental review for steep slopes and short plat approval by the Hearing Examiner. 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 5 Dava,& 144tu40. 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 property assess this proposal. kV .04A Signature of Director or Authorized Representative Date DEVAPP DOC Rev City of Renton Department of Planning/Building/Public Works ENVIRONMENTAL 8 DEVELOPMENT APPLICATION REVIEW SHEET REVIEWING DEPARTMENT:1- 1�9 COMMENTS DUE: MARCH 22, 1999 APPLICATION NO: LUA-98-173,SPHL-H,ECF DATE CIRCULATED: MARCH 08, 1999 APPLICANT: Gerald Rieker PROJECT MANAGER: Jennifer Toth 11goin �t TY vF RENTON PROJECT TITLE: City View Short Plat WORK ORDER NO: 78462 LOCATION: Lind Avenue NW and NW 2nd Place MAR CI 9 7999 SITE AREA: 1.76 acres BUILDING AREA(gross): N/A _ri11 t SUMMARY OF PROPOSAL: The applicant, Gerald Rieker, proposes to subdivide a 1.76 acre property in-to 9 lots"for eventual development of detached single family residential homes. New lots would range in size from 5,320 sq.ft. to 13,334 sq.ft. Access would be via a new street ending in a cul-de-sac. Project requires environmental review for steep slopes and short plat approval by the Hearing Examiner. A. ENVIRONMENTAL IMPACT(e.g. Non-Code) COMMENTS Element of the Probable Probable More Element of the Probable Probable More Environment Minor Major Information Environment Minor Major Information Impacts Impacts Necessary Impacts Impacts Necessary Earth Housing Air Aesthetics Water Light/Glare Plants Recreation Land/Shoreline Use Utilities Animals Transportation Environmental Health Public Services Energy/ Historic/Cultural Natural Resources Preservation Airport Environment 10,000 Feet 14,000 Feet B. POLICY-RELATED COMMENTS C. CODE-RELATED COMMENTS S PP ScpgV4lit- N.tewlD 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. Oet,l,' 4121Z Signature of Director or Authorized Representative Date DEVAPP.DOC Rev.10l93 I. City of Renton Department of Planning/Building/Public Works ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET It REVIEWING DEPARTMENT: LCcrrovv c DDeue(L)>At`., COMMENTS DUE: MARCH 22, 1999 APPLICATION NO: LUA-98-173,SPHL-H,ECF DATE CIRCULATED: MARCH 08, 1999 APPLICANT: Gerald Rieker PROJECT MANAGER: Jennifer Toth Henning PROJECT TITLE: City View Short Plat WORK ORDER NO: 78462 LOCATION: Lind Avenue NW and NW 2nd Place SITE AREA: 1.76 acres I BUILDING AREA(gross): N/A SUMMARY OF PROPOSAL: The applicant, Gerald Rieker, proposes to subdivide a 1.76 acre property into 9 lots for eventual development of detached single family residential homes. New lots would range in size from 5,320 sq.ft. to 13,334 sq.ft. Access would be via a new street ending in a cul-de-sac. Project requires environmental review for steep slopes and short plat approval by the Hearing Examiner. 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 informal ienee d to properly assess this proposal. , -=-1 11 /(11 Signature df iredor or Aytf/orized Representative Date DEVAPP DO 0 IIIP ICITY OF RENTON DEVELOPMENT SERVICES DIVISION LIST OF SURROUNDING PROPERTY OWNERS within 300 feet of the subject site PROJECT NAME: City View Short Plat APPLICATION NO: LUA .98 • 113 t ShPI- H 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 Maxine E.Long 220 Seneca Ave NW Renton WA 98055 1823059170 Livia J.Andrews 510 NW 2nd St. Renton WA 98055 1823059176 Jilia McKinney 250 Seneca Ave NW Renton WA 98055 1823059177 G Jackson&K Mahoney 8631 NW 2nd St. Seattle WA 98178 2144800825 Raymond Rosa 8825 NW 2nd St. Seattle WA 98178 2144800876 Wilbur L. Repp 13256 Renton Ave S Seattle WA 98178 2144800880 David S. Stanley 8815 NW 2nd St. Seattle WA 98178 2144800881 David&Cheri Helgeson 8805 NW 2nd St. Seattle WA 98178 2144800885 Edward R.Melcher 8801 NW 2nd St. Seattle WA 98178 2144800891 Dennis&Julie Hamilton 13213 87th PL S Renton WA 98055 2144800894 Mary E.Wheeler 10901 176TH Cir NE Redmond WA 98052 2144800895 Dennis&Julie Hamilton 13213 87th PL S renton WA 98055 2144800896 Dennis&Julie Hamilton 1321 87th PL S Renton WA 98055 2144800900 i Dennis W. Hamilton 13213 87th PL S Renton WA 98055 2144800903 I; Tat thanh K;Yun Yang X 8908 S 122nd St. Seattle WA 98178 4204400055 R R.Jones 8820 7th Ave S Seattle WA 98108 4204400060 F.Abbott 8925 S 121st St. Seattle WA 98178 4204400065 Jeremy R. Bryant 8918 7th Ave S Seattle WA 98108 4204400070 Tom G.Feaster 264 Stevens Ave NW Renton WA 98055 4204400299 William R.Gavin 265 Lind Ave NW Renton WA 98055 4204400301 William R.Gavin 265 Lind Ave NW - Renton WA 98055 4204400302 Tom G. Feaster 264 Stevens Ave NW Renton WA 98055 4204400303 Q Alvin&Annie Hollinquest 260 Stevens Ave NW Renton WA 98055 4204400305 Rodney A.Sletten 255 Lind Ave NW Renton WA 98055 4204400306 Kathryn G.Lang 256 Stevens Ave NW Renton WA 98055 4204400307 �//9.0 R. A.&Carla J.Stetten 255 Lind Ave NW Renton WA 98055 4204400308 ?io D,Sc< Gerold Rieker&Hee Song 11017 101st PL NE Kirkland WA 98033 4204400314 �� i Gerold Rieker&Hee Song 11017 101st PL NE Kirkland WA 98033 4204400316 'A•2,0 `'Mehrdad&Elaine Shirazi 218 NW 2nd St. Renton WA 98055 4204400320 c5 Martin&Sandee Mcgann 304 NW 2nd St. Renton WA 98055 4204400325 % �� 4- '•. Mehrdad&Elaine Shirazi 218 NW 2nd St. Renton WA 98055 4204400334 Mehrdad&Elaine Shirazi 218 NW 2nd Ave Renton WA 98055 4204400336 Ronald&Elizabeth Munson 8648 S 134th St. Seattle WA 98178 4204400339 Donald &Patrcia Gouge 266 Seneca Ave NW Renton WA 98055 9133600075 Robert&Mary Linse 262 Seneca Ave NW Renton WA 98055 9133600080 Tyrone P.Sheffey 258 Seneca Ave NW Renton WA 98055 9133600085 Robert J.Rivily 254 Seneca Ave NW Renton WA 98055 9133600090 Jeanne Murakami 10805 Rainier Ave S Seattle WA 98178 9133600095 1,1 Jeanne Murakami 10805 Rainier Ave S Seattle WA 98178 9133600100 David J.Craft 261 Stevens Ave NW Renton WA 98055 9133600105 Mathew&Lisa Bradrick 267 Stevens Ave NW Renton WA 98055 9133600110 401/ 4111 (Continued) NAME ADDRESS ASSESSOR'S PARCEL NUMBER Applicant Certification I, Mounir Touma , hereby certify that the above list(s) of adjacent property (Print Name) owners and their addresses were obtained from: ❑ City of Renton Technical Services Records El Title Company Records ing County Assessors Records Signed _ `p*-�wt — Date ///ZS--/le (Applicant) NOTARY ATTESTED: Subscribed and sworn before me, a Notary Public, in and for the State of Washin ton, residing at n @n on the �,?S`�'`day of `—y� 0 c). , 19 cig Signed`��A__� �tici MARILYN KAMCHEFF otary Public) COMPAISSION EXPIRES 6/29/99 •""":For':City of Renton<:.Use*':•• CERTIFICATION OF MAILING I, A„1 ;'7iereby certify that notices:of the proposed application were mailed to (City Employee) each listed property owner on ..� .;.' Sign•ed' • • Date �f ` NOTARY ATTEST Subscribed and sworn before me, a Notary Public, in and for the State of Washington residing at,I- o -0 on the ` " " day of a� 19�` Signed� f list prop.doc REV07/ss MARILYN KAMCHEFF 2 COMMISSION EXPIRES 6/29/99 • • • • • V,. �Y •, Density: The applicant has estimated the density 5.7 dwelling units per net acre;however it is not clear whether all sensitive areas have been deducted from the Site In icalculating the density.Some steep slope areas may have 10 be subtracted • from the overall lot area.The R-8 Zone permits a density range of 5.0 (minimum)to 0.0(maximum)dwelling units per net acre. NT� Environmental Documents that NOTICE OF APPLICATION Evaluate the Proposed Project: None. AND PROPOSED DETERMINATION OF Development Regulations • Used For Project Mitigation: The proposal will be subject 10 the City's Environmental Ordinance,Zoning NON SIGNIFICANCE-MITIGATED (DNS-M) Code,Subdivision Ordinance,Public Works Standard's,etc.These adopted codes and standards will function to mitigate project Impacts. Proposed Mitigation Measures: DATE: March 09,1999 Tamil 1,Traffic Mitigation Fee:575.00 per each new average weekday trip attributed to the residencesgenerate aproposal.Detached single Y pproximalely 9.55 new average weekday trips per unit. LAND USE NUMBER: LUA-98.173,SHPL-H,ECF 2.Fire Mitigation Fee-5488.00 per each new single family residence. APPLICATION NAME: CITY VIEW SHORT PLAT 3,Parka Mitigation Fee-$530.76 per each new single family residence. ro en Into 9 4.Geology/Soils-Applicant will follow recommendations of the geolechnical report with regard to clearing and grading PROJECT DESCRIPTION: The applicant.Gerald Ricker,proposes to subdivide a 1.76 acre lots for eventual development of detached single family residential homes. New lots would range In size from 5.320 activities,and construction of building foundations on the site. sq.R,to 13,334 sq.R.Access would be via a new street ending Ina cul-de-sac.Project requires environmental review for 6.Erosion-Applicant shall follow recommendations of the Plan Review Section of the Development Services Division steep slopes and short plat approval by the Hearing Examiner, with regard to control of erosion and sediment on the site during and following construction. PROJECT LOCATION: Lind Avenue NW and NW 2nd Place 6.Emergency Access-Ap plicant shall Improve surrounding streets to provide emergency access that is acceptable to OPTIONAL DETERMINATION OF NON-SIGNIFICANCE-MITIGATED(DNS-M):As the Lead Agency,the City of the Fire Department. Renton has determined that significant environmental Impacts are unlikely to result from the proposed project. T.Stormwater-Applicant shall follow recommendations of the Plan Review Section and Stormwaler Utility for Therefore,as permitted under the RCW 43.21C.110,the City of Renton Is using the Optional DNS(M)process to give detention,release and water quality of stormwater on and leaving the site. notice that a DNS-M Ls likely to be Issued.Comment periods for the project and the proposed DNS-M are integrated Into •single comment period.There volt 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. Comments on the above application must be submitted in writing to Ms.Jennifer Toth Henning,Project Manager, PERMIT APPLICATION DATE: November 25,1998 Development Services Division,1055 South Grady Way.Renton,WA 98055,by 5:00 PM on March 22,1999.This matter Is also scheduled for a public hearing on April 27,1999,at 9:00 AM,Council Chambers,Seventh Floor,Renton NOTICE OF COMPLETE APPLICATION: March 08,1999 City Hat,1055 South Grady Way,Renton.II 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 APPLICANT: Mr. Touma,Touma 6632 South 191st Place, cannot be submitted In writing by the date indicated above,you may still appear at the hearing and present your Suite Tom To Kent,oo s Engineers,gi phone(425)ouch 191. comments on the proposal before the Hearing Examiner.If you have questions about this proposal,or wish to be made ve itional rmation ail,contact Ms.Henning al o sua party of bmits written commentsd and lwill automatically o become by man of record and will be notified of any decision on th 430-7268.Anyone is project. OWNER: Mr.Gerald Ricker,11017.101st Place NE,Kirkland,WA 98033, party phone(206)300-9511 CONTACT PERSON: MS.JENNIFER TOTH HENNING(425)430-7286 Permits/Review Requested: Environmental Review(SOPA),Short Plat Approval I PLEASE INCLUDE THE PROJECT NUMBER WHEN CALLING FOR PROPER FILE IDENTIFICATION I Other Permits which may be required: Construction Permits,Building Permits Requested Studies: GeolecAnical Report,Storm Drainage Report n I0 4 rrrrr -9. •-•r. 0) : •_____a _•. LNw. W}-3 RD„r,T.C'3Ly� Location where application may - ' ""• 5 . 22 :j'r • Q Q ;' "!ad- -- •y1--.,� . q -T be reviewed. Planning/Building/Public Works Division,Development Services Department. a'e 3. t S - I W r.Ld C ,J, 1055 South Grady Way,Renton,WA 98055 p „• , • ' "+� �`a� ' I 2-l < w I.• 5 4J ' PUBLIC HEARING: Public hearing is tentatively scheduled for Tuesday,April 27,1999 before lye I n se _If_ •• e I • Q Renton Hearing Examiner in Renton Council Chambers.Hearings begin al9.00 1" © ®17 O. -- H-`- �; I N AM on the 71h floor of the new Renton City Hall located at 1055 Grady Way J ® ey 20 4J i ��C/(,['itl��(;',�5�u;• '�•] r South. a IB • r,r'..-1 "S "'• 'r. - CONSISTENCYOYERYIEW: 0�` y U 2 eN.W. j p� 1, ,6.,,,_, : 1�- I oevetopmenl.Infrastructure.and character of development i1 one has been made al the time of notice.Al a mmtm,:-. �•,• • :-_ r,r� r ___ `every NOA shall include a determination of the prolect's consistency wttn the zoning,comprehensive plan and a: ,.J''� Development regulations. � '�' J `�rZ PlTOM - Ir.G j 6'1 �••:I ue--��--`--_� ..i�L'Rrv11Ta c S. L f_-. t 32ND Sr y 0 N' , Land Use/Zoning: The subject site is zoned Residential-8 Dwelling Units per Acre(R-8).The ` , o sr proposed subdivision of land is consistent with development standards of the R. \l -f :\�I • 8 Zone that address minimum lot size,width,depth,and density. •na^ •I th 0 © , , I:� ` .gip 'I t ® �c CERTIFICATION I, h ({/►r y �� ereby certify that 3 copies of the above document were posted by s - 3 conspicuous places on or nearby the described property on /rl or /0 I qf Sign:d: 1„ -6-ci, g-e4,07D ATTEST: Subcribed a�nnsworn before me, a Norta Pu. , i : or the State of Washington residing in �o-n � -, , on the day of (� I q g 5 '} a-t,_,(id,,__ 5'YCv)-r-i cAast-z -g MARILYN KAMCHEFF COMMISSION EXPIRES 6/29/99 • • G��Y Or A i 4. NOTICE OF APPLICATION AND PROPOSED DETERMINATION OF NON SIGNIFICANCE - MITIGATED (DNS-M) DATE: March 09,1999 LAND USE NUMBER: LUA-98-173,SHPL-H,ECF • APPLICATION NAME: CITY VIEW SHORT PLAT PROJECT DESCRIPTION: The applicant,Gerald Rieker, proposes to subdivide a 1.76 acre property into 9 lots for eventual development of detached single family residential homes. New lots would range in size from 5,320 sq.ft.to 13,334 sq.ft. Access would be via a new street ending in a cul-de-sac. Project requires environmental review for steep slopes and short plat approval by the Hearing Examiner. PROJECT LOCATION: Lind Avenue NW and NW 2nd Place OPTIONAL DETERMINATION OF NON-SIGNIFICANCE-MITIGATED(DNS-M): As the Lead Agency,the City of Renton has determined that significant environmental impacts are unlikely to result from the proposed project. Therefore,as permitted under the RCW 43.21 C.110,the City of Renton is using the Optional DNS(M)process to give • notice that a DNS-M Is likely to be Issued. Comment periods for the project and the proposed DNS-M are integrated into a single comment period. There will be no comment period following the issuance of the Threshold Determination of Non-Significance Mitigated(DNS-M). A 14 day appeal period will follow the issuance of the DNS-M. PERMIT APPLICATION DATE: November 25,1998 NOTICE OF COMPLETE APPLICATION: March 08, 1999 APPLICANT: Mr.Tom Touma,Touma Engineers,6632 South 191st Place, Suite E-102,Kent,WA 98032,phone(425)251-0665. OWNER: Mr.Gerald Rieker,11017-101st Place NE,Kirkland,WA 98033, phone(206)300-9511 Permits/Review Requested: Environmental Review(SEPA),Short Plat Approval Other Permits which may be required: Construction Permits,Building Permits Requested Studies: Geotechnical Report,Storm Drainage Report Location where application may be reviewed: Planning/Building/Public Works Division, Development Services Department, 1055 South Grady Way,Renton,WA 98055 PUBLIC HEARING: Public hearing is tentatively scheduled for Tuesday,April 27, 1999 before the Renton Hearing Examiner in Renton Council Chambers. Hearings begin at 9:00 AM on the 7th floor of the new Renton City Hall located at 1055 Grady Way South. CONSISTENCY OVERVIEW: Analytical process Project consistency refers to whether a project is consistent with adopted and applicable development regulations,c; their absence,comprehensive plan policies. RCW 36.70B.110(2)(g)provides that the Notice of Application (NOA) ;nciude a statement of the preliminary determination of a project's consistency with the type of land use, level of development,infrastructure, and character of development if one has been made at the time of notice. At a minim every NOA shall include a determination of the project's consistency with the zoning,comprehensive plan and j Development regulations. (f Land Use/Zoning: The subject site is zoned Residential-8 Dwelling Units per Acre(R-8). The proposed subdivision of land is consistent with development standards of the R- 8 Zone that address minimum lot size,width,depth,and density. GENMALOT.DOC 4 Density: The applicant has estimated the density 5.7 dwelling units per net acre;however it is not clear whether all sensitive areas have been deducted from the site in calculating the density. Some steep slope areas may have to be subtracted from the overall lot area. The R-8 Zone permits a density range of 5.0 (minimum)to 8.0(maximum)dwelling units per net acre. Environmental Documents that Evaluate the Proposed Project: None. Development Regulations Used For Project Mitigation: The proposal will be subject to the City's Environmental Ordinance,Zoning Code,Subdivision Ordinance,Public Works Standard's,etc. These adopted • codes and standards will function to mitigate project impacts. Proposed Mitigation Measures: 1. Traffic Mitigation Fee: $75.00 per each new average weekday trip attributed to the proposal. Detached single family residences generate approximately 9.55 new average weekday trips per unit. 2. Fire Mitigation Fee—$488.00 per each new single family residence. 3. Parks Mitigation Fee—$530.76 per each new single family residence. 4. Geology/Soils- Applicant will follow recommendations of the geotechnical report with regard to clearing and grading activities,and construction of building foundations on the site. 5. Erosion-Applicant shall follow recommendations of the Plan Review Section of the Development Services Division with regard to control of erosion and sediment on the site during and following construction. 6. Emergency Access-Applicant shall improve surrounding streets to provide emergency access that is acceptable to the Fire Department. 7. Stormwater-Applicant shall follow recommendations of the Plan Review Section and Stormwater Utility for detention,release and water quality of stormwater on and leaving the site. Comments on the above application must be submitted in writing to Ms.Jennifer Toth Henning,Project Manager, Development Services Division, 1055 South Grady Way,Renton,WA 98055,by 5:00 PM on March 22, 1999. This matter is also scheduled for a public hearing on April 27,1999,at 9:00 AM,Council Chambers,Seventh Floor,Renton City Hall,1055 South Grady Way,Renton. If you are interested in attending the hearing,please contact the Development Services Division,(425)430-7282,to ensure that the hearing has not been rescheduled. If comments cannot be submitted In writing by the date indicated above,you may still appear at the hearing and present your comments on the proposal before the Hearing Examiner. If you have questions about this proposal,or wish to be made a party of record and receive additional information by mail,contact Ms.Henning at(425)430-7286. Anyone who submits written comments will automatically become a party of record and will be notified of any decision on this project. CONTACT PERSON: MS.JENNIFER TOTH HENNING (425)430-7286 PLEASE INCLUDE THE PROJECT NUMBER WHEN CALLING FOR PROPER FILE IDENTIFICATIONp �" : • tos.as I 1.4 ` cJ ; r ao h A1.1J/ r� I-3lI D 'er 'V • z & re ,�c �.r W V YY. o.r. • 6 1:7 , • .r ![:va 5 n: I is � •_w �L..• ^I V21314 I it►6 ,� .,, ,�� I• 22 9 Q -- . Li !It l p Q (�� • , -� se iii-; 8 7 6 ,- 18 7 .;.• IS Z sN.W. 2ND Wry, ,, . ,,, —±— .f. . .A.. — • 7 *.;j •r ., rT .9 q r76�0 ,;,_ .c 73L,SAG �R.NTON • : .--8 L �1!T11 �. JI I ci \ S. L •.�- re. `- u-= u `U Kw. 2ND -. �� 132ND uST. o sr. ,. \ 4; 1\0'i - . ,,• /am '-si...< \ ____ • \ N.-1 1\9<, \ 7 i I .. w nl L\w e _-- ® rl r c-exx )rrpNvwc d- y SIAP SANDEE McGANN CITY OF RENTON 304 NW 2ND ST Aike (� RENTON,WA. 98055 �/ 9:4(..'" /51-u 4TAA, FEB 0 41999 ( 425 ) 228-0428 RECFtVED REFaie 7D /9Pitl/�t/is7X o� TO THE RENTON CITY COUNCIL•CrTY CLFP!' S O`_ALE I am presenting these letters,photographs,and other poss- ibly helpful imformation,on the advice of an attorney,hired to represent our neighborhood,here on the city-county border street of NW2ND ST. -S. 132ND ST. This concerns a possible housing development at the top of our steeply sloped hillside, that has turned our once pleasant neighborhood into a waterlogged nightmare, and a complete eye- sore.Al•ong with this attempt to get city recognition of the serious problems and violations taking place up here, residents of both city and county sides of this street are also currently attempting to bring federal, state,and,or county enviromental- surface water management agencys into this picture.We believe the city of Renton has dropped the"enviromental ball" on this project,and has literally sold this neighborhood "downriver! ! Can someone in city government explain,how in an entire decade of increasing rainfall,and nearly everyday news stories of mudslides and homes, sometimes entire nieghborhoods, sliding off hillsides,allow a developer to completely strip all vegeta- tion from a hillside with grades ranging from 26-100% !This pro- perty also has numerous natural springs,one of them big enough to possibly be classified as a stream.This largest body of moving water runs under ground,and exits above ground at the steepest western part of the property. It then flows downhill toward my property on NW 2ND ST. ,and is diverted by a small mound of "dirt: This mound of"dirt" was intended to keep the flow of water off my property,and direct it onto the "street" which has no storm drain facilities.On November 25th-98,this mound of "dirt" was no match for this stream of water,as it exploded onto my proper- ty,taking out my driveway,washing it into the street,making it nearly impossible to drive on,and clogging the storm drain below, on Taylor Ave,and flooding the the street in front of the Jet Vista Apts .City workers had to come in after hours,betwween 5: 00 and 6 : 00 P.M. to clear our street of debris. I was left with mud and rocks, the size of softballs, in my driveway,making it impossi- ble to pass thru. I spent 2 hours that night clearing my driveway of rock and debris,and another hour the next day (Thanksgiving) so that my dinner company could get to my house without damaging thier vehicles.To date,all time and money spent to fix my driven way,has been my own.During a forced meeting with the developer on Jan. l6th-98,he informed me that he was ' nt about to fix my driveway,as it would not be cost efficient, if the same thing happened again! On the weekend of Dec. 5th and 6th,the developer jackhammered on the old foundations layed by a previous attempt at develop- ment in 1980, from daybreak till dark,shaking the entire niegh- borhood into near insanity.Calling Planning and Development on Monday,Dec. 7th, Iwas told that he was only allowed to work on the property during certain hours on Saturday,and not at all on Sunday,and if he violated this time frame, "call the police" ! On Dec. lOth-98, I returned home from work to find that the dev- eloper had stripped the handfull of old growth maples that have been here longer then the existing houses, that seperate the prop- erties, to shreds. I , for the second time that week talked to Rick in Planning and Development, concerning this mater, and was told, Page 2 that the developer had "NO PERMITS,WHATSOEVER TO BE ON THE PRO- PERTY,DOING ANYTHING" !His final words were,-that he would discuss this with Bob Aurthur, the next day.Well it just so happens,that I • •had the next day off from work.So I called Bob Arthur at 7: 00 A.M where upon he told me that the developer had no permits to do any thing,and to call the police if someone showed up and "so much as looked cross-eyed at a tree! "At 9 : 00 A.M. the chain saws started full force, so I dailed 911 , and was perfectly calm as I explained my reason for calling and was greeted with total rudeness by the 911 operator,who acted like I was some kind of wacko!Finally af- ter several minutes of arguing my case to her, she agreed to send an officer.Well, I ended up with a mini swat team.They showed up with thier hands on hips,giving me dirty looks,and aaking me,just exactly what did I expect them to do! I explained that Bob Arthur told me to call the police if "someone so much as looked cross- eyed at these treess, and as you can see, in just the time it has taken to get you here, 2 old growth maples have nearly been des- troyed! I dailed Bob Arthur on my cell phone, in the driveway at approximately 9 : 30A.M. ,only to hear him say, that oh Sandee, it' s OK,the developer has all the necessary permits !So there I stood looking like a fool in front of the police and tree cutting guys ! Bob Arthur niether appologized to me or the developer for the problems he caused, and because of this, shut down all open lines that once 'existed between the developer and myself,as far as communications . I have gone out of my way to try to get along with the developer since March of 98 when I was rocked out of bed at 7: 30A.M.by a backhoe, ripping through the woods, and tearing out a six foot fence that has divided my property from his since 1981 !And let me tell you, it ' s not easy, but neccesary. The developer can not show clearly mated survey boundarys around my property at this point,because there are none,but I am told by Bob Arthur that he has submitted survey papers.Twice he has crossed over obvious survey markers on a property below only because the property owner has had his own survey done. Both of these tresspasses resulted in the taking of trees that did not belong to him, in order to enhance his view property. The developer has spit in the face of this property owner, daring him to take him to court! I 'm asking those of you on the council , is this someone you would want developing in your neigh- borhood? On the night of Dec . 19th-98 , the temperature dropped into the teens .The rain swollen stream that has been allowed to dump onto our street,turned into a glacier from "hell" ,overnight.Those of us caught off guard , such as myself,because I have never exper- ienced anything like this in 20 years of living here,were trapped like rats up here !On Dec. 20th I spent four hours with pick and shovel to get my vehicle down off of this street, in order to be able to get to work and back in the following days.The last time I witnessed anything the likes of which I saw on this street,the morning of Dec. 20th, concerning the ice flow,would compare •to a trip taken to Yellowstone Park about a decade ago!For the next 6 days, which also included Christmas Day, those of us who are phy- sically capable of scaling this steep hillside on a sheet of ice, with no side walks or street lights, this was a dangerous venture which resulted in 3 falls, causing major back and hip pain that I R1 STILL DEALING WITH ! Needless to say that during this time,just as many other times over the decades, when it has snowed, sanding trucks are unable to help us , and therefore we have no emergency services , no package delery, no garbage pickup, and often times, not Page 3 even mail delivery.Does this sound like somewhere you would want to live? On Jan. 25th-9q,with nothing obviously happening still, I went to see Bob Arthur again.The minute he saw me, he said , the devel- oper is being fined for every day that the water is running onto the road.Twenty minutes later Neil Watts told me that the devel- oper had filed no plans, once again to rid the street of water, and if he didn ' t do it soon,he would be fined! Someone please explain that!On the evening of Jan.29th, the developer called me and told me that he had a meeting with Bob Arthur and Neil Watts . Hesaid that he was willing to spend 40, 000 dollars of his own money to make the water go away, and guaranteed that would happen by next winter,and would that keep those of us up here from bitch ing?The obvious answer to that question is no!The developer also informed me that Bob Arthur and Neil Watts told him that he need- ed to get up here and throw hay on the bare ground, to make it look to us, like he was doing something! This entire enviroma'ntal catastrophy is well worthy of a law suit if something positive is not done soon. It ' s time for the lies to end, for someone to take responsibility for whats really going on up here. I 'm asking that the city council do something that those of us up here,have been unable to do.And that is, find out why, the enviromental rules that governed previous developers does not appear to apply at a time when enviromental rules are more important then ever before. I THIS LETTER IS RESPECTFULLY SUBMITTED,FEB. 4th 1999 2,1„4 v / 1/ 3 4411A— J© , 1- z_ c Z - Renton City Council, Fel •d, 1999 We bought our home in Renton in 1985. The first winter we lived here we noticed water running down the street for weeks after in rained hard. Every winter since then it seems the water ran longer and longer until the last couple winters when it starts in November and runs steadily until sometime in the spring. When we bought our home the street NW 2nd / S 132nd was in poor shape and grew worse each winter. Finally the street was re-asphalted which left no potholes or bad edges to soak up the water or slow it down. Now the water just raced down the street. Rather than solve the problem at its source a small asphalt curb was poured down the South side of the street. This proved inadequate so a larger "band aid" was installed in the form of a large asphalt curb over the smaller one as needed. During the 1990 flood the water off the street contributed to the plugged drains and damage of the Renton Assembly parking lot and the flooding of Rainier Avenue. Again rather than solve the problem at the source an additional storm drain and overflow were installed on the East side of Taylor Avenue. Now when the drain at the bottom of the street fills with silt and debris it can flow across Taylor Avenue to the "back up" drain. This past November the retention dam broke at the property being developed at the top of the hill sending a wall of debris down the street and the water has been running ever since. The last two winters have been especially exciting when it gets cold and frosty. The water freezes and forms a sheet of ice completely across the road. We have watched many cars spin out and slide on the ice. Luckily the asphalt curbs tend to keep them on the road like a luge run until they hopefully stop at the bottom before running the stop sign and entering traffic on Taylor Avenue. This past December we were not so lucky as we tried to keep two wheels on the curb to avoid having to drive down the ice covered hill when we slipped off and high centered over the curb tearing off the running board supports on our vehicle. We can just image the liability issue with insurance companies when emergency units are unable to respond to a medical emergency or house fire. We work out of a home office and deal with many documents that are time sensitive. Federal Express, UPS and the mailman cannot drive up the hill to make deliveries when it is icy. The UPS and Federal Express drivers tried walking up but fell in the process. The city of Renton has tried once again to "solve" this problem by putting sand on the hill but the water just flows over it and freezes again. Not only that but the loose sand when it thaws creates a stopping hazard. The combination of loose sand, leaves off the trees and water have caused the garbage truck to slide past our driveway on pick up day more than once. I pull a travel trailer and it's a bad feeling when I stop and attempt to back into my driveway only to find the truck and trailer are sliding back down the hill even though I am applying full brakes to truck and trailer. Since I technically live in King County I have contacted them concerning this problem with the hope it can be permanently resolved. It is my sincere hope that the County and the City of Renton can get together on this problem. Rather than put another Band-Aid on the problem there needs to be a couple of days spent to install a culvert and send the water down the hill in a pipe instead of the street! Resp tfully submitted, '-d-b/ 4 / Dave & Cheri elg4 e`u" Otte, )tilt 8805 S. 132nd Renton, WA 98055 (425) 235-1844 , Mehrdad & Elaine Shirazi 17824 118th Ave SE Renton, WA 98058 (425) 271-1662 January 3, 19�. Development Services Division 1055 South Grady Way Renton, WA 98055 Development Department, We the owners of the properties listed below: (City of Renton) 214 NW 2"d Street 218 NW 2"d Street XX NW 2"d Place Would like to file a complaint against the owner/developer (Jeff Rieker) of the property located adjacent to our property on the east of xxx NW 2"d Place. The nature of our complaint is due to the inadequate drainage requirements on his project. The substandard or nonexistent drainage required to his project, located up hill from our property, has caused our properties to suffer. Due to the overflow of water from his deforested property we have experienced the following: a) Constant water leakage into our basements at both 214 & 218 NW 2"d Street. b) A saturated drainfield that has a constant pool of water on the surface. 218 NW 2"d Street. c) Water seepage along the property line located at XXX 2"d Place. d) Many new streams of water collecting on our property below the Riekert project. (214 NW 2"d Street & XXX NW 2"d Place) e) Torrents of water running from the above clearing into the street causing icy, hazardous conditions for all the residents living along the steep street. (NW 2"d Street.) The owner/project manager (Jeff Rieker) has repeatedly been notified and asked to address these problems, which have been verified by a licensed Geo-Tech. to be the cause of"The improper drainage practice". To this date he has refused to address any of these complaints. Other affected property owners have contacted us about the issues above and are prepared to take civil action if this is not properly addressed. We would appreciate the City of Renton Development Department to address these violations in order to protect our properties from future geological and financial damage. Sincerely, Mehrdad and Elaine Shirazi : �J; 1�� J �DS,�" February 1, 1999 CITY OF RENTON FEB 031999 Renton City Council RECR EE) CPcv1D d- N:1011 C/O Renton City Hall CITY CLERK'S OFFICE 1055 South Grady Way Renton, WA 98055 Dear Council Members: King Parker., Randy Corman, Dan Clawson, Bob Edwards, Kathy Keolker-Wheeler, Toni Nelson, and Timothy J. Schlitzer We selected Renton as the place to raise our family and have lived here for the past 30 years. Our home is one of nine that are located on a dead-end, one lane street, that significantly slopes uphill. In the upper right-hand side of the hill, there are plots of land that developer (s) have attempted to build on for the past 20 years. The first building project was a set of apartments in the 1980's. The project was defeated when local homeowners united to have the land opposed for such use. Unfortunately, we did not defeat the build until after the land had been cleared, trees and other vegetation completely removed and foundation laid. Over time and with much help from the local community, this area had once again become a beautiful wooded area with plants and wildlife. Recently, a new developer has begun construction on this site again, this time to build single-family homes. In preparing the land for the foundations, mostly all of the soil and supporting rock along the edge of the property was removed, along with all of the trees and other vegetation again. This has caused a very dangerous problem in our neighborhood. Whenever it rains (which as you know is quite frequently) , we suffer terrible and almost non-stop water run-off which begins at the edge of this property and continues down to the bottom of our street. The amount of water varies from a slight stream to a gushing river. The water carries with it debris and sand. This is detroying the paved road and also being carried into several home' s basements, causing flooding. When outside temperatures drop to freezing levels , the entire hill is a sheet of ice that cannot be traveled by motor vehicles. Sc far this winter, we have been unable to drive to our own homes for over four weeks! City sand trucks are not even capable of manuvering up the icy street. The only way to travel to one's home is by foot, and up the left side of the street, walking very carefully over other neighbor's lawns. Several people havE fallen numerous times and sustained injuries, including us. My wife and I have owned and operated our own grocery and deli business for the past 15 years. I am now retired, but my wife still works full-time. It is imperative that she be at the business daily, to ensure it' s smooth operation and our livelihood. This winter in order to do this, she has stayed with one of our daughters, as she is unable to walk up and down the hill, due to an earlier fall injury on the street I am 70 years old, and my health requires me to take several medications. In November, I ran out of two prescriptions and was unable to get a refill, since no one could get up and down our street. There are countless other personal hardship examples we could list, and I know our neighbors have others as well . Gr-e, CI—C- ittat zva-Z Our neighborhood has run . o endless problems and "r tape" trying to get this situation corrected. the dividing line between Lile City of Renton and King County goes approximately down the center of our one lane dead-end street. The location and cause of the run-off however, is city property and King County states it is not their legal responsibilty, but yours to fix it. Now, there is one more item I would like to mention before closing. Also on this city property there is a HUGE boulder. It has been there since we moved here, and probably much longer. It measures (approximately) over 8ft long, and more than 10ft in diameter. It would easily weigh more than 2 tons. In the past year, with the stripping of the land and steady water run-off, the earth and growth that used to surround the rock are gone. More of the supporting dirt is washed away daily and it is only a matter of time before the support that is left disappears and the rock begins to roll away. This is an incredibly scary thought. The rock used to be solidly planted, and now it's loose. When it breaks away, it will either roll down to the bottom of our hill and on to Taylor Avenue and Renton Avenue Extension (a very heavily traveled area) , or across the street and through our home's front bay window. My wife and I are pleading with you as Council Members for the City of Renton, to make these land issues a priority. If something is not done very soon to stop the water run-off and remove this boulder, people WILL be injured. There are still freezing cold days ahead, and with our hill a sheet of ice Emergency vehicles cannot quickly and efficiently help those in need. When this boulder breaks loose, it is resonable to believe we could be looking at loss of life. We urge you to look into these matters now. Thank you for your valuable time and consideration. Sincerely, Edward R. Melcher Nancy Jl! Melcher gga • /3 and /4-fi pip e.*ems'&N'PW c CITY OF RENTON FEB 0 8 1999 CITY OF RENTON RECEIVED PLANNING/BUILDING/PUBLIC WORKS CITY CLERK'S OFFICE MEMORANDUM DATE: February 8, 1999 TO: Jana Huerter,Land Use Review Supervisor FROM: Robert L. Arthur,Land Use Compliance Inspect SUBJECT: GERALD RIEKER ILLEGAL CLEARING OF CITY VIEW SHORT PLAT SITE.APPROXIMATE ADDRESS OF 300 NW 2ND PLACE. The following is a chronology of the events involving Gerald Rieker and Jeff Rieker, father and son, and (1). The demolition of existing foundations on the site now known as City View Short Plat, (2). The illegal clearing and grading of the site including slopes of more than 40%and(3). Inability to retain water on-site as required by law. Issue #1. Mr. Rieker obtained a demolition permit April 27, 1998, to level lot and clear debris of old foundation. Discussions,at the time that clearing was commenced, surrounded the area that could be legally cleared. Mr. Rieker was allowed to remove the old foundations and use the dirt that had been placed next to the excavations as fill. The only areas that were to be cleared were the sites that had the excavations/foundations and the associated fill next to them. Issue #2. Almost the entire City View Short Plat site was illegally cleared of vegetation without the benefit of a Routine o it Vegetation Management Permit. Also illegally cleared were areas where the slope was 40%or more. Issue #3. The clearing of the City View site was done without making provisions for the retention of on-site water. This matter was discussed in a meeting held Friday January 29, 1999, with Gerald and Jeff Rieker, Tom Touma of Touma Engineers,Neil Watts and myself in attendance. The substance of the meeting is explained in the February 4, 1999, letter to Gerald Rieker(attached). This letter clearly delineates what action must be taken by Rieker to retain water on the City View Short Plat site. As a result of the investigation conducted by the City, it is obvious that violations of the Law have occurred. Therefore, Mr. Rieker is being issued two (2) Civil Infraction Citations. #1. Violation of Renton Municipal Code Section 4-4-130C (copy attached) and , #2. Violation of Renton Municipal Code Section 4-4-130H3a (copy attached). Also, should Mr. Rieker not meet the compliance date of February 10, 1999, for submission of the required temporary erosion control plan, he will be issued an additional Civil Infraction citation for violation of Renton Municipal Code Section 4-6-030C(attached). cc: A-C� i • = y r • t F .:rt't t'� lr _ .'-eve CIT; OF RENTON Planning/Building/Public Works Department Jesse Tanner,Mayor Gregg Zimmerman P.E.,Administrator February 4, 1999 Gerald Rieker 11017 101st Pl. NE Kirkland, WA 98033 SUBJECT CITY VIEW SHORT PLAT AND REQUIREMENTS FOR SURFACE WATER MANAGEMENT. Dear Mr. Rieker: Thank you for meeting with City of Renton Staff personnel on Friday January 29, 1999, to discuss the above subject short plat requirements. Also in attendance was Tom Touma of Touma Engineers and your father. At the culmination of the meeting the following conditions were agreed upon: 1. Immediate action to place hay/straw on all exposed dirt areas that are not covered by vegetation. Another option would be to install plastic covering over all exposed dirt areas. 2. Submit temporary erosion control plan by February 10, 1999. 3. Submit drainage control plan that would address: a. Detention requirements. b. Runoff change caused by improvements already undertaken. 4. Phase II of the development would require: a. Restoration plan that would involve: (1) Ground cover. (2) Tree planting plan. (3) Hydroseeding (weather permitting). Should you have questions, you may call me at 425-430-7269. Sincerely, Robert L. Arthur Land Use Compliance Inspector Development Services 1055 South Grady Way - Renton, Washington 98055 ®This paper contains 50%recycled material,20%post consumer • 4-4-130D B. ADMINISTERING AUTHORITY: 4. Restrictions for Sensitive Areas: No The City's Development Services Division Direc- tree cutting or land clearing is permitted tor, or his duly authorized representative, is within twenty five feet (25') of any shoreline • hereby authorized and directed to enforce all the area, within twenty five feet (25') of the ordi- provisions of this Section. nary high water mark of creeks, in a wetland area, or on parcels where the predominant C. PROHIBITED AND ALLOWABLE slope or individual slope is in excess of forty ACTIVITIES: percent (40%) except enhancement activi- ties. 1. Prohibited Activities:There shall be no tree cutting or land clearing on any site for the 5. Permit Required for Routine Vegeta- sake of preparing that site for future develop- tion Management on Undeveloped Prop- ment unless a land development permit for erties:Any person who performs routine the site has been approved by the City. vegetation management on undeveloped property in the City must obtain a routine veg- 2. Allowable Tree Cutting Activities:Tree etation management permit prior to perform- cutting is permitted as follows except as pro- ing such work. vided in subsection C4 of this Section: 6. Permit Required to Use Mechanical a. On a developed lot; Equipment: Any person who uses mechani- cal equipment for routine vegetation manage- b. On a partially developed or undevel- ment,land clearing,tree cutting,landscaping, oped lot provided that: or gardening on developed, partially devel- oped or undeveloped property must obtain a • i. No more than three (3) trees are routine vegetation management permit prior removed in any twelve (12) month to performing such work. period from a property under thirty five thousand(35,000)square feet in 7. Permits for Improvements: No provi- size; and sion of this Section shall be construed to elim- inate the requirement of permits for the of developing the property with ii. No more than six (6)trees are re- purpose p g p p yIll sub- moved in any twelve (12) month pe- stantial permanent improvements such as riod from an property over thirty five roads, driveways, utilities, or buildings. thousand (35,000) square feet in size. D. EXEMPTIONS: The following shall be exempt from the provisions LOT TYPES of this Section: •.—•.....t. t...--.1. 1--.•....._.1 1. Emergency Situations: Removal of PARTIALLY trees and/or ground cover by the Public DEVELOPED UNDEVELOPED Works Department, Parks, Department, Fire + Department and/or public or private utility in • DEVELOPE emergency situations involving immediate i' .�_..,.. -.,� .�.._...._._L. .(__r..�a danger to life or property, substantial fire haz ards,or interruption of services provided by a utility. 3. Landscaping or Gardening Permitted: 2. Dead or Diseased Trees: Removal of 11 Land clearing in conformance with the provi- dead or terminallydiseased or damaged sions of subsections C2 and C4 of this Sec- g ground cover or trees which have been certi- tion is permitted on a developed, partially fied as such by a forester,landscape architect developed or undeveloped lot for purposes of or the City prior to their removal. 11 landscaping or gardening provided that no mechanical equipment is used. 3. Public or Private Utilities and Public Parks: Maintenance activities including rou- tine vegetation management and essential 11 4 - 85 4-4-130K 3. Restrictions for Sensitive Areas: upon application by the property owner or man- ager. Application for such an extension must be a. Steep Slopes and Erosion Hazard made at least thirty (30) days in advance of the Areas: For all properties, no land clear- expiration of the original permit and shall include ing, tree cutting, or ground cover man- a statement of justification for the extension. agement activities except enhancement activities are permitted in areas with K. PERFORMANCE STANDARDS FOR slopes over forty percent(40%), slopes LAND DEVELOPMENT PERMITS: over twenty five percent(25%)with Class II or Class III landslide hazards, and 1. Prohibition Against Clear Cutting of slopes over twenty five percent (25%) Trees:There shall be no clear cutting of trees with Class II or Class III erosion hazards, on a site for the purpose of preparing that site as identified by the King County Soils for future development. Trees may be re- Survey, King County Sensitive Areas moved pursuant to a development permit Map Folio or the City Environmentally which has been approved by the City. Sensitive Areas Maps. 2. Tree Preservation: Trees shall be main- b. Wetlands,Shorelines,Creeks and tained to the maximum extent feasible on the Streams: For all properties, no land property where they are growing. clearing, tree cutting or ground cover management activities except enhance- a. Tree Cutting Plan: Where it is not ment activities are permitted in wetlands practicable to retain all trees on site due including a minimum buffer area of to a proposed development, a plot plan twenty five feet(25'), riparian corridors in- shall be submitted identifying those trees cluding a minimum buffer area of twenty which are proposed for removal.The City five feet(25')from the high water mark of may require a modification of the land the creek or stream, and in the two hun- clearing and tree cutting plan or the asso- dred foot (200') State shoreline area. ciated land development plan to ensure the retention of the maximum number of I. ROUTINE VEGETATION trees. MANAGEMENT PERMIT CONDITIONS: The routine vegetation management permit may b. Plan Content: The plot plan shall be denied or conditioned by the City to restrict the identify the location of all areas proposed timing and extent of activities in order to further to be cleared including building sites, the intent of this Section including: rights-of-way, utility lines, and ease- ments.Clearing should not occur outside 1. Preserve and enhance the City's aes- of these areas or more than fifteen feet thetic character and maintain visual screen- (15')from the foundation line of proposed ing and buffering. buildings. 2. Preserve habitat to the greatest extent 3. Native Growth Protection Easements: feasible. a. Where Established: Native growth 3. Prevent landslides, accelerated soil protection easements may be estab- creep, settlement and subsidence hazards. lished through the subdivision process in environmentally sensitive areas including 4. Minimize the potential for flooding, ero- but not limited to the following areas: sion, or increased turbidity, siltation or other form of pollution in a watercourse. i. A buffer area from the annual high water mark of creeks, streams, J. TIME LIMITS FOR PERMITS: lakes and other shoreline areas or Any permit for routine vegetation management from the top of the bank of same, shall be valid for one year from the date of issu- whichever provides good resource ance.An extension may be granted by the Devel- protection. opment Services Division for a period of one year 4 - 87 4=6-030A 4-6-030 DRAINAGE (SURFACE h. Building permits. Where the permit WATER) STANDARDS: relates to a single family residential struc- ture of less than five thousand (5,000) A. PURPOSE: square feet,the Administrator may waive It is the purpose of this Section to promote and the plan requirement except where the develop policies with respect to and to preserve subject property is in a critical area, as the City's watercourses and to minimize water determined under subsection D of this quality degradation by previous siltation, sedi- Section; mentation and pollution of creeks, streams, riv- ers, lakes and other bodies of water to protect i. Planned unit development; property owners tributary to developed and unde j, Site plan approvals; veloped land from increased runoff rates and to insure the safety of roads and rights-of-way. (Ord. k. Any other development or permit ap- 3174, 11-21-1977) plication which will affect the drainage in B. ADMINISTERING AND ENFORCING any way. AUTHORITY: The plan submitted during one permit ap- The Administrator of the Planning/Building/Public proval process may be subsequently submit- Works is designated as the Administrator and is ted with further required applications. The responsible for the general administration and co- plan shall be supplemented with additional in- ordination of this Section. All provisions of this formation at the request of the Department of Section shall be enforced by the Administrator Public Works. and/or his designated representatives. For such purposes,the Administrator or his duly authorized 2. When Plans Not Required:The plan re- representative shall have the power of a police of- quirement established in subsection C1 of ficer. this Section shall not apply when the Depart- ment determines that the proposed permit C. SUBMISSION OF DRAINAGE PLANS: and/or activity: 1. When Required: All persons applying a. Will not seriously and adversely im- for any of the following permits and/or ap- pact the water quality conditions of any provals shall submit for approval, unless ex- affected receiving bodies of water;and/or pressly exempted under subsection C2 of this Section, a drainage plan with their appli- b. Will not substantially alter the drain- cation and/or request: age pattern, increase the peak discharge and cause any other adverse effects in a. Mining, excavation and grading per- the drainage area. mit; c. Additionally,the plan requirement es- b. Shoreline management substantial tablished in subsection C1 of this Section development permit; shall not apply to single family residences when such structures are less than five c. Flood control zone permit; thousand(5,000) square feet, unless the subject property is in a critical area as de- d. Major plat; termined under subsection D of this Sec- tion. e. Short plat approval, except where each lot contains thirty five thousand D. DEVELOPMENT RESTRICTIONS IN (35,000) square feet or more; CRITICAL FLOOD, DRAINAGE AND/OR f. Special permits; EROSION AREAS: Development which would increase the peak flow g. Temporary permits; and/or the volume of discharge from the existing flooding, drainage and/or erosion conditions pre- sents an imminent likelihood of harm to the wel- 6 -4 " r~ CITY _-TcF RENTON ••� + Planning/Building/Public Works Department 7 e Tanner,Mayor Gregg Zimmerman P.E.,Administrator March 8, 1999 Mr. Tom Touma Touma Engineers 6632 South 191st Place, Suite E-102 Kent, WA 98032 SUBJECT: City View Short Plat Project No. LUA-98-173,SHPL-H,ECF Dear Mr. Touma: 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 March 30, 1999. Prior to that review, you will be notified if any additional information is required to continue processing your application. The date of Tuesday, April 27, 1999, at 9:00 a.m., has been set for a public hearing to review the above-referenced matter. The hearing, before Mr. Fred Kaufman, Renton Hearing Examiner, will be held in the Council Chambers on the seventh floor of City Hall, 1055 South Grady Way, Renton, WA. The applicant or representative(s) of the applicant is required to be present at the public hearing. A copy of the staff report will be mailed to you one week before the hearing. Please contact me, at (425) 430-7286, if you have any questions. S' cerely, W(70-ii-ehtAl Jennifer Toth Henning Project Manager cc: Mr. Gerald Rieker/Owner ALLI'I L I KIAA. 1055 South Grady Way - Renton, Washington 98055 ®This paper contains 50%recycled material,20%post consumer CITY OF FRENTON DEVELOPMENT SERVICES DIVISION MASTER APPLICATION l PROPERTY OWNER(S) PROJECT INFORMATION Note. If there is more than one legal owner, please attach an additional notarized Master Application for each owner. •. PROJECT OR DEVELOPMENT NAME: NAME: Gerald L. Rieker City View Short Plat 5o vn 44ee Ricker PROPERTY/PROJECT ADDRESS(S)/LOCATION: ADDRESS: 1 1 01 7 1 01 st Place NE Lind Ave NW & NW 2nd Place CITY: Kirkland ZIP: 98033 KING COUNTY ASSESSOR'S ACCOUNT NUMBER(S): 420440-0310 TELEPHONE NUMBER: 206-300-951 1 EXISTING LAND USE(S): Vacant A13PL1CANT (if other than owner) PROPOSED LAND USES: NAME: Same Single Family — 8 (t 'S COMPANY (if applicable): EXISTING COMPREHENSIVE PLAN MAP DESIGNATION: Single Family ADDRESS: PROPOSED COMPREHENSIVE PLAN MAP DESIGNATION (if applicable): Single Family CITY: ZIP: EXISTING ZONING: R8 O �O A� TELEPHONE NUMBER: PROPOSED ZONING (if applicable): ' 0 rjp CONTACT PERSON R8 �O` s N /4,0 • / SITE AREA (SQ. FT. OR ACREAGE): Ci • 4998 NAME: Tom Touma t' 77, 100 S.F. COMPANY(if applicable): PROJECT VALUE: Touma Engineers ADDRESS: 6632 S 1 91 st P1, Ste E-1 02 IS THE SITE LOCATED IN THE AQUIFER PROTECTION AREA? No CITY: Kent ZIP: 98032 IS THE SITE LOCATED IN ANY OTHER TYPE OF ENVIRONMENTALLY SENSITIVE AREA? TELEPHONE NUMBER: 425-251 -0665 No LEGAL DES(_ _._ PROPERTY (Attach set ate sheet f necessary) PARCEL A: LOT 58, N. H. LATIMER'S LAKE WASHINGTON PLAT, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 6 OF PLATS, PAGE(S) 70 , IN KING COUNTY WASHINGTON: TOGETHER WITH VACATED SOUTH HALF OF SOUTH 131ST STREET ADJOINING ON THE NORTH, VACATED EAST HALF OF STEVENS AVENUE ADJOINING ON THE WEST, AND VACATED WEST HALF OF LIND AVENUE ADJOINING ON THE EAST. • j TYPE OF APPLICATION & FEES Check atl 'application types that apply=-City staff;will determine fees ANNEXATION $_ SUBDIVISION: COMP. PLAN AMENDMENT — $ REZONE $ _ LOT LINE ADJUSTMENT $ SPECIAL PERMIT $ X SHORT PLAT $ iiacv- 0 TEMPORARY PERMIT $ _TENTATIVE PLAT $ CONDITIONAL USE PERMIT $ _ PRELIMINARY PLAT $ _ SITE PLAN APPROVAL $ _ FINAL PLAT $ _ GRADE & FILL PERMIT $ (NO. CU. YDS: ) PLANNED UNIT DEVELOPMENT: $ VARIANCE $ (FROM SECTION: ) _ PRELIMINARY _WAIVER $ _ FINAL _ WETLAND PERMIT S _ ROUTINE VEGETATION MOBILE HOME PARKS: $ MANAGEMENT PERMIT _ BINDING SITE PLAN $ SHORELINE REVIEWS: SUBSTANTIAL DEVELOPMENT $ _ CONDITIONAL USE $ _ _ VARIANCE $ EXEMPTION $No Charge - ENVIRONMENTAL REVIEW $ _ REVISION $ AFFIDAVIT!OF OWNERSHIP I, (Print Name)Q —+ e 4e t-Q( ,declare that I am (please check one) the owner of the property involved in this application,_the authorized representative to act for the property owner(please attach proof of uhorization), and that the foregoing statements and answers herein contained and the information herewith submitted are in all respects true and correct to the best of my knowledge and belief. ,�Iz/►� �� L 1�1 �' 12 ATTEST: Subscribed and sworn to before me, a Notary Public, in and for the State of L 2A residing at (Name of Owner/Representative) 'G _ , on the o?C day of cx. i9j (Signature of Owner/Repre entative) (Signature of Notar'r Public) (This section to be completed byres 57ro, au, City File Number ..0 '3 f A 'AAD BSP ;CAP S. AP-U CPA CU A CU H; ECE LLA MHP FPUD FP PP R RVMP SA A SA-H SHPL-A HPL SP SM SM,E TP V.A ::;..V B :V H ..:W TOTAL FEES $4C3 OO TOTAL POS ROV)DED $ /�,�` MASTERAP.DOC REVISED 8/9.7 ,.1(2 CITY OF RENTON • DEVELOPMENT SERVICES DIVISION LAND USE PERMIT MASTER APPLICATION > ROPERTY OWNERCS? PROJEOT' NFORMATION Note If there i9 n1Or8 then btm Ie el owner,please attach an additional r otanzed Master.Aff7qplication far:eec6 oNfiier. PROJECT OR DEVELOPMENT NAME: `'� NAME: V�6 (� t� UtE� �C-fa'— ` TA 1 PROPERTY/PROJECT ADDRESS(S)/LOCATION: ADDRESS: 11017 101st Place NE Lind Ave NW & NW 2nd Place KING COUNTY ASSESSOR'S ACCOUNT NUMBER(S): CITY: Kirkland ZIP. 98033 420440-0310 TELEPHONE NUMBER: EXISTING LAND USE(S): 206-300-9511 Vacant !APPLICANT Ijl►f other; han owner) , PROPOSED LAND USES: NAME: Same Single Family 8 Lots COMPANY (if applicable): EXISTING COMPREHENSIVE PLAN MAP DESIGNATION: Residential Single Family ADDRESS: PROPOSED COMPREHENSIVE PLAN MAP DESIGNATION (if applicable): Residential Single Family CITY: ZIP: EXISTING ZONING: R-8 TELEPHONE NUMBER: PROPOSED ZONING (if applicable CONTACT• PERSON `c4DA4/ SITE AREA (SQ. FT. OR ACREAGE): O��A NAME: Tom Touma Pea RF,yroivi 77,100 S.F. I�F � A/ Ate 149g9 COMPANY (if applicable): PROJECT VALUE: � Touma Engineers 4Q ADDRESS: 6632 S. 191st,Place, Suite E-102 IS THE SITE LOCATED IN THE AQUIFER PROTECTION AREA? CITY: Kent ZIP: 98032 IS THE SITE LOCATED IN ANY OTHER TYPE OF ENVIRONMENTALLY SENSITIVE AREA? TELEPHONE NUMBER: 425-251-0665 No •, `;:;Vi LEGAL DES' TION OF PROPERTY (Attach se ::,:;;.» .<.. ate sheet if n ce sgry) TYPE OP APPLICATION & FEES Check all application types that.apply City staff will date nine.fees. _ ANNEXATION $ SUBDIVISION: _ COMP. PLAN AMENDMENT $ _ REZONE $ L,OT LINE ADJUSTMENT $ _ SPECIAL PERMIT $ ,/SHORT PLAT $ ACC <7 c) _ TEMPORARY PERMIT $ _ TENTATIVE PLAT $ _ CONDITIONAL USE PERMIT $ _ PRELIMINARY PLAT $ _ SITE PLAN APPROVAL $ _ FINAL PLAT $ _ GRADE & FILL PERMIT $ (NO. CU. YDS: ) PLANNED UNIT DEVELOPMENT: $ VARIANCE $ (FROM SECTION: ) _ PRELIMINARY _ WAIVER $ _ FINAL _ WETLAND PERMIT $ ROUTINE VEGETATION MOBILE HOME PARKS: $ MANAGEMENT PERMIT $ BINDING SITE PLAN $ SHORELINE REVIEWS: _ SUBSTANTIAL DEVELOPMENT $ CONDITIONAL USE $ -- VARIANCE $ _ EXEMPTION $No Charge /ENVIRONMENTAL REVIEW $ bc7O-('Ne) REVISION $ 1 AFFIDAVIT OF OWNERSHIP I, (Print Name) ..-'-%tLN1 Hee f'i1elt�—declare that I am (please check one) ✓ the owner of the property involved in this application, _the authorized representative to act for the property owner (please attach proof of authorization), and that the foregoing statements and answers herein contained and the information herewith submitted are in all respects true and correct to the best of my knowledge and belief. ATTEST: Subscribed and sworn to before me, a Notary Public, in and for the State of l on residing at (Name of Owner/Representative) "� rt , , on the zf day of y ,,rd.s./7 (Signature of Ow✓ner/Representative) \--1/ F �m „ , (Signature of ary P �� N I' ILYN K MCHEFF COMMISSION EXPIRES 6/29/99 (This section to be completed by City Staff.) City File Number: WA 92, .4-7 j A AAD BSP CAP-S CAP-U CPA CU-A CU-H EM LLA MHP FPUD FP PP R RVMP SA-A SA-H SHPL-A(SNP -- SP SM SME TP V-AL B V-H W_ TOTAL FEES: $ I St0..` TOTAL POSTAGE PROVIDED: $ k.0 .u{) MASTERAP.DOC REVISED 8/97 to CITY F RENTON ..LL LI Planning/Building/Public Works Department Jesse Tanner,Mayor Gregg Zimmerman P.E.,Administrator December 11, 1998 Mr. Gerald Rieker 11017 101st Place NE Kirkland,WA 98033 SUBJECT: CITY VIEW SHORT PLAT (LUA-98-173,SHPL-H) Dear Mr. Rieker: The Development Services Division is not able to accept your application for the subdivision of land until additional information is submitted, and an additional fee (for environmental review) is paid. Steep slopes that are present on the property may be geologically hazardous. For this reason, and in order to evaluate your proposal, a geotechnical report will be required at this time. Generally, short plats are exempt from environmental review, as you were advised in January of this year. At that time, staff believed that your proposal'would not require environmental review. Upon further evaluation, and examination of sensitive areas maps, staff has determined that erosion hazard and landslide hazard areas may be present on the site. You will need to supplement the project application with 12 copies of a completed environmental checklist. The checklist will need to disclose the quantity of grading(cut/fill)that would need to be accomplished for the proposal. A copy of the environmental checklist is enclosed. The fee for environmental review is an additional $500.00. Furthermore, if any clearing is to be accomplished on slopes of 40%or greater,ther iihe pt Variance will be required from the Land Clearing and Tree Cutting Ordinance. Should you have any questions regarding this correspondence, please feel free to contact me at (425) 430-7286. Sincerely, u _ 1 lc>._4 :(94-‘ fer Toth Henning Project Manager enclosures cc: Tom Touma, 6632 S.191st Place Kent,WA 98032 • H:\DIVISION.S\DEVELOP.SER\DEV&PLAN.ING\JTH\CTYV W.DOC 200 Mill Avenue South - Renton, Washington 98055 RI This oaoer contains 50%recycled material.20%post consumer CITY OF RENTON 4 ? I (* 1'C3i DC ) )OPMENT SERVICES DIVISION IC I RI IR , r- MASTER APPLICAT'I k PROPERTY OWNERS) ! PROJECT INFORMATION Note: If there(s'more than•one legal owner,•please attach an•additional notarized Master'Application for each owner. PROJECT OR DEVELOPMENT NAME: I CityView Short Plat NAME: Gerald L. Rieker 4 5ovnj44e. , Ricker PROPERTY/PROJECT ADDRESS(S)/LOCATION: ADDRESS: 11017 1 01 st Place NE Lind Ave NW & NW 2nd Place . CITY: Kirkland ZIP: 98033 KING COUNTY ASSESSOR'S ACCOUNT NUMBER(S): 420440-0310 TELEPHONE NUMBER: 2 0 6—3 0 0—9 51 1 EXISTING LAND USE(S): Vacant APPLICANT (if other than owner) PROPOSED LAND USES: NAME: Same Single Family — 8 1O+5 COMPANY(if applicable): EXISTING COMPREHENSIVE PLAN MAP DESIGNATION: Single Family ADDRESS: PROPOSED COMPREHENSIVE PLAN MAP DESIGNATION (if applicable): Single Family CITY: ZIP: EXISTING ZONING: R8 TELEPHONE NUMBER: PROPOSED ZONING (if applicable): - R8 CONTACT PERSON SITE AREA (SQ. FT. OR ACREAGE): NAME: Tom Touma 77, 100 S.F. 1 COMPANY (if applicable): PROJECT VALUE: Touma Engineers ADDRESS: 6632 S 1 91 st Pl, Ste E-102 IS THE SITE LOCATED IN THE AQUIFER PROTECTION AREA? No CITY: Kent ZIP: 98032 IS THE SITE LOCATED IN ANY OTHER TYPE OF ENVIRONMENTALLY SENSITIVE AREA? TELEPHONE NUMBER: 425-251 —0665 No LEGAL DESC.:.-TION OF PROP€RTY (Attach separette sheet if necessary) • • • TYPE OF APPLICATION & FEES Check all application.types that apply—City staff will determine fees. _ ANNEXATION $ SUBDIVISION: COMP. PLAN AMENDMENT $ I! REZONE $ _ LOT LINE ADJUSTMENT $ _ SPECIAL PERMIT $ X SHORT PLAT $ Op _ TEMPORARY PERMIT $ _TENTATIVE PLAT $ _ CONDITIONAL USE PERMIT $ _ PRELIMINARY PLAT $ _ SITE PLAN APPROVAL $ _ FINAL PLAT $ _ GRADE & FILL PERMIT $ (NO. CU. YDS: ) PLANNED UNIT DEVELOPMENT: $ VARIANCE $ (FROM SECTION: 1 _ PRELIMINARY _WAIVER $ _ FINAL WETLAND PERMIT $ ROUTINE VEGETATION MOBILE HOME PARKS: $ MANAGEMENT PERMIT BINDING SITE PLAN $ SHORELINE REVIEWS: _ SUBSTANTIAL DEVELOPMENT $ _ CONDITIONAL USE $ _ VARIANCE $ EXEMPTION $No Charge ENVIRONMENTAL REVIEW $ REVISION $ AFFIDAVIT OF OWNERSHIP p nL I, (Print Name)SOOreN Fa(e R/P,ker;'declare th F :iicr�ea /lc1one)_the owner of the property involved in this application,_the authorized representatWe to act for the property ow r • :\:-�ggQ ;; oA�VQ authorization), and that the foregoing statements and answers hereirl contained and the information herewith submittedoere i.n*respects tQ ,andlorrect to the best of my knowledge and belief. I O_AR =* v C7'� �D ,ATPEST: Subscribed a d sworn to before e, a Notary Public,in and nG ry' ' s i --A• B �� °oithe State of %J..) residing at ,(-�:�,i1�.1 ' (Name of Owner/Representative) 1�j%.,G' Zq�•''� 6/ , on the�p day of hL\WA�� (Signature of Owner/Representative) , vf1146 (Signaturee o otary Public) � (This section to be completed by City Staff.) City File Number: ' A AAD BSP - AP-U CPA CU-A CU-H ECF LLA MHP FPUD FP PP R RVMP SA-A SA-H SHPL- SHPLii SP SM SME TP V-A V-S V-H W TOTAL FEES: $ /)) - TOTAL PO 'l AU-et PROVIDED: S /Q, Key MASTERAP.DOC REVISED 8/97 �'L 11°77 * " :,::; .' :::., CITY OF RENTON DEVELOPMENT SERVICES DIVISION ` . `" PERMIT LANDUSE : : .. . MASTER APPLICAT ION ::: PROPERTY OWNER(S) PROJECT INFORMATION . Note: If there is more than one legal owner,please attach an additional notarized Master Application for.each owner. PROJECT OR DEVELOPMENT NAME: NAME: PROPERTY/PROJECT ADDRESS(S)/LOCATION: ADDRESS: KING COUNTY ASSESSOR'S ACCOUNT NUMBER(S): CITY: ZIP: TELEPHONE NUMBER: EXISTING LAND USE(S): APPLICANT (if other than owner) PROPOSED LAND USES: NAME: COMPANY (if applicable): EXISTING COMPREHENSIVE PLAN MAP DESIGNATION: ADDRESS: PROPOSED COMPREHENSIVE PLAN MAP DESIGNATION (if applicable): CITY: ZIP: EXISTING ZONING: TELEPHONE NUMBER: PROPOSED ZONING (if applicable): CONTACT PERSON SITE AREA (SQ. FT. OR ACREAGE): NAME: COMPANY (if applicable): PROJECT VALUE: ADDRESS: IS THE SITE LOCATED IN THE AQUIFER PROTECTION AREA? CITY: ZIP: IS THE SITE LOCATED IN ANY OTHER TYPE OF ENVIRONMENTALLY SENSITIVE AREA? TELEPHONE NUMBER: CITY OF RENTON • DEVELOPMENT SERVICES DIVISION AFFIDAVIT OF INSTALLATION OF PUBLIC INFORMATION SIGN(S) STATE OF WASHINGTON ) COUNTY OF KING ) • o .4 ' )c , being first duly sworn on oath, deposes and says: 1. On the c.;1 Ste' day of 0 ct , 199 , I installed public information sign(s) and plastic flyer box on the property located at for the following project: Proyeoename / .<• Owner Name /ji T _ 2. I have attached a copy of the neighborhood detail map marked with an "X"S<, 199� indicate the location of the installed sign. sN 3. This/these public information sign(s) was/were constructed and installed in locations in conformance with the requirements of Ren n Mu icip S 'on 9-12-8 G and 9-12-9-I 2a. Installer Signature SUBSCRIBED AND SWORN to before me this -D+tday of 0c1- , 19 dt b . NOTARY PURL in and for the State of Washington, residing at c-r-\. s-Y. My commission expires on PUBSIGNS.DGC MARILYN KAMCHEFF Rom.9/97 COMMISSION EXPIRES 6/29/99 • JINNI ;CITY'OF RENTON ;; DEVELOPMENT;SERVICES:DIVISION MAILBOX REQUIREMENTS NOTICE FOR ALL NEW PLATS AND SHORT PLATS The Post Office wants to be involved in helping you locate your mailboxes before construction begins. Please take a copy of your plat map along with this form to the City of Renton Post Office, 314 Williams Avenue South, for their sign-off. Before we can approve your plat we must have the signed copy in our file. This procedure will save you time and money later if you get approval now. . Propery Location: Owner's Name: Phone#: Project#: Post Office Approval: Date: PROJECT NARRATIVE FOR CITY VIEW SHORT PLAT RENTON, WASHINGTON DEVELOPMENT PLAN,,;,NG CITY OF RENTON MAY 0 6 1999 RECEIVED PREPARED BY TOUMA ENGINEERS 6632 SOUTH 191ST PLACE, E102 KENT, WA. 98032 (425) 251-0665 May 5, 1999 RE: City View Short Plat - Renton, Washington The subject property covers an area of approximately 1 . 91 acres . This includes the adjusted boundaries created by a boundary lot line adjustment between the subject property and adjacent property to the east . The subject property is located at the southwest quadrant of the intersection of Lind Avenue NW and NW 2nd Place in Renton, Washington. The existing improvements consist of 12-foot to 14-foot asphaltic pavement with dirt shoulders on both sides of the street . Storm sewer, sanitary sewer and water systems are available on NW 2nd Place . Other utilities are also available, i . e . gas, power telephone on NW 2nd Place and Lind Avenue NW. The site slopes from the northwest to the east-southeast with an average slope of 29- 32 percent . The site elevations range from about 250 feet in the northwest to approximately 125 in the southeast of the site . Local slopes steeper than 40 percent observed on the west and northwest area of the site . Also, a small area on the southeast of the property measured at slopes greater than 40 percent . It appears the 40 percent slopes may resulted from recent filling and grading of the site . In 1978 this property was approved for a condominium development and most of the clearing and grading were done during that period. Several building foundations were recently removed by the current owner under a separate permit which may have created the steep areas noted above . The 40 percent areas were delineated on the Slope Analysis Map and designated as Native Growth Protection Easements (NGPE) . The NGPE easements are shown on the proposed 8-lot short plat . The proposed development of the property is considered as "infill" project and it is located in a Single Family (SF) zone . The City of Renton designates the site with the SF zoning. The SF zoning allows for a minimum lot size of 4500 square feet and a maximum density of 8 units per acre . The setbacks allowed in the SF zone are as follows : front yard setbacks, 20 feet ; rear yard setbacks, 20 feet, and side yards setbacks, 5 feet on all interior lots, and 15 feet on corner lots . The City of Renton Comprehensive Plan designates the site as Single-Family Residence which is consistent with present zoning. The density for the developed portion calculates at 5 . 7 dwelling unit per net developed acre . The density is calculated after consideration of the 0 . 34 acres to be dedicated for public right of way and 0 . 20 acres set aside as NGPE . PROJECT NARRATIVE (Continued) City View Short Plat The project is recently cleared with little vegetation covering the ground. No mature evergreen trees found over the entire site, except for few situated on the north and easterly portion of the site boundary . Traffic circulation and access to the proposed property is proposed to provide vehicular access from Lind Avenue NW and NW 2nd Place . The internal streets will consist of a standard City of Renton Street cul-de-sac extended into the site from the intersection NW 2nd Place and Lind Avenue NW. The cul-de-sac improvements will comply with the City' s regulations . CONSTRUCTION MITIGATION PLAN PROPOSED CONSTRUCTION DATES The proposed construction of the road and utilities on the project will proceed in the summer of 1999. The construction of the short plat improvements will commence once the final engineering drawings are approved by the City of Renton, and all applicable permits are received. This construction will be performed under one contract for the entire development without phasing. Extension of construction time may be required. The construction of the houses will begin after the road and utilities have been completed and accepted by the City. HOURS OF OPERATION The hours of operation will be limited to hours between 8:00 am to 5:00 PM. These hours may be shortened or lengthened with the approval of the City of Renton Department of Public Works. Typically, construction of this nature will occur during the daytime hours, 5 days a week. PROPOSED HAULING/TRANSPORTATION ROUTES The earthwork anticipated on this project encompasses excavation of roadway right of way and filling portion of internal road. The earthwork does not present a balanced condition. All vegetation including small caliber trees have been removed from the site in conjunction with a Demolition Permit. The hauling and transportation routes will be mainly via NW 2nd Place and Maple Avenue NW. The hauling will be limited to excavated access material and new material to be used for construction of the plat improvements. The developers do not anticipate exporting of dirt from the site. CONSTRUCTION MITIGATION Construction equipment used on this site will be typical backhoes, a small CAT and grader, and roller. These equipment will be used in accordance with the City of Renton requirements. The measures to be implemented during construction to minimize dust, traffic and transportation impacts, mud, noise, etc. will be adhered to the mitigating measures proposed under the SEPA requirements. Erosion control measures will be implemented during construction, such as silt fences, temporary ditches and ponds. Detail erosion plans will be prepared showing control facilities. LiEVELOPMEN i Et CITY OF RENTG&J FEB 1 ? 1999 PE PIVEr) • CITY OF RENTON ENVIRONMENTAL CHECKLIST A. BACKGROUND 1. NAME OF PROPOSED PROJECT, IF APPLICABLE: City View Short Plat 2. NAME OF APPLICANT Cambridge Homes NW Inc. 3. ADDRESS AND PHONE NUMBER OF APPLICANT AND CONTACT PERSON: Applicant Mr. Gerald Rieker 11017 101st Place NE Kirkland, WA 98033 (206) 300-5911 Agent: Mr. Tom Touma Touma Engineers 6632 South 191st Place, Suite E-102 Kent, Washington 98032 (425) 251-0665 4. DATE CHECKLIST PREPARED: rO�I�Jrp �q y RFti ON"NG December 28, 1998 (Revised April 13, 1999) O J 1Q9 � 9 5. AGENCY REQUESTING CHECKLIST: 4� O City of Renton 6. PROPOSED TIMING OR SCHEDULE (INCLUDING PHASING, IF APPLICABLE) : Construction of the proposed project will begin as soon as all necessary Permits and approvals are received from the City and other governmental Agencies. The project will be developed under one phase. 7. DO YOU HAVE ANY PLANS FOR FUTURE ADDITIONS, EXPANSION OR FURTHER ACTIVITY RELATED TO OR CONNECTED WITH THIS PROPOSAL? IF YES, EXPLAIN. No. 8. LIST ANY ENVIRONMENTAL INFORMATION YOU KNOW ABOUT THAT HAS BEEN PREPARED, OR WILL BE PREPARED, DIRECTLY RELATED TO THIS PROJECT: Geotechnical studies. Copies of these reports are made a part of this checklist. Lot Line Boundary Adjustment affecting this parcel and adjacent parcel situated east. Page 1 of 12 9. DO YOU KNOW WHETHER APPLICATIONS ARE PENDING FOR GOVERNMENTAL APPROVALS OF OTHER PROPOSALS DIRECTLY AFFECTING THE PROPERTY COVERED BY THIS PROJECT? IF YES, EXPLAIN. No. 10. LIST ANY GOVERNMENT APPROVALS OR PERMITS THAT WILL BE NEEDED FOR YOUR PROPOSAL, IF KNOWN: City of Renton Development Services Division Environmental Review Preliminary and Final Short Plat approval Streets, storm, water and sewer improvements plans approval 11. GIVE BRIEF, COMPLETE DESCRIPTION OF YOUR PROPOSAL, INCLUDING THE PROPOSED USES AND THE SIZE OF THE PROJECT AND SITE. The proposal is to subdivide approximately 1.3 acres of land into 8 lots suitable for single-family residences. Short Plat improvements will consist of streets, storm drainage system with retention facilities to control runoff from the Site at a rate equal to existing flow conditions. Water and sewer system will be included, also a complete underground utilities and lighting. Access to the proposed development will be from NW 2nd Place and Lind Avenue NW from the northeast of the site. 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 OF IF KNOWN. IF A PROPOSAL WOULD OCCUR OVER A RANGE OF AREA, PROVIDE THE RANGE OR BOUNDARIES OF THE SITE. 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 AR NOT REQUIRED TO DUPLICATE MAPS OR DETAILED PLANS SUBMITTED WITH ANY PERMIT APPLICATION RELATED TO THIS CHECKLIST. The proposed project is located in the northwest end of town. Bounded on the north by the extension of NW 2nd Place. Bounded on the east by the extension of Lind Avenue NW. Bounded on the west by vacated portion of Stevens Avenue NW. Bounded on the east by undeveloped single family lots. The site is located in Section 18, Township 23 North, Range 5 East, W.M. , in the City of Renton, State of Washington. B. ENVIRONMENTAL ELEMENTS: 1. EARTH a. GENERAL DESCRIPTION OF THE SITE: Hilly, Steep Slopes, Mountainous b. WHAT IS THE STEEPEST SLOPE ON THE SITE? The steepest slope on the site exceeds 40 percent slopes along the west side of the property in the vicinity of proposed lots 3 and 4. A smaller area was depicted along the southeast corner of the site that has slopes steeper than 40 percent within the proposed lot 7. The larger steep area adjacent to lots 3 and 4 Page 2 of 12 has been identified as A Native Growth Protection Easement (NGPE) under a separate Tract "A" . The smaller area within lot 7 is designated as NGPE with a minimum of 15 feet setback from the easement line. c. WHAT GENERAL TYPES OF SOILS ARE FOUND ON THE SITE? IF YOU KNOW THE CLASSIFICATIONS OF AGRICULTURAL SOILS, SPECIFY THEM AND NOTE ANY PRIME FARMLAND. According to the USDA Soil Conservation Service's King County Soil Survey, the soil on the site is classified as Beausite (Be) soil. A soil report was prepared in 1978 by Hart Growser for the site, a copy of which is attached to this checklist. d. ARE THERE SURFACE INDICATIONS OF A HISTORY OF UNSTABLE SOIL IN THE IMMEDIATE VICINITY? IF SO, DESCRIBE. The steep slopes are subject to superficial failures, but generally stable. Refer to attached soil studies performed for the site. e. DESCRIBE THE PURPOSE, TYPE AND APPROXIMATE QUANTITIES OF ANY FILLING OR GRADING PROPOSED. INDICATE SOURCE OF FILL. The proposed site will be designed to follow the natural terrain to the maximum extent feasible. The basic topographic features will not be altered by the proposed project. Majority of the grading for the site is done in conjunction with a demolition permit secured by the owners to remove existing foundations and fill areas where existing foundations were constructed. It is estimated approximately 1480 C.Y. of material will be graded for the road construction and building pads. Majority of the excavated material will place on the lower lots 5, 6,and 7. f. COULD EROSION OCCUR AS A RESULT OF CLEARING, CONSTRUCTION OR USE? IF SO, GENERALLY DESCRIBE. There will be a temporary water erosion resulting from clearing and grading for roadway. This will be mitigated by proper I construction of temporary erosion and sedimentation control facilities. g. ABOUT WHAT PERCENT OF THE SITE WILL BE COVERED WITH IMPERVIOUS SURFACES AFTER PROJECT CONSTRUCTION? 18%-21% of the site area will be covered with impervious surfaces consisting of paved streets, roofs and driveways to serve the individual home. h. PROPOSED MEASURES TO REDUCE OR CONTROL EROSION, OR OTHER IMPACTS TO THE EARTH, IF ANY. An approved temporary erosion and sedimentation control plan will be implemented during construction of the short plat improvements. This plan will include typical use of fabric fences, temporary ponds or other drainage features to mitigate potential erosion. Page 3 of 12 2. AIR A. WHAT TYPES OF EMISSIONS TO THE AIR WOULD RESULT FROM THE PROPOSAL DURING CONSTRUCTION AND WHEN THE PROJECT IS COMPLETED? IF ANY, GENERALLY DESCRIBE AND GIVE APPROXIMATE QUANTITIES IS KNOWN. Ultimately there will be 8 single-family residents on the Site. Approximately 80 automobiles will be associated with this development. These emissions will be controlled by present U.S. Environmental Protection Agency emission control regulations. Heating will be primarily by natural gas or electricity. Some of the homes may have fireplaces. These items may contribute smoke, particulate matter and heat to the ambient air. Temporary deterioration will occur during construction due to dust, exhaust emission and smoke from trash burning. These items will be mitigated by sprinkling of streets for dust control, placing required pollutant control devices on equipment and minimal burning. B. ARE THERE ANY OFF-SITE SOURCES OF EMISSIONS OR ODOR THAT MAY AFFECT YOUR PROPOSAL? IF SO, GENERALLY DESCRIBE. During construction, objectionable odors may be encountered with the uncovering of decaying vegetation, street paving and exhaust emissions. C. PROPOSED MEASURES TO REDUCE OR CONTROL EMISSIONS OR OTHER IMPACTS TO AIR, IF ANY: Air emissions noted above may contribute to changes in the air quality in the immediate proximity of the project. 3. WATER A. SURFACE 1) IS THERE ANY SURFACE WATER BODY ON OR IN THE IMMEDIATE VICINITY OF THE SITE? IF YES, DESCRIBE TYPE AND PROVIDE NAMES. IF APPROPRIATE, STATE WHAT STREAM OR RIVER IT FLOWS INTO. No. 2) WILL THE PROJECT REQUIRE ANY WORK OVER, IN OR ADJACENT TO (WITHIN 200 FEET) THE DESCRIBED WATERS? IF YES, DESCRIBE AND ATTACH AVAILABLE PLANS. No. 3) ESTIMATE THE AMOUNT OF FILL AND DREDGE MATERIAL THAT WOULD BE PLACED IN OR REMOVED FROM SURFACE WATER OR WETLANDS AND INDICATE THE AREA OF THE SITE THAT WOULD BE AFFECTED. INDICATE THE SOURCE OF FILL MATERIAL. None Page 4 of 12 4) WILL THE PROPOSAL REQUIRE SURFACE WATER WITHDRAWALS OR DIVERSIONS? GIVE GENERAL DESCRIPTION, PURPOSE AND APPROXIMATE QUANTITIES, IF KNOWN. No 5) DOES THE PROPOSAL LIE WITHIN A 100-YEAR FLOODPLAIN? IF SO, NOTE LOCATION ON THE SITE PLAN. No 6) DOES THE PROPOSAL INVOLVE ANY DISCHARGES OF WASTE MATERIALS TO SURFACE WATERS? IF SO, DESCRIBE THE TYPE OF WASTE AND ANTICIPATED VOLUMES OF DISCHARGE. No B. GROUND 1) WILL GROUND WATER BE WITHDRAWN, OR WILL WATER BE DISCHARGED TO GROUND WATERS? GIVE GENERAL DESCRIPTIONS 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. DESCRIBE THE GENERAL SIZE OF THE SYSTEM, THE NUMBER OF SUCH SYSTEMS, THE NUMBER OF HOUSES TO BE SERVED OR THE NUMBER OF ANIMALS OR HUMANS THE SYSTEM(S) ARE EXPECTED TO SERVE. None C. WATER RUNOFF 1) DESCRIBE THE SOURCE OF RUNOFF (INCLUDING STORM WATER) AND METHOD OF COLLECTION AND DISPOSAL, IF ANY. WHERE WILL THIS WATER FLOW? WILL THIS WATER FLOW INTO OTHER WATERS? IF SO, DESCRIBE. The drainage from the subject property drains as sheet flow from northwest to southeast across the site. Thence the flow is directed toward NW 2"d Street road ditches along the north side of the street. From this point the flow is picked up by underground culverts in Taylor Avenue NW, approximately 650 feet from the site, which directs the flow into existing storm system situated in Rainier Avenue North. Thence the flow is directed into a concrete box culvert along the west side of Renton Airport conveying the water into Lake Washington over a mile from the site. 2) COULD WASTE MATERIAL ENTER GROUND OR SURFACE WATERS? IF SO, GENERALLY DESCRIBE. As in common with urban development, surface water quality will be reduced as urban pollutants (oil, grease, lawn fertilizer, heavy metals) enter surface and ground water more frequently after development. Page 5 of 12 Ground water quality and quantity will also be affected by this development. As pollutants leach into the soil, the quality will be affected. The quantity of ground water will be reduced as the area of impervious surface increase. However, this will not be a significant problem as the Site does not contribute to public water supplies. D. PROPOSED MEASURES TO REDUCE OR CONTROL SURFACE, GROUND AND RUNOFF WATER IMPACTS, IF ANY: Temporary erosion/sedimentation control will be employed during construction to intercept all potential silt laden runoff prior to discharging into natural flow area. This control will remain in effect until the ground cover is re-established and the possibility of erosion is reduced to existing conditions. 4. PLANTS A. CHECK TYPES OF VEGETATION FOUND ON THE SITE: -X- deciduous trees: alder, maple, aspen. other evergreen trees: fir, cedar, pine. other -X- shrubs -X- grass -X- pasture crop or grain wet soil plants: cattail, buttercup, bulrush, skunk cabbage. other water plants: water lily, eelgrass, millfoil. other other types of vegetation B. WHAT KIND AND AMOUNT OF VEGETATION WILL BE REMOVED OR ALTERED? Majority of the site has been cleared in conjunction with a demolition permit was issued by the City to remove existing concrete foundation. Small area along the southeast portion of the site has short vegetation. One or two mature trees observed on the site. C. LIST THREATENED OR ENDANGERED SPECIES KNOWN TO BE ON OR NEAR THE SITE. There are no known unique, rare or endangered species of flora on the Site. D. PROPOSED LANDSCAPING, USE OF NATIVE PLANTS OR OTHER MEASURES TO PRESERVE OR ENHANCE VEGETATION ON THE SITE, IF ANY: Graded areas around future homes will replanted with grass, shrubs and trees common to similar residential developments. 5. ANIMALS A. CIRCLE ANY BIRDS AND ANIMALS WHICH HAVE BEEN OBSERVED ON OR NEAR THE SITE OR ARE KNOWN TO BE ON OR NEAR THE SITE: birds: songbirds mammals: small mammals fish: n/a Page 6 of 12 B. LIST ANY THREATENED OR ENDANGERED SPECIES KNOWN TO BE ON OR NEAR THE SITE. None C. IS THE SITE PART OF A MIGRATION ROUTE? IF SO, EXPLAIN. The site is not known to be a part of migration route. D. PROPOSED MEASURES TO PRESERVE OR ENHANCE WILDLIFE, IF ANY: None 6. ENERGY AND NATURAL RESOURCES A. WHAT KINDS OF ENERGY WILL BE USED TO MEET THE COMPLETED PROJECT'S ENERGY NEEDS? DESCRIBE WHETHER IT WILL BE USED FOR HEATING, MANUFACTURING, ETC. Electricity and natural gas to meet the energy needs will serve the site. B. WOULD YOUR PROJECT AFFECT THE POTENTIAL USE OF SOLAR ENERGY BY ADJACENT PROPERTIES? IF SO, GENERALLY DESCRIBE. No C. WHAT KINDS OF ENERGY CONSERVATION FEATURES ARE INCLUDED IN THE PLANS OF THIS PROPOSAL? LIST OTHER PROPOSED MEASURES TO REDUCE OR CONTROL ENERGY IMPACTS, IF ANY: Building codes for residential development and construction will be implemented, and energy conservation material will be encouraged. 7. ENVIRONMENTAL HEALTH A. ARE THERE ANY ENVIRONMENTAL HEALTH HAZARDS, INCLUDING EXPOSURE TO TOXIC CHEMICALS, RISK OF FIRE AND EXPLOSION, SPILL, OR HAZARDOUS WASTE, THAT COULD OCCUR AS A RESULT OF THIS PROPOSAL? IF SO, DESCRIBE. No. 1) DESCRIBE SPECIAL EMERGENCY SERVICES THAT MIGHT BE REQUIRED. N/A 2) PROPOSE MEASURES TO REDUCE OR CONTROL ENVIRONMENTAL HEALTH HAZARDS, IF ANY: N/A B. NOISE 1) WHAT TYPES OF NOISE EXIST IN THE AREA WHICH MAY AFFECT YOUR PROJECT? The most frequent source of noise on the site is vehicular traffic originating from NW 2"d Place and Lind Avenue NW situated along the northeast corner of the site. Page 7 of 12 2) WHAT TYPE AND LEVELS OF NOISE WOULD BE CREATED BY OR ASSOCIATED WITH THE PROJECT ON A SHORT-TERM OR A LONG-TERM BASIS? INDICATE WHAT HOURS NOISE WOULD COME FROM THE SITE. Construction activities on the site will temporarily increase the noise levels. The completed project would result in a slight increase in ambient noise levels in the vicinity. Limited construction activities on site to daylight hours during weekdays only. 3) PROPOSED MEASURES TO REDUCE OR CONTROL NOISE IMPACTS, IF ANY. No unusual noise levels will be anticipated. 8. LAND AND SHORELINE USES A. WHAT IS THE CURRENT USE OF THE SITE AND ADJACENT PROPERTIES? The site is currently vacant. B. HAS THE SITE BEEN USED FOR AGRICULTURE? IF SO, DESCRIBE. No C. DESCRIBE ANY STRUCTURES ON THE SITE. There are currently no structures on the site. D. WILL ANY STRUCTURES BE DEMOLISHED? IF SO, WHAT? No, however, the applicant secured a demolition permit from the City to removed existing concrete foundation built on the site. E. WHAT IS THE CURRENT ZONING CLASSIFICATION OF THE SITE? R-8 F. WHAT IS THE CURRENT COMPREHENSIVE PLAN DESIGNATION OF THE SITE. The City Comprehensive Plan designates the site as single family with maximum of 8 units per acre. G. IF APPLICABLE, WHAT IS THE CURRENT SHORELINE MASTER PROGRAM DESIGNATION OF THE SITE? N/A H. HAS ANY PART OF THE SITE BEEN CLASSIFIED AS AN "ENVIRONMENTALLY SENSITIVE " AREA, IF SO, SPECIFY. Steep slopes of 40 percent and greater observed along the westerly portion of the property, adjacent to the proposed Lots 3 and 4, may be considered as "Environmental Sensitive" . The steep areas were separated Page 8 of 12 from the rest of the site and designated as a Native Growth Protection Easement. Extensive geological studies were prepared for this site in conjunction with a previous multi-family development. Building setbacks will be observed from NGPE limits as depicted on the revised short plat drawing I. APPROXIMATELY HOW MANY PEOPLE WOULD RESIDE OR WORK IN THE COMPLETED PROJECT? The development of 8 lots will increase the population to approximately 16-18 people. J. APPROXIMATELY HOW MANY PEOPLE WOULD THE COMPLETED PROJECT DISPLACE? None K. PROPOSED MEASURES TO AVOID OR REDUCE DISPLACEMENT IMPACTS, IF ANY: N/A L. PROPOSED MEASURES TO ENSURE THE PROPOSAL IS COMPATIBLE WITH EXISTING AND PROJECTED LAND USES AND PLANS, IF ANY: The project is compatible with existing land uses and the proposed lots are consistent with current zoning. 9. HOUSING A. APPROXIMATELY HOW MANY UNITS WOULD BE PROVIDED, IF ANY? INDICATE WHETHER HIGH, MIDDLE OR LOW-INCOME HOUSING. Nine new single family homes will be built for a middle income housing. B. APPROXIMATELY HOW MANY UNITS, IF ANY, WOULD BE ELIMINATED? INDICATE WHETHER HIGH, MIDDLE, OR LOW-INCOME HOUSING. None C. PROPOSED MEASURES TO REDUCE OR CONTROL HOUSING IMPACTS, IF ANY: None 10. AESTHETICS A. WHAT IS THE TALLEST HEIGHT OF ANY PROPOSED STRUCTURE(S) , NOT INCLUDING ANTENNAS? WHAT IS THE PRINCIPAL EXTERIOR BUILDING MATERIAL(S) PROPOSED? Nine single-family homes will be built. Height limitation will conform to the City building codes. B. WHAT VIEWS IN THE IMMEDIATE VICINITY WOULD BE ALTERED OR OBSTRUCTED? None C. PROPOSED MEASURES TO REDUCE OR CONTROL AESTHETIC IMPACTS, IF ANY: None Page 9 of 12 11. LIGHT AND GLARE A. WHAT TYPE OF LIGHT OR GLARE WILL THE PROPOSAL PRODUCE? WHAT TIME OF DAY WOULD IT MAINLY OCCUR? Street, homes, automobiles and yard lights will increase light and glare in the area upon completion of the project. Illumination would occur during night time. B. COULD LIGHT OR GLARE FROM THE FINISHED PROJECT BE A SAFETY HAZARD OR INTERFERE WITH VIEWS? No C. WHAT EXISTING OFF-SITE SOURCES OF LIGHT OR GLARE MAY AFFECT YOU PROPOSAL. None 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? North River Drive is within a quarter of a mile from the site. B. WOULD THE PROPOSED PROJECT DISPLACE ANY EXISTING RECREATIONAL USES? IF SO, DESCRIBE. No C. PROPOSED MEASURES TO REDUCE OR CONTROL IMPACTS ON RECREATION, INCLUDING RECREATION OPPORTUNITIES TO BE PROVIDED BY THE PROJECT OR APPLICANT, IF ANY: None 13. HISTORIC AND CULTURAL PRESERVATION A. ARE THEY 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. No Page 10 of 12 B. GENERALLY DESCRIBE ANY LANDMARKS OR EVIDENCE OF HISTORIC, ARCHAEOLOGICAL, SCIENTIFIC OR CULTURAL IMPORTANCE KNOWN TO BE ON OR NEXT TO THE SITE. None C. PROPOSED MEASURES TO REDUCE OR CONTROL IMPACTS, IF ANY: N/A 14. TRANSPORTATION A. IDENTIFY PUBLIC STREET AND HIGHWAYS SERVING THE SITE, AND DESCRIBE PROPOSED ACCESS TO THE EXISTING STREET SYSTEM. SHOW ON SITE PLANS, IF ANY: New internal streets will be constructed with street improvements to serve the plat. The street will be built in accordance with the City's street standards, and will be dedicated to the City upon completion. The access to the site will be from NW 2nd Place. B. IS SITE CURRENTLY SERVED BY PUBLIC TRANSIT? IF NOT, WHAT IS THE APPROXIMATE DISTANCE TO THE NEAREST TRANSIT STOP. Metro Buses 106-245 serve the area at Renton Avenue South. Other Metro Bus 107 serves the area at Rainier Avenue North. Both bus serves are within few blocks from the site. C. HOW MANY PARKING SPACES WOULD THE COMPLETED PROJECT HAVE? HOW MANY WOULD IT ELIMINATE? On-site parking will be provided as each lot is developed. D. WILL THE PROPOSAL REQUIRE ANY NEW ROADS OR STREETS, OR IMPROVEMENTS TO EXISTING ROADS OR STREETS, NOT INCLUDING DRIVEWAYS? IF SO, GENERALLY DESCRIBE. New street will be constructed with all improvements to serve the plat. The street will be built in accordance with the City of Renton Street Standards, and will be dedicated to the City upon completion. E. WILL THE PROJECT USE WATER, RAIL OR AIR TRANSPORTATION? IF SO, GENERALLY DESCRIBE. No. F. HOW MANY VEHICULAR TRIPS PER DAY WOULD BE GENERATED BY THE COMPLETED PROJECT? IF KNOWN, INDICATE WHEN PEAK VOLUMES WOULD OCCUR. Assuming 10 ADT per single family dwelling, the project will generate approximately 80 trips per day based on peak hour volumes. The peak volumes will occur during the morning and afternoon commuting hours G. PROPOSED MEASURES TO REDUCE OR CONTROL TRANSPORTATION IMPACTS, IF ANY: None. Traffic condition on adjacent street is operating at adequate level. Page 11 of 12 15. PUBLIC SERVICES A. WOULD THE PROJECT RESULT IN AN INCREASED NEED FOR PUBLIC SERVICES? IF SO, GENERALLY DESCRIBE. The addition of nine new residences will be insignificant on existing public services. B. PROPOSED MEASURES TO REDUCE OR CONTROL DIRECT IMPACTS ON PUBLIC SERVICES, IF ANY: None 16. UTILITIES A. INDICATE UTILITIES CURRENTLY AVAILABLE AT THE SITE: Electricity, natural gas, water, sanitary sewer, refuse service, telephone. 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. Power & Telephone are available to the Site from adjacent road serving the Site. Puget Sound Energy will provide services to the Site. Telephone services to the project Site will be provided by US West Communication. The water and sanitary sewer systems will be provided by the developer for the Site. These systems will be built according to the City of Renton standards and specifications. A storm water drainage system, including detention facilities, will be constructed as required by the City of Renton. Surface water will be designed in accordance with 1990 King County Surface Water Manual. C. SIGNATURE The above answers are true and complete to the best my knowledge. I understand that the lead agency is relying on them to make its jkd ision Agen for the Applicant//Date Submitted 6//, '"' Page 12 of 12 1111,2811..111:181211112,eityofiRentonizgagessosionslig ! DEIITY WORKSHEET Lc,/ syp 1. Gross area property: 1. W, 0 7/ square feet 2. Certain areas are excluded from the calculation. These include public roadways and sensitive areas*. Total excluded area: 2. /Jr/It") square feet 3. Subtract line 2 from line 1 for net area (or total of lot areas): 3. 4'2, 97/ square feet 4. Divide line 3 by 43,560 for net acreage: 4. /sZ acres 5. Number of dwelling units (d.u.) planned: 5. 9 units 6. Divide line 5 by line 4 for net density: 6. 5 d.u./acre lots would result in a net density of 5.)7 dwelling units per acre. * Sensitive areas are defined as "areas not suitable for development which are included within the City's greenbelt, geologically hazardous, wetlands, or flood plain regulations." (City Code Section 4-31-2: Definitions ,JEVELOPMI".: CITY OF RENTON F EE B 1 1999 DENSITY.DOC RECEIVE _) _MAR —. 9 — 9 9 T U E 9 = 10 T O U M A _ 0 2 • • H IRTCROWSW Hart Crowser,Inc. 1910 fairviewAvenue East • Seattle,Washington 98102.3699 FAX 206.328 5581 206 324 9530 Earth and Environmental Technologies DEVELOPMENT PLANNING CITY°F RENTON J-667-01 MAR 0 q 1999 RECEIVED November 15, 1990 Mr. Richard W. Wells Banyan Properties, Inc. P.O. Box 112428 • Tacoma, WA 98411 Re: Geotechnical Considerations Proposed City View Estates Renton, Washington • Dear Mr. Wells: This letter is written to advise you of the applicability of our past geotechnical work at the referenced site to the currently planned development. • In September 1978, Hart Crowser prepared a Soils Report entitled "Preliminary Soils and Foundation Engineering Study, Lakeview Towers Condominium Complex, NW Second Place and Lind Avenue NW, Renton, Washington." The project for which that report was prepared consisted of a series of four 3- to 6- story condominium structures located on the same site as the planned City View Estates. Subsurface conditions at the site consist of a variable thickness of dense glacial till overlying Andesite bedrock. The thickness of the till overburden ranges from four Seattle • Tacoma • Richland • Anchorage • Portland • San Franchco MAR -- 9 - 99 TUE 9 : 1 0 TOUMA P _ 03 1117 11111 -----Banyan Properties, Inc. J-667-01 November 15, 1990 Page 2 feet to greater than 10 feet. The upper portion of the till is weathered and therefore less dense than the underlying unweathered till. In our opinion, the site soils are suitable for support of the proposed residential structures using shallow spread footing foundations and slabs-on-grade. It is also our opinion that, barring any site grading or disturbance since the preparation of our report, site soil conditions should be essentially the same as originally encountered. As our original study was intended as a preliminary study, additional analyses will be _ necessary to finalize the information and to "tailor" the information to the currently planned project. Depending on the magnitude of site grading required, additional explorations may be required to develop more information. Once grading plans have been developed, we recommend that we be consulted to prepare an appropriate scope for final design. We trust that this provides you with the necessary information. Should you have any questions or need any further assistance, please call at your convenience. Sincerely, HART CROWSER, INC. • GARR E. 1rLORYITZ, P. Principal Geotechnical Engineer 1 A 1�ARICRO ��,.WSER Nat?Crowse;Inc 1910 Fairv►ewAvr_nue East Seattle Washington 98102-3699 Fax 206.328.5581 Tel 206.124.9530 Earth arid Environmental Technologies wwwheritrowsercom liC1 LOPr cNT CITY OF PL/1 kLi TON FEB 1 7 129 J•667.03 RECEIVED January 26, 1999 Mr,Jeff Recker Cambridge Hordes Northwest 11017 101st Place NE Kirkland, Washington 98033 Re: City View Homes Renton,Washington Dear Jeff; This letter presents our opinion as to whether the geotechnical site conditions at the above referenced project site differ substantially from those that existed at the time of our most recent report C1991). Our geotechnical engineering scope of services consisted of reviewing our existing reports, visiting the site, and preparing this letter. In 1991, Hart Crowser completed a geotechnical engineering design report for Banyan Properties, under vur job number 667-02, chat report addressed the design and construction of 12 lots on the site that were to include single family homes. Prior to that, Hart Crowser completed a report In 1970 that addressed design and construction of multi-unit condominiums on the property. On January 20, 1999, a Hart Crowser engineer visited the site to assess whether the subsurface conditions may have changed since our explorations and reports. At the time of our visit, Hart Crowser observed that all vegetation had been stripped and the site had been regraded. i tart Crowser was informed by you that the dense bearing soil was generally 1 to 2 feet below the present ground surface, Seat*•Anchorage•Portland•Long stead,•Denver•Chicago•lerseyC;ry Cambridge Homes NOrthwest J-667-03 January 26, 1999 Page 2 In addition to the regrading, Hart Crowser observed water flowing across the center of the site that appeared to be a result of temporary construction grading and surface water control. You informed us that this water was a result of a broken waterline at the top of the hill combined with groundwater seepage. We understand that you are aware of the flow in both the winter and summer months and are considering this in the design of the project. Based on our site visit and review of existing reports, in our opinion the site soil conditions de not differ substantially from those that existed at the time of our 1991 report. We trust this letter meets your needs. Please call if you have any •uestions or if we can be of further assistance. 'b • �r • j'V9 _ Sincerely, , HART CROWSFR, INC. "' r 2864 I WIRES 494— ./.442,2,ead !LIANA ALVARADO J.JEFFREY WAGNER. PE Senior Staff Ceotechnical Engineer Principal 66 743/Ca mb►idg a ho m b(reel d oc STORM DRAINAGE REPORT FOR City View Short Plat RENTON, WASHINGTON C/7y V kEN oNy r'G FEB 1 1999 PREPARED BY RCiv FD TOUMA ENGINEERS 6632 SOUTH 191ST PLACE, E102 KENT, WA. 98032 (425) 251-0665 J1•�JF‘ H. 1p �O Hof WASN, tip , -o Ip r� 9470 <V EXf'IRis 6/22q I. PROJECT OVERVIEW This project involves about 1.91 acres of site (after Lot Line Adjustment is approved) situated in the southeast quarter of Section 18 Township 23 North, Range 5 East W. M. The proposal is to create 9 lots, "Fill in" subdivision on this property. The adjacent streets have 12'to 14' of paving with dirt shoulders on both sides of the streets. The site was recently cleared from vegetation except for scattered short grass cover over northwest portion of the property. The proposed plat lies southwest of NW 2nd Place and Lind Avenue NW. The soils on the site are composed of Beausite (BeC) gravelly sandy loam per the King County Soil Survey (map enclosed). The soil is characterized as well-drained soil that underlying by sandstone at depth of 20 to 40 inches. The site is steep for most of the area. The slope is oriented from northwest to the southeast directing sheet flows to NW 2na Street. The flows along NW 2ndh Street is directed east via open ditches which eventually directs the flow to storm facilities in Taylor Avenue NW. The flow is then directed into Renton Avenue Storm system,thence into a storm culvert along the west side of Renton Airport and eventually into Lake Washington. II. PRELIMINARY CONDITIONS SUMMARY CORE REQUIREMENTS 1-5 CORE REQUIREMENT#1: DISCHARGE AT NATURAL LOCATION The allowable outflows from the site will be discharged to its natural locations and not rerouted to other drainage basins. CORE REQUIREMENT#2: OFF-SITE ANALYSIS A level one downstream analysis is a portion of this report. See the analysis later in this report below. CORE REQUIREMENT#3: RUNOFF CONTROL The increased peak runoff, due to any change in pervious conditions and increase of impervious areas,will be attenuated using peak rate runoff control devices. These will include orifice control and runoff volume storage. CORE REQUIREMENT#4: CONVEYANCE SYSTEM The conveyance system will be designed using the rational method. The drainage system will be designed to the City of Renton standards and specifications. The drainage runoff will be calculated using the King County modified rational method. The pipe system will be designed to handle a minimum 25-year storm. Then the system will be checked with a 100-year design situation to discover any overtopping situations. CORE REQUIREMENT#5: EROSION/SEDIMENTATION CONTROL PLAN The erosion control plan will be designed using the King County storm manual. A series of sediment traps are anticipated at various locations. These will be situated and constructed to minimize any impact to downstream or offsite areas. — 1 SPECIAL REQUIREMENTS: THOSE APPLICABLE TO PROJECT 1. Critical Drainage Area - N/A 2. Compliance with existing Master Drainage Plan - N/A 3. Conditions Requiring Master Drainage Plan - N/A 4.Adopted Basin or Community Plans- N/A 5. Special Water Quality Controls—N/A 6. Coalescing Plate Oil/Water Separators-May be required to provide water quality mitigation. 7. Closed Depressions- N/A 8. Use of Lakes, Wetlands, or Depressions for Detention- N/A 9. Delineation of 100 Year Flood Plain - N/A 10. Flood Protection for Type 1 and 2 Streams- N/A 11. Geotechnical Analysis and Report -A geotechnical report is enclosed 12. Soils Analysis and Report -Refer to geotechnical report III.OFF-SITE ANALYSIS CORE REQUIREMENT#2: OFF-SITE ANALYSIS LEVEL 1 ANALYSIS A: UPSTREAM ANALYSIS This proposed plat would have small runoff entering from offsite on the West Side. The accompanying offsite sketch illustrates the estimated basin boundaries.These drainage basins were generating runoff that sheet flows across the property. The offsite runoff will be intercepted and directed in a new bypass storm drain system to Taylor Avenue NW existing facilities. B: DOWNSTREAM ANALYSIS The surface drainage from the site flows in an easterly direction. We did not note any concentrated flows leaving the easterly portion of the site. The drainage from the upstream basins and the site sheet flows to shallow open ditches along NW 2nd Street. The existing conveyance system is made of 12-inch concrete pipe and catch basins. Runoff is directed to the east side of Taylor Avenue NW via a 12-inch pipe. The system joins a 42-inch and 48-inch culvert situated under the church parking facilities. The drainage from the site sheet flows southeasterly to open ditches along NW 2nd Street. The flow is directed to existing storm facilities in Renton Avenue Extension. Thence it conveys the storm water to Rainier Avenue North.Thence it is directed into a concrete box culvert along the west side of Renton Airport,which conveys the flow into Lake Washington over a mile from the site. — 2 IV. RETENTION/DETENTION ANALYSIS AND DESIGN The drainage from the site was described above in the "Downstream analysis"section. The detention for the site will be implemented during the design of the plat improvements. .22Ac. "' ^'"1' JOHN THOMSON +. o L4.24B `I IOA,. i, I1:2 r e -- -np '+ ' g620 4 'a'�7 1'V � -t.7d 51 Ea CiUer _ ` s. 5 e 7 tc.ZW rr11((jjlljj .., M BA.ER _.. k 2.GSAc N , -�J • D c` i. a , ,1 I a • .. r tle 3c ® ; r+ E_3 �.re. -360 ; .^, o \ 36 o +'' U I 3sr �< !: ii r z_ r I .. .�S�1:830 e� 7$Ac' �� t' :, It 10 \� 7S l i L+ i s -r___ L^'I ,,, t�7( „ ai wi t O4 � 7N'W* 3RDs rc)03 . r T.T ® Q '�i I -- c ��'� 2 � ;� 4 3 I i 3_= fit: Ow 45 �. I '� tLF ITL9'...�LL192171186 rL lap'.tr i bsx l It3 S ,8 Z , / '1 13_ ..ST` iv RD_ iST. 4 "o V- x6 13 24 0 A"„-o- \iLr 452 2 -fa�:'$ID 6�•';j �, _r i•o0o p $' J 5 Q r e�v naea 4 Y i`v Ot, :4 S? A �, �. Qv.' IO57Ac I�'.�y.•,)� j m s RI 23 g`g -- -+ = ��/—r° +a ' _sat i T�'z _ �l u� • b `' It ; ♦ .- w aEvAL.r. LYro NIY.W a~N, 7 !_ i====�:L M °y s • 4 I 3. --� —�--r— y I , ., W r3 RD a.E. �',( , •ST. s ? !� ijj o3aAc :.,..4.01:., , a, v 22 $ a" 4j < I- Q _1_- C• /,2FE;; tl W ezc.no z: c, IA ^ JLa Q 4� ' > I try 3 d ,-6J4 �(� 9 laj nG_ __ r Q :44.)/C:1;:.:::_:- �•�• 3:f - 21 xxS• -_ sIVN_T�JIJ1Q ':y 4.�V . �,' GEF � 17 _� .. ,. -� ® 87G CC \DAM ,I _ 7r ^ '' �'s6 ., a. ® 20..0 i 56 I ', x' ° t�1 y O 97 AC ) � 18 11111-r-Cn T- �- ,1�• ::] ,: � `=G I:' � � RwaI Lluc.�rili II ;;/ sN.W. 2ND $ - i zass \� .% T I $ :022 'iE�.►� �� ` � •(, / oc ,ce T ,‘/ .:x � -•e'er -: � t 5 ._ �i• I CC ti� 77l � �, 111 a h I` lANO SS Al, Y a x ._Ell J .- sr,r -V?? , 4 2 tri 59 17(.1.4.2.4c. 1. 1A:C. `'' 0 OfisAc ` e0 - `o i 01 t,e,t, �� `+°% I. o s' TL=" = — - NTON _ 411TD� a t21 �. b., �n \ C tm , 4 \ S. FJ132ND ST a - E.� r , 5 .e- e. :J u NW. 2ND c /� ! 57 J /~ ! O % o+orce Cl CI ! '4[\\ `\ al ® Are rti, Q \ ©p. I . -.:.- ‘ b't ' \ ,'\. A • . I' A i ; - '-- L.I.e. .; L-, . J ,,, ,.., :;%;_____ ___..c, , 3. 0 ftv- \ 4: \ 10 9 6..- -7 6 • o • - c 30 . . �•.30 NVII 1141 °� G -: 9 �p �� J `'1 IC7Q c• `,,, ,.-12 , , \\ ..-" -\ 13 .. .,, ,. \\_.1 ! . 8-ow i / ., w v •- • . z , 326E. •r-- g j ti , N ,a' :.12At (' r re T' :rc:ct' �` •....j , ' '4 ESL / .) -"u -I. �i`_xI'o ;� ` 9R:ERE b WEASUR a ? . . _ 13 t` c""'"`y.A , , . 1^ ,'11'y:i ri CIFIr i any ' x I�-.[/ _ : - -�__ i I''�'C , M cc W _ :� I �� rsri F.,r _ I . ).2S AG. • E. ` r ll! ' I I. I I 0,,,‘,404.f .:•;::'..• . ,s- ... ,. '`',:-..; . 1. 0 , 444 4, " ., I i ' _ , ':# '''\ 1. TIII frIt /AI 1)11 ij 0 • IJ,DO kiAoh ,1 ‘, 1 1, '\\\'�` ',I . I� 1 'r 1 i'lI!' ,1• ` ' '�� \` �1 !�'\ i 1 �, ' 1 7, ` 1 tm • ! I ' 1 i'N .: • �. tl 1i. '• . / I • 1 ' 1 - . :> . i. . 1t��1�1 , mrmunrr, ie.,, 't\\\';.\ , , „oli1f; 1\ �_- .. . .. ,,' -wipe ' \"1 " `\\ I\ .�l `\\ I / INE I r ,�v1 I' �� \� Ilt. , ' \ Plk 1 I o I I�,\ \\, �•,1¢�\� � �,� � 1 \ it 'r. �/ II�� ' I �'�' • \ 1 r'� • :may.. \. i \ �' J ir \ 1 / • `. 'lr q\ ;� 'I) \\,I Ili(I ," 1 11 " \ I lip] t\. .s:....:.:40f s\•\\ \ \\I IF i, I) s.: is ,..,,<-)( i, fT,, , 1. ,\ \ . ..3% ( i i II • \\\\▪ .._.- 7.N;.\.:. '' \\ .,\••, II\ 'Llf ‘),1111 ' l• ' . i ill,\ k • .,) , ,, ,,'; 61,0 . L , , J v.... •.l\` y� 1\ \ ` '! .� II (l' 1?;; ) Ijl.1,1k111111:t,1 \I i�1, i •4 t /_11 11 , ' �� , 1 � I s A. .,. i '. '• J ,1 i.; ) `'� '� f 11 '' 'I '/'','%r' '' ' ' II/! 1�; •\•, ,`,} j, i , , /` %.;I \ s AIll • ;i' ;c )_ 1f ,, , II, �; .•; 1 • ! l; (, ••. ! a' . \ •i . ; -I% ` 1 ,. .� I i i,., i. ' 1 \� 1 1 IL]. , I, (I. 1111 111 f Ir l i) '' ill '` ,.'.\'„• i,i ii. ,f 0 k . ../ II i. in !.. •• ••., ,, I I)• / l �' i• ) ..)( ,•,,. 'Ai • • i• - • ' i i 41 6 Ala i , i, ;l i 4 16. •• 111 ., 4 . rat ,t• i It ill Ili .1 4' i'.' 'f' ti7i I'' L. ,• .1 ,„ ..1.,.._. t .441 11 r .ifii raj •II �i • •� , i/'/ t-")., • . fir1 , ,I li �� •;,• 4 !,) I• i lj ice.• aftlik..-- iNiarp. ., ,./,.. 1 . - 1 , 0 ) ,, I • ',!./. n\ 1:: lil: pr'./. \-% j II 4. 1:144- • 1./., , •1 r 1 • c •'it( „sip rytt 1. i . 41t . . - . I • •I i ,, �. 1',,Ilk& 1 ;. ,.., i,,,,, i qvgl„,,,,ilif",,,,; ‘,•, ; 'I)/ r iji ';`,\ ., if •;;'if .1 '77 14 r �' 1 a •B w 1 1!' 1) q' {, I( i i V/ ., 'I 16i.c.:,..-- 4,w ;� —1 :\� 1 L. 1riorl,ed N c_n e i liii .� if (PP _-isvii)olditreliflii5irdrietatiriliti. vaisw..,..--' I 1a.o4; iliminv_.. - - ab , 16 i 6 . _ _ . ,..', /.... '..,././‘ !. J./ .‘,, ,•• ,.,,,-;-,'Irir f r v. im.1 a . ' / 12 1.4• :• ,",..'' '. -_://.;4://' , . ' ; . /t /4., #1$ i .... ./A, r`yr ,•/i .. j is / r ,r I , �,1__ �? '.. Jr 1 ' ��. ,r `. i'I 1 ! 11 i, *r/, 11 I/ li ° f: rfrj ., "4' i='r--,.��- ` •4' 1 `\ ..,.( ,, kw" r~' 1r 6.I t4'• \` ) �' 'II\ I � . y ; ItJCIJI;I'URI >H:1tVICE 41 Joins sheet 5 n SEATTLE(CITY P.O.)10 M1.12'30" 6 MI. TO INTERSTATE 90 ;kF � • ) 0 R.4 E. R.5 E. _ ,...,., � - ter a ---- -- --- � v.':,//..ry. ''fr:y.; ,:•:i. r f. Itn,i t 1, / y/ ; <:• :>;:: 4.1.,:,,MI.,,k141t I•11 - V' , •.•:\.;r•Sr` I({t1�F ® y �� I I R'I zir Irk�111b 1 , I, , ,,, ,` A KP •' • S•. i 1\ I r tiliCir It 1 \ illi :1 %;:....* 1 , I f 1d ( • %:<'t:E>:: :: p► ' AgC• .. M AgO n �� 1 I. to '. AR'D � � s1 :� I74'....--- 1' ►1 / River \___ I '• p ,i i ,o0... .iiir *********.::'''''''' ' Eit.I�l : �� .gC 1�1 ' ; `IIZ•---,,/ 'MP• •\ BM: 1f� �n ` ii ill '� Athletic , 5,, / • :".: L. • �I - till '� Yc field �, '��/ • ��, I 1116 iii •-• __ ;51. • s• A, 1 0• .....----,a, Ier, I.It::--------:---- •,Beb _- 1411,i7:4-11:7);t1 e': i51 Kl ` ApoPi-g),/; AP,/ r-e• cam ,1 !00 . •• .. :BM :ase611-/ �_ _ GRAB �'; � Perk � 1 BM 10.- 11 ;% 00.. ,..‘ 1% mow+ vI //,4 -'• ° (�zm �, I Alfillin '111 '0[ 1 pry t. DeD - r,o 1. .i. ,,, .4k,..,.,,,i it Ake •.;.‘• ,in, . ., . , t4 y�.o RA ROAD ra *rtisitiolir# •, •_�� •:;1'. :. • //may Ili; �lI \ !uc o O� �ry�e? 1 `�• f i� , • -•t ' Ili \��OF AMA �'" t & "fY''�+'�'"� , wo if tr....WO-r-N, _ i 1 �t� __ T AMC a.Y la . IL.:`. • i I I ':,,r 111N ..fy,. , . ... -,,,.,.. Agc 8"137. - 1:0-7.:1\ursie3 �/� 1, .. c� III \iiii 1 �` : II _ .:- 1 GHQ !�6 ^,�\ 3OM ,•I(/ •4` Sew ORTNE '� •._, .� • • y ��. - I� '• '� i , _ e Subaal AmCI . :.--, ��/ \., ��il► Disp ��e �� ii- `• g5,,,--i„ ,:r..11....0.51„, 455�N -_-__.,---"„,4„,,,. .. 16 I Pu I 91 .....1:. .......":•.:: it ___T, 4,. illf_.''4iI‘z.'/.. ' : : 4 P Ili �• w�= 1Longacrey I i • Pu Pu, •.i nnifrr'V o'f� 515 r •.�,1 I I R -11 Ali, eC1 y /e ?-) If �L. 1, 1 - 1 Wo • g S Uri= I—_ ' 1IN Ur `tie Er •` 1 .1:,/. RUY ,, ----- • .:r oU- 1 _ • � I , it n 1 l 11_ •IIti1+• J •1 •_ N i1 i Track _ A • - , •• 1 , I Ur-A 4 AgC . • lII Jr 1 i I " I ❑ R rvoir . D j! ' ! ' • ._ al 44 ..i:..:: r 1.i Y • So Tu > •• • I ` horsittt. ..„ rl z { c...f(.....„(4N • 1 1 ••1n Pv I • 1. 1tAg4:1 ��1Sk I !r0\ 1• I 11 .• AGO TITLE INSURANCE COMPA_ - 18uu COLUMBIA CENTER, 701 5TH AVE SEATTLE, WA 98104 Policy No.: 512493 STANDARD OWNER POLICY SCHEDULE A Amount of Date of Policy: JUNE 1, 1998 at 3 :12 PM Insurance: $16 0, 0 0 0.00 1. Name of Insured: GERALD L. RIEKER AND SOUNG HEE RIEKER, HUSBAND AND WIFE 2. The estate or interest in the land which is covered by this policy is: FEE SIMPLE 3. Title to the estate or interest in the land is vested in: GERALD L. RIEKER AND SOUNG HEE RIEKER, HUSBAND AND WIFE 4. The land referred to in this policy is described as follows: SEE ATTACHED DESCRIPTION CEV LOPMENT PLANNING CITY OF RENTON NOV 25 1998 RECEIVED CHICAGO TITLE INSURANCE COMPANY ALTAOPA/9-10-93/soc CHICAGO TITLE INSURANCE COMPANY Policy No.: 512493 STANDARD OWNER POLICY SCHEDULE A (Continued) LEGAL DESCRIPTION PARCEL A: LOT 58, N. H. LATIMER'S LAKE WASHINGTON PLAT, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 6 OF PLATS, PAGE(S) 70, IN KING COUNTY, WASHINGTON; TOGETHER WITH VACATED SOUTH HALF OF SOUTH 131ST STREET ADJOINING ON THE NORTH, VACATED EAST HALF OF STEVENS AVENUE ADJOINING ON THE WEST, AND VACATED WEST HALF OF LIND AVENUE ADJOINING ON THE EAST. PARCEL B: LOT 59, N.H. LAMIMER'S LAKE WASHINGTON PLAT, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 6 OF PLATS, PAGE(S) 70, IN KING COUNTY, WASHINGTON; EXCEPT THE SOUTH 90 FEET THEREOF; TOGETHER WITH VACATED EAST HALF OF LIND AVENUE AND VACATED WEST HALF OF MAPLE AVENUE ADJOINING, RESPECTIVELY, ON THE WEST AND EAST; EXCEPT PORTION OF SAID VACATED STREETS, IF ANY, LYING ADJACENT TO THE SOUTH 90 FEET OF SAID LOT 59, IN KING COUNTY, WASHINGTON. Cl IICAGO'ITI'LE INSURANCE COMPANY CHICAGO TITLE INSURANCE COMPANY Policy No.: 512493 STANDARD OWNER POLICY SCHEDULE B EXCEPTIONS FROM COVERAGE This policy does not insure against loss or damage(and the Company will not pay costs,attorneys'fees or expenses) which arise by reason of: GENERAL EXCEPTIONS: A. Rights or claims of parties in possession not shown by the public records. B. Encroachments,overlaps,boundary line disputes,and any other matters which would be disclosed by an accurate survey and inspection of the premises. C. Easements or claims of easements not shown by the public records. D. 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. E. Taxes or special assessments which are not shown as existing liens by the public records. F. Any service,installation,connection,maintenance,tap,capacity or construction charges for sewer,water, electricity,other utilities, or garbage collection and disposal. G. 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. H. Water rights,claims,or title to water. SPECIAL EXCEPTIONS: A 1. AN EASEMENT AFFECTING THE PORTION OF SAID PREMISES AND FOR THE PURPOSES STATED HEREIN, AND INCIDENTAL PURPOSES. FOR ALL PUBLIC PURPOSES AND USES; RESERVED BY ORDINANCE DATED APRIL 1, 1958 UNDER ORDINANCE NO. 1676. AFFECTS PORTION OF VACATED SOUTH 131ST STREET. 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: 1998 TAX ACCOUNT NUMBER: 420440-0310-03 LEVY CODE: 2100 ASSESSED VALUE-LAND: $ 170,000.00 ASSESSED VALUE-IMPROVEMENTS: $ 0.00 GENERAL & SPECIAL TAXES: BILLED: $2,244.71 CHICAGO TITLE INSURANCE COMPANY CHICAGO TITLE INSURANCE COMPANY Policy No.: 512493 STANDARD OWNER POLICY SCHEDULE B (Continued) SPECIAL EXCEPTIONS PAID: $1, 122 .36 UNPAID: $1, 122.35 c AFFECTS: LOT 58 AND PORTION VACATED STREET ADJOINING x 3 . 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: 1998 TAX ACCOUNT NUMBER: 420440-0314-09 LEVY CODE: 2100 ASSESSED VALUE-LAND: $ 72, 000.00 ASSESSED VALUE-IMPROVEMENTS: $ 0.00 GENERAL & SPECIAL TAXES: BILLED: $953 .58 PAID: $476.79 UNPAID: $476 .79 AFFECTS: PORTION WEST HALF OF LOT 59 AND PORTION VACATED STREET ADJOINING o 4. 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: 1998 TAX ACCOUNT NUMBER: 420440-0316-07 LEVY CODE: 2100 ASSESSED VALUE-LAND: $ 72, 000.00 ASSESSED VALUE-IMPROVEMENTS: $ 0.00 GENERAL & SPECIAL TAXES: BILLED: $953.58 PAID: $476 .79 UNPAID: $476.79 AFFECTS: PORTION EAST HALF OF LOT 59 AND PORTION VACATED STREET ADJOINING CI IICAGO"TFI E INSURANCE COMPANY CHICAGO TITLE INSURANCE COMPANY Policy No.: 512493 STANDARD OWNER POLICY SCHEDULE B (Continued) SPECIAL EXCEPTIONS AP/ 5. DEED OF TRUST AND THE TERMS AND CONDITIONS THEREOF: GRANTOR: GERALD L. RIEKER AND SOUNG HEE RIEKER, HUSBAND AND WIFE TRUSTEE: NORTHWEST FINANCIAL CORP. , A WASHINGTON CORP. BENEFICIARY: FIRST SAVINGS BANK OF WASHINGTON AMOUNT: $ 157, 375.00 DATED: MAY 7, 1998 RECORDED: JUNE 1, 1998 RECORDING NUMBER: 9806011476 LOAN NUMBER: 7-751220-18 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. AX AFFECTS: EAST HALF OF LOT 59 AY 6. DEED OF TRUST AND THE TERMS AND CONDITIONS THEREOF: GRANTOR: GERALD L. RIEKER AND SOUNG HEE RIEKER, HUSBAND AND WIFE TRUSTEE: NORTHWEST FINANCIAL CORP. , A WASHINGTON CORP. BENEFICIARY: FIRST SAVINGS BANK OF WASHINGTON AMOUNT: $ 157,375.00 DATED: MAY 7, 1998 RECORDED: JUNE 1, 1998 RECORDING NUMBER: 9806011477 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. AZ AFFECTS: WEST HALF OF LOT 59 ** END OF SCHEDULE B ** CI II(AGO TITLE INSURANCE COMPANY CHICAGO TITLE INSURANCE COMPANY Policy No.: 512493 STANDARD OWNER POLICY SCHEDULE B (Continued) SPECIAL EXCEPTIONS HORIZED S GNATORY Loan Policy Endorsements: NONE Owner' s Policy Endorsements: NONE CIIICAGOTITLE INSURANCE COMPANY Your a:fercna. t ER/KLSW ASSOC. ENDORSEMENT Attached to and forming a part of Policy No. 512493 Issued By CHICAGO TITLE INSURANCE COMPANY Dated: June 1, 1998 ENDOP/3-21.92/SC **************************************************************** 2ity of Renton WA Reprinted: 02/16/99 16 : 16 Receipt **************************************************************** Receipt Number: R9900670 Amount: 500 . 00 02/16/99 16 : 16 Payment Method: CHECK Notation: #2771 CAMBRIDGE Init: LN Project #: LUA98-173 Type: LUA Land Use Actions Parcel No: 420440-0310 Site Address : 333 NW 2ND ST Location: SW CORNER LIND AVE NW & NW 2ND PLACE Total Fees: 1, 510 . 88 This Payment 500 . 00 Total ALL Pmts: 1, 510 . 88 Balance: . 00 **************************************************************** Account Code Description Amount 000 . 345 . 81 . 00 . 0007 Environmental Review 500 . 00 **************************************************************** City of Renton WA Reprinted: 11/25/98 14 : 48 Receipt **************************************************************** Receipt Number: R9806956 Amount : 1, 010 . 88 11/25/98 14 : 48 Payment Method: CHECK Notation: CAMBRIDGE-2615 Init : CRP Project # : LUA98-173 Type: LUA Land Use Actions Location: LIND AVE NW & NW 2ND PLACE Total Fees : 1, 010 . 88 This Payment 1, 010 . 88 Total ALL Pmts : 1, 010 . 88 Balance: . 00 **************************************************************** Account Code Description Amount 000 . 345 . 81 . 00 . 0004 Binding Site/Short Plat 1, 000 . 00 000 . 05 . 519 . 90 .42 . 1 Postage 10 . 88