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Home My WebLink AboutLUA97-118 `'SVWW-HO-23-5 RENTON /P 800W • - 304 91- - _ 253.20- -EO , • JT-�-& P.-F�F2 T R A N 5-- (I) (2) K I n I n I i re.,,...,a I 0 Lf�f I l I James W •I I cou.. �' S.P.03E-81 29981 29789 0 N Y IT.,.. �T ., it:M 557.70 U.1 WM 7 1 6 l y� I 1--1 Z • N'' A CONDOMINIUM 120 UNITS L7 I' s.; -- -' - i ..,i_. , - McComas I Stanley 8 De Lone IQ 6 ; 84.5 E N • e. 620 58 329:' tit . H O p Ij 653Ac 2O s James W 1.49 . Q a Er -132-N'--I 47E,7, 816.11E 2.141 75- '7- 100 J '0313 N 6 0 10 o I12 13 I 2 3 4 I 5 6 7 8 t3 „90 • l i I l/l7�O 7p9 P�O• ��6y iv y Q o,y r �0 3 o I I o n i T Izi I i -w Q,,�pj ° -___- r ti �9S ' /.'/ 9 3 - 1..- 70 65 :7^ :�; 65 m I I I a0_32a ee/.6y% MIIored �Y 5• It s� 944 �o ;mL $ N.E, I I TH ST. 72, g ' i Ac .J I-'� \°7 yy, O? f-`• Sn9a' 70 7a 5 - 70 it n I 7o iN exa •N W. 'J a7 Ito 1-1 .. 328.1 a°' \\�v p ? �, s71 J ,Pb �o 175 50 W� M �� 22 Z a e o _ o �'" v = Iltu 60 10 O °„1.`44e ► To 4 ect 6- 7 4 1' 1,9 es 1 I D t'm Jake A. 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I,: g � m 99 37 2 6 1 = 0.4 d^-�� t6 93'ry 6003 I 6003 407z'�4' 9031 11 ;I' I R ■ '�104.35 Ralph R. Newton n6 o sZ° 4761 06CI" Zr'' 7mI1 _= 0.46Ac.N 1.32 Ac. 2-' w- H i I.. ,L L - 'Si so_ y •` �; a. rt 34 I4 15 14 13 I 12 -II _10_ -9_ 8 `��• 667911 �'. 8.19 316.38 100 lB 31 7n85 6003 _ - <%•,^ `,6^•• 6s RICE hTH ST. O ;97 " ❑ 1279.9E O O Fred Alberts et ux 2.94 AC. 8 - • 1278.39 5 I I - Fred Alberts et ux 3,48 Ac. d 78m 278.85 o School District 403 ' 3.23 Ac. ® Antonio N • _ L' 1277.32l. 4.94 A \ - I\13` I HONE O W I . I SC i Z School District 403 9.62 Ac. 100.07 - 1- • \ �I N00T5'Jl•W Sa / \� IS I.WM PM CRIME Mt M00YII $ TYPE 1 CATCH BASIN NOTES: 1! I.CtAAITCH BASINS)9UIL SE m6lRLICl1D IN ACCORDANCE WM Am OM LOB)IN SMILED jpgw wuNSw --ram $ �,. 2.ALL REWERCED CAST-N-PIACE CONCRETE MALL IS MASS 401 - g '♦ r•,r IIINw QIII. 1 A9 AN AOEPfA1]E A.TEINATE ro RmM,WE 1NF91 I' _ AG Poring [ ITN NAMNO A IONY AREA 10 OM 9 NOES PER FOOT NAY E USED. I " FAQ 1• RARE 1091 SHAM NOT BE RACED THE OIIEEF Wjj '„�rib;II 1 •ME BOTTOM OF THE PRECAST BASE SECT MAY RE ROUNDEL 8 -§ 1>.•..„p'. \\:\: \\;,,,,,*:.\ cmlw Tree ':Vr� a CUTOUTS wY a a Au Row SCE u1Tx MAMMY RAeTEn a-m•. } O CUTOUTS NAY I ROLND ED CU LY&TY SUPER. FfE TO SE PETALLED I I slay Wood Emma Hour. .'[nJ. - __ 8°' may" M1 M rAPEA Ol TE�6 6 RE PRECAST BASE SECTION ND IT : B -- T�' GW.y T - T.GATCl9AM FAIFAMEAAAO CRABED TE SHALLIN ACCORDANES PER CE YO STANDARD 3 I ` - ," SPECIF'A1IT'WN Fp-S22110.MA3 MO DEE0N ANY ACES SUM SE 1030 S OF ETAIMEDD TO FEDERAL -§ ► Yabm.e.. � EOFOE C6f/11FD■M FIAINO:OOM OE G!E N10 M Rl5Fl1.ORATE �T1"' _ .�IL , \ 16OT....... i eY a CATCH SASE/I•N SHALL HAVE OM OUTS.,i +G• T E11.. '' IOf MTN R•PBWL NAVE SOD Iffi • i;. - Ch.L.Fww I, ' `.'. J y " I at,,,,Fmee ..j f;'.., ,.. 2 I ; ,.f, mom. -Unea9ramd TdgAma rm® �/ � ,. y x;tn:: • 'i` I �S -Underground Poore •r•or �,• , VV`)' CATCH-BAS/N >E 1P=I -i• ' - ' cae tine; wr..m 1 il* nor p'"F'8-i4 ^.St?w —• `Slam'OUNaq• , \ 2t4- • 8 I J ranPaar SIN Fn. T ::a: fi^ "'f Sod I ,'MO. .IO2NTS N RIM FABRIC WTERAL SMALL E EP, ,i: -,. X;';._ .. g i(,. ' AT POSES USE STAPLES CA W3E PINGS OR Y.-(...Y 11 Y 0A110 NRE-OEi. , 1 =WEAR TO ATTACH FABRIC TO POSTS :-.., f...,,v ] 'STAIJDAD CIN' - • \'..,. 11V • T/7 g iA9aC � :Ai s i I I s#:i I "`R 1. �l ' 10a0T p�� N . /. % ,+,��;;�,lT ;, \/ / ! • • ` 1 N WOAY 4•FIYC 11E11W (J r YAL " %�.'�.'' '•j,�� MAY ENOEA.4DrorF ' •�• WE ammo 15 USED ' —— r' T-----y' a 1 Y BY 1•WOO :- ..a Mda YFEFILTE FABRIC ... an- Na IE E EBSTIOr San.Sewer Y0 MATCH DOSING 12• 30.00'Emmen, 1 Y 2 2'BY 14 GAUGE ME OR F. -J_-� IE B•N -1811J • F ,V F STANDARD SDRMGTN . IE 8•SW-49853 1\ •""' IE 8•S -498.53 TR W.� 10 0 10 20 b 21:1V MAX (,,,A '4' Nome Scale 1 II = 10' ma aiµ•-1.e-WAam GRAVMEND,VITH NATIVE EL ''s- MUM 4.2 1•TREND, 1'N -R'1' maRo 91RF TE SILT FENCE NOTES 1.SEE AWAMMT DETAIL/`�WNLS ,®I OW)EIDY i, \ 2.M 1001000E lI D MUST MT M ERID/W0%TEUT ONS AOS A51Y D-4751) 30-100 SENE ED FOR OLLT R F 00-100 ED FOR OTEA FAMES • SCUD WATER PERMITTIVITY((AMR 0-4411) �SEC, vrp, R1AB 1NSlE SWIM(ASY 0-4032) 1LEIS MM.FOft ECIRA STREWTH FIBRE YEDIA 1 01.5111-4100 IBS PER WILE /W SREIN FABRIC . FO OEATEANo ! uWA RL95rmez(0STY i) 7011 IOC A COPY 10 TO MANUFACTURERS FAB00 SPECFIGTE1S MUST BE AVAILABLE DERE PODUS BOTTOM I 1 STANDARD STRENGTH FABRIC REDD.WE BAOONO TO INCREASE ME STRENGTH 10 M TORE WE BA1OIO 10 WEER POST SPA310 NAY E REWIRED FOR DORA STRENGTH FAME F FELD P03TYANCE WARRANTS A STROIOA FENCE CATCH BASH A WERETIE FINE IS V IED.TIE S 6TAL10 I.BE 91AI NO STEEPER THAN 91:1V. ESC DETAIL FOR CATCH BASINS SILT FENCE DETAIL NTS GroIwON1©law.e.R STRONG mxPATX4 N.M.We NTS I:\o7l32\SIEI.DWC PROJECT WENT NO. DATE BY APR REVISION A DRAINAGE PLAN DAL4 VER CONSTRUCTION CO. iv" D.R. DS ^STRONG coR a B FnoY 1rWIna 1�.KAr 4217 NE 10th STREET P.O. BOX 53431 ENGINEERS•PLANNERS•SURVEYORS •AA IIW'(•M 00D-,Dua RENTON, WASHINGTON BELLEVUE, WA 98015 — 425-643-4212 DRAWN LRr DATE 23—JUN-97 97 DRAWING NO.97-132 1m� '.I 1:11Y l OIEOOD LDL SCALE 1 m /0' SEER' / OF / i WEAVERSHORT PLAT SHORT PLAT No.LUA =ElmoPLAT DATA A PORTION OF THE SW 1/4 OF THE NW 1 4 OF ff1ND SURVEYOR LND mi 0 20' 40' TOTAL AREA-0.23 ACRES SECTION 10, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. NICK A YTNGR,PLS NO.OF LOTS-2 10604 NE 38th PLACE/101 SCALE: 1' = 20' LOT AREAS-AS NOTED BELOW CITY OF RENTON, WASHINGTON KIRKLAND,WA 98033 X OF STREET-OX LEGAL DESCRIPTIONS NE TOth St I Fd. 2"Disk in Canc. in Mon. Case(7-97) THE EAST 100 FEET OF THE NORTHEAST QUARTER OF THE NORTHWEST 58829"4S"E QUARTER OF THE SOUTHWEST WARIER OF THE NORTHWEST QUARTER OF �— — - 2624.24" - SECTION 10,TOWNSHIP 23 NORTH,RANGE 5 EAST,W.M.IN IONS COUNTY, n _ WASHINGTON 556'O6" 100.00' - (" / _EXCEPT THE NORTH 135 FEET AND THE SOUTH 93.37 FEET THEREOF. _ TOGETHER W11H AN EASEMENT FOR INGRESS/EGRESS AND UTILITIES OVER o. O _I I I _1-� .i.. I o r J J Ft) I p THE WEST 30 FEET OF THE EAST 130 FEET OF THE NORTHEAST QUARTER OF `J`I .3 O THE NORTHWEST QUARTER OF THE SOUTHWEST QUARTER OF INC I'lo ^ J n .... a NORTHWEST QUARTER OF SECTION 10,TOWNSHIP 23 NORTH,RANGE 5 EAST, s p'T W.M.IN KING COUNTY,WASHINGTON OU . ~ F 23:. I REXCEPT ECORDING NO.NORTH 93399 ET THEREOF CONVEYED TO KING COUNTY UNDER :Se I rc I i�1 LOT 1 OF RENTON SHORT PUT NO. RECORDED IN KING I .` W 3 M "� `o 1�y ;,.. COUNTY,WASHINGTON UNDER A.F.NO. LI I y I r-1 Denotes 5 8 Rebar Set a ti o .o LLB I 1 O YPC"NAY 19586" K v. •' .7'.- TOGETHER WITH AN EASEMENT FOR INGRESS/EGRESS AND UTILITIES OVER ''Ej1".`* I THE WEST 30 FEET OF THE EAST 130 FEET OF THE NORTHEAST QUARTER OF®�� I I I I ' THE NORTHWEST QUARTER OF THE SOUTHWEST WAITER OF THE \'- �� I I f 1 'n ,,'';. �.+',.I.. °+�'• NORTHWEST QUARTER OF SECTION 10,TOWNSHIP 23 NORTH,RANGE 5 EAST. r 5.00' ax•• W.M.IN KING COUNTY.WASHINGTON 0 ym I k, L-J I--I888'29'46"E 1 T00.GO' • • -� EXCEPT THE NORTH 30 FEET THEREOF CONVEYED TO KING COUNTY UNDER I Q,,o I Gt4 ' v'4Z ...,. �Tr+ RECORDING ND.4799399. Q. 7 C SUN — 3p 1_._ ;.'�"• i, LOT 2 OF RENTON SHORT PUT NO. RECORDED IN KING tY�ZI. ��AL.Poving f I t"TI[ I 20.00' c,.,; �� COUNTY.WASHINGTON UNDER A.F.NO. 10 A l�,t, -1( TOGETHER WITH AN EASEMENT FOR INGRESS/EGRESS MID UTILITIES OVER lI THE WEST 30 FEET OF THE EAST 130 FEET OF THE NORTHEAST QUARTER OF - I 1_�I C I I O I LO t I °� M—��` .. O THE WARIER OF THEON SOUTHWESTOWN QUARTER OF THE d �'---1 2 O tT_ NORTHWEST QUARTER OF SECTION 10,TOWNSHIP 23 NORTH,RANGE 5 EAST, .'7 lU I I I 4999 Sq.Ft. I I I e O . - 2 {,,.� P W.M.IN KING COUNTY,WASHINGTON O U) I ^ _ I O EXCEPT THE NORTH JO FEET THEREOF CONVEYED TO KING COUNTY UNDER 1 W I I„20.00'--J 1 I I - O ,x Y� 0 RECORDING NO.4799399. W y I I r 5.00' S CD �7 —`IT I 1, N o, I — — —I —j —J m , APPROVALS A In \j / Lt <} (p• I •1 11 - • �! S EXAMINED AND APPROVED THIS_DAY OF 19__, A.D. 2.., C l i (p S8828'34"E L-- 100.00' Cd T--� � ITT Ltl ADMINISTRATION,PLANNING, BUILDING&PUBLIC WORKS :8 I L Z rn soDI---- I I I 5' '� Z —20.00' ec LI O I I 1 I ,, EXAMINED AND APPROVED THIS_DAY OF 19_. A.0 in I Lo I Lot 2 I to LL m KING COUNTY ASSESSOR DEPUTY,KING COUNTY ASSESSOR z-s ___1 I 4999 Sq. Ft. I I Qa s • I (!� L� I I I—20.00'' m CERTIFICATE °1 € �, <1 L_ i I v I(WE)HEREBY CERTIFY THAT I AM(WE ARE) THE OWNER(S)IN FEE o.u IN • L�l SIMPLE OF THE LAND HEREBY PLATTED IN THIS SHORT PLAT. o ' S88'27'24"E 5.00,J 100.00' • �� t m�i „�Nj F---F 3o.QU' I ^� m = I OWNER OWNER I I i/ \ zoo jr In c \♦ —� rn®a 3 ACKNOWLEDGEMENT 26 ti STATE OF WASHINGTON ) Renton Mon. y1848 c; x )ss Union Ave NE#®NE Sth St Z p COUNTY OF KING ) SE Coy NW 1/4, STO -'.-. I THIS IS TO CERTIFY THAT ON THIS DAY OF 19_�A.D. Fd. 1.5"Disk in Conc. in Mon. Case(7-97) 2 5(i N BEFORE ME THE UNDERSIGNED, A NOTARY PUBLIC, PERSONALLY APPEARED — Benchmork: Elevation 411.28 — c^a�4 3d TO ME KNOWN TO BE THE PERSON(S) WHO SIGNED THE ABOVE CERTIFICATE AND ACKNOWLEDGED TO ME THAT_ N88'20"00""W 2612.67" — — — — SIGNED THE SAME AS FREE AND VOLUNTARY ACT AND DEED. - 74-- - -WITNESS MY HAND AND OFFICIAL SEAL THE DAY AND YEAR LAST ABOVE WRITTEN. • EQUIPMENT: S Told SW4an wM(W,97e7.4 I➢pAPnenl mdMOMed M edfadment to mvrv.acWRK ammdkatkne Mort P4 R /oaryotment to NG9 (Sand Point)m.Sro YmN.O T. NOTARY PUBLIC IN AND FOR THE PROCEDURES: Cont.Fold lm....e wodia?ted linear down T:B9J6+ STATE OF WASHINGTON,RESIDING Contraa.-w I. odrvtled wing l.o t swam.method AT taryeR AFOK ee'II 0 tat9eel 95%co melded le.. laAed 95Z cortlderce tlupee 0.05'%0.0.3' COPYRIGHT©1996.D.R.STRONG CONSULTING ENG..INC. K:\97132\132—IPO.DWG RECORDER'S CERTIFICATE NO. SURVEYOR'S CERTIFICATE ��bYW` D D.R. STRONG Consulting Engineers Inc. FILED FOR RECORD THIS DAY OF a 19 ' THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME OR , +o UNDER MY DIRECTION IN CONFORMANCE MN THE REQUIREMENTS fyq, ne•?. 10604 NE 3Bfh PIALE,SUITE 101 KIPopATO).WA BBO33 (208)827-308.T AT U.IN BOCK_OF _- AT PAGE OF THE SURVEY RECORDING ACT AT THE REQUEST OF a`JI j� t0 22-43 AT THE REQUEST OF DAVID WEAVER A,. ENGINEERS • PLANNERS • SURVEYORS FAX Nee(206)627-2423 IN JULY 19.92_. V.,. a d=*y4,a DRAWN EDK DATE 10—JUL-97 DRAWING NO. 97-132 NICK A. 'ANGER_ 19586 MANAGER SJPT.OF RECORDS PROFESSIONAL LAND SURVEYOR CERTIFICATE NO. ."....,,,,,,........;,,,;i:,,,,,,,.,,'° CHECKED SCALE 1=20' SHEET 1 OF 1 WEAVER TOPOGRAPHIC MAP SHORT PLAT NO. LDA FLAT DATA A PORTION OF THE SW 1 4 OF THE NW 1 4 OF LND �� LAND SURVEYOR 0 20' 40' TOTAL AREA—0.23 ACRES SECTION 10, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. NICK A.YINt.ER.PLS SCALE: 1- = 20' NO.ARE OF LOTS S AS NOTED BELOW CITY OF REN TON, WA SHING TON VJR L NE04 W°08�033 1 101 OF STREET.ON • N0016'43"W ' 4e e ' . •.. • 4e L;r�50.0 1,'M ::� , 50.03' ,1 ' kd. �, y. 1 R 4, ibr b 1 ''' G t 1 O �l r '. o F • >�, �',•;, .Isar, ��, �. K� 1..rs��\ �� ::��`-:�� f,3t! { 'E.,= ~fit" or•. I—ct It:,o ��'�.a ��. \ I �: :.`ear.. I ,r, ''i.. d F ;T v.,. I A. k i�oI eke Awe or. Lam ;I / 50.00' II 50.00' �ILLri jb -4,-"11/4.7.-v"..,....4 .... I,: ..vi,„,..,.. ......„....,.., . ., :,„.; ..7,,, ,;_ 0?...t.t....1.1.„.:.wq.am:5 ,sp.. ...o. •,m...1.• . ..,_ . ..s.o....)::0 40.4 . , • t.•,,,* . ';'-'--c:>S. -,&‘ i ill S00'16'42E >oaar_, 138.32' ia... W W Ct /-air/ / LEGAL DESCRIPTION PA7HNAME me east 100 feet of the northeast quarter of No northwest quarter of the eooth.est qu 0 0.of fhe norCountA theast punier of Seek.,10.Toenails 23 NorN,Range J East,W.M.InKin pe wes Dtfi D.R. STRONG Consulting Engineeers Inc. EXCEPT the north IJS feet and the moth 6137 feet MaroF, `� 'M. 10604 NE 388.PLACE.SUITE 101 KIRK AND,WA 68033 (200)827-3083 _ 4R(•. o 1 feet of a an heast w for Ingress northwest garter oarer of me south 30 west quarter qf ua to of the . ENGINEERS • PLANNERS • SURVEYORS FAX No:1(206))�-2 23 northwest quarter of Section 10.To•mhta 23 North.Range 6 Eat WIL.In 1O,8 County, �. aont nPT the north 30 feat thereof oaho.0.d to lap county under Rewording Number �'. .ertS." DRAWN ED1C DATE 7-22-97 DRAWING NO. JOBNUMBER . , °'''''-it~1990 # CHECKED SCALE 1°=20' SHEET 1 OF 1 .../ava VY A.I Al . IV ti fr.4 w) r [21t1-1/.14- 1 ‘....)•r i . •- i • •• Iiii • 8!, 1 4 ''t.oci i 1 ii i I i'"•.•••,. co 1: i. ti . 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LEGEND /3 •..f...a:i .205 fit 34 .. 944. .... . • ' "e-• ''ef I 8' 8' 8' i 8' SEWER LINES : i 1 i I.2 . -.. g .06 207 3, I i . F4 • k 802 & 8 03 . ----- PRIVATE SEWER LINES I 801 ,,2 08 .1 ....... 114........... ..4.2 .... • ..• • la.) ....:... . FORCE MAINS . 8' Er .: ,6...-..• ,,,•-. \.1: E , -, • • . 1 , METRO LNES 47- • ••,•••••,„' 21>i . .---i pp . 1.0 is MHil MANHOLES..::„.ce,.. ..,. 0 • if • 8' f i: 8'i A O' ! . i•14•-• •-•s 1,19 •, - . : '. (....5.i Ne< • • >cc5 . . _MHO Li PRIVATE MANHOLES 0900s METRO MANHOLES ,.. • -.• • . • c NE......l'Oth: P1 , , i _ _;Ms' i.C.-- • ---1 .5-1 • •, BOD's .,..26 • ' 25...,....; ' ,,,„.,,,, 84_,,.. .. .i: Eg 1 r. • CLEAN-OUTS III 0 0 Ii 'I' .....-- , C ilc5" 8'. 8' ,... • . 8' I .: •-- 11. . .. 111 -- DIRECTION ARROWS TE ....: 10th. • SI,....: 1 -i.----b<1 w . • is UFT STATIONS .j._.. : . . . . -Ma — -----*•,...------i-- -;* 32.....,............. ..........,....... 33 • ,.,34 Cn . NE 10th .St. ......... ........ . .j --„; 4 ........• K5... ....................,_..36.........w..... ....,,,, .....,.........„ .............. 04 •4 c> FLOW DIRECTION • • 8‘ 3• • 8' r.....7 — ............ 11^......1 IP4I • -w. • 4 'OmAD-4- • 1100 : 10 .101 i t - 1 3: 8'. (V 8' 8 8. - / al > • 02'.............. RENTON. CITY LIMITS EY 4,-- ., . ;13 : N. .--s. .,,--( - Er • , ....„ 021 -' 8 .--. 8 4 I • I .-- ..............•••,....s..!!?!..€) ... . 77 ' \ \ .. -I-) . L • W '11 •.. 41.....?..."--KL...._..I, '..:i 3 8, .. CO -• Ci) CO . . : -- N----1 .. SE 118th : St. -I •;, • . , • . . • 8.1.... 80 - •-•• ... ................,....,.......-.....,....„., Er 1 . .,.....,.....„.„ • •i . . . • . - , DISCLAIMER: .......... i Cl..) :.: , THIS INVENTORY INFORMATION IS SCHEMATIC ONLY. IT WAS COMPILED .......... ••• > 1 IFROM NUMEROUS SOURCES. IT IS THE BEST INFORMATION ; • . AVAILABLE AT THIS TIME AND SHOULD BE USED FOR GENERAL GUIDANCE ONLY. THE CITY OF RENTON IS NOT RESPONSIBLE FOR ........... ............ ; • i• - 1 ___ _::_ _ _.ERRORS OR OMISSIONS. WHEN_THISJNFORMATION IS USED FOR ,—i i i 7=5 -. .. PLANNING. DESIGNS. AND/OR CONSTRUCTION PURPOSES. USERS ARE , , I1 - •: I TO FIELD VERIFY THIS INFORMATION. ,........., • ! : , •--1 r44 J?q5W, w2 10-23-5 RENTON��. 30 1 .`...._ g---293.zo - CO ,_•-_ -_-: --•-•-_• .�-i a• t9.6 3 �� ,� T 30 30- - 6. M. ;T- P. �-P. R� T Q S.- . It li:: James W 1 2 ,IDv111111M1 r 7CNNi3 1 is- 1 H 1 C I I Iiao ` '�"1! 299.81 S.P 036 -81 25785 0 N Y -W T 0 A I - 557.70 W UM `° ko.u'S PiTtri l Z - ----lr---- 1 A CONDOMINIUM 120 UNITS �� II I. I - - --- �r� L-,'- 1� McCon7os +� Stanley B. De Long I� 1 tr.: I 8.45 �V I 329.2 r p 629.58 • 04 ..0 James W. 1:. 6.53Ac. 0 4 � ,o • @ Z 1.49, r-1132 -.7 Ni--147unurr 86.11E T 88----75-- c 7 - 1 100 !0311 �I Y, M m S I - I I 12 13 � ' 2 3 4 5 6 7 8 i1 =29.0 O 0, J _ ��)�..� l.g9en �P $ w p 1 11- 11 0 T I m 1 M I v " ,� I P�0` 20 1°.3 0 1. 70 65 I 65 70 I I PR,„,„0,. ,„� 9J, 9 d 1• 15. ,iI 324 �1 MIlored W R ' g �o ;, $ N.E1,...., 1TH ST. 1�, 9 , Ac L�. .,, 2. •ci P, 4, � to � - w \0� 9.16 • �• yg9a 70 7070 70 I 70 I 884 gyp\ W7 0 328. Io *'7' h0 I'�`d�0S1'11 ��V 50 r - ®o `®� Miko I22 Z10 . �1 ' .�. a• 1�'iN 119PIa5 /\ ^ pro :� - B- 9 19 7 .l v J 11CC.11_J'^ 6U Q Ell I(0 lI IIAL Y V ' ^ `' Joke A. Pc SV 23 F /33) �.5�' co .t .,o w 10 • 114 I v,• 90 d4 5 Ic $ I 7 w 1.41 e o , // '/ 29 M '� _ II I_ 1 a r ___ • „� 0 0�� 4p01 34'\ 13 ,:y8a �. 6B n 0B O i, fO W Y 00 p; \\ �/°O) ai. p p99 op°0 p °r'I_ cgs�'" �p62 qy 1S 24 106' " 328 s-i. 4, 95.68 61�3 m�q _ m c q.-,, ''\4�Lv :qQ 12�• p �' 25 135 �29.10 13 ssI - ll .i N�' �� T 14 dsra „ stet 60.40. , 1 T E L Lt1 =SJ 35 I�F34 j 33 32 w z s u 3 Q { 0 12186 17 16 15 o „>� H 3; )u tor, I• ,•I)7 1 ( v, 1RcpT71 1`n�I"+I D �� I 1t�� I �^e O U.^. '� �,.' ,I,O__ 1' I.32 .' �• + 1 T1 y1 c0 N N -�'- -1 'T'v"'�I iiM2 31 27N 2 81/' C �� -2 328. 1� M C > 10 66 66 '097 St P '6 I 7e tr -* I00.a W 4`zR%b�'' � %�� r '�i � v �sZ a �'�J � h/S 14� ni ��nn $ N.E. LOTH PL. a . .. • �3Clo Z . 65 70 10 = .. 70 30115�� 'C `t R O2 1 RA,: '" W E. o ,,,,'Cr, r' - lie 15 a. c-21;i6 4:1 21.�34{� 3 O=1 11.1 T 5 '6/ .'� RI) 0. 0r4b• L10 2 II 4) ,f.1�� 'N A. Nev ' 71.6143a 80 75 O, 75 /� - -- - -f;� °9 nc.oi6�l 2.25 18 17 16 15 14 13 12�, II 10 9 8 7 4 3 < 31 1 j "1� 2 1_VJ a Q o n on N ny n N a $ JSS 11 ^ ``'�'' ``.ate.'"' > `�'J ``�_F �f ` ' `� " -- 60 I,4, 3 iv6632 70 70 65 ,C�;60�q; 65 70 70 - • ' 7o I 65 ,,, 4. 7123 800311 325.0 1j$ N.E. 10TH ST ,otY,o 30til 30 5 76- 94 Si/171 81 0611; loo 82.10 as ' Z c' 10.30 eo.,a ''C� �3j'47IZ Vt a 198.53 j ag.265Ac. a1111 t.11iii•o:e -? 2115 CC �. 10z$_o(1) 5•0 m 14IN� uit ti =g U - 105.5 v' K 6 0.25 0.24 II • ® I II .: �+ - 0.25 2 - Ac. 13 Ac. 0.41 Ac. 45 m d m 7z_1Z _ - ��77 1atB ONE E s Nm(21 N eo ii 4 E. a 100.64 8 GJ 2 ,v 9$"ti Ios.os >9 J 2 t°k�:F � 4 3 � 6 7 0.23 �4 � ANQ�.O '^a(3) .• f , n13 A R ..� DALE i� �Ac 9,09 a b505 7Zb NI, 28 °D2335 . s EST ESZ IV. 0. 3-� �l S e ;'I' 0.21 55 sr 7I 67r:J5:1 5 3AT -.47_, �• io6518630110 40 $7TH - B3 70._._..69-.-6103 - r,"• tMl gL aN1 Ao� 100.04 ^•' 9.. , �TN I' $ 17 18 g 19 N20 21 l3 B 8217 4 • : � 0.99Ac. // /I � M g s SSA Ss_.22i �� N 0.% i' 4.7z '' f 4 r,' 0.40 Ac. �, a ji 4125 , 5 ' I35.i ,6 0 � __ 4 ti' ^ 600a 60031 1329 6669 h^ 55 ;i R. Cumberl 4. . 1" . tc _T�_-#_-_---i�:i6.i4Ir_'f41 21 I N.E 39 9TH PL. i 1 iY:: c 0.42 Ac. 4. titiv� 60.03 ' I , 60.03 4012'N 6 " .I: a[ii' @)104.35 Ralph R. Newton //60rs; pp`' 4)61 3��-o �_ 0 9031 _- o.46Ac.�, 1.32 Ac. - H i I L L S'5 50 - 7 'll ,� " 14 CD s3 15 14 13 I 12 II I 10 9 8 4��• 6579" 'j 1. // 0.19 _ 316.38 10® 78.31 70.85 6003 n...:'-_csn.> r5 RN.E I TF1 0 E. �• „ ❑ 1279.9E U l Fred Albert, et ux 2.94 AG. 1278.39 9S 0 - Fred Alberts el ux 3,48 Ac. 6 , I _ _ . 7B 1278.8s s School District 403 3.23 Ac. _° _ Antonio N ' --� u3 1277.32 ® 1-i 4.94 1,, 1 I‘1`1 • I I NONE D W 11 • 1 1 SC 1 m :00 School District 403 9.62 AC. 04 .1 NIsi 1 II en ,".------ ''T 11: gl F-iir-1 T 0 SP 031-121 ,6,06 e, =, 0 N Y,, -E—\N ' ,..7. 5 it0 - LLI. r-Tul '5'5smi Privl I. , -.• A CONDOMINIUM 120 UNITS an Stanley B De luny 141-.—'1-'7—Lri i '1717—Lri r—tnn 0 01(11 6 51/12 ' A --- 4. ti ,l`c,"6? 1— P l'-'2"-• 2 ' 3 1 5 ' 5 5 1 `2 ' ..• • I:IC.55' ',',Y1'. a •'5 '-•:1!1!rar 111V-g l'AF In. W [;] 1"- -k'El•••14 ' 1.. ..,.0„) .0:52,:•' ,t,:),$, . N.E. 1 ITH ST. —' '' 1.."'"--,4), :..'1,.,„"r.,..•.," 1,:;.,,t,0•..61" 1 $, 1 il!,.;:ty,..t's..,,. ------- I i',.. ,„',,-.;:ik-- ,.7,:Q, ,e1, „,tliriliiq ,-• '-, - - '0 .-.. , 1- ,..s-1. N.E. 10TH PL.• I ' t* I '•'''F' ",..,'„7' ' I r'.°, ' ; Al! . i'''. 11:1.1 -.3-zs.-—.„.,,.. rrk,i,, 4 , „•!4 1 ,4 ,.'' 9 8 7 A 3 ' '7 7 '71. O - 1 N.E. 10TH ST. Ilt 1111--1 Ell Nil••1'• • ,- In,7 2 01 t,...„ ,o ,_ o . 111-•?:, * ‘j-111:6- , -- Ey,P,-`'-''': ',,‘ '00 e ic'7' '2 '' ... En..„ 6 7 1. 1.N1 6 I , ..2.,11,3 ligtAdc0.- 1-5,3,,.. " ..mg_ A R 1.. A L.Ero tw ., "I •'02, EST• ES,Qiv 02' ,.' ,s;—. U 7'.:,-. 9 I -_i 0,9, „,,gp "M, I i,S; 07;„,..,6 o N.E:.::-.9TH PL.o ,I toriaTuc26-• Rolphl''Ri NAe vet onC) '''.,: 6',1..1°' 236'••••v 1 13' a 2 6 I 3 •63, .I l• OVA ' 313 IS .00.... ':, ,., ., - ''..E ig'8,-Elo . g Frl.el A:Ide,I, ct 6. 2 94 hr. e J. QM 19 0 aa .0 i Frcd Alberts el ox 148 Ac 01 1; 121P ISS LI2 L_ SL6631 DistrIct 303 3234c 02 ''''•••••• li .! -i i jo,,` School D.str, 403 9.62 Ac 9 a y_ CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS MEMORANDUM DATE: February 25, 1998 TO: Gregg Zimmerman,Administrator FROM: Arneta Henninger X6198 SUBJECT: DALAVER SHORT PLAT#1 LUA 97-118 NE 10TH ST The attached mylar is submitted for your review and signature. There was not any construction or utilitiy improvements required for this project. , Technical Services and Developmental Services have reviewed and recommended approval for the short plat. The staff member who closes out short plats has reviewed and recommends approval for the short plat. All fees have been paid. The yellow file is attached for your use. If you have any questions please call me. Thank you. cc: Neil W. 1 CITY OF RENTON PLANNINGBUILDING/PUBLIC WORKS MEMORANDUM DATE: December 24, 1997 TO: Neil W. Plan Review Supervisor Sonja F. Technical Services FROM: Arneta H. X6198 1► SUBJECT: " DALAVER SHORT PLAT#1 LUA 97-118 The above project has been resubmitted. Please review and comment. Thank you. CC: LUA 97-118 0 "Icy YeCOVdr141 , 1 / / )7P srt✓,a 0-7 v�i /ii� rrM v t)l4.�1� ��l1WWd. I P )0eW 6(1) - ,z/1- / 7 **************************************************************** City of Renton WA Receipt **************************************************************** Receipt Number: R9801102 Amount : 1, 735 . 01 02/25/98 14 : 55 Payment Method: CHECK Notation: #2078 WEAVER Init : JAC Project #: LUA97-118 Type: LUA Land Use Actions Parcel No: 102305-9200 Site Address : 4217 NE 10TH ST Total Fees : 2 , 753 . 57 This Payment 1, 735 . 01 Total ALL Pmts : 2 , 753 .57 Balance: . 00 **************************************************************** Account Code Description Amount 105 . 400 . 00 .318 . 70 Park Mitigation Fee 530 . 76 105 .464 . 318 . 70 . 902 Fire Mitigation-SFR 488 . 00 105 . 599 . 000 . 318 . 70 Traffic Mitigation Fee 716 .25 { • CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS MEMORANDUM DATE: February 24, 1998 TO: Sonja Fesser,Property Management FROM: Ameta Henninger,X6198 SUBJECT: DALAVER SHORT PLAT #1 LUA 97-118 NE 10TH ST FINAL REVIEW & APPROVAL FORM If all concerns have been addressed and you recommend recording of the mylar, please sign this memo below and return to me. Thank you. Approval: - ,Z 24 98 Name Title Date Robert T. Mac Onie, Jr. Mapping Supervisor t..S a) • ji th> 2/24/98 cc: Yellow File ""rIW apppi=iovAL lb ,r Et4 6U3JECT lz, r4 F ' � .c1-1..4.L-1 cam- f��co>�t�►�.rc� 1'I -1-f t= luCPiE.s�/ qt -6 /tom u-ry .��J=M>✓u�� ou• .pr -to op `tom +off- -I=.- r-• c 1 I1-4 l lurn 014 1 pE ri +.icu►-rrl��r-t�t-� • I i I'• Return Upon Recording To: • Carol Williams • PO Box 53431 , Bellevue, WA 98015 i_IT.UJTY EASEMENT AGREEMENT , . Juan.and Corazon Buenafe, ("Grantor"), are the owners of certain real property located in the City of Renton, County of King, State of Washington, having the street address of 4212 NE Court ("Property") who desire to grant to Carol Williams, as her separate estate, ("Grantee")the following utility easement affecting their Property. FILED BYP R E C I T A L S 11f w4 '3- I a • WHEREAS, Grantor and Grantee have an interest in adjoining real estate situated e in .thy City ot Kenton, County ot King, state or wasnrrigton, me respective Teal el 0 descriptions for which are as follows: Grantor Parcel [Tax Parcel #026850 0070: 0 02 Lot 7, Arlindalc, per the plat thereof recordcd'in Volume 75 of Plats,Page 10, Said uJCtifi'Pf,;; 1 ;d�:iFj ;lied for records of King County, Washingtonnrecord by n-ar.i : `•l,.;rt.;:•u_si irtts es ialui c) eccorr.mr;,Meal.^_, iy. it;;as rot been C. Grantee Parcel [Tax Parcel #102305-9200-05]; ear rr,innd s to 7rc r execution or as to ft��Qr`ar:t upon title. The east 100 feet of the northeast quarter of the northwest quarter of the southwest; • quarter of the northwest quarter of Section 10,Township 23 North,Range 5 East, W.M., situate in King County, Washington; EXCEPT the north 135 feet and south 93.37 fcct thereof; TOGETHER WITH an easement for ingress and egress over the west 30 fee of the east 130 fee of the northeast quarter of the northwest quarter of the southwest quarter of the northwest quarter of Section 10, Township 23 North, Range 5 East, W.M., in King County, Washington, EXCEPT the north 30 feet thereof conveyed to King County under recording number 4799399_ WHEREAS, Grantor's Property is already subject to an easement for ingress and egress for the benefit of Grantee's Parcel; • WHEREAS, the parties desire to create an easement over Grantor's Property for the purpose of allowing Grantee to install, maintain, or replace utilities to Grantee's property, • NOW, THEREFOR, in consideration of the promises and covenants set forth hereinafter, and for good and valuable consideration, the receipt of which is acknowledged, Grantor and Grantee agree as follows:' I. Description of Easement • The easement to be granted by Grantor is legally described as follows: the west 30 feet of the east 130 feet of the northeast quarter of the northwest quarter of the southwest quarter of the northwest quarter of Section 10, Township 23 North, Range 5 East, W.M_, in King County, Washington (`Easement"). II. Scope of Easement The scope of the Easement is to provide Grantee with access to andlor the right to construct and/or connect to any of the following utilities, which by way of illustration and not by way of limitation, are described as: natural gas, water, sanitary sewer, electricity, C) telecommunication, and television cable, and any and all other forms of publicly or 4 privately provided services in the nature of a utility which may now or later exist. y, Subject to the provisions of Article 11l, Grantee shall have the.exclusive right i within the Easement to enter upon, construct, repair and/or maintain any utility. • Ill. Duty to Restore; Indemnification • Grantee shall have the duty to restore any portion of the Easement to its original condition within a reasonable time period after exercising any right under the Easement. Grantee shall be responsible for all costs incurred by Grantee in the exercise of the rights under the Easement and shall indemnify, defend, and otherwise hold Grantor harmless from any claims made by third parties arising out of or connected with Grantee's use of the Easement. IV. Latecomer Charges Grantee shall be liable for any "latecomer" fee. or charge imposed by any utility for the benefit of Grantee to recover the cost of installing the utility from a later user. • V. Miscellaneous 5.1 All of the terms herein and the rights, duties and remedies of the parties •. shall be governed by the laws of the State of Washington. 5.2 All of the benefits of this agreement shall inure to Grantee's successors in • interest and assigns and the obligations hereunder shall be binding upon Grantor and Grantor's legal representatives, successors and assigns. , 5.3 Neither party shall be deemed to have waived any tights under this or any other agreement unless the waiver is in writing and signed by the party who is waiving such rights..•No delay by either party in cxcrcising their rights shall be a waiver nor shall a waiver on one occasion operate as a waiver of such right on a future occasion. • 5.4 In construing the. terms and conditions in this Utility Easment Agreement, the singular shall include the plural, all grammatical changes shall be made and implied so that this agreement shall apply equally to individuals, corporations and partnerships, all as the circumstances may require. For any party hereto which is a corporation, this instrument has been executed by one of its officers or other person authorized to do so. 5.5 In the event either party should seek, the assistance of a court of law to construe or interpret any portion of this Agreement, both parties agree that the Agreement shall not be interpreted or construed in the light most favorable or advantageous to that party simply because that party was not respotxsible for drafting the language in this C Agreement and the portion in question. ' - 5.6 Enforcement. In the event either party to this agreement shall commence and action at law to enforce any provision, the prevailing party shall be entitled to an i aW LU of WI i ituLilc Luw.t.LoSt3 anti, i11.n.{i{ihnn, rin r}.*iird o vcanonablo rttornoy fe+o. s. /. � !°zP`fri f l��f ! rr ti''sr-ia`-�,,JJ�f T�.ii r�i i i i Fyr, r� r f ,fuan Buenate /f I/ Date: lI Corazo.'Bucnate 0 • State of Washington ) ) ss • County of King ) On this day before me, a notary public, duly commissioned and sworn, appeared Juan and Corazon Buenafe to me known to be the individual(s) described in and who executed the foregoing instrument and acknowledged to me that they signed the instrument as their free and voluntary act for the uses and purposes therein mentioned. Witness my hand and official seal affixed the day and year in the certificate above written. Notary Public, at f WO igton CO Residing at:. �' 0 Commission Expires: ,. /q 19.7,9 0 • TI e . .,CIF • `*1 q J '411i, • 1I • Return Upon Recording'l'o: Carol Williams PO Box 53431 ' Bellevue, WA 98015 UTILITY EASEMENT AGREEMENT • Juan and Corazon Buenafe, ("Grantor"), are the owners of certain real property located in the City of Renton, County of King, State of'Washington, having the street i address of 4212 NE Court ("Property") who desire to grant to Carol Williams, as her . separate estate, ("Grantee") the following utility easement affecting their Property. FILED 3Y P RECITALS 0 C5) W4cc3--la I WHEREAS, Grantor and Grantee have an interest in adjoining real estate situated in the CLty of Kenton, County of tang, state or wasrungton, the respective legal descriptions for which are as follows: Ly, Grantor Parcel [Tax Parcel #026850 0070: I Lot 7, Arlindalc, per the plat thereof recorded,in Volume 75 of Plats, Page 10, ' Said docur-.Qr;;0) .�aete Tiled for • records of King County, Washington record by '3;i �I�^.;^;i st Title as ' I accor' ur,c ni:G'7 .:piy. it'as not bten ^` co Grantee Parcel [Tax,Parcel #102305-9200-05]:! e xemin0d as to proof-execution or ' • CD 0 I a,s to its effect upon title. The east 100 feet of the northeast quarter of the northwest quarter of the,southwest ; . quarter of the northwest quarter of Section 10,„Township 23 North,Range 5 East, 1 W.M., situate in King County, Washington; EXCEPT the north 135 feet and south 93.37 feet theicot; I . TOGETHER WITH an easement for ingress and egress over the west 30 fee of the east 130 fee of the northeast quarter of the,'northwest quarter of the southwest quarter of the northwest quarter of Section 1 0,'Township 23 North, Range 5 East, . W.M., in King County, Washington, EXCEPT the north 30 feet thereof conveyed to King County under recording number 4749349. . • i I • i • I , • . WHEREAS, Grantor's Property is already subject to an easement for ingress and • egress for the benefit of Grantee's Parcel; • WHEREAS, the parties desire to create an easement over Grantor's Property for the purpose of allowing Grantee to install, maintain, or, replace utilities to Grantee's property, : ! ! NOW, THEREFOR, in consideration of the promises and covenants set forth hereinafter, and for good and valuable consideration, the receipt of which is acknowledged, Grantor and Grantee agree as follows: , I. Description of Easement The easement to be granted by Grantor is legally described as follows: ! the west 30 feet of the east 130 feet of the northeast quarter of the northwest quarter of the southwest quarter of the northwest quarter of Section 10;Township CV I • ! 23 North, Range 5 East, W.M., in.King County, Washington ("Easement"), ! . IL Scope of Easement • The scope of the Easement is to provide Grantee with access to and/or the right to construct and/or connect to any of the following utilities, which by way of illustration and not by way of limitation, are described as: natural gas, water, sanitary sewer, electricity, telecommunication, and television cable, and any and all other forms of publicly or d ,co privately provided services in the nature of a utility which may now or later exist. ti,,,,04 ; Subject to the provisions of Article Ill, Grantee shall have the exclusive right within the Easement to enter upon, construct, repair and/or maintain any utility. , III. Duty to Restore; Indemnification Grantee shall have the duty to restore any portion of the Easement to its original , condition within a reasonable time period after exercising any right under the Easement. Grantee.shall be responsible for all costs incurred by Grantee in the exercise of the rights under the Easement and shall indemnify, defend, and otherwise hold Grantor hannless • , '' from any claims made by third parties arising out of;or connected. with Grantee's use of the!Easerrtent. IV. Latecomer Charges ' • Grantee shall be liable for any"latecomer" fee or charge imposed by any utility for the benefit of Grantee to recover the cost of installing the utility from a later user. . I . , • V. Miscellaneous I 5.1 All of the terms herein and the rights, duties and remedies of the parties ;' . shall be governed by the laws of the State of WashingtOn. ' 5.2 All of the benefits of this agreement shall inure to Grantee's successors in interest and assigns and the obligations hereunder shall'be binding upon Grantor and . Grantor's legal representatives, successors and assigns,. , - , 5.3 Neither party shall be deemed to have waived any rights under this or any i.other agreement unless the waiver is in writing and signed by the party who is waiving such rights..•No delay by either party in exercising their rights shall be a waiver nor shall a waiver on one occasion operate as a waiver of such right on a future occasion. 5.4 In construing the terms and conditions;in this Utility Easment Agreement, the, singular shall include the plural, all grammatical,changes shall. be made and implied • , so ;that this agreement shall apply equally to individuals, corporations and partnerships, all as the circumstances may require. For any party, hereto which is a corporation, this C� instrument has been executed by one of its officers or:other person authorized to do so. 5.5 in the event either party should seek the,assistance of a court of law to construe or interpret any portion of this Al reement, both parties agree that the Ag;recmem 0 shill not be interpreted or construed in the light most favorable or advantageous to that party simply because that party was not responsible for drafting the language in this 0 Agreement and the portion in question. ..a i 5.6 Enforcement. In tine event either party to •this agreement shall commence C and action at law to enforce any provision, the prevailing party shall be entitled to an 00 aw aid,ul all LuxutAc Loud Lusts and, i i1 iii itir,n, fain rin 'iud n of vmsondhlo nttornCy feec. CD , I I _ 1 f I I 7,7 -an Buenafe 1/ ' r1 ., i., ii,:, ,../.-!)., ' i r ' .' .f-'..., (,_„ `" Date: ], "• / ' , Corazo -Buenafe •• �` y y ' w*J *' I b 1y • . . i State of Washington ) _ 1 ) ss ; • County of King ) On this day before me, a notary public, dulyl,comnissioned. and sworn, appeared Juan and Corazon Buenafe to me known to be the individual(s) described in and who". • • executed the foregoing instrument and acknowledged •to me that they signed the instrument as their free and voluntary act for the uses and purposes therein mentioned. Witness my hand and official seal affixed the day and year in the certificate above written. . ----7 , . _la-- „. Notary Public, t ,pf W �iton CO Residing at: ` r,_ 40 Commission Expires: /q, ` 0 , ' CO o C 0 . • I , ., i� ' i 1f4' .M' 'fir% I.W CITY OF RENTON PLANNINGBUILDING/PUBLIC WORKS MEMORANDUM DATE: February 11, 1998 TO: Arneta Henninger FROM: Sonja J.Fesser SUBJECT: Dalaver Short Plat,LUA-97-118-SHPL Recorded Utilities Easement Document(K. C.Rec.No. 9801303002) The above referenced recorded utility easement document satisfactorily addresses the concern that Bob Mac Onie and I had about the legal right to connect to various utilities for the two lots in this short plat. A second signed Utility Easement Agreement document (attached to the above referenced recorded document),between Juan and Corazon Buenafe and the short plat applicant, does not have a recording number. Is this document recorded, or going to be recorded with the short plat? If so, then the recording number of said document needs to be referenced on the short plat drawing. We would like to review the short plat drawing one more time after the building set-back lines are removed. \\TS SERVERXSYS2:\COMMON\-H:\FILE.SYS\LND\20\0211\RV980210.DOC1sf A CITY OF RENTON PLANNINGBUILDING/PUBLIC WORKS MEMORANDUM DATE: February 6, 1998 TO: Sonja,Technical Services FROM: Arneta H. X6198 ltt< SUBJECT: DALAVER SHORT PLAT#1 LUA 97-118 The above project bluelines have been resubmitted along with copies of(recorded)utilities easement. I noticed that the setback lines are shown and that is something that does need to be deleted. Please review and comment. Thank you. cc: Neil W. JtIii 01 4-Aur IL AR I i 1LL +11`GJ di , 1J•JJ 7 Inn' - LI I I o-' 'tG.JOG:1414.0', Li J ill! :, , DALAVER CON$TRUCT1ON g :' • P.O.BOX 534$1 . ,. BELLEVUE,WA 99013 0 , !, k_. ( 6 4212 g Al a _ , .,. n When Recorded Return TO: ESCROW PARTNERS,1NC. E 400 112TH AVENUE N.E. #200 4 :` BELLEVUE, WA 98004 1 Escrow No. 970166T 2 q LPB-10 3 Statutory Warranty Deed ' I Reference M (if appIicable):_ w Orantor(s): RAY, XET':'R ALAN additional on page: Grantee(e): WAVER, RAvID s WILLIAM. CAROL Additional on page: ' Legal Deecription:(abbreviated): NW Vii 10-23-05 Full legal on pages 2 1e Aeeessor'a Tax Parcel IDit: 102305.9204-45 8 TILE GRANTOR XIIITa ALAN RAY, A SINGLE PERSON As HIs SEPAAATZ ESTATE for and in consideration of Ten Dollars and other valuable consideration in hand paid. conveys and warrants to LAVID WEAVER AND CAROL WILLIAMS, HUSBAND LW WIT! the following described real estate, situated in the County of King, State of Washington+ Lf5 LEGAL D5BCAZPTION ATTACHED RARZTO ON PAGE 2 AND MADE A PART HEREOF by O AZIZASNCR ei t" c FILED BY PNWT 300q 13-(o ul Assessor's Tax Paiial ID f: 102305-9200-05 DATED: January 31, 1997 ' d (XLh:) a 1�/31� KaITH ALAN RAY RI State of Washington } •• / -.. vp�C County of King eei" "N y . I certify that I know or have e je cc that KEITN ALAN RAY is/are the person(s) who ar red+11r4or — e, and said pereoa(s) acknowledged that BB signed thirisaMiii acknowledged it to be Sig free and voluntary act for 4taeas- f urpoees mentioned in this instrument. kt0ASt`s• ' si •/.��y / . _ ___., - E^,.e e Dated - �,�� BoLONTOI Notary/Public in and for .. state of Washington. residing at .'LPe.-,iteC._ ay appointment expires: p.V.2 X /(:) Filed b : _ _ Ei526020 02/04/9: iii2.50 623OO-0O Y }: PN � L." .,, , , .._. ., �, u� . L'J•V'I Liu!'vn' _. ui`i 1 0� }Lc7Z3L/L$LJ,� 0/ 0I f ., D(MA� NSTRUCT'!ON • S3131;. .• BELLEWE,;1MAi 15 (425)843-.402: •• • . • The east 100 feet of the northeast quarter of the northwest quarter I of the southwest quarter of the northwest quarter of Section 10. Township 21 North, Range 5 East, M.M., in King County, Washington; EXCEPT the north 135 feet and the south 93.37 feet thereof; feet of TOGETHER WITH an easement for ingress and egress over the west 30 quarter ofthe east of thethesouthwestt of the quarter northeast ofrwest th Section 10, Township 23 North, Range 5 East, N.M., in King County, Washington; EXCEPT the north 30 feet thereof.conveyed to King County under Recording Number 4799399. END OF SCHEDUr,g A CO C3 C3 . rr a N • • • • • • • • • • IMMO • • • • • • Filed by :` - PNWI' 11 CITJF RENTON .LL Sl Planning/Building/Public Works Department Jesse Tanner,Mayor Gregg Zimmerman P.E.,Administrator January 9, 1998 David Weaver Dalaver Construction PO Box 53431 Bellevue, WA 98015 SUBJECT: DALAVER SHORT PLAT #1 LUA 97-118 Dear Mr. Weaver: Staff has completed the review on the above short plat project, including the documents you submitted on January 6, 1998, and has made the following comments. Upon completion of the corrections and revisions please submit three bluelines to my office. It is not necessary to sign and notarize each blueline set of drawings submitted for review. Please note that there may be additional corrections as supplemental information becomes available. The new ten foot utility easement over the proposed lot 1 needs to have the following statement on the drawing, juxtaposed to the subject easement: 'New private exclusive easement for sanitary sewer stub to be created upon the sale of the lots shown on this short plat. (See Declaration of Covenants)." The recently submitted recorded copy of the Agreement to Create Easement Document recorded under King County Recording Number 9308133569 was also reviewed for a second time. This easement agreement does not benefit the subject short plat property. The properties involved in the agreements are lots 1,3,4,5,6 and 7 of the plat of Arlindale and King County Tax Lot 1023059245. The subject short plat property lies adjacent to said lot 7 and said tax lot, but is not a benefactor to the agreement. The Plat Certificate, dated October 23, 1997, does not list any additional recorded documents which address easement rights. None of the documents submitted to the City to date shows that the property at issue has permission to enter upon another person's land for the purpose of installing a water service line to serve the property at issue. This issue needs to be resolved before the short plat can be recorded. It is in the best interest of not only the current owner but any future owners that this issue is resolved. You need to acquire an easement for additional utilities and present proof of the same to the City. In addition, you should also show how other utilities such as Puget Energy and US West will serve this short plat. 200 Mill Avenue South - Renton, Washington 98055 19)This oaoer contains 50%recycled material.20%post consumer � M Delayer Short Plat #1 LUA 97-118 Page 2 of 2 If you have any questions please call me at (425)277-6198. Thank you for your cooperation. Sincerely, Arneta Henninger Engineering Specialist Development Services Division pc: Neil Watts Bob MacOnie Tom Boyns File LUA 97-118 CITY OF RENTON PLANNINGBUILDING/PUBLIC WORKS MEMORANDUM DATE: December 24, 1997 TO: Neil W. Plan Review Supervisor Sonja F. Technical Services FROM: Ameta H. X6198 SUBJECT: DALAVER SHORT PLAT#1 LUA 97-118 The above project has been resubmitted. Please review and comment. Thank you. CC: LUA 97-118 = CIT OF RENTON to era ' Planning/Building/Public Works Department Jesse Tanner,Mayor Gregg Zimmerman P.E.,Administrator December 12, 1997 David Weaver Dalaver Construction PO Box 53431 Bellevue, WA 98015 SUBJECT: DALAVER SHORT PLAT #1 LUA 97-118 Dear Mr. Weaver: Staff has completed the review on the above short plat project and has made the following comments. Upon completion of the corrections and revisions please submit 3 bluelines to my office. Please note that there may be additional corrections as supplemental information becomes available. The applicant is responsible for providing the necessary 10' private sanitary sewer easement to serve the future short plat. The title reports do not note that utilities are included in the ingress/egress portion of the legal description. The recently submitted recorded copy of the ingress/egress easement, (9702041008) was also reviewed. This easement does not include utilities. The short plat needs a utility easement granted to the proposed lots. If you have any questions please call me at 277-6198. Thank you for your cooperation. Sincerely, Arneta Henninger Engineering Specialist Development Services Division pc: Neil Watts Bob MacOnie Tom Boyns File LUA 97-118 200 Mill Avenue South - Renton, Washington 98055 ®This paper contains 50%recycled material,20%post consumer CITY OF RENTON PLANNINGBUILDING/PUBLIC WORKS MEMORANDUM DATE: December 1, 1997 TO: Neil W. Plan Review Supervisor Sonja F. Technical Services FROM: Arneta H. X 6198 0` SUBJECT: DALAVER SHORT PLAT#1 LUA 97-118 UNION AV NE&NE 10TH ST The above short plat drawing has been resubmitted. Please review and comment. If you have any questions please call me. Thank you. cc: Yellow File H:\W W6ODO11MEMO.DOT\bh .. pCITi >F RENTON c. Planning/Building/Public Works Department Jesse Tanner,Mayor Gregg Zimmerman P.E.,Administrator November 17, 1997 David Weaver Dalaver Construction PO Box 53431 Bellevue, WA 98015 Dear Mr. Weaver: SUBJECT: DALAVER SHORT PLAT LUA 97-118 Staff reviewed the above-subject short plat project and have the following comments. Please note that there may be additional corrections as supplemental information becomes available. * Administrative Short Plat Report and Decisions lists the project name as Dalaver Short Plat #1 . City files indicate the name is Dalaver Short Plat; the blueline submitted shows the name Weaver Short Plat. Please verify that there is only one short plat and indicate the correct name. * The short plat drawing calls out a 30' ingress/egress easement. The call out needs to include the recording number of this ingress/egress easement. * There needs to be a call out on the short plat drawing that the properties to the north and to the south of the subject property are unplatted. * Show the City of Renton land use action number (LUA 97-118-SHPL) and the City's land record number (LND 20-0211) on the drawing. The type size used for the land use action number (LUA) should be a larger type size than that used for the land record number (LND). * Show the following addresses for the lots on the drawing: Lot 1 4217 NE 10th St. Lot 2 4221 NE 10 St. * The City of Renton official signing the short plat document is 'City of Renton Administrator, Planning/Building/Public Works." Revise the approvals block accordingly. * The plat certificate shows Carol Williams as the owner. The drawing shows two blank lines for two owners and no names. Resolve the discrepancies and print the name of the owner(s) under the blank line on the short plat drawing. 200 Miii Avenue South - Renton, Washington 98055 Cam]This caner contains 50%recycled material PM,nest rnnsumer Dalaver Short Plat #1 LUA 97-118 Page 2 of 2 * The Agreement to Create Easement and Declaration of Cross-Easements documents (submitted by the applicant) were both recorded under King County Recording No. 930831 1569 (?), and do not appear to benefit the subject property. The title reports submitted do not note this recorded document as encumbering or benefiting the subject property. The properties affected by this recorded document are properties adjoining on the west of the subject property (Tax Lot #102305-9245 and lots 1,3,4,5,6,and 7 of the plat of Arlindale). This document does not provide proof of legal access for the subject property as required by Item Number 5 of the Land Use Action decision. * The applicant is responsible for providing the necessary 10' private sanitary sewer easement to serve the future short plat. The title reports do not note that utilities are included in the ingress/egress portion of the legal description. * The legal descriptions for the new lots created via this short plat are not necessary. * The equipment and procedures statement, noted on the drawing, does not meet the minimum font size of 0.8, per WAC 332-130-050 (d) (iii). FEES: * Park Mitigation Fee of $530.76 for each newly created lot must be paid prior to the recording of the short plat. * Fire Mitigation Fee of $488 per each newly created lot must be paid prior to the recording of the short plat. * Traffic Mitigation Fee of $716.5 must be paid prior to the recording of the short plat. * A check in the amount of $11 .65 made out to National Courier will be requested upon approval of the short plat. Upon completion of the corrections and revisions please submit 3 bluelines to my office. If you have any questions please call me at 277-6198. Thank you for your cooperation. Sincerely, Arneta Henninger Engineering Specialist Development Services Division pc: Neil Watts Bob MacOnie Tom Boyns File LUA 97 18 CjF RENTON F� f�s E OCT 2 7 1997 PLAN REVIEW City of Renton October 24th, 1997 Arneta Henninger 200 Mill Avenue South Renton,WA 98055 Dear Arneta; In regards to Dalaver Short Plat#1,LUA-97-118, SHPL at 4217 NE 10th Street, Report&Decision dated September 29th, 1997. 1. Fire Mitigation Fee $976.00 2. Park Mitigation Fee $530.76 3. Transportation Mitigation Fee $716.25 Total $2223.01 4. Removal of existing house and garage. Enclosed is the demolition permit signed. and completed. Exhibit#1. 5. Enclosed is proof of legal access from Fidelity National Title Company reflecting The 2 easements and their records numbers. Exhibit#2 and Exhibit#3. This completes the outstanding conditions of approval. In regards to our last phone conversation, on Thursday, October 23rd, 1997. You asked for: A. 3 blue-line copies of short plat map,Exhibit#4. B. short plat certificate that was completed by Pacific Northwest Title Company, Exhibit#5. C. closure calculation completed by D.R. Strong(engineer) EKff eBTT-4 Q D. short plat fee and you checked on it and confirmed there would be no fee. Thank you for yo l elp in this matter. Sincerely, David Weaver Dalaver Construction P.O. Box 53431 Bellevue,WA 98015 (425) 643-4212 Current Planning Div. February 17th, 1997 200 Mill Ave. South Renton, WA 98055 Dear Laureen Nicolay; In regards to: 4217 NE 10th Street Renton,WA 98059 My wish is to short plat this 100' x 100' lot into two 50' x 100' lots. The north property line would stay the same 100' and the west property line (boundary)would change to 50'. Total of two 50' each x 100' lots. Enclosed are the preliminaries on the sewer and water. The property now has an uninhabital, single family home which would be demolished and two new, approximately 1500 square foot homes, side by side would be constructed. The only issue which I believe to be of concern is the easement for ingress and egress. As it is now, the easement is paved 18' 6' wide and runs from 10th Street past the lots to the only other home on this easement. The easement in front, or to the west of subject property is recorded on the title of Lot 7 or 4212 NE 9th Place which states the easement to be 30' wide. The easement from NE 10th Street is granted from 4229 NE 10th Street and recorded under number 9704291299, stating 30' wide easement for ingress, egress and utilities. I appreciate your help in this matter. Sincerely,, David Wea Dalaver Construction 643-4212 • Po ///'P ,A,4 v,, /o - 2 9'.5 ko .10 • . yel .90 4. � Z I ' ° o itz 60a O O O • p ^ ()IN( � OSee• e• p\ i 3 35 q... 33 32 , •t 2.:1� . g a - t 4. ' 7s97 c 70_a �r f ''_ z . O N. E . o 10 TH. PL . O,_ v _1. P2 see.t9..?1, - -/ar.sA �t` ~' s'1ie_�Y'94 soc�e_ ^'_ C Or TV r S,fSTN. 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'tf Z Rs #77.4" O,tn. 438 ff , 0 ` k^‘ 1. �,, 2 �+ A. o ✓1 I 75- °►b A A ono ! ` AfdLlf�IDAL�E;'4UL. 6 4 .4.4 0 4 `a✓ N . 4t,!.. < '‘S•4 Q (fir ..ri c� �� 7p (k 4 N. l'r4 �`ct 1 's �1 t� _D10 II ,41100 At: �4.. te7 A CO.H 7t 7r iN.)• III w " o. 4 y`�� S r v' 6 ",II .`. 7 R IJ R.}I. ....SC-f-t 1.0 00• . ° WV 00 '' •► 01 4. ,/4-17-it.r aaace TR A-4 cs 5 •, :t8.�t� +� ta„ loo.0 4 tiBB-L7.//tile Z307 87 U ' � /Tj�) Se ' 63 II A' > • (V ([, , 7o L9 S P6= ,4 F tt• 7.f,� I 0 - V1.O�J (N i 17 18 ! 19 APACINORTHWEST TITLE COMPANY tVOR TJ F1C Formerly Stewart Title Company Order No. 36 6 5 2 3 . IMPORTANT: This is not a Plat of Survey. It is furnished as a convenience to locate the land indicated hereon with reference to streets and other land. No liability is assumed by reason of reliance hereon. SOUTH , IN.Pl-tk A 1 , . . Pro (f.:6/S-9 . . ( 1 , /00 - •01 , . 1 _ . C if) (,) • 1 5 C.N.0 4 zi, (Soo ' c.) Heic. --- ''' tic/41c IN13 . c.) ...,-NA,i(,Lc:--- . . 5/ / , %lc ( C- . , ' F-Prvvir tc) FA--.01,( </PI eri)f . 1 tf -- I-- , \ t.,1 OC) ,0I re, f 1 . 1 3 C)f GeksEu'ille o " .. . _____. . / . . ( , 1 f-toolc:s• 56 f (:--).Av-=-(7- `,,),4 /).s. Ael,,,- $ • i 506 / S(Z t,e- (S ) AZ( irN el)e ( . .. 5 ' . . . ' . . 1--Erzov -I' VitAar -2.0 ' , . . D i?t UITCt.g/Y CITY • 5, Planning/Building/Public Works Department WOLF 3 !G Gregg Zimmerman 1P E-,Administrator Jesse Tanner Mayor, .,..®--..• a d-- �+..•» �„�,,m,,m„ _.�.�.�,. -e.. • • December 17, 1996 William Grover 3176 NE Sunset Blvd Renton, WA 98056 SUBJECT: WATER AVAILABILITY CERTIFICATE FOR A SHORT PLAT IN RENTON,WA • Location or Address: 4217 NE 10th Street Renton, WA King County Tax Account No.: Tax Lot ii 1023059200 Legal Description:-None provided by requester. • Applicant's Name: William Grover Phone Number: None provided by requester. This letter is to certify that water service to the property described above will be provided by the City of Renton subject to the following requirements: There is one existing water service and meter box serving the lot from' a 10 inch main on NE 10th Street. Connection for the additional service line will be to an existing 10 inch diameter water main located along NE 10th Street for domestic water service for each single family dwelling. The Meter and meter box will be placed • within the right-of-way for NE-IOth Street af a 90.degree'angle to the point..of connection to the main. The owner is responsible for determining the size of service lines, meters and private supply lines running from the meters to the dwellings. These':shall be sized'usingthe.'Uniform Plumbing`Cade to provide adequate flow and pressure to the residences. This may mean:replacing the existing service with a larger one. The owner is responsible for obtaining any easements required to install and maintain the private service lines. • There is an existing fire hydrant connected to the 10 inch diameter water main located along NE 10th Street, approximately 175 feet east of the intersection of NE 10th Street and Vas.hon Avenue NE, which can deliver 1,000 gallons per Minute (gpm)_ There is also is an existing fire hydrant connected to an 8 inch diameter water main located along NE 9th Court, approximately. 160 feet west of the west end of the street. The proposed residences must be located•within 300 feet of a fire hydrant which can deliver 1,000 gpm. The distance is measured along roadways and driveways from the hydrant to a building corner. The`300 foot path must not contain any obstructions to fire fighting apparatus (e.g., the chain across the end of NE 9th Court). The lots must be served by-a fire apparatus access road; examples of which are enclosed. Plcase consult with the Fire Marshall regarding specific fire protection requirements. Because the lot was previously served with water one of the new lots of the short plat is exempt from paying the system development charge. The owner must designate which lot gets the credit at the time the owner applies for the short plat. Payment of all applicable system development, water meter, and fire hydrant installation inspection fees by the property owner: 1) water meter and service line installation charge (e.g., $600.00 for each 3/4 inch meter and service line; $1,100 for each one inch meter and.service line), and 2) system development charge ($850.00 for the designated lot). The charge for turning on the existing service is $20.00_ --- - .. .Tiil ,A, ,,�e1n'�.,:..°l1 ?t.1Sf111 1T,c.lrlvnG'}on 17S'(l5 „�• ��. �� FAX U o . :5 1 y.} L I )6• •�3 • CITY OF RENTON SANITARY SEWER AVAILABILITY 1'1.4.1,r, t�+,, s 1 FOR A SINGLE FAMILY RESIDENTIAL BUILDING TO BE FILLED OUT BY APPLICANT: Date of Request ( - 3 - 5 - , L C✓ AUr I�- Phone No_ 201) b 1 Lt Applicant's Name: —.• � , - Mailing Address PE) = �'�7(-( �.�. ..:�= (Ai _W �7 7 T/ Check one: Lr)r h Gti _ 401� 1G, ' G/l "*; Proposed Single Family Home _ Existing Single Fami,lx Home f7�n Septic Other recity),...?-2„1 C::';t f.S r f i Location/Address: t0) l v_ (C ,A !V King County Tax Account No: /C 3, ` 1 OC) Legally Described as: • THIS APPLICATION SHALL INCLUDE A COPY OF THE PROPOSED SITE/PLOT PLAN. INFORMATION PROVIDED BY CITY: i U c.v' [) 1. Sanitary Sewer Service will be provided by side sewer connection gmy to an e 'sting &,-;,1 size sewer main located within - f�- City records show a side sewer stub to the property 0 V 0 N or E1 Sanitary sewer service will require an extension of approximately - of size sewer main located within _ or -714 r- C� ion d 7/ ,zr - 2. eference data77 > _ 3. 4 Payment of all applicable system development fees: (Fees are subject to change without notice) - System Development Charge: $ 585 der single family residence - Residential building sewer permit; $ 60 per single family residence - Latecomers, special assessment fees: • - Right of Way Fee (Less than 35' ) $ - Right of Way Bond ($1000 if req'd) $ $ _. Pacific Northwest Title "Your Locally Owned Title Company" Bld Parcel ID:102305 9245 g' 1 Total :$102,900 Land :552,000 Owner :Hero Sid & Kinhom Bounleuth J Ladct :$50,900 CoOwner rvd :49 Site Addr:4213 NE 10th St Renton 98059 $Im%Imprvd Addr:4213 NE 10th St Renton Wa 98059 Levy Cd :2100 Sale Date:04/29/94 Doc# :1299 1996 Tax :$1,449.21 SalePrice:$110,000 FULL Deed :Warranty Phone . Loan Amt :$109,560 Type:Fha Medallion Mtg Vol: Pg: Use Code :101 RES,SINGLE FAMILY RESIDENCE MapGrid :626 G6 Zoning St NbrhdCd :032004 CENSUS - Tract :251.00 Prop Desc: Legal :STR 102305 TAXLOT 245 N 160.02 FT Tract :3 :OF NW 1/4 OF SW 1/4 OF NW 1/4 LESS :NW10 23N05E :W 465 FT LESS E 100 FT LESS CO RD QSTR PROPERTY CHARACTERISTICS Bedrooms :4 1st Floor SF :1,040 Year Built :1970 2nd Floor SFEff Year Bath Full:l :Bath 3/4 : Half Floor SF BldgC Bldg Matl ationd . Bath 1/2 : AboveGrnd SF :1,040 Bldg Grade :Avg Other Rms: Bsmnt Finished Dining Rm: Bsmnt Total SF : Interior Fireplace:1 Building SqFt :1,040 Wall Matl Deckliance Lease SqFt Insulation App : HeatSource :Electric DeckSqFt Laund Carport SqFt Heat Type :Basebrd Porchry :Yes:Yes Garage Type :Attached Air Method Pool Attached GrgSF :340 EletricSvC Spa Detached GrgSF Wtr Source :Public • Bsmnt ParkingSF: Sewer Type :Public Sauna Stories :1 Basement Type Purpose Units Basement Grade : Nuisance • LAND INFORMATION OTHER INFORMATION St Access: Lot SqFt :9,230 St Surface :Paved Soundproof : Lot Acres: .21 Tennis Storage Beach Acc: Elevator Curb/Gutter : WtrFront : Lot Shape: Sidewalk WtrFntLoc: Tde/Upind: Sprinklers WtrFrntFT: Topogrphy:Level Security St Light :Yes GroundCvr:Even TopoProbd:Level Golf Adj . VIEW3:Mountain: Lake/Rvr: Puget: City: Lk Wa/Sam: TRANSFER HISTORY DEED LOAN TYPE OWNERS DATE / DOC # PRICE :Warran :S1].2,363 :Fha :Webb Joseph K Iii/Kath :08/27/90 927 :$111,500 Information Provided Is Deem--1 nrhohfe,RNt It Not Guaranteed. • ..RT!:k ItP.t;t)RfINC RETURN TO: ' ORIGINAL ' 1 .SOU i;AST VALLEY ROAD, OA I hF.K"tcv, WA 98055 ; i I . AGREEMENT TO CREATE EASEMENT 'i 1 • . Agreement made,effective as the day of August, 1993,by and x between Joseph K. £tX$XT(1iXN7r1 V Webb Ill.of 4213 N.E.10th Street,City of I r% i Renton,County of King,State of Washington("Grantors"),and Gary-Vito 3 . and Beth Anicello,3401 N.P.7th Street,City of Ren.on,Ce::nty of King, State of Washington ("CCratritces"). RECITALS t x • 1 ..he I•;trtie.recite and Cicdl,lre: A. The par tics have an interest in adjoining real estate situated in the City of Renton,County of King,State of Washington,and described, rvt-peetively, as follows! x !'.r,cot ,1: t - '�• North 160.02 feet of the N'rrthwest 1/4 less the west • 463 feet less the east 100 feet Tess county road. King county Parcel Number 102305-9243-02("Parcel iA"); • l'a.reel,IS: • Lots 1,:1,4, 5,6,and 7, Arlindate Plat.Vol.75,p,10. Records of King County ("Parcel B");and I'n rc. Lc: nu'cast thi-tV !:0) feet of Lot 7 of Parcel t3 ("Parcel C"). Parcel A is owned by grantors. Parcel B is owned by Grantees. Parcel C' is e'tvncd by Grantees, L. The parties desire to create an casement over Parcel A for the r•e:rl?ose of a driveway which shall be knnwn as Parcel b and is described as The vast thirty (30) feet of the North 160.02 feet of the Nt.,rthwe�st 1/4 Tess the west 465 feet less the east I ' I feet toys count . road. Kirg County Parcel Number 1I)230-)245.02: EXCISE TAX NOT'REQUIRED . i i . Klia Co.Ncmds DIvIsi n ,1c;KEI:mr N'I' "'o CftL'.�T, 1:ASI:Mr;N't' - I by2 w 2sed. 1s...Deputy . r--., , �_ 'f . o . } NOW,THEREFORE,in consideration of the covenants contained i herein and other good and valuable consideration, the receipt of which'he . ` parties hereby acknowledge, the parties agree as follows: 1. An easement for a common driveway in Favor of Lots 1,3,4,5, Il . • h,and 7, Parcel 3 is created over!'creel D which is the strip of land thirty 1 , (30) feet in width along the cost boundary line of Parcel A ("Easement"). 2. The purpose of the Easement is to extend the use of a driveway thirty (30) feet in width for the benefit of Parcel B for vehicular { and pedestrian ingress and egress, including emergency vehicle use,and t for the installation of utilities. ``` i 3. Thu Easement shall provide direct access to the benefited j44 parcels from N.E. 10th Street. i xi The� Easement created by this Agreement is superior and paramount to the rights of either of the parties to this Agreement in their t respective properties. 5. • The Easement shall be a covenant running with the land and 'be binding on and inure to the benefit o, the parties to this Agreement, their respective heirs. successors,or assigns. •=• i f,. The Easement shall have a perpetual duration. 7. This Agreement shell crnstitute the entire agreement betwien the parties And any prior understanding or representation of any kind preceding the date of this Agreement shill not be binding upon either p.^..'tv CNCeht to the e`Itent sot forth in this Agreement. , S. Any modification of this Agra"ment or additional obagation es. umed by either party In connection with this Agreement shall be . binding only if evidenced in writing signed by each party or an authorized reprvSentative►of each party with the same formality as required in a '!^ed, a• A';;;NI'f'htt',V t 'RI CREATE EASEMENT - 2 i 6 • • .. : . . • • . • ,t!4. F7n' . . .• • • J . • _ • • . • . • • • . i F•L, a: • • V.:,, In witness whereof,each party to this agreement has caused it to be executed at Renton, Washington on the date indicated below, r+�;i; GRANTORS: GRANTEES: f 0l0 .ph . Webb ili Date Gary-Vita Anicello Date j 88YY •j /// ' ,(4 413(7 '.' d 5--?_3 ;; ;9 • 1 rut MAMMA( Date . Beth Ankeilo Date • x»p. + STATE OF W ASHINGTON • 1 ) r'Al , . COUNTY OF KING . ) ss . , J • o y1 1 ,nl.l }^� -' On this day personally appeared before me Joseph,K.Webb III and h, --- p 1<atl�leen Webb, to me known to be the individuals described in and who .. cxI•cuted thc-•,'•ithin and foregoing instrument,and acknowledge that they . signed the same a, their free and voluntary act and deed,for the uses and . � purposes therein me.itioned. ;` GIVEN under my hand and official seal this4. day of August, 1993. j • • 1 e�rt►�• ,.. .. . ` r .' • ' NOTARY PUBLIC in and fo ht• fn'te -ry�f•ofWas,ungton,residingat• �_.4,: ' �'°`r 4 My apF+nintmentexrtrP. y,� ' • STATE ".'F W/�.5Ei1NC,TOi�i ) ;T- :;+aye++; ) Ss. 1 IP COUNTY CF KING - 1 • ; On this day personally .appeared before me Gary-Vito Anicello and ,, • Beth Anlcello, to mc'known to he the individuals described hi and who 1 f , , executed the within and foregoing instrument,and acknowledge that they p signed the same as their free and voluntary act and deed,for the uses and • purposes therein mentioned. 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SX3 ONV 'St5)I.1.VAIISS311'SMOLL311.I.S211'SNO111CA.0 aS.LN\1r4WA! 01 1.7.&1 115 . :A '3C1311811 S.11V4 V 3Q11IA 3DiII213.27 BALL Al WV „V" .LIUI11)C1 SV CIISIall 1r3IL V..T.V NOI.LdI)fl Q '1V'.ai1 :aollmgirMJO OlirlS' • wix jo dlun03 aqt 01 palen119'alrlsa teas pagtneap 2u;A,o11oJ alp • '. 11/3/11d 71 )IS V 'I4011NIK •r 1Wfl[NIDU 01,1V•NJS&d 39JNIS V 401Q11 CJIS 01 slob/*%puts itooa'pied pu®q ue r W tt IJ.VIdt:::N41 3rItdVll'1VA I131ii0 GNV SHVI'1(XI (00'01.$) :•K3.L Jo uallr,aplsuoa Di pu,.oJiit =VJSa JJ.V Nd3:3 Ball SV 'III EIE1:dM ':I 11d:190L' ki01N110h 3I4.C' IJ- p0aG: ;:z.i.iu i�.JOinieis c- el ' ; 1 �,r, `I i ! . . ,s-h , ..�..,:; �)i�I dIz e1�ls rANo d W .-.T. 11_ .�:)• l Z ` ___ \.(--I'1•-) — e9atppb '� f . 2. 0 • •--- ;'I a `:O1'11VW ONICUOOSU Ud1:IV . • . G Je Isanhau Jt p,wau awl . 1 t7 : . G . .Mn ll,iap;moti 19a paAJay.r4 male sm. ' • ' r �'• 1 '; i 1, J•; • :' • ':,'.• • 'I `^ . ii�;': 1..-I •.•ri 1 -is• • .i • 1,' •I. 1 5 .r I y.";.•S i 1. • 1.12 :r r:.. • ? •,1,,t • !AGM. ut;scn,Trrura •/!' • •11ir1 north 165.2 feet of tIlt± ITbrt15u0nt r;un.rtor of the 9outhwent r=unr t ter of L11e xx' urth�'enl, tlunrt;.r or. SeCLion fo, 'Covnnhip 23 north, Rusgo 5 liAnt', 'R.N.. in King il County, Her,111tigton: . . . _ rrcKF'r tbr. :+arlt 463 tort L•herkot; • %•• ®'c` Any r.X ?T'T I:ho rnet 70t1 re.tL LhiliooE; " r rt. 1 n1II; F,eCRt^1' the north ?o root fur, L'Ur Comity Itcynd; V/ttint•c In the County ut', I:Liiy Gt't'I:e of Wet nh'l.19 tors. la' .I'4, i V S . . • .., l •1 i I i'r ': It.• ,� •e.' t, r} , I , �•r I• • ' i 1 ' • r • .rl ., il, • • 'y r`• I� • • •I it ;'•.1/1 �.1•, .r , , )•••i I ' ',,•f'. • r. t. ' .. t�� • I ,'. r''1 1, ,r 1. :, • • r • r I. • Ntr • , .r , • I. ..;.e,. • kfk i';'I,:; ' ' ' :,:' 4' , I I ;,' • ?Tl,, . i • ' • '•'• ''! ' 1•� ' .. ?'•i..i".•;.•.,•'',;•',''•.• •. •, .. • ' •• ,.. . '.. ..•'..s•.• • ' ' • ..1 • • .. • • i • , . . . . r. :... .. , .. f I • iI !'� ' , '. • � 1 1' ip t 11 r .. St14 • '1 .,: I • , ' • . • . . • ' ••`:, S . I •I I i ,I. • ELI1161r "WI ;� • SPECIAL EXCEPTIONS >:ASEM5rrr NID cUt1Ul'riotS COKrAINSU THEREIN, AB oiu iPQU By Y.NS'PROMIZOT: Recorded: November 11, 1911 • ' Recording No, : '3204311 In Favor '1• t+ugat 8 J Poster And bight Company, a Ns.nrrhue!•te Corporation +`nrpose: Eleotrlu trennml.slonlline Aiterte: The deecriptlon contained in the above Inetruraent is not etg flo+cnt.tO ditermine its exact location within the ' Property herein d..orihed. f • Right to make necessary slopes for cuts or fills :+,•,.,: property herein described , so granted by heed recorded under Recording No.: 4797)43 I Ire be omitted from forthcoming Lenders Policy.) , EMINENT AND CONDITIONS CONTAINED THEREIN, AS QRANrgD br INSTRUMENT: Recorded: August 3 R•^curding No.' 1,. 139J. 6 9]00)1196! a U► Favor off Qery•Vito Nlcello end Both N:ical)o Purpose: vehicular end Pedestrian in dress. driveway and vttlities gr_ns end *grade; and for Affects: • Me east th in Y (30) toot e-1 • Crl C� i • • 1 r I • i -A- y 1L1 1 Pacific Northwest Title "Your Locally Owned Title Company" Parcel ID:026850 0070 Bldg:1 Total :$212, 100 Owner :Buenafe Juan & Corazon Land :$52,000 CoOwner Struct :$160,100 Site Addr:4212 NE 9th P1 Renton 98059 %Imprvd :75 Mail Addr:10426 63rd Ave S Seattle Wa 98178 Levy Cd :2104 Sale Date:08/31/93 Doc# :2886 1996 Tax :$3,011.81 SalePrice:$32, 500 FULL Deed :Warranty Phone :206-725-0697 Loan Amt : Type: Vo1:75 Pg:10 Use Code :101 RES,SINGLE FAMILY RESIDENCE MapGrid :626 H6 Zoning Sf NbrhdCd :032004 Prop Desc: -- CENSUS -- Legal :LOT 7 ARLINDALE ADD Tract .• . Block .• .• QSTR :NW 10 23N05E PROPERTY CHARACTERISTICS Bedrooms :4 1st Floor SF :1,230 Year Built :1994 Bath Full:3 2nd Floor SF :1,060 Eff Year . Bath 3/4 : Half Floor SF : Bldg Matl . Bath 1/2 : AboveGrnd SF :2,290 Bldg Cond :Vy Good Other Rms:1 Bsmnt Finished : Bldg Grade :Good Dining Rm:1 Bsmnt Total SF : Interior . Fireplace:1 Building SqFt :2,290 Wall Matl . Appliance: Lease SqFt Insulation . Deck DeckSqFt HeatSource :Gas Laundry Carport SqFt , Heat Type :Forced Porch Garage Type :Attached Air Method . Pool Attached GrgSF :520 EletricSvc :Undergrnd Spa Detached GrgSF : Wtr Source :Public Sauna Bsmnt ParkingSF: Sewer Type :Public Stories :2 Basement Type Purpose . Units Basement Grade Nuisance .• LAND INFORMATION OTHER INFORMATION _ St Access: Lot SqFt :13,800 St Surface :Paved Soundproof . Beach Acc: Lot Acres: .31 Tennis Storage . WtrFront : Lot Shape: Elevator Curb/Gutter WtrFntLoc: Tde/Upind: Sprinklers Sidewalk . WtrFrntFT: Topogrphy:Level Security St Light • . GroundCvr:Even TopoProbd:Level Golf Adj . VIEWS:Mountain: Lake/Rvr: Puget: City: Lk Wa/Sam: TRANSFER HISTORY OWNERS DATE / DOC # PRICE DEED LOAN TYPE :Anicello Gary V & Meda :11/06/89 1744 :$78,000 . :Anicello Gary V & Meda :10/31/89 :Warran .• • The Information Provided Is Deemed Reliable,But Is Not Guaranteed. • • fi-,,: . . / . 1i ' tS.i • tlilr Spite Rtre.ed 1br Rwe.drr Um n ti tr j ' filed for Record&t Request of [�YKWy Ito?) • Alpine. Escrow xnc. �`{b ° `. AFTER RECORDING iN..',+,.1O: �? • U b�FC ti • ,:,;�' Name JttanBusnafe W tR t:" Address ,,0425 63x1 Avenne S1VA • 4, City,stet®,zip. ,Ssatt7.a. WA 9Q178 • >A,tx *�j' Escrow number: 6150 "," • Statutory Warranty Deed • g. . 4 _ .• ___1,....... . THE GRANTOR Cary V. Anicello and Fled* E. Anicello,. husband and wife h • • ,i.l IW . {4 for end in consideration of TEN DOLLARS AND OTHER GOOD AND VALUABLE CONSIDERATION W , • . , • in hand paid,conveys and Khrranta to Juan Euenafe and Corazon 8tiens fa,' husband and wife el %`; ,r • the following detcribed real estate.situated in the County of King - ?State of wathitgnn: +},T".�',,_' • • Lea 7. Arlindale, according to the plat thereof, recorded in Volume 75 of Plats. .4 1;` page 10, in King'County, 14atahington. i ' • �, l i,', at. • .. • e` 4r�; f��. xtjJ 9ubiact to Restrictions contained nn the face of the plat. • a 4 d t+;C; ght of the public to make necessary elopes for cuts or till® upon'said ,.; N Q premises in the reasonable original grading of r,tre?ce. avenues, alleys, - ��'' and roads ea dedicated in the lat. +K�16tr1i= p .. �ii Ci • I-'iA,,. Subject to easement recorded'under Auditor's File No. 9308311,569 for '*• it • i • '�.so utilities. "s: `It` , • , 't.- Dated this ;to day of August , 1993 v"PoY Gary` cello «.. ..._..._««,,,.. ,......,., «.«.._ »«.». _,. + ads fin'Y:i o •••• S;'; y, STAT3OP�+t oingtan ;yam,' 't• COUNTY OF Kish } ss r•rrP•� ,, Leaa 1 certify that 1 know or have satisfactory tvidente.dmt gs,y� v wnt r.t 7 n at djuddi_Ti__Anirea>e .4r;i;f y��• t,1. I !_,._, .Idnn_the pers nt.._taho.appeared before mc, aed &aid person1L_acknowledged that r • �; M ,• .the,..eignod this instrument and acknowledged it to be their free and voluntary set for the wen and purposes .+1•4 � `i:. mca d in thist�instrument. 1$1:1 � '' r , bat ��..4„ c sn`• tT+pr • 'lr'thr,rY "� lrT'r•''�r . intIAZ ' 0: t VA ' 2 44. •&?e • . 1" . .._ . . , y{,, (41;;" Notary p tdrllc in and fnr the 9t .�ItlhS�g& L,... ., �' tz ! Rsaldln;t el 4��t � ' f .. .,,,,; Afyyrrt,,.i:, •,.�Ar! .�ytirR.. ,s•e'�•+�, Al ^�'�7......_. r,,, . • �\ . • • • i!`TV.R RECORDtN; RKTUkN To: f • .61: SANM1E% 0 RI G.1 N A L . . . . . 2,lo4 EAST vAi,l,t:v 'ROAD, f1A' .;:N;m, 'A 98055 l I DECLARATION OF CROSS- EASEMENTS i Gary-Vito and Beth Anicello,of 3401 N.E.7th Street,City of Kentonn, • County of Icing,State of Washington ("Grantors'') ,are the owners of certain real property located in the City of Renton,'County of King,State of Washington One "Property"), The legal description of the Property is es' . • Lots 1,3,4,:i,6,and 7,Arlindale Plat. Vol.75,p.10, Records of King County. . j 'Thee Grantors h;reby declare in respect to the Property as follows: r{ • • S. ,4't Section One „ - Easement• Described ,.. . There shall be an easement ten(10) feet wide for the installation of • I • ., • Futilities over the north ten(10) feet of Lots 1,3,4,5,6,and 7 of the Property . • anti over the west ten (10) feet of the north forty-two(92)feet more or less of ' • Lot 3 of t•he Property("Easement"). • • Section Two . Definition of "Utilities" • •, . The tt'rtr. "utilities" as used in this Declaration means any of the' (r,ilnwing,services: electric power, telephone, television,water,gas or • 1 �;vwer. 1. • Section Three . • Creation of Cross-Easement 'If at any time in the future:any one or more of the separate,lots • constituting the Property shall be severed from the other lots, theft, in such , • case, the owner of each and every one of the lots shall,from time to time, hii,e asp s kL and the right to use in coinrtion wittt the owners and (! &:upir. :g of each oft the other lots, the above-described Easement for the nurpom,t•, des,:ribedi herein, • 1 • . L��':c. .,A :A.fl�IN OF CROSS-EASEMENTS - a)4 I • • r • �. i" �, • Section Four Rights Concerning Sewers 8c Other Utilities ' • The owners of each of the lots described as Lots 1,3,4,5,6,and 7 of . the Property•shvlI have the right for all time hereafter to connect to and use. . any and all storm or sanitary sewers or any other utilities which can be . . used in common that may at,any time be constructed on the easement over . . any one or more of such lots,to the extent that arty such sewer to which , such owner seeks to connect is designed for and intended to serve more t•nan one ginktle family residential building. Each owner who shall connect • to any such sewer or other utility shall be responsible for a reasonable in proportion of any costs of installation, maintenance or.upkeep of the ' • M • utility, tr.the extc',nt any such utility is not the responsibility of any public r 'r' authority: A, • ..1 1 • Section Five • Duty to ]restore • Any owner of a benefi:ed loot who shall enter upon,the Easement area . over a burdened lot shall have a duty to restore the lot entered upon to its . former condition. • i . Section Six ' • . • Structures . - No stricture shall be constructed on,over,or under the ten(10) foot • liasenient area which interfere with its dedicated use. • • Section Seven L.atecomer.Agreernent • My owner hearing the coil of installation of any utility may enter into a Lartcconrer Agrees lent with that utility to provide for the recovery of.• . such cost. , it a later user. • I I.)F.C.I.ARAT1ON UF.CROSS-EASEMENTS - IS . Z• • S I ' • r1`( • Iti i i • .. Section Eight Binding Effect • • This Declaration of Cross-Easements shall run with the land in .. perpetuity,and shall be binding upon and inure to the benefit of Grantors, ' their successors and assigns,and any person or other entity that at any time hereafter shall become the owner of any one or:more of the lots or any • portion of such lots constituting the Property. • .� IN. WITNESS W FI E RE O P,this Declaration of Cross-Easements fras bcr;,fi exrrured on the day of August, 1993,with the intent to he _ recorded in Inc Auditor's Office,of the County of King,State of lAr shington. • ,3 • GRANTORS: ' Gary>.lrito Anicellu Date Beth Anicello • Date • I • STATE Or WASHINGTON ' •) • l COUNTY OF KING ) • On this day personally appeared before me Gary-Vito Anicello and 13e91 Anicello,to •ae!mown to be the individuals described in and who ex?cuted the within and Foregoing instrument,and acknowledge that they , • • signed the same as their free and voluntary act and deed,for the uses arid purposes therein mentioned.• , • • GIVEN under my hand and official aenl this-1 day of August,;., . • 19'93. ) ^ : •` , , ). .....?..,..A.&:,,6..\._.,,,.. ..v,,,i.,„,,,,.. • _ • I. ' • NOTARY PUBLIC I;.and for H{i�o5t �,c ; • of Washington, residing at� � •'�' •• My appointment expires 5 q t • • • DECLARATION UP .CROSS-EASEMENTS •Xs 6 • • i CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS MEMORANDUM DATE: November 5, 1997 TO: Neil W. Plan Review Supervisor Sonja Fesser, Technical Services FROM: Arneta H.X6198 SUBJECT: WEAVER SHORT PLAT LUA 97-118 Attached is the first submittal in the last phase of the short plat. A copy of the Administrative Land Use Decision is attached for your convenience. Sonja a copy of the calcs and short plat certificate is attached to your packet. Please let me know of any outstanding items that you are aware of on this project. Please review and comment. Thank you. t &n lit CO 411 U4 A)A OtI it/L 5t✓ce-t l u'1lvvveL 1 c very, Ati714142zotFte VN t'14/ave v S 40Jt P/jt '7IG. 5® R ` V IV E O OCT '4 7 1997 PLAN REVIEW City of Renton October 24th, 1997 Arneta Henninger 200 Mill Avenue South Renton,WA 98055 Dear Arneta; In regards to Dalaver Short Plat#1,LUA-97-118, SHPL at 4217 NE 10th Street, Report&Decision dated September 29th, 1997. 1. Fire Mitigation Fee $976.00 2. Park Mitigation Fee $530.76 3. Transportation Mitigation Fee $716.25 Total $2223.01 4. Removal of existing house and garage. Enclosed is the demolition permit signed and completed. Exhibit#1. 5. Enclosed is proof of legal access from Fidelity National Title Company reflecting The 2 easements and their records numbers. Exhibit#2 and Exhibit#3. This completes the outstanding conditions of approval. In regards to our last phone conversation, on Thursday, October 23rd, 1997. You asked for: A. 3 blue-line copies of short plat map,Exhibit#4. B. short plat certificate that was completed by Pacific Northwest Title Company, Exhibit#5. C. closure calculation completed by D.R. Strong (engineer) 9.KH tBlr (7 D. short plat fee and you checked on it and confirmed there would be no fee. Thank you for yo l elp in this matter. Sincerely, / � David Weaver Dalaver Construction P.O. Box 53431 Bellevue,WA 98015 (425) 643-4212 on P/B/PW Department Administrative Land Use Action >,,,fT AND DECISION DATED September 29,1997;PROJECT LUA-97-118,SHPL Page 5 e) Availability and Impact on Public Services(Timeliness) Police and Fire: Police and Fire Department staff indicate that they have adequate resources to serve these lots once the Code-required improvements are installed. The Fire Department has also requested that the Fire Mitigation Fee be imposed on this short plat. The applicant will need to submit a Fire Mitigation Fee of$488.00 per new single family home. Recreation: The applicant will not be providing on-site recreation facilities. The closest park to this location of the nearest recreation facility is on Union Ave. NE about 1/4 mile from the subject property. The Community Services Department has established a Parks Mitigation Fee of $530.76 per new single family lot. As only one new lot is being created, the mitigation fee for this short plat would be $530.76. Schools: It is anticipated that the proposed short plat will only generate one new school age child. The Renton School District has the capacity to accept new students. Storm Water: This short plat will not create a large enough impervious surface area that is subject to vehicular travel to trigger the need for an on-site storm water system. Existing storm • water sheet flows across the site and down the private street and then enters into the existing system in NE .10th Street. This action will continue after the new houses are constructed on the site. The existing system will handle the small amount of increased flows that the new development could cause in this area. Water and Sanitary Sewer Utilities: Adequate water and sanitary sewer service exists in NE 10th Street. The applicant will need to provide service to each of the new lots. The existing service lines may be able to serve one of the new lots. H. DECISION: The Short Plat, File No. LUA-97-118,SHPL, is approved subject to the following conditions: 1. ; The applicant shall submit a Fire Mitigation Fee of$488 for each new single family residential structure. This mitigation fee shall be submitted prior to the recording of the short plat. 2. The applicant shall submit a Parks Mitigation Fee of$530.76 per new residential lot. This mitigation shall be submitted prior to the recording of the short plat. 3. The applicant shall submit a Transportation Mitigation Fee of$75.00 per new average daily trip. (Estimate 9.55 trips X$75.00 = $716.25). This mitigation fee shall be submitted prior to the recording of the short plat. 4. The existing house and garage shall be demolished prior to the recording of the short plat. 5. Prior to the recording of the short plat, the applicant shall demonstrate to the satisfaction of the Development Services Division that legal access exists for the newly created lots. • • . shpltipt.doc ! ,k 1 MAILINGCURRENT PLANNING OMSION AFFIDAVIT OF SERVICE BY . -21_41 On the ,Ap• day of . Septe.m.locr , 1997, I deposited in the mails of the United • States, a sealed envelope containing • •1;)e.pov:1 av‘a t)ectSttnek . . • • • i documents. This information was sent to: Name . Representing C A. VI ‘1\16..VY1 • ! tvavid ‘.4.1eavy- Oa -aNt er Co via vacAvry ay\ ki1/41 0 X • • . • • • • (Signature of Sender) cAl.Yaiii. k. . -eandeit.'• • STATE OF WASHINGTON • • ) SS . • • • 1COUNTY OF KING • 11 certify that I know or have satisfactory evidence that Jo-IN-406A- e_ signed this instrument and acknowledged it to be his/her/their free and voluntary act for the uses and purposes Mentioned in•the instrument. - - , ••Datedi 'm'4;i4 7 fl )1 • 4 Notary Public in nd for the State of hington _ • • • - ;” • .-11 Notary (Print) MARILYN My appointment expitivasmoN_Expxoreme 1. 0- • '4.29 • • • , Za‘eNey- sit Pla1 *I • project Number. - 118, SVNP1 • NOTARY.DOC •• • • , J , 3 City of Renton REPORT Department of Planning/Building/Public Works DECISION ADMINISTRATIVE SHORT PLAT REPORT & DECISION A. SUMMARY AND PURPOSE OF REQUEST: DECISION DATE: September 29, 1997 Project Name Dalaver Short Plat#1 ' Applicant David Weaver DBA Dalaver Construction File Number LUA-97-118,SHPL Project Manager Mark R. Pywell, AICP Project Description Administrative Land Use Action (Short Plat Review) for the subdivision of a 10,000 square foot lot into two lots of approximately 5,000 sf each. The existing single family • home will need to be removed prior to the recording of the short plat. Project Location 4217 NE 10th Street .%.0. 1V7;V',0-''[!fli riS'' n? al cl M [;],,r,qaTtzt :II----- 1 r°. t/.." . Mow; ®g �' ,. 0,:: _ 3 N.E,` I ITH .3 ST. y �%,,39:° '-4'45M ' j J� n I G I '' , . 4anc. iEt]i n_I-'o :, 'S' T: IctIt=eta" ? Q ' :^II e be ,O' -F230r, • .0 '� ` °rO°t�YS` ,.71 IOgepr �C °' e A29 06 ; � h ns N 1C v_'TATEg14 ' I.l�< 3J ':2= -= ail" 3., Li�„ oh a ,:.Aa I, 16 16 41 _ rc l-L• ,_" Iy4I ��_s� is ,,, 3 N.E. 10TH PL.a :.''i-- ' •4 Q'.,'1 ; �L i2/ • i L ® � Ii ' 3 '6 a 1 s I-V1� V. I9i „l n �y , 170 _,__?— t , 4 i - .._T1t° � . • ,.1 ,.1,sII 10 9 8 ;7 = 4 J .s 17 16 ! , 14 • 13 2 Q „�I I:I ,p ;Qsa.9: ` m 70 I N.E. 10TH ST. . t. 010 BI 100 U• _ 0, Z Ic50 - yV .'t Y10 191 yt..b p A �,-1111 . ...Y _.r2.,. a'ff.F 10.11�,.1 U I v�` u " ..7102 . 2 °A'S®Ac 0.4 • 7. 1 ONE a9 Er',.A. m101 " .,: `, w 11 'r66^ is R C 9 �, r. 2 '9�i1 R CI* e 'A RLJ(�D A lLJ Eii I- ;Aiir FANACO' ; '"'.'' ' E � 9 e .5s9. 9 8 1�.-1I l ❑ . 9 a0j tar ,b ,Go i Ac 7I 21,5 EST, ESgeIVi'0.3° nb•9' ,, 31;...t 112 119.1! t )1 K�e5.,101 '2:,y 20 $ _ ,Y•a 9 I79 199 19 20 21 a .:- 0 D.„�;Aj a M z I i'Sa S;,.�2221 b` N` 1 ^O./DAt. ky�lI'� 6s .�vr, a.n F :r5 R I ow( an Irf�r_zJJJ - ".. ' p mo, 60,,, .,„ e,t.•„ ,Y • bi35` T� kw- j 16 ., N.E.;; .9TH PL.% ':1 042Ac �" 6 E i , 18�, ,��r9,5,, LLS. e, j,�_I .I; 1 }t `t%�e..95 Ralph R.Ne wt On "'El , H '-I L. L 3 'y5L 7 • V- 0.46Ac.P I.)2 At. - _ .I OVA Q I: b 16g IJ 12I II' .-0. .9 90 4k AN£ILT_ •I., B19 lie 9B 6i e: 1. ❑ 01:'19 9 L'r l I F r e d •. . ,,. 2 94 CAR o 171E 99 _.- l - ❑ Fred Albert9 w —3.48 AC — - Project Location Map • SHPLRPT.DOC / • City of Renton P/B/PW Department Administrative Land Use Action REPORT AND DECISION DATED September 29,1997;PROJECT LUA-97-118,SHPL Page 2 B. GENERAL INFORMATION: 1. Owner of Record: Carol Williams 2. Zoning Designation: R-8 3. Comprehensive Plan Land Use Designation: Residential Single Family 4. Existing Site Use: One Single Family House 5. Neighborhood Characteristics: North: Single Family Residential East: Single Family Residential South: Single Family Residential West: Single Family Residential 6. Access: NE 10th Street via a private road. 7. Site Area: 10,000 sf C. HISTORICAUBACKGROUND: Action Land Use File No. Ordinance No. Date Comprehensive Plan 4498 2/20/95 ,Zoning 4404 6/7/93 Annexation 4383 12/16/92 D. PUBLIC SERVICES: 1. Utilities Water: 10" Water main in NE 10th Street. Sewer: 8" Sanitary sewer main in NE 10th Street. Surface Water/Storm Water: Existing facility in NE 10th Street. 2. Fire Protection: City of Renton Fire Department E. APPLICABLE SECTIONS OF THE RENTON MUNICIPAL CODE: 1) Residential: Section 4-31-5- Residential - 8 DU/Acre 2) Subdivision Ordinance: Section 9-12 3) Street Improvements: Section 4-34 shpltrpt.doc City of Renton P/B/PW Department Administrative Land Use Action REPORT AND DECISION DATED September 29,1997;PROJECT LUA-97-118,SHPL Page 3 F. APPLICABLE SECTIONS OF THE COMPREHENSIVE PLAN: 1) Residential Single Family 2) Housing Element G. DEPARTMENT ANALYSIS: 1. Project Description/Background The applicant seeks to subdivide an existing 10,000 sf lot with a single family home into two lots of approximately 5,000 sf each. The existing home will be removed which will allow for the construction of two • new single family homes. 2. Environmental Review Two lot short plats are exempt from environmental review (RCW 43.21 C, 1971 as amended). 3. Compliance with ERC Conditions No ERC mitigation measures were established for this short plat. 4. Staff Review Comments Representatives from various city departments have reviewed the application materials to identify and address issues raised by 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 Short Plat Criteria Approval of a plat is based upon several factors. The following short plat criteria have been established to assist decision makers in the review of the plat: a) Compliance with the Comprehensive Plan Designation The subject property is designated as Residential Single Family on the Land Use Element Map of the Comprehensive Plan. The proposed subdivision is consistent with the Comprehensive Plan. Policy LU-35: A minimum lot size of 4,500 square feet should be allowed in single family residential neighborhoods. The proposed lots will be approximately 5,000 sf in area. Policy LU-35: Allow development at 9.7 dwelling units per acre on infill parcels of one acre or less as incentive to encourage single family small lot development on 4,500 sf lots. The existing lot is 10,000 sf in area. The proposed two lot short plat will yield a density of 8.7 dwelling units per acre. This falls within the acceptable density range for a small lot subdivision. Policy H-4: Encourage infill development as a means to increase capacity. The proposed short plat is an infill development as it will take a larger lot created in the past and create two new lots. There will be a net increase of one new single family home in this area. shpltrpt.doc • ' City of Renton P/B/PW Department Administrative Land Use Action REPORT AND DECISION DATED September 29,1997;PROJECT LUA-97-118,SHPL Page 4 b) Compliance with the Underlying Zoning Designation The subject property is designated as R-8 (Residential 8 DU/Acre)"on the City of Renton Zoning Map. This zone allows for the construction of single family homes at a goal density of eight dwelling units per acre. The City has established a policy of allowing a density of 9.7 dwelling units per acre on small lot (less than one acre) infill subdivisions. These projects when combined with the larger subdivisions that fall below the eight dwelling units per acre will provide an average density of the eight dwelling units per acre. Thus, even though this project provides a density of approximately 8.7 dwelling units per acre it is consistent with the City's goal of achieving a density of eight dwelling units per acre in this zone. The proposed lots will be 4,999 sf in area. This is consistent with the requirement for this zone that all proposed lots provide a minimum area of 4,500 sf. The proposed lots will be approximately 50 feet width by 100 feet in depth. This meets the requirements that the lots provide a minimum lot width of 50 feet and a minimum lot depth of 65 feet. c) Compliance with Subdivision Regulations Streets: Access to the proposed lots will be from an existing private road that connects NE 10th Street and NE 9th Court. This private road is paved and located on an easement across the adjacent parcels. The applicant will need to demonstrate that legal access exists for the newly created lot. No new streets will be created for this subdivision. It is anticipated that the applicant will generate 9.55 new trips per day. The City has adopted a Transportation Mitigation Fee of$75.00 per new average daily trip. It is estimated that the applicant will need to submit a Mitigation Fee of$716.25 for the proposed short plat. Blocks: No new blocks will be created by this subdivision. Lots: As noted above, the proposed lots will be 4,999 sf in area and are consistent with the length and width standards established in the Municipal Code. This is an infill subdivision in that the lots created will be smaller than the adjacent lots that were created under different zoning requirements. However, the subject property has been posted for several weeks and area residents that have called in about the short plat have not expressed concern over the size of the lots. There are two other adjacent large lots. It is anticipated that at some time these lots may also be short platted. This is consistent with the intent of the zoning and Comprehensive Plan that look to infill projects to meet the housing requirements of the City. d) Reasonableness of Proposed Boundaries Access: As noted above, the proposed lots will gain access from an existing private road that connects with two public streets. No new roads are required for this short plat. Topography: The site is almost level. No significant grading will be required to provided building pads for the new homes. Relationship to Existing Uses: The short plat will allow for the construction of two new single family homes. This area has developed as a single family residential neighborhood. This development will be consistent with the existing neighborhood in that the houses that can be constructed on the proposed lots will be similar in size and bulk to those in the adjacent neighborhood. The existing single family home will need to be removed as it straddles the area that the new lot line will be located. shplfrpt.doc City of Renton P/B/PW Department Administrative Land Use Action REPORT AND DECISION DATED September 29,1997;PROJECT LUA-97-118,SHPL Page 5 e) Availability and Impact on Public Services(Timeliness) Police and Fire: Police and Fire Department staff indicate that they have adequate resources to serve these lots once the Code-required improvements are installed. The Fire Department has also requested that the Fire Mitigation Fee be imposed on this short plat. The applicant will need to submit a Fire Mitigation Fee of$488.00 per new single family home. Recreation: The applicant will not be providing on-site recreation facilities. The closest park to this location of the nearest recreation facility is on Union Ave. NE about 1/4 mile from the subject property. The Community Services Department has established a Parks Mitigation Fee of $530.76 per new single family lot. As only one new lot is being created, the mitigation fee for this short plat would be $530.76. Schools: It is anticipated that the proposed short plat will only generate one new school age child. The Renton School District has the capacity to accept new students. Storm Water: This short plat will not create a large enough impervious surface area that is subject to vehicular travel to trigger the need for an on-site storm water system. Existing storm water sheet flows across the site and down the private street and then enters into the existing system in NE 10th Street. This action will continue after the new houses are constructed on the site. The existing system will handle the small amount of increased flows that the new development could cause in this area. Water and Sanitary Sewer Utilities: Adequate water and sanitary sewer service exists in NE 10th Street. The applicant will need to provide service to each of the new lots. The existing service lines may be able to serve one of the new lots. H. DECISION: The Short Plat, File No. LUA-97-118,SHPL, is approved subject to the following conditions: 1. The applicant shall submit a Fire Mitigation Fee of$488 for each new single family residential structure. This mitigation fee shall be submitted prior to the recording of the short plat. 2. The applicant shall submit a Parks Mitigation Fee of$530.76 per new residential lot. This mitigation shall be submitted prior to the recording of the short plat. 3. The applicant shall submit a Transportation Mitigation Fee of$75.00 per new average daily trip. (Estimate 9.55 trips X$75.00 = $716.25). This mitigation fee shall be submitted prior to the recording of the short plat. 4. The existing house and garage shall be demolished prior to the recording of the short plat. 5. Prior to the recording of the short plat, the applicant shall demonstrate to the satisfaction of the Development Services Division that legal access exists for the newly created lots. shpltrpt.doc City of Renton P/B/PW Department Administrative Land Use Action REPORT AND DECISION DATED September 29,1997;PROJECT LUA-97-118,SHPL Page 6 DATE OF DECISION ON LAND USE ACTION: September 29, 1997 SIGNATURES: 0 7 Gregg A. Zim erman, P/B/PW Administrator decision date ADVISORY NOTES TO APPLICANT The following notes are supplemental information provided in conjunction with the administrative land use action. Because these notes are provided as information only, they are not subject to the appeal process for the land use actions. Fire Prevention Bureau 1. A fire hydrant with 1000 GPM fire flow is required within 300 feet of all new single family structures. If the structure square footage exceeds 3600 square feet in area, then the fire flow increases to a minimum of 1500 GPM and two hydrants are required within 300 feet of the structure. 2. Minimum Fire Department access roads require a minimum 20 feet of paved roadways. Construction Services 1. Applicant will need to obtain a demolition permit to remove the existing house. Sewer Utility 1. The site is located in the Aquifer Protection Zone 2. 2. There is an existing 8" sanitary sewer main in the easement in Lot 7 of Arlindale. ,3. The applicant is responsible for providing the necessary 10' private sanitary easement to serve the future short plat. 4. System Development Charges of$585 per new lot will be required if not previously paid. The Development Charges are collected either as part of the construction permit (if there is one) for the preliminary short plat or with the individual building permits for the parcels after recording the short plat. Water Utility 1. The site is located in the 565 Pressure Zone. 2. There is an existing 10"watermain in NE 10th Street. 3. All fire hydrants must be capable of delivering a minimum of 1,000 GPM. 4. Fire hydrants to be located within 300 feet of each house. Additional fire hydrants may be required. 5. Water System Development Charges of$850 per each new lot will be required for this project. Drainage 1. A drainage report was submitted with the formal application. 2. There is a storm drainage facility in NE 10th Street. 3. The Surface Water Development Charges fees of$385 applies to the proposed project. shpltrpt.doc City of Renton P/B/PW Department Administrative Land Use Action REPORT AND DECISION DATED September 29,1997;PROJECT LUA-97-118,SHPL Page 7 NOTES CONTINUED Street Improvements 1. Private streets are allowed for access to six (6) or less lots. Such private streets shall consist of a minimum of a twenty-six (26) foot easement with a twenty (20) foot paved surface. No sidewalks are required along private streets. 2. Street lighting is not required. General - Plan Review 1. 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 cost, 4% of anything over$100,000 but less than $200,000, and 3% of anything over$200,000. Half the fee must be paid upon application for building and construction permits, and the remainder when the permits are issued. There may be additional fees for water service related expenses. See Drafting Standards. TRANSMITTED this 29th day of September, 1997 to the applicant and owner: C.A. Williams P.O. Box 53431 Bellevue, WA 98015 ' David Weaver DBA Dalaver Construction P.O. Box 53431 Bellevue, WA 98015 TRANSMITTED this 29th day of September, 1997 to the parties of record: Lylan Wilcox 4225 NE 10th Street Renton, WA 98056 TRANSMITTED this 29th day of September, 1997 to the following: Larry Meckling,Building Official Bob Arthur,Land Use Inspector Art Larson,Fire Marshal Neil Watts,Public Works Division Lawrence J.Warren,City Attorney South County Journal Land Use Action Appeals & Requests for Reconsideration The 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). RECONSIDERATION. Within 14 days of the effective date of the decision, any party may request that a decision on a short plat be reopened by the Administrator. The Administrator may modify his decision if material evidence not readily discoverable prior to the original decision is found or if he finds there was misrepresentation of fact. After review of the reconsideration request, if the Administrator finds insufficient evidence to amend the original decision,there will be no further extension of the appeal period. Any person wishing to take further action must file a formal appeal within the following appeal timeframe. APPEAL. This administrative land use decision will become final if not appealed in writing to the Hearing Examiner on or before 5:00 PM on October 13, 1997. 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) 235-2501. Appeals must be filed in writing,together with the required $75.00 application fee,to: Hearing Examiner, City of Renton, 200 Mill Avenue South, Renton,WA 98055. EXPIRATION DATE: The Short Plat approval will expire on September 29, 1999. An extension may be requested. shpltrpt.doc RECEIVED SEP 08 1997 CITY OF RENTON PLANNING/BUILDING/PUBLICDEVELOPMENT PLANNING WORKS CITY OF RENTON MEMORANDUM DATE: September 8, 1997 TO: Mark Pywell FROM: Bob Mac Onie 61 SUBJECT: Dalaver Short Plat No.,LUA-97-118-SHPL Format and Legal Description Review Sonja Fesser and I have reviewed the above referenced short plat submittal and have the following comments: Include the property owner(s) name and address(es) on the preliminary plan. The plat certificate shows a Carol Williams as the owner. The city is processing this subdivision request as the "Dalaver Short Plat" but the drawing notes it as the"Weaver Short Plat." Note the King County recording number for the ingress/egress easement on the drawing (on the easement itself). Note that the properties to the North and South of the subject property are unplatted. Information needed forfinal short plat approval includes the following: Note the city's land use action number (LUA-97-118-SHPL) and the city's land record number (LND- 20-0211) on the drawing. It would be preferable that the type size used for the land record number be smaller than that used for the land use action number. Note the addresses for the lots on the drawing; The addresses are as follows: Lot 1 - 4217 NE 10th Street and Lot 2-4221 NE 10th Street. The City of Renton official signing the short plat document is the City of Renton Administrator, Planning/Building/Public Works Note discrepancies between bearings and distances of record and those measured or calculated. September 4, 1997 Page 2 Fee Review Comments Attached is the preliminary Fee Review Sheet for your information and use. cc: File \\TS SERVER\SYS2:\COMMON\FILE.SYS\LND\20\0211RV970904.DOC PROPE 'SERVICES FEE REVIEW FOR SUI VISIONS No. 97- p39 APPLICANT: LUI LI 144 A ., r6.1 J _lD L! '�V�#� LiV 12] RECEIVED FROM caL1 • (date) JOB ADDRESS: 4Z.I 7 WE WO# lee 6c' TURE OF WORK: ,Z LND# &-021 1 PRELIMINARY REVIEW OF SUBDIVISION'BY LONG PLAT, NEED.MORE INFORMATION: - •0 LEGAL DESCRIPTION SHORT PLAT,BINDING SITE PLAN,ETC. ❑ PID#'s 0 VICINITY MAP ❑ FINAL REVIEW OF SUBDIVISION,THIS REVIEW REPLACES ❑ SQUARE FOOTAGE 0 OTHER PRELIMINARY FEE REVIEW DATED 0 FRONT FOOTAGE O SUBJECT PROPERTY PARENT PID!/ ►Oz 5-Q2 OO ❑ 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. Cl The existing house on SP Lot# 1 _,addressed as .4 ZI 7 LIE f has not previously paid SDC fees,due to connection to City utilities prior to existance o SDC fee Ord. SP Lot# will be subject to future SDC fees if triggering mechanisms are touched within current City Ordinances. ❑ We understand that this subdivision is in the preliminary stage and that we will have the opportunity to review it again before recordation. The following quoted fees do NOT include inspection fees, side sewer permits, r/w permit fees or the cost of water meters. SPECIAL ASSESSMENT DISTRICT PARCEL METHOD OF ASSESSMENT ASSESSMENT DISTRICTS NO. NO. ASSESSMENT UNITS OR FEE . Latecomer • :reement uvt)WATER Latecomer Agreement(pvt)WASTEWATER Latecomer Agreement(pvt)OTHER S•ecial Assessment District/WATER Special Assessment District/WASTEWATER Joint Use • :reement(METRO) Local Improvement District * Traffic Benefit Zones $75.00 PER TRIP,CALCULATED BY TRANSPORTATION FUTURE OBLIGATIONS SYSTEM DEVELOPMENT CHARGE-WATER 0 Estimated #OF UNITS/ SDC FEE ❑ Pd Prey. 0 Partially Pd(Ltd Exemption) 0 Never Pd SQ.FTG. Single family residential$850/unit x 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. ❑ Partially Pd(Ltd Exemption) ❑ Never Pd Single family residential$585/unit x 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) Ofi Never Pd Single family residential and mobile home dwelling unit$385/unit x 2, All other properties$0.129sq ft of new impervious area of property x (not less than$385.00) I PRELIMINARY TOTAL $ Signature of Reviewing Authority DATE F ❑ *If subject property is within an LID,it is developers responsibility to check with the Finance Dept.for paid/un-paid status. ❑ Square footage figures are taken from the King County Assessor's map and are subject to change. ❑ Current City SDC fee charges apply to c:/template/feeappl/tgb EFFECTIVE July 16,1995/Ord.Nos.4506,4507,4508,4525,and 4526 !"u i'i I %.f I M 1 1 1 u L. d✓s..k 1 FIRE PREVENTION BUREAU -. City or Renton Department of Planning/Building/1-.da.:Works AUG 2 01997 ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET D REVIEWING DEPARTMENT: 0 C V c Fire ?rev Whirl;\ COMMENTS DUE: SEPTEMBER 02, 1997 APPLICATION NO: LUA-97-118,SHPL DATE CIRCULATED: AUGUST 19, 1997 APPLICANT: David Weaver PROJECT MANAGER: MARK PYWELL PROJECT TITLE: Dalaver Short Plat#1 WORK ORDER NO: 78260 LOCATION: 4217 NE 10th Street SITE AREA: 10,000 SF I BUILDING AREA(gross): N/A SUMMARY OF PROPOSAL: The applicant seeks approval to subdivide an existing 10,000 square foot lot into two equal sized lots. The existing home will be removed as part of the Short Plat. 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 ATO iV L• C. CODE-RELATED COMMENTS 6- iAW 4- oLL 74-0-c1-12j (7 r 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.Mitlel-er31"0-)> Signature of Director or Authorized Representative Date DEVAPP.DOC Rev.10/93 • maR • CITY OF RENTON FIRE PREVENTION BUREAU MEMORANDUM DATE: February 19, 1997 TO: Mark Pywell, Planner FROM: Jim Gray, Assistant Fire Marshal VI SUBJECT: Dalaver Short Plat, 4217 NE 10th St. 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 structure square footage exceeds 3600 square feet in area , then the fire flow increases to a minimum of 1500 GPM and two hydrants are required within 300 feet of the structure. • 2. A fire mitigation fee of$488.00 is required for each new single family structure. 3. Minimum Fire Department access roads require a minimum 20 feet paved roadways. Please feel free to contact me if you have any questions. • ' t City UT Renton Department of Planning/Building/ Works ENVIRONMENTAL 8 DEVELOPMENT APPLICATION REVIEW SHEET REVIEWING DEPARTMENT: �<<GG COMMENTS DUE: SEPTEMBER 02, 1997 APPLICATION NO: LUA-97-118,SHPL DATE CIRCULATED: AUGUST 19, 1997 ir APPLICANT: David Weaver PROJECT MANAGER: MARK PYWELL PROJECT TITLE: Dalaver Short Plat#1 WORK ORDER NO: 78260 LOCATION: 4217 NE 10th Street SITE AREA: 10,000 SF I BUILDING AREA(gross): N/A 'SUMMARY OF PROPOSAL: The applicant seeks approval to subdivide an existing 10,000 square foot lot into two equal sized lots. The existing home will be removed as part of the Short Plat. 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 I 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 .aadditional information is needed to property a ss this proposal. Signatu0 of Director or Authorized Representative Date DEVAPP.DOC Rev.10/93 II CITY OF RENTON MEMORANDUM DATE: August 29, 1997 TO: Mark Pywell FROM: Arneta Henninger X6198 l , SUBJECT: DALAVER CONSTRUCTION SHORT PLAT GREEN FOLDER 4217 NE 10TH STREET. I have reviewed the formal application for this two lot short plat located in the NW 1/4 10-23-5 and have the following comments: SEWER: • This project is located in the Aquifer Protection Zone 2. • There is an existing 8" sanitary sewer main in the easement in Lot 7 of Arlindale. • • The applicant is responsible for providing the necessary 10' private sanitary easements to serve the future short plat. • System Development Charges of $585 per new lot will be required if not previously paid. The Development Charges are collected either as part of the construction permit (if there is one) for the preliminary short plat or with the individual building permits for the parcels after recording of the short plat. WATER: • The site is located in the Aquifer Protection Zone 2. • The site is located in the 565 Pressure Zone. • There is an existing 10" watermain in NE 10th St. • All fire hydrants must be capable of delivering a minimum of 1 ,000 GPM. • Fire hydrants are to be located within 300 feet of each house. Additional fire hydrants may be required. • Water System Development Charges of $850 per each new lot will be required for this project. DALAVER CONSTRUCTION SHORT PLF 4217 NE 10TH ST. September 2, 1997 Page 2 of 2 DRAINAGE: • A drainage report was submitted with the formal application. - I • There is a storm drainage facilities in NE 10th St. • The Surface Water System Development Charges fees of $385 applies to the proposed project. STREET IMPROVEMENTS: • Private streets are allowed for access to six (6) or less lots. Such private streets shall consist of a minimum of a twenty six foot (26') easement with a twenty foot (20') pavement width. No sidewalks are required for private streets. • Street lighting is not required. • • The Traffic Mitigation Fee of $716.25 applies. GENERAL: • Permit application must include an itemized cost estimate for these improvements. The fee for review and inspection of ,these improvement is 5% of the first $100,000 of the estimated construction costs; 4% of anything over $100,000 but less than $200,000, and 3% of anything over $200,000. Half of the fee must be paid upon application for building and construction permits, and the remainder when the permits are issued. There may be additional fees for water service related expenses. See Drafting Standards. CC: Neil Watts DALAGF • • .kr Y O GA 1 IRO •v,�r...r.i0�'r.y ��.�+.�»'ja>:;j,��. !S;:.1/�;s--w�w''D�roatluu%..ro�nru�j.t-.w.s�f�o�+�.»,er%aicr.+aiEx`.uw»iw�.ror�yx,y ,, ... .;. .. 1'j'S11YAv>•%TW44I^.ii:Saira4�t1:Jq�MMw??%'Y :1'Jc1't%JR4iMC�iV�f?i oYWwira�ppy}u.pqAp � .. . Project Name Dec laj v t ' S i v7_ 1P/(7 Project Address LI a I ( E. 10'`+1 T. Contact Person Thew-id eCillri- ll 1 ( �L [ C il>i�GlI ��i Address r0. Sox 5345I , St lit 11u. WA 67 '0/ 5 Phone Number Li;_5 - 6/1 •- ►-/Z i -_. • Permit Number L OA- - c( / - II ?� Project Description 2 1 c7 5 kc i't P lc:( . ciuu/r'71 ehi-e -exi:f<iv. i k.- u"r I � Land Use Type: , Method of Calculation: .Z 7E (2/C.) (3/Residential L"ITE Trip Generation Manual pay, 25 0 Retail 0 Traffic Study ❑ Non-retail 0 Other e,.t- • `t•55 pv=" Calculation: AVcV't((1� Dcirll., T r;05 '_t•rr':u .� - ( i- I ) ((i. �5 ) - 'i b 5 U(C1 II d/ A1- fj 75 ' I ;.r. Transportation Mitigation Fee: 1 71 L• 7 cc �' ,l /,7 i ' j� '/� Calculated by: �1-C,r< 6I, (, ,/i/ Date: A U(_c1 < i j Account Number: 1 Date of Payment I City Renton Department of Planning/Building/PL..;...,Works ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET REVIEWING DEPARTMENT: 1,6, ,eu Wa' - COMMENTS DUE: SEPTEMBER609fl .ON APPLICATION NO: LUA-97-118,SHPL DATE CIRCULATED: AUGUST 19, 199777T'' APPLICANT: David Weaver PROJECT MANAGER: MARK PYWEING 25 199n PROJECT TITLE: Dalaver Short Plat#1 WORK ORDER NO: 78260 LOCATION: 4217 NE 10th Street BUtLOtP t)IVISION SITE AREA: 10,000 SF I BUILDING AREA(gross): N/A SUMMARY OF PROPOSAL: The applicant seeks approval to subdivide an existing 10,000 square foot lot into two equal sized lots. The existing home will be removed as part of the Short Plat. 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 _ 1Land/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 t iv 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 ded to properly assess this proposal. Signature of Director or Authorized Representativ Date DEVAPP.DOC Rev.10/93 City or rcenton Department of Planning/Building/ Works ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET REVIEWING DEPARTMENT: —rirttin li COMMENTS DUE: SEPTEMBER 02, 1997 APPLICATION NO: LUA-97-118,SHPL DATE CIRCULATED:AUGUST 19, 1997 APPLICANT: David Weaver PROJECT MANAGER: MARK PYWELL PROJECT TITLE: Dalaver Short Plat#1 WORK ORDER NO: 78260 rI.'or r•,r- -. LOCATION: 4217 NE 10th Street SITE AREA: 10,000 SF I BUILDING AREA(gross): N/A ME 2 0 997 SUMMARY lots. The existing home wF ill be remoL: The ved as part of thlicant seeks e Short Plat oval to subdivide an existing 10,000 sgtl$a fgZgt,Vgtri At WI two equal 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 aeea„zz2i We have reviewed this application with particular attention to those areas in which we have expertise and have Identified areas of probable impact or areas where additional information is neede o properly assess this proposal. c J Signature of Director or Authorized Representative Date DEVAPP.DOC Rev.10/93 City enton Department of Planning/Building/Fuonc Works ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET REVIEWING DEPARTMENT: Surface( u�a - COMMENTS DUE: SEPTEMBER 02, 1997 APPLICATION NO: LUA-97-118,SHPL DATE CIRCULATED: AUGUST 19, 1997 APPLICANT: David Weaver PROJECT MANAGER: MARK PYWELL PROJECT TITLE: Dalaver Short Plat#1 WORK ORDER NO: 78260 LOCATION: 4217 NE 10th Street 1 CM,,,,,. _,, SITE AREA: 10,000 SF I BUILDING AREA(gross): N/A r ^�.ab SUMMARY OF PROPOSAL: The applicant seeks approval to subdivide an existing 10,000 square foot loAipto two equal sized Os. The existing home will be removed as part of the Short Plat. �..,_d ki��`,f v /997' A. ENVIRONMENTAL IMPACT(e.g.Non-Code) COMMENTS y'Lri,, Element of the Probable Probable More Element of the Probable Probable Mor Environment Minor Major Information Environment Minor. Major Information I Impacts Impacts Necessary Impacts Impacts Necessary Earth - Housing [Air' Aesthetics 'Water Light/Glare , I Plants Recreation I Land/Shorellne Use Utilities I Animals Transportation I Environmental Health Public Services I Energy/ Historic/Cultural Natural Resources Preservation i Airport Environment 10,000 Feet 14,000 Feet 1 I B. POLICY-RELATED COMMENTS . I C. CODE-RELATED COMMENTS A/ i I 4' We have reviewed this applicati with particular attention to those areas in which we have expertise and have identified areas of probable impact or areas where additional info lion i eded to properly assess this proposal. 2'4 /9 97 Signature of Direct r o Authorized Represent iv Date DEVAPP.DOC Rev.10/93 City or Kenton Department of Planning/Building/k..dc Works ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET REVIEWING DEPARTMENT: pays& COMMENTS DUE: SEPTEMBER 02, 1997 APPLICATION NO: LUA-97-118,SHPL DATE CIRCULATED: AUGUST 19, 1997 APPLICANT: David Weaver PROJECT MANAGER: MARK PYWELL PROJECT TITLE: Dalaver Short Plat#1 WORK ORDER NO: 78260 LOCATION: 4217 NE 10th Street SITE AREA: 10,000 SF I BUILDING AREA(gross): N/A SUMMARY OF PROPOSAL: The applicant seeks approval to subdivide an existing 10,000 square foot lot into two equal sized lots. The existing home will be removed as part of the Short Plat. AI. ENVIRONMENTAL IMPACT(e.g.Non-Code) COMMENTS Element of the Probable Probable More Element of the Probable Probable More Environment Minor Major information Environment Minor Major Information Impacts Impacts Necessary Impacts Impacts Necessary Earth • Housing Air Aesthetics ,Water Light/Glare Plants Recreation ,Land/Shoreline Use Utilities Animals Transportation Environmental Health Public Services I Energy/ Historic/Cultural Natural Resources Preservation Airport Environment 10,000 Feet 14,000 Feet y6 /G2?-yam .74 • B. POLICY-RELATED COMMENTS I C. CODE-RELATED COMMENTS . 4" ate id,2 � 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. F- 2v 97 Signature of Director Authorized Representative Date DEVAPP.DOC Rev.10/93 J. p pi City Of Renton Department of Planning/Building/v „o Works ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET REVIEWING DEPARTMENT: Awp&t COMMENTS DUE: SEPTEMBER 02, 1997 APPLICATION NO`. LUA-97-118,SHPL DATE CIRCULATED: AUGUST 19, 1997 APPLICANT: David Weaver PROJECT MANAGER: MARK PYWELL PROJECT TITLE: Dalaver Short Plat#1 WORK ORDER NO: 78260 1 'LOCATION: 4217 NE 10th Street SITE AREA: 10,000 SF I BUILDING AREA(gross): N/A SUMMARY OF PROPOSAL: The applicant seeks approval to subdivide an existing 10,000 square foot lot into two equal sized lots. The existing home will be removed as part of the Short Plat. 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 V - Housing r Air ✓ Aesthetics Water ✓ Light/Glare r Plants r Recreation r Land/Shoreline Use r Utilities Animals 1 Transportation P Environmental Health / Public Services ✓ Energy/ II Historic/Cultural ✓ Natural Resources Preservation Airport Environment 10,000 Feet _ 14,000 Feet ItS • B. POLICY-RELATED COMMENTS maul- C. CODE-RELATED COMMENTS tou . 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 ad.wonal informati s needed to properly assess this proposal. i '. 0 , &trio a Signature- 'vector or Authorized Representative Date DEVAPP.D• Rev.10/93 ,.,1\i. 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"""""1 leee : � ttls • City or Renton Department of Planning/Building/1=�.;;,:Works ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET REVIEWING DEPARTMENT:Covvstv,_ctm sew tteo COMMENTS DUE: SEPTEMBER 02, 1997 APPLICATION NO: LUA-97-118,SHPL DATE CIRCULATED: AUGUST 19, 1997 APPLICANT: David Weaver PROJECT MANAGER: MARK PYWELL PROJECT TITLE: Dalaver Short Plat#1 WORK ORDER NO: 78260 LOCATION: 4217 NE 10th Street SITE AREA: 10,000 SF I BUILDING AREA(gross): N/A SUMMARY OF PROPOSAL: The applicant seeks approval to subdivide an existing 10,000 square foot lot into two equal sized lots. The existing home will be removed as part of the Short Plat. ��66 A ?! 7 A. ENVIRONMENTAL IMPACT(e.g.Non-Code) COMMENTS • rrvi" 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 (9,6&14;,. 4K_,A,t4,0--et;e7f—e";12t-A•ut"--%/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 additio information is needed to prop dy assess this proposal. ,f10174. Sig ature o'Director uthorize presentative Date DEVAPP.DOC Rev.10/93 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIMIIIMIMIIIIIIIUWWWIIIIMIIaIINihr o CITY OF RENTON _ .F26r WASV=IV ea Planning/Building/Public Works , •••' iff gh, . ojavfif 4 . Mill Avenue South -Renton, Washington 98055 -VA A - • ' : gg r.r7-' E° _nt... .....,, , .2 ..,..t J:--:'-,-ocv--\\,, 1.1.1 40 •— toil *,* -, — 7 ' . "..2= P014111414 08 21 9. Faifil PR --... t, num Il.S. POSTAGE VIIQV)•\)‘) __....--0,IT \, , 1 ...\ --- ., \*,,0 \ 0 Not Deliverable As Addressed biUnable To Forward Insufficient Address . ‘ ,-: - 0 Moved,Le.ft No Address SEC\:.':.s..- \*-1 P • TY CAPITAL 13218 S 17TH PL, • SANTA FE 87501 piccemeed o liefused CI Attempted-Not Known Olt No Such Street CI Vacant XI No Such Number C • De C k 0- di., IN 0 r c 1023059080 0 No Mall Receptacle 0 Box Closed-Nol Order 0 Forwaroing Order Expired S.-TSCSGME. ..igelt (1Oti 4, 14RA + wivrry NOTICE OF APPLICATION PLANNING/BUILDINGIPUBLIC WORKS DATE: AUGUST 21, 1997 A Short Plat Application has been filed and accepted with the Development Services Division of the City of Renton. The following briefly describes the application and the necessary Public Approvals. PROJECT NUMBER/NAME: LUA-97-118,SHPL/DALAVER SHORT PLAT#1 DESCRIPTION: The applicant seeks approval to subdivide an existing 10,000 square foot lot into two equal sized lots. The existing home will be removed as part of the Short Plat. GENERAL LOCATION: 4217 NE 10th Street STUDIES REQUIRED/OR AVAILABLE: N/A PUBLIC APPROVALS: Short Plat Approval Comments on the above application must be submitted in writing to Mark Pywell, Project Manager, Development Services Division, 200 Mill Avenue South, Renton, WA 98055, by 5:00 PM on September 04, 1997. If you have questions about this proposal, or wish to be made a party of record and receive additional notification by mail, contact MarklPywell at 277-5586. Anyone who submits written comments will automatically become a party of record and will be notified of any decision on this project. ' ' ' `PLEASE INCLUDE THE PROJECT NUMBER'WHEN CALLING FOR PROPER FILE IDENTIFICATION I DATE OF APPLICATION: AUGUST 19,1997 ' . NOTICE OF COMPLETE APPLICATION: AUGUST 19,1997 DATE OF NOTICE OF APPLICATION: AUGUST 21,1997 • iimi . .•y.. . o xu un lJe r ... .I ' YI t y —_ iii I T' . ri:c , t R••' . // `O� NE. IITH T. . Wp- . (11 94n fe EY '9ao6Y .‘' � Nv'„ a,6 li .. 3 a- N.E. 10TH PO '� '} ' - 11 t N.E. 10TH ST , -—ii — 1 i • i;Iii--.P --:" *Ceo � n•ALEj1- • .un.• , , • ,aloe_ .._ _- 91L:¢. 0; 0. „ -. •M;i'is;.shrro:N I ou.cl N.E,..•9TH PL.•, - 'HI. I tI IL,rr. n.uc - �ii:ac •1� : II U aLl , �c „ . — O I. ' y GENMALOT.DOC d 0 CITY OF RENT ON sal. Planning/Building/Public Works +7''.---"I 'A .., krrard-1-7--- #' 111' 200 Mill Avenue South- Renton, Washington 98055 fm . ag vilryl__All 'Of/riewl, t i,. ‘s p C3 I''-- (4z,.U.Z. la u) • .:: *'*'0Z-2:11 —917li PRE NET ED' PBRffrail • * . i 7158316 tl.S.'POSTAGE 1: . MOUL BAN;TAMMY 15209 NE 16TH PL #26 . •1 1 BELLEVUE WA 98007 i 1023059244 MOUL209 RETURN9800TO 5ENDER 2022 1N 15 08/25/97 NO FORWARD ORDER ON FILE • Atv.:473,\ UNABLE TO FORWARD --1 - _......,___„..„...... L661 k , wVi 0 1 TO WRITER ,-7.----4. :, . AnnRESS UNKNOWN /4.1.Ni 2 J 01(Ci. Ov + *11 4. NOTICE OF APPLICATION PLANNING/BUILDING/PUBLIC WORKS DATE: AUGUST 21, 1997 A Short Plat Application has been filed and accepted with the Development Services Division of the City of Renton. The following briefly describes the application and the necessary Public Approvals. ILROJECT NUMBER/NAME: LUA-97-118,SHPL/DALAVER SHORT PLAT#1 DESCRIPTION: The applicant seeks approval to subdivide an existing 10,000 square foot lot into two equal sized lots. The existing home will be removed as part of the Short Plat. GENERAL LOCATION: 4217 NE 1Oth Street pTUDIES REQUIRED/OR AVAILABLE: N/A PUBLIC APPROVALS: Short Plat Approval Comments on the above application must be submitted in writing to Mark Pywell, Project Manager, Development Services Division, 200 Mill.Avenue South, Renton, WA 98055, by 5:00 PM on September 04, 1997. If you have questions about this proposal,,or wish to be made a party of record and receive additional notification by mail, contact Mark Pywell at 277-5586. Anyone who submits written comments will automatically become a party of record and will be notified of any decision on this project. (;PLEASE INCLUDE THE PROJECT NUMBER WHEN CALLING FOR PROPER FILE IDENTIFICATION I DATE OF APPLICATION: AUGUST 19;1997 . NOTICE OF COMPLETE APPLICATION: AUGUST 19,1997 DATE OF NOTICE OF APPLICATION: _AUGUST 21;1997 ,,f,: e, " ''. _�:^_-.•d 1L:.1rrvl Y.DEivf TOcOT e,,,,. 1 .:e:.yen.._y I;�v ;,r,;�r:c.][:= 7,:.,. _ it ,�J; :Ia. 4. �I 11 �� ,: • N.E. IITH S w ., .., - ' • ... I k !, EY •.hz,pEiy I1O ,191,2©;OE a � .fly ef'�''.3,�C��n�d, / Q a O•u v�•' N �£TI1'TI S:"Y�:' •T EAP •d 3 a N.E. 10TH PL �� ., 4 c; 3 aC a Ot G1Ib'S1 zCib 0!C1[� 10O ', o - 411a t N.E. 10TH ST, 1 "ni F �iALEii,M .tau, r ' �iZ .� _'4 04.4! :1 .0 _t,fl �.•M'•1 ;IS, 4.1,1 0;N'-o� ..... .. . .. ;rr'. - r \ - iii# R: • .Si°4 N.E...:;THY."PL.•�. y. GENMALOT.DOC j h1 -. .,,..: ., .m e:a, it , .,---,7• . (-41li 0 CITY OF RENTON . , . . , rf:7717-1, -., k77# Planning/Building/Public Works !•4 - ' & . •.s,11:4?" • • . • - - .' r f El: 200 Mill Avenue South - Renton, Washington 98055 !A:g ',$rfr 4 ;..:;-. 2 0 1.2' * : 4 t .... IA:41,, • ir • : .- 2 t '8 RUN - •-•._ 2 : -- lisam ALS. POSTAGE FRAUSTO MICHAEL I:, 14628 SE 116TH ST RENTON WA 98059 1023059366 A'riE TRURN 1 TO WRITER r DDESSuNicNov „ 4,4,,, ‘ALs.6.4v6v414 i • Le 9f11/ 0, N-Ze 1‘eNd Vicr,?....157.0:17pS '&W11111111111 flii111...111Allitliiiiiilituatatil . _____ U��Y 0 A ♦ .,a I • NOTICE OF APPLICATION PLANNING/BUILDING/PUBLIC WORKS DATE: AUGUST 21, 1997 A Short Plat Application has been filed and accepted with the Development Services Division of the City of Renton. The following briefly describes the application and the necessary Public Approvals. PROJECT NUMBER/NAME: LUA-97-118,SHPL/DALAVER SHORT PLAT#1 DESCRIPTION: The applicant seeks approval to subdivide an existing 10,000 square foot lot into two equal sized lots. The existing home will be removed as part of the Short Plat. GENERAL LOCATION: 4217 NE 10th Street ' STUDIES REQUIRED/OR AVAILABLE: N/A PUBLIC APPROVALS: Short Plat Approval Comments on the above application must be submitted in writing to Mark Pywell, Project Manager, Development Services Division, 200 Mill Avenue South, Renton, WA 98055, by 5:00 PM on September 04, 1997. If you have 1 questions about this proposal, or wish to be made a party of record and receive additional notification by mail, contact Mark Pywell at 277-5586. Anyone who submits written comments will automatically become a party of record and will be notified of any decision on this project: .-..-- - - - - , I PLEASE INCLUDE THE PROJECT NUMBER WHEN CALLING FOR PROPER FILE IDENTIFICATION I DATE OF APPLICATION:, ': , AUGUST 19,1997- NOTICE OF COMPLETE APPLICATION: AUGUST 19,1997. DATE OF NOTICE OF APPLICATION: AUGUST 21,1997 if.; 0. : .0 : N, r...z.---.-.:. -,--- i - )• N.E. _ IITH ST. •©, • ? iti EY gAD6Y N9NEYr,,p;D I " id .,.,. rt,_....AN',.... .9;10• cv 1,47 z 0. - ,-,.- • . .-1.f.Okr is 0sr N.E. IOTH PL.O , T.6.--17; .. • g. ..•4 .1' 1• a • 'IOTH p SL~ - ; ' . � ; '03 -s'ALa•ALE;, "', :fi". `:.: ' ra 1 r. ?k-,•. 0 I ;iM.'I,irs1 s,,, `0:N' ' q to N:E •9T1 PL.• r. GENMALOT.DOG ... �, . ;I a 0 CITY OF RENTON sal Planning/Building/Public Works .. - 1- "1"12". "1.2121FV, V' '*'e...nrist:411..i `rm'EmPelr' ft. : _J Mill Avenue South-Renton, Washington 98055 tr 6 2 291 • lii V ' **Olt-21-.97IW' PRE:4,iftTED 'Dams • • , _ 9158316 U•9- "grACIE *, 1 ' LOPEZ SH a "'ON E . . 13239 S, 16TH ST REN ON WA 98059 ! 10 3059289 • ,--- ---__ __ r iCil ,..:-,„ i 1,,,,. - ..„----,-. ---"„. , . , ADDRESS -f....,.--- A I OrIV g2 t iii ii it it - iii iii ii 'II tit '''.(...„,:-,-,,4 , ti i tn Seet-SSTVIreAeaS IiiiiiiiilillmilshillitishhitIMIhhisfilitilliiiiziiii _.) I RETURN PI QrAincr .--,..: 6„. .r, ,,, _ OtifY get) ♦ _u + -'NTk, NOTICE OF APPLICATION PLANNING/BUILDING/PUBLIC WORKS DATE: AUGUST 21, 1997 A Short Plat Application has been filed and accepted with the Development Services Division of the City of Renton. The following briefly describes the application and the necessary Public Approvals. PROJECT NUMBER/NAME: LUA-97-118,SHPL/DALAVER SHORT PLAT#1 DESCRIPTION: The applicant seeks approval to subdivide an existing 10,000 square foot lot into two equal sized lots. The existing home will be removed as part of the Short Plat. GENERAL LOCATION: 4217 NE 10th Street STUDIES REQUIRED/OR AVAILABLE: N/A PUBLIC APPROVALS: Short Plat Approval Comments on the above application must be submitted in writing to Mark Pywell, Project Manager, Development Services Division, 200 Mill Avenue South, Renton, WA 98055, by 5:00 PM on September 04, 1997. If you have questions about this proposal, or wish to be made a party of record and receive additional notification by mail, contact Mark Pywell at 277-5586. Anyone who-submits written comments will automatically become a party of record and will be notified of any decision on this project, • . • " IPLEASE INCLUDE THE PROJECT'NUMBER WHEN CALLING FOR PROPER FILE IDENTIFICATION I DATE OF APPLICATION: ' AUGUST 19,1997 NOTICE OF COMPLETE APPLICATION: AUGUST 19,1997 DATE OF NOTICE OF APPLIC_ATIO_N: _a.' AUGUST 21,1997 . iri `:T. O N.Y D E wt1 T O s ! s. ye , yy .r „ � !I •e'e.s�, ' , I. 1 s i Elf aPPN -° �•NONclg.,p,-DE - 1 tglik r _, a NE. _ 10TH PL.S , 7 a 1 N.E. IOTH ST.` , th1 - #]0 >S .cam;,. eaHj �=' _�b9;'E' �:„, _„. __ \ ice, a „'vii:ac �•, pH• f I,I L o S, ._. . r . r �.j� 4'. -f ll, ..t 'd LJuu., .. • _.. . L GENMALOT.DOC �.E. i 'I _ o CITY OF RENTON •vu„,,., , r.„ T....M.AIINIIINRIN.70 ...., ) Planning/Building/Public Works 1.4 6,2 aY0 OW 1.4. ; zbo Mill Avenue South -Renton, Washington 98055 t- , Pg '1 or * 2 41 r fi.......da Pinvi -:, 0 2 9 2 Aki 0 "Fla—21-97FCM P RE Mai ED' - PBRErift - : POSTAGE : 1 --. BUENAFE JUAN;CORAZON ' 10426 63RD AVE S - ! SEATTLE WA 98178 -7. . _268500070 _ 1 __ _ .l O�(Y o i + laR • + 4/�,1vrc NOTICE OF APPLICATION I PLANNING/BUILDING/PUBLIC WORKS ' • DATE: AUGUST 21, 1997 A Short Plat Application has been filed and accepted with the Development Services Division of the City of Renton. The following briefly describes the application and the necessary Public Approvals. PROJECT NUMBER/NAME: LUA-97-118,SHPL/DALAVER SHORT PLAT#1 DESCRIPTION: The applicant seeks approval to subdivide an existing 10,000 square foot lot into two equal sized lots. The existing home will be removed as part of the Short Plat. GENERAL LOCATION: 4217 NE 10th Street STUDIES REQUIRE /OR • AVAILABLE: N/A • PUBLIC APPROVALS: Short Plat Approval Comments on the above application must be submitted in writing to Mark Pywell, Project Manager, Development Services Division, 20,0 Mill Avenue South, Renton, WA 98055, by 5:00 PM on September 04, 1997. If you have questions about this proposal, or wish to be made a party of record and,receive additional notification by mail, contact Mark Pywell at 277-5586. Anyone who submits written comments will automatically become a party of record and will be notified of any decisioi on this,project. • .. PLEASE INCLUDE'THE PROJECT NUMBER:WHEN CALLING FOR PROPER FILE IDENTIFICATION DATE OF APPLICATION: . ' • . AUGUST 19,1997. • I . NOTICE OF COMPLETE APPLICATION: AUGUST 19,1997 DATE OF NOTICE OF APPLICATION: AUGUST 21,1997 ii py �r i.. �i,5,�11 e' �j —t Ny �r • N.E. IITM ST. �:®. - Q, yam. ;0,: © IV.[if]t,? [DIY, -..__ a t .+� I �t -f w 3 a . N.E. 10TH PL.5 1 . • l p i,a,SQ a.'p'1Qjra4pQ91?..'t3�... ' �a� 4 4:W - - I1.. N.E.L ^10TH _ ST. �, rr,r • 91L^.s I" r.'�M I S:• . ; y0'•N _ . ... I. -•» -•4-em•c NEB..,9TH PL.. `-+ c. ,:.: (OW,. cI N•i 1 L. L 5, l 1 4 ... j a 0 •> Sr r..e�U..•...r•01 1.)Ar. _rrG- GENMALOT.DOC ......... ......................—. i :A, :I IIIIIIIIIIIIIIMIMIIIIIIIIIIIIIIPPP $ © CITY OF RENTON , �,. Planning/Building/Public Works y� 9 wu Mill Avenue South -Renton, Washington 98055 rg ��® 1 -irl GI ;y' - 7 p6R. d.s, POSTAGE (V ..fit., 2 , ,, ) — AUG2b1.g7 1 C]T y i KAT O ALAN A. 12 �ngi J gE'T CJ 5772 S 152TJD ST#7 Dept .TUKWILA WA 98188 .—___ _ __ _ --_-__-__ ___ 55614501.60 KAT0772 981883001 1796 16 08/22/97 1 FORWARD TIME EXP RTN TO SEND -'— — -...,_e� _ KATO'ALAN A r —:" —:__j i` 4300 NE 9TH PL L-T��; I� _�` , ; RENTON WA 98059-4FS46 TO ,:� '`1i 7 V'6'61F 0 7 WRITER Tf 1 i 1 ft 1 1 1 1 t 1 ! 1 1 1 H iJ T L�i 1��y;fl 0' ►�"�s�l� 1. s Cac� lit ni,.i.lti...1.1ssiel��id...111n1.141ta11iiilluni11,1 + NoR4 + • NOTICE O.F APPLICATION PLANNING/BUILDING/PUBLIC.WORKS DATE: AUGUST 21, 1997 A Short Plat Application has been filed and accepted with the Development Services Division of the City of Renton. The . following briefly describes the application and the necessary Public Approvals. PROJECT NUMBER/NAME: LUA-97-118,SHPL/DALAVER SHORT PLAT#1 DESCRIPTION: The applicant seeks approval to subdivide an existing 10,000 square foot lot into two equal sized lots. The existing home will be removed as part of the Short Plat. GENERAL LOCATION: 4217 NE 10th Street STUDIES REQUIRED/OR ' AVAILABLE: N/A PUBLIC APIPROVALS: Short Plat Approval 1 Comments on the above application must be submitted in writing to'Mark Pywell, Project Manager, Development Services Division, 200 Mill Avenue South, Renton, WA 98055, by 5:00 PM on September 04, 1997. If you have . questions about this proposal, or wish to be made a party of record and receive additional notification by mail, contact Mark Pywell at 277-5586. Anyone who submits written comments will automatically become a party of record and will be notified of any decision on this project. • I PLEASE INCLUDE THE'PROJECT NUMBER WHEN CALLING FOR PROPER FILE IDENTIFICATION I DATE OF APPLICATION:, _ AUGUST 19,1997 • . NOTICE OF COMPLETE APPLICATION: AUGUST 19,1997 , DATE OF NOTICE OF APPLICATION: . AUGUST 21,1997 • Il - _.'•__. Z . j= ,,fE��O ' :.,, e e, .-, 1-'rY„1 r7"7-9, II °'. , . s, �iy Q• KE. _ IITH 5T. w},.,�. ' .• . a yam' ;4^ ., d [�l,po'4r,['!z}-• j :, ET peat/ NONE,YD;,D;rie .i " W. .c'- a N.E IOTH FLA Q - l.a FJj ' N.E. IOTH ST. ,•" ,. my".i ,lam ,+'. . .,rd - n , .. ,a= ca,. .ia ii _ .';J H.iI L e 4.I • I.A___.__c- u,...:: .lie u,; ^sH . r- , • OrcY 4,, NOTICE OF APPLICATION 4 PLANNING/BUILDING/PUBLIC WORKS • DATE: AUGUST 28,1997 A Short Plat Application has been filed end accepted with the Development Services Division of the City of Renton.The following briefly describes the application and the necessary Public Approvals. PROJECT NUMBER/NAME: LUA-97.118,SHPL/DALAVER SHORT PLAT El I DESCRIPTION: The applicant seeks approval to subdivide an existing 10,000 square foot lot Into two equal stied lots.The existing home will be removed as part of the Short Plat. GENERAL LOCATION: 4217 NE 10th Street STUDIES REQUIRED/OR AVAILABLE: WA I PUBLIC APPROVALS: Short Plat Approval Comments on the above application must be submitted In writing to Marc Pywell,Project Manager,Development ' Services Division,200 Mill Avenue South,Renton,WA 98055,by 5:00 PM on September 11,1997. If you have questions about this proposal,or wish to be made a party of record and receive additional notification by mail,contact • Mark Pywell at 277-5588.Anyone who submits written comments will automatically become a party of record and will be notified of any decision on this project. I PLEASE INCLUDE THE PROJECT NUMBER WHEN CALLING FOR PROPER FILE IDENTIFICATION • DATE OF APPLICATION: AUGUST 19,1997 • NOTICE OF COMPLETE APPLICATION: AUGUST 19,1997 • DATE OF NOTICE OF APPLICATION: AUGUST 28,1997 • I a •:o.�,d'1 ,r... :, a... ; 2 rn; t ,.r EY DEY HONEY,O -- I O c 9".a9?'a .1( 70.41''b:O • I 'I ,xt¢••:97d1F��. k970 E¢i: a t AAP NYEi04%19.9ldm2vi•o. • )lir' t. S.o•i Irt I • 1A .- t 1�'i.ii.i;T:o• , ii�..0 mA.byT:r.pAaE.110 rc .•,• • d 1 uENMhLOT.DOC t[, •.,E f- • WBBB CERTIFICATION --- • Ir / ', / hr/N! /7 , hereby certify that copies of the above document were posted bf me in cons cuo s places on or nearby the described property on 1 . Signe . G STATE OF WASHINGTON ) ) SS COUNTY OF KING ) • I that I know or have satisfactory evidence that ' /21,f. certify signed this instrument and acknowledged it to be his/her/their free and volunt. •'`act for the Uses and purposes mentioned in the instrument. , .• Dated: G, `1 En_ , _-- �'� / W:Washrn lo-n: Notary Pub c �n and fort e St he D� 9 .. Notary (Print) MARGAREi J.fULtAR My appointment expi COMISSION EXPIRESL6lagBt NOV Art Y,OOC UsrY obi ♦ W ‘e'P�lvrro� NOTICE OF APPLICATION ' PLANNING/BUILDING/PUBLIC WORKS DATE: AUGUST 28, 1997 A Short Plat Application has been filed and accepted with the Development Services Division of the City of Renton. The following briefly describes the application and the necessary Public Approvals. • PROJECT NUMBER/NAME: LUA-97-118,SHPL/DALAVER SHORT PLAT#1 DESCRIPTION: The applicant seeks approval to subdivide an existing 10,000 square foot lot into two equal sized lots. The existing home will be removed as part of the Short Plat. GENERAL LOCATION: 4217 NE 10th Street STUDIES REQUIRED/OR AVAILABLE: N/A PUBLIC APPROVALS: Short Plat Approval Comments on the above application must be submitted in writing to Mark Pywell, Project Manager, Development Services Division, 200 Mill Avenue South, Renton, WA 98055, by 5:00 PM on September 11, 1997. If you have questions about this proposal, or wish to be made a party of record and receive additional notification by mail, contact Mark Pywell at 277-5586. Anyone who submits written comments will automatically become a party of record and will be notified of any decision on this project. PLEASE INCLUDE THE PROJECT NUMBER WHEN CALLING FOR PROPER FILE IDENTIFICATION • DATE OF APPLICATION: AUGUST 19,1997 NOTICE OF COMPLETE APPLICATION: AUGUST 19,1997 DATE OF NOTICE OF APPLICATION: AUGUST 28,1997 8r:-Si- AP-Ni'!'- TNlNS-• Ir " II . ' '.W44; +`4�� ,• N.E t 1(` opvf. 'I ITHH ON ST.f„p,D „E d ti ' NE t" STATE , :oil-5L,. jI. CJ� ' / Cj,,. s N.E. IOTH PL 4 lirifJ boy a1'" -.� • @@ ,Par.3,_I 1n ALE..s . .nelem`.� .'xL,:g ,w K9 ; . a ir . . • T 4�"'Tct4., E::9TH nP.L.. + ;1 Ijl =:c.._i IIn"'•n �xy.,•.H• IL L 2.5l r en i 'I -`'A•• GENMALOT.DOC . , ii .1 r- u.,,.,,. .n3 Al Ar CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS MEMORANDUM DATE: August 27, 1997 TO: File FROM: /Mark R. Pywell SUBJECT: Dalaver Short Plat J c 7 Applicant's for subdivisions are required by ordinance to construct a sign on the subject property describing the subdivision. The applicant had submitted an affidavit that the sign was installed on August'21, 1997. Three trips to the subject property between August 21 and August 26 revealed that the sign had not been installed. It appears that the sign was installed by the applicant on Wednesday, August;27, 1997. This required the City to post the property on August 28, 1997 for the second time. All review dates to reach a determination on the project will be established from the new posting date of August 28, 1997. This means that comments must be accepted until September 11, 1997. UYecY U� • 4142111X . Nrc0 NOTICE OF APPLICATION + PLANNING/BUILDING/PUBLIC WORKS DATE: AUGUST 28,1997 A Shod Plat Application has been filed and accepted with the Development Services Division of the City of Renton.The following briefly describes the application and the necessary Public Approvals. PROJECT NUMBER/NAME: LUA-97-118,SHPL/DALAVER SHORT PLAT 91 DESCRIPTION: The applicant seeks approval to subdivide an existing 10,000 square foot lot into i two equal sized lots.The existing home will be removed as pad of the Short Plat. • GENERAL LOCATION: 4217 NE 10th Street STUDIES REQUIRED/OR ' AVAILABLE: N/A PUBLIC APPROVALS: Short Plat Approval Comments an the above application must be submitted In writing to Mark Pyweli,Project Manager,Development Services Division,200 Mill Avenue South,Renton,WA 98055,by 5:00 PM on September 11,1997. If you have questions about this proposal,or wish to be made a party of record and receive additional notification by mall,contact . Mark Pywell at 277.5588.Anyone who submits written comments will automatically become a party of record and will be • notified of any decsion on this project. 'PLEASE INCLUDE THE PROJECT NUMBER WHEN CALLING FOR PROPER FILE IDENTIFICATION DATE OF APPLICATION: AUGUST 19,1997 ' NOTICE OF COMPLETE APPLICATION: AUGUST 19,1997 • DATE OF NOTICE OF APPLICATION: AUGUST 28,1997 p cos ure sr ."J •' .. ,q,9-4r••mlumrp? �} E ao a •. '.g.%'': WEg, 9 Iti r&o, '• ;292oiraorrior;a4•. gI• ,4fr5R , e •�r,•e.r�. ;• 7 J 1'4, S- e . '1,. k—l. g $11.i lf;i7.,S. i waa: �16' r�'r.lI.. GENMALOT.nou --T - CERTIPICATION • Ir /it,i1T/ /„//T/ , hereby certify that 3 copies of the above document were posted by me in ,. cons iouous places on or nearby the described property on . posted/by Zs//� % 7 • Signed: : 0,4 % ' STATE OF WASHINGTON ) ) SS COUNTY OF KING ) I certify that I know or have satisfactory evidence that /YI4 7T (til7;, i' signed this instrument and acknowledged it to be his/her/their free and voll'tit0,act.t5 -the uses and ur oses mentioned in the instrument. ; 14,t/ ti 57 s�°''' ` • P ; P rt Dated: b Z� '�� G • i' ' _ d Notary Pub' n and for I e SFa.tg o. s rin^gtdn Notary (P • t) ARGAFIET J. 'PULI- AR My appointment expires: /gg • NOTARY•OOC • OscY O, .4. R + NOTICE OF APPLICATION • PLANNING/BUILDING/PUBLIC WORKS DATE: AUGUST 28, 1997 A Short Plat Application has been filed and accepted with the Development Services Division of the City of Renton. The following briefly describes the application and the necessary Public Approvals. 1 PROJECT NUMBER/NAME: LUA-97-118,SHPL/DALAVER SHORT PLAT#1 i DESCRIPTION: 1 The applicant seeks approval to subdivide an existing 10,000 square foot lot into two equal sized lots. The existing home will be removed as part of the Short Plat. GENERAL LOCATION: 4217 NE 10th Street STUDIES REQUIRED/OR • • AVAILABLE: N/A PUBLIC APPROVALS: Short Plat Approval Comments on the above application must be submitted in writing to Mark Pywell, Project Manager, Development Services Division, 200 Mill Avenue South, Renton, WA 98055, by 5:00 PM on September 11, 1997. If you have questions about this proposal, or wish to be made a party of record and receive additional notification by mail, contact Mark Pywell at 277-5586. Anyone who submits written comments will automatically become a party of record and will be notified of any decision on this project. PLEASE INCLUDE,THE PROJECT NUMBER WHEN CALLING FOR PROPER FILE IDENTIFICATION DATE OF APPLICATION: AUGUST 19,1997 NOTICE OF COMPLETE APPLICATION: AUGUST 19,1997 DATE OF NOTICE OF APPLICATION: AUGUST 28,1997 I �:'s—.:—,-----:--_:. — —•�. -s€;i .... _. -.-- -- -M-5r^P-B�-�_F- iQenS-- e 11 — --•- r.6--- T .i '/� 7,.'•'4 _, .Rry'�s� . N.E. IITH ST. > ro. 'g €Y -q;P FtY H P r crt D.ri ' E'_t*^F'TA-TESL+ u,. y : 'N ,�s N.E. IOTN PL.=V z-_ Q rws ,1 o ..� ! 1; `. — `L€ T 41 li.lYiaB,T n 4''.0 ro I N.E. 10TH S. Jr s . 33:on pa, , m � yq,z ,, { 0,4 7alJ 1yyyy .©;.,�j7'I I»�S,5;;I,0-:N°'..— p°Fa19�-+..=•.�lu: ,s4-••+rzvr- ., ?e NE..~9TH' PL.+; •j . j c=- oas¢ x ip�iz Newton : il I L u9 '+ ; �_e_,e,3 1' .?..'. J _.:%6 r.L "n•> - C. • GENMALOT.DOC e •40•,L CITI. 3F RENTON ii1: Planning/Building/Public Works Department Jesse Tanned,Mayor Gregg Zimmerman P.E.,Administrator ORDER TO CORRECT DATE: 08/22/97 Violation Index No. C97-0092 • Location of Violation: 4217 NE 10TH ST I Owner(tax-payer) : DAVID WEAVER Issued To: 1 DAVID WEAVER Address: PO BOX 53431 BELLEVUE, WA 98015 An inspection of the above premises revealed violation(s) of The City of Renton codes and ordinances listed below. - Compliance or corrective action must be completed by 08/27/1997 or a CIVIL INFRACTION CITATION may be issued, and you may be assessed a civil penalty in the amount noted below for each violation, for .each and: every day or portion of ;a day in ;which the violation continues following the date and time set for correction. • _First •Three Days of Violation $100. 00, -per day Second Three Days of Violation $200. 00, per day . Third Three Days of Violation "$300.00, per day Each Additional Day of Violation '$500. 00, per day' • CODE SECTION! CITED: R.M.C. 9-15-1; 6-14-19 DESCRIPTION .OF VIOLATION: WEEDS AND LITTER CORRECTIVE ACTION: REMOVE WEEDS AND LITTER Issued By: Robert L. Arthur, Land Use Compliance Inspector Planning/Building/Public Works Department Development Services Division Phone No. : (206) 277-6169 DELIVERY METHOD [ ] hand delivered >41 certified mail [ . ] posted at site • 200 Mill Avenue South- Renton,Washington 98055 ®This paper contains 50%recycled material,20%post consumer Review Comments C97-0092 PROPERTY WAS ABATED AND POSTED NO OCCUPANCY 03/21/96. PREVIOUS OWNER, KEITH A. RAY OF 714 21ST AVENUE APT. 5 SEATTLE, WA 98122 COOPERATED AND HAD THE HOUSE BOARDED UP. THE PROPERTY HAS SINCE BECOME OVERGROWN WITH WEEDS AND LITTERED WITH TRASH. THE WEEDS POSE A SERIOUS FIRE HAZARD. A MESSAGE WAS LEFT ON MR. WEAVER'S TELEPHONE (DALAVER CONST) ON8/22/97 AT 1100 AM. ADVISING MR. WEAVER TO ABATE THE WEEDS. OTC SENT 8/22/97 . 1 .:;:::.;»:.;:.;:.:.;;:.;ai:.;:;.:.:::.;:.;:.;:.;;<:.;:.:<.<::.:>::::»:.»<:;:>::»:::«: >:D :V L .:.M NT V.!OES..DI:...S..O.. ...........:.:::.:.. ...:...:..:.:..:................... ........... ..... : •SS••T ••• •O•:•••••F : :: ••• •• ::::R.O RE••.. TY....OW NE•.. :. t 15.:.. ....... .......::S.:.-J RR O l :N.D..(t\!GP :.. :..:::..::...... ...::.:.::..:::::.:::.,.... .....:.:.:..::.:::..:.„w R 5.::.:: .::.: ........................:.. .. ..:::...:.. ...............:::,........:::..:................. :::::::::wltliin:300€fe.et>`of.:<tiie:.• .....:..:........::.:......:.:.::::::::.::::.,.::::::::::.:::::. :.::::,:.:::::::..:..::..-:::.: I LAVEPROJECT NAME: ' 2- P / GA LS • APPLICATION NO: LUP deli 1 i Si st i el , 1 . Tiie'following is a list of property owners within 300 feet of the subjact site. The Development Services Division will notify these individuals of the proposed development. I Name Address Assessor's number NICHOLAS DEBORAH LEE 4225 NE 10TH PL RENTON WA 98059 , 3450400350 BUI VU PHONG;HIEP QUY 4233 NE 10TH PL RENTON WA 98059 3450400360 PRESSLY WILLIAM D;PHYLLIS M 4301 NE 10TH PL RENTON WA 98059 3450400370 HOFFMAN DENNIS E 4307 NE 10TH.PL RENTON WA 98054 3450400380 VALESKO ALBET D;VIVIAN J 4317 NE 10TH PL RENTON WA 98059 340400390 FISHER SCOTT E;CHAE K 4332 NE 10TH ST RENTON WA 98059 3450400430 GREER JASON C; JOYCE B 4324 NE 10TH ST RENTON WA 98059 3450400440 PATTIE ROBERT DUANE 4316 NE 10TH ST RENTON WA 98059 3450400450' ZIMMERMAN HARRY F 4308 NE 10TH ST RENTON WA 98059 3450400460 SABIN PAUL O;MARLA C 4232 NE 10TH ST RENTON WA 98059 - 3450400470 RAY DORIS M 1 4224 NE 10TH ST RENTON WA 98059 3450400480 NEWTON RALPH R 8417 35TH AVE SW SEATTLE.WA 98126 1023059147 WRAA GLENN W 4216 NE 9TH PL RENTON WA 98059 1023059159 FRITZ ROBERT1L;CATHERINE N 961 ANACORTES AVE NE RENTON WA 98059-- • 1023059417 DALRYMPLE JR WALTER;LYNN 4217 NE 10TH PL RENTON WA 98059 3450300330 FRAUSTO MICHAEL L 14628 SE 116TH ST RENTON WA 98059 1023059366 KANE TED;PEGGY L 4124 NE 9TH PL RENTON WA 98059 1023059270 SECURITY CAPITAL PACIFIC TRUS 125 LINCOLN AVE SANTA FE NM 87501 1023059080 BRENNEISE RA1NDALL K; TYLA J 13218 SE 117TH PL RENTON WA 98059 1023059379 HOLLAWAY DAVID K;LORI A 4209 NE 10TH ST RENTON WA 98059 • 1023059340 LOPEZ SHARON E 13239 SE 116TH ST RENTON'WA 98059 1023059289 WILCOX LYLAN 4225 NE 10TH ST RENTON WA 98056 1023059271 WRAA GLENN W 4216 NE 9TH PL RENTON WA 98059 1023059255 STIEGER MARILYN .2400 NE 9TH ST RENTON WA 98056 1023059252 HERO SID;KINHOM BOUNLEUTH 4213 NE 10TH ST RENTON WA 98059 1023059245 MOUL BAN;TAMMY 15209 NE 16TH PL#26 BELLEVUE WA 98007 1023059244 FERRELL WARREN DEWAYNE; 4115 NE 10TH ST RENTON WA 98059 1023059232 BURT JOSEPH:ELIZABETH J 4229 NE 10TH ST RENTON WA 98059 1023059171 BATHER JIM D;,BARBARA A 3112 NE 10TH ST RENTON WA 98059 3450300320 CAMERON JAMES P 4216 NE 10TH ST.RENTON WA 98059 3450300340 ZANDT EDNA E 4208 NE 10TH ST RENTON WA 98059 3450300350 GORDON GARY D;MILISSA A BEH 4125 NE 10TH PL RENTON WA 98059 3450300400 ORILLE FRANKLIN H;ALICIA S 1025 VASHON AVE NE RENTON WA 98059 3450300410 VLAHOVICH J J 4132 NE 10TH ST RENTON WA 98059 3450300420 GOLL DENNIS A;SHIRLEY A 4124 NE 10TH ST RENTON WA 98059 3450300430 REED ELI J;ANbELA COOK 4116 NE 10TH ST RENTON WA 98059 • 3450300440 MARASIGAN MANNY B; ELEANOR 950 UNION AVE NE RENTON WA 98059 268500010 BROWN JANET L 4107 NE 10TH ST RENTON WA 98059 DEVELOPMENT�y PLANNING• 268500020 9805 LEE OK AE I 16300 SE RENTON ISSAQUAH RD RENTON WA 9"F RENTON 268500040 SJODIN JAME PATRICK; KRISTI 4120 NE 9TH PL RENTON WA 98059 AUG 1 g 1g97 268500050 SALYPHOD PHETSAMONE 4206 NE 9TH PL RENTON WA 98059 268500060 BUENAFE JUAN;CORAZON 10426 63RD AVE S SEATTLE WA 98178 268500070 BOYDSTON DONALD J-MARJORIE 4313 NE 10TH ST RENTON WA 98059 Iv:E D 3450410010 nni DAV PPnPGI TIPC I I C Af133 NF CI IIICFT RI Vll RFNT(lN WA 9ROSf 3450410020 r >::::>„:::: .................:: :. .>:: «<::;........................................::: : : : : : : :: : ::::>:>:::::::....... ..RENT. . .... .:;.....:.........::;:..:.:::::.::.::.:. :.::.::.:.::.::.::.:;::.::.:.::::::...:,D :V: l :.IVI T. RX... .E SI .:.. ......... ....................>::::::::::::>:::>::>.... ..................................................:: ::: : ::. :: : ::::: :: E E O N SE I C S .41..... ..O :S:::-:.;: F SURROUNDING PROPERTY:: OWNERS- b slte<::::::::>::::»««<«>:::<:::»:::>:>akii>::><><>:<: :>: «<: »::>:<:i*:i:;:::: > ::; ::.....::::::>::»:>:<:<:::: ;:: :::.....: : ::::::::::::....:>w�ttii�::300'::feet:of.<the::.s.0 ct.. PROJECT NAME: • APPLICATION NO: 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 number NICHOLAS DEBORAH LEE • 4225 NE 10TH PL RENTON WA 98059 ' 3450400350 BUI VU PHONG;HIEP QUY 4233 NE 10TH PL RENTON WA 98059 3450400360 PRESSLY WILLIAM D;PHYLLIS M 4301 NE 10TH PL RENTON WA 98059 3450400370 HOFFMAN DENNIS E 4307 NE 10TH-PL RENTON WA 98059 3450400380 VALESKO ALBET D; VIVIAN J 4317 NE 10TH PL RENTON WA 98059 3450400390 FISHER SCOTT E;CHAE K 4332 NE 10TH ST RENTON WA 98059 3450400430 GREER JASON C,; JOYCE B 4324 NE 10TH ST RENTON WA 98059 3450400440 PATTIE ROBER;T PU NA.;, 4316 NE 10TH ST RENTON WA 98059 3450400450 ZIMMERM!AN.F,ARRX F-; 20, 4308 NE 10TH ST RENTON WA 98059 3450400460 SABIN P,r�l1L:rO;IVIARL�A'aG:0_, :• 4232 NE 10TH ST RENTON WA 98059 3450400470 RAY DORM \,c\"r` N 4224 NE 10TH ST RENTON WA 98059 3450400480 NEWTON,RALPH R_ . , = ' 8417 35TH AVE SW SEATTLE WA 98126 1023059147 WRAA G+LENN.vy. .e.;.` 4216 NE 9TH PL RENTON WA 98059 1023059159 FRITZ ROBERT•L;dATHERiNE N 961 ANACORTES AVE NE RENTON WA 98059 1023059417 DALRYMPLE:.JR1m/ALTER;LYNN 4217 NE 10TH PL RENTON WA 98059 3450300330 FRAUSTO MICHAELL 14628 SE 116TH ST RENTON WA 98059 1023059366 KANE TED;PEGGY L 4124 NE 9TH PL RENTON WA 98059 1023059270 SECURITY CAPITAL PACIFIC TRUS 125 LINCOLN AVE SANTA FE NM 87501 1023059080 BRENNEISE RANDALL K; TYLA J 13218 SE 117TH PL RENTON WA 98059 1023059379 HOLLAWAY DAVID K;LORI A 4209 NE 10TH ST RENTON WA 98059 1023059340 LOPEZ SHARON E 13239 SE 116TH ST RENTON WA 98059 • 1023059289 WILCOX LYLAN 4225 NE 10TH ST RENTON WA 98056 1023059271 WRAA GLENN W 4216 NE 9TH PL RENTON WA 98059 1023059255 STIEGER MARILYN 2400 NE 9TH ST RENTON WA 98056 1023059252 HERO SID;KINHOM BOUNLEUTH 4213 NE 10TH ST RENTON WA 98059 1023059245 MOUL BAN;TAMMY 15209 NE 16TH PL#26 BELLEVUE WA 98007 1023059244 FERRELL WARREN DEWAYNE; 4115 NE 10TH ST RENTON WA 98059 1023059232 BURT JOSEPH;ELIZABETH J • 4229 NE 10TH ST RENTON WA 98059 - 1023059171 SATHER JIM D;BARBARA A 3112 NE 10TH ST RENTON WA 98059 3450300320 CAMERON JAMES P 4216 NE 10TH ST RENTON WA 98059 3450300340 ZANDT EDNA E 4208 NE 10TH ST RENTON WA 98059 3450300350 GORDON GARY D;MILISSA A BEH 4125 NE 10TH PL RENTON WA 98059 „3450300400 ORILLE FRANKLIN. H;ALICIA S 1025 VASHON AVE NE RENTON WA 98059 • ^ 3450300410 VLAHOVICH J J 4132 NE 10TH ST RENTON WA 98059 ` 34q0,300420 GOLL DENNIS A;SHIRLEY A 4124 NE 10TH ST RENTON WA 98059 3450300430 REED ELI J;ANGELA COOK 4116 NE 10TH ST RENTON WA 98059 " �' •3450300440 •MARASIGAN MANNY B; ELEANOR 950 UNION AVE NE RENTON WA 98059 -. — -� +68500010 BROWN JANET L 4107 NE 10TH ST RENTON WA 98059 r„ ,.268509020 LEE OK AE 16300 SE RENTON ISSAQUAH RD RENTON WA 98059 `'.�.2q.48500040 SJODIN JAMES PATRICK; KRISTI 4120 NE 9TH PL RENTON WA 98059 * 68500050 SALYPHOD PHETSAMONE 4206 NE 9TH PL RENTON''Uf(A�398039�1,,,,�` r.; " ,40AM . .268500060 BUENAFE JUAN;CORAZON . 10426 63RD AVE S SEATT.LEE.WA.798178..•{;,,,fer-Agaimmoo 268500070 BOYDSTON DONALD J;MARJORIE 4313 NE 10TH ST RENTON"WA'98059 3450410010 - (Continued) p� NAME ADDRESS ASSESSOR'S PARCEL j NUMBER YAMASAKI DENNIS K 967 ANACORTES CT NE RENTON WA 98059 ; 3450410030 HARSCH FRANKLIN D & P 7804 129TH AVE SE RENTON WA 98056 3450410040 DWYER THOMAS N;LAURIE J 955 ANACORTES CT NE RENTON WA 98059 3450410050 SUMMERS BRIAN L;KIMBERLY R 950 ANACORTES CT NE RENTON WA 98059 3450410060 BERGSMA JUDY 956 ANACORTES CT NE RENTON WA 98059 3450410070 LACKIE MARK T;JANA C 962 ANACORTES CT NE RENTON WA 98059 3450410080 HESS JAMES A 968 ANACORTES CT NERENTON WA 98059 3450410090 BURNS KENNETH D; CAROLYN J 974 ANACORTES CT NE RENTON WA 98059 3450410100 LONDO-TIBERIO CONSTRUCTION 10900 NE 8THST#900 BELLEVUE WA 98004 5561450130 SHIOYAMA GEORGE SCOTT; LYNN 4301 NE 9TH PL RENTON WA 98059 5561450150 KATO ALAN A 5772 S 152NDiST#712 TUKWILA WA 98188 11 5561450160 FUNG HELEN PUI-LING 4324 NE 9TH PL RENTON WA 98059 l 5561450200 SUTHERLAND PHILIP E _ 4342 NE 9TH PL RENTON WA 98059 l 5561450230 PHAN DONALD T;LEHAND N 957 ANACORTES AVE NE RENTON WA 98059 G 5561450250 I, r i, II LZ4,1 .4. &,,#, .mot/&/Applicant Certification 'I I, 'os>'n =. • 5rn.i",%"' , 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 ,`J -si•i;'�..�^?,` _, i � � ,'_•`�.�' o : ham %.Title Company Records /�Z ba J = ; �,.1 ,:t . -:t1 ❑ g Co Assessors Records u , ' ,�I "' _ --,-;; I:,,,_;l' •~ t�,,v, ;... mill t--i. i Signed CY r Date 7,/��::`r, ' �! i. )F , �. .* 7.,. it\_ (Applicant) -;;, �(7•!i ry, :•`' NOTARY • j ATTESTED: §pbsFribed and sworn before me, a Notary Public, in and for the State of Washington, residing at //y'e�t 1Jil�._ on the day of 1 , 19 �3 Signed (; ` . A', 4-(1-4)- ! 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GtirCY o.4 f' 117 L'N'ro$ NOTICE OF APPLICATION ' • PLANNING/BUILDINGIPUBLIC WORKS • • DATE: AUGUST 21,1997 A Short Plat Application has been filed and accepted with the Development Services Division al the City of Renton.The . following briefly describes the application and the necessary Public Approvals. I PROJECT NUMBER/NAME: LUA-97-118,SHPL/DALAVER SHORT PLAT 01 • DESCRIPTION: The applicant seeks approval to subdivide an existing 10,000 square foot lot into . , two equal sized lots.The existing home will be removed as part o1 the Short Plat. ' GENERAL LOCATION: 4217 NE 10th Street ' STUDIES REQUIRED/OR AVAILABLE: N/A PUBLIC APPROVALS: Short Plat Approval , Comments on the above application must be submitted in writing to Mark Pywell,Project Manager,Development • ' Services Division,200 Mill Avenue South,Renton,WA 98055,by 5:00 PM on September 04,1997. If you have questions about this proposal,or wish to be made a party of record and receive additional notification by mail,contact , Mark Pywell at 277-5586.Anyone who submits written comments will automatically become a party of record and will be notified of any decision on this project. . PLEASE INCLUDE THE PROJECT NUMBER WHEN CALLING FOR PROPER FILE IDENTIFICATION DATE OF APPUCATION: AUGUST 19,1997 NOTICE OF COMPLETE APPUCATION: AUGUST 19,1997 DATE OF NOTICE OF APPLICATION: AUGUST 21,1997 , ,.. . ,. oU ocA 1 . ,1 • p . ST • .I • �` OC1 m • :�.7 ,E R D ©9H N9Yl , � I I,O o Vs,Q 9 lb W a 9'1 9iquati:,OCI O. .,:Q.,f7, O , .r PL. • 1 r: ,:I,A._I ,ori �fi M� aB . g •.4d QAIE , • _pII. di !L i•.7+-ice+! 1 rP{]]'^n'. 4" , i .... ... {. cEnrwLor.boc . .-.......,.. ... I4 - • :!: CERTIFICATION • I, 01-1/,6i,77 , hereby certify that 5 copies of the above document were posted by me in • 3 conspicuous places on or nearby the described property on Ai.C,ucr Z 1y/9f 7 • Signed: : • STATE OF WASHINGTON ) • ) SS COUNTY OF KING ) • • I certify that I know or have satisfactory evidence that M4 TT 41/ivA) i f / signed this instrument and acknowledged it to be his/her/their free and volunta estMfj he uses and purposes mentioned in the instrument• c)•• s ,a:si : q6- :o . VA ..J: Dated: / / R �l u . Notary Pub!' and foie Stat higgio:n Notary (Prin _ yam Smeneg NAIL tNM My appointment g �,rll: a w •r jluv'1Vn NOTARY•DOC �i Oti�Y % *al NOTICE OF APPLICATION PLANNING/BUILDING/PUBLIC WORKS DATE: AUGUST 21, 1997 A Short Plat Application has been filed and accepted with the Development Services Division of the City of Renton. The following briefly describes the application and the necessary Public Approvals. PROJECT NUMBER/NAME: LUA-97-118,SHPL/DALAVER SHORT PLAT#1 DESCRIPTION: The applicant seeks approval to subdivide an existing 10,000 square foot lot into two equal sized lots. 'The existing home will be removed as part of the Short Plat. GENERAL LOCATION: 4217 NE 10th Street STUDIES REQUIRED/OR • AVAILABLE: N/A • PUBLIC APPROVALS: Short Plat Approval Comments.on the above application must be submitted in writing to Mark Pywell, Project Manager, Development Services Division, 200 Mill Avenue South, Renton, WA 98055, by 5:00 PM on September 04, 1997. If you have questions about this proposal, or wish to be made a party of record and receive additional notification by mail, contact Mark Pywell at 277-5586. Anyone who submits written comments will automatically become a party of record and will be notified of any decision on this project. IPLEASE INCLUDE THE PROJECT NUMBER WHEN CALLING FOR PROPER FILE IDENTIFICATION ' DATE OF APPLICATION: AUGUST 19,1997 NOTICE OF COMPLETE APPLICATION: AUGUST 19,1997 DATE OF NOTICE OF APPLICATION: AUGUST 21,1997 ' L..-Fr_-_... _t:': :— `_ --_sw-srTi�rw_='�wesrs, �. a z, — ? „ — p y °N " 1 °r 'oI CliMa d' ) a'l[p T 1;1 Gk4°0 C.- 1NSTA % TE .rj .i :. �u.'° 9wIN.E. ,_ IOTH PL.: ., ...•��Q.1i 4 i[1ID= Ali [P cia:Pr1�.02®�Q p-,. �. 2 t n 5I r.i—n—.E. nIOTH. ST s ,e., „at��;••�uan I11111� tiRI,Ii y6A 5L5 I" :••"no'".F sz;�� j''�e • ,�g"r�'1., To' 1.4 ,., N.E^`9TH PL., H,I L L`9 1 6-k; - _ ,_ki;_ ','{,.., ,I" ....'..l'q'� - :•aa„, . ! . , ;1 -�,z uJ„` � - —-- GENMALOT.DOC 1 : '' r J CIT`_ . OF RENTON Planning/Building/Public Works Department Jesse Tanner,Mayor Gregg Zimmerman P.E.,Administrator • August 19, 1997 • - • Mr. David Weaver Dalaver Construction PO Box 53431 - - • BelleJue, WA 98015 SUBJECT: Dalaver Short Plat#1 Project No.LUA-97-118,SHPL • ' Dear Mr. Weaver: 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. : . ,".` ,': : :` You will be notified if any additional information is required to continue processing your application.. Please contact me, at 277-5586, if you have any questions. . ' Sincerely, Mark R. , AICP. , Project nager cc: C. A. Williams/Property Owner., • ACCPTLTR.DOC 200 Mill�� Avenue South Renton,Washington 98055 I\ - Thic nanar rnntainc.rill%rarvrlari malarial PM.nnct rnncumar I si ITY O.FREN<,.O `><>>>`[ ><` »:»<ii':<> > ii•g ii< <<<'<> iiii ii :«<< < :>>:::>::<:>:<:::::>::::>. ::::: ::::::::::.::.;:.;:.;;:.;;;;::.;:.;:.:.;:.>::.;:.;>:;.::;.;:.;>:<:.::.;;;:.;:;:.;:.:.::;'.;;:.;'-;g:.;;:.;;:'. . . 'O.p:MEIVT:S:E.RV:ICI;S..D.I...I.SiON............. >''PROJ.ECT>'INF�.RMATION` >> < > < <``'>>>. R • • J C O :.No.te;`:'_If:th'ere:::is:::moreithan o:ne legal;owner,;:please;;attachh;;ar;;additional. nota a.....Master Application:::for each owner PROJECT OR DEVELOPMENT NAME: NAME: At-1\V Iv I. C. - l +� �s • PROPERTY/PROJECT ADDRESS(S)/LOCATION: ADDRESS: ' P03oX �zga. I 42-17 1O 1111 '.7- CITY: ZIP: KING COUNTY ASSESSOR'S ACCOUNT NUMBER(S): - 16c;C.(_- v(�5 ?-o is 10 9 v 1-oO-- c 9 TELEPHONE NUMBER: EXISTING LAND USE(S): • 4/z5 .........(`�..43...... Z::,: ''::::::: M f, /D 000 :::: ::::::>:APp:.... N:T:: If:othe.r:ft ;an°:pw.:.:e.:.l.::::::.:.::.::::::. 1 PROPOSED LAND USES: • NAME: ' ‘--D Li it W G.: V IZ D/SA 2 fi s6 .fi -,,7 a o0 0 S 5T, CO PANY applicable): EXISTING COMPREHENSIVE PLAN MAP DESIGNATION: •1 LA 1/e( C ® � S F ADDRESS: PROPOSED COMPREHENSIVE PLAN MAP DESIGNATION (if applicable):. Pc@crc �3� � CITY: ZIP: EXISTING ZONING: . , , . , TELEPHONE NUMBER: • //Z3 / !/2 [JZ/a. PROPOSED ZONING (if applicable): • ::.':S:i::i:' :p:::ii}i::i::.:::.iv:::::::.i::.iii .iii'.iiii}i'.i':.i':.iiiiii'. V :vi'•iiii: :....,.S : ....: .0 .NTACT>'PE . SON: `<><< ><< > < <<>«<'<<<Q F�. -'... ..`„ _� 5 E 5::..... SITE AREA (SQ. FT. OR ACREAGE): .tJR1,JIE .,2 4t ,, Q . 6-oppANY_,(ifrappiica(;l'e) `- PROJECT VALUE: , • :.:- 2:.'' '• i `7 -_ ( ADDRESS: IS THE SITE LOCATED IN THE AQUIFER PROTECTION AREA? R€CElVFn r5 --2_ceoT2 CITY: Z_IP: � IS THE SITE LOCATED IN ANY OTHER TYPE OF ENVIRONMENTALLY tt�.•`�7 q r9 �`�C SENSITIVE AREA? TELEPHONE NUMBER D't� t:.•. ..,c;• •, ;,,, , A )0 �� _._. CITY OF REI'; •.:?t, v iii : :: ::::::>°::°:;::: :<:::<°:<:>:L AL<:.D :: :: tRT:Y::: Att .cti:>se ar h `et �f' ec:essar................................;;::...:.. :::.:.:.::.:::::::: :: EG............:E.S.CRIF ).N..OE.PROP......::..........(........:..:.:............. ....: :s.:.e.........................::::::::.::::YI:::::::::.::.:::::::.::......;:::: , ' The east 100 feet of the northeast quarter of the northwest quarter . of the southwest quarter of the northwest quarter of Section 10, • Township 23 North;--Range-5 East, -W.M. , in King County, Washington; ` EXCEPT the north 135 feet and the south 93.37 feet thereof; TOGETHER WITH an easement for ingress and egress over the west 30 ; feet of the east 130 feet of the northeast quarter of the northwest ; quarter of the southwest-quarter of the northwest quarter of Section 10,: Township 23 North, Range 5 East, W.M. , in King County, -\ Washingtonf. EXCEPT the ,north 30 feet thereof conveyed to King County under , Recording Number 4799399. ____— ____—_— - — -- -- ----- - • &<FE E;:. .> '�: ; I `<<>> > <2` >€> > » ` '<''< < ' is <.;:.;:.>;::;.:.:.:;;;.::.;.:. ::.::.;:.;:.;:.::.;:.:.:�;:;:.:.;.:. :.;�.;>:.;.;:.:.!.:.;.;.;:.;;:.;::.;:.;;>.;:.;.T:YP.E:< FiAPPLI:CATIO.N... .. S ...... .. . ... :<:::•:l..!: »<::>::::>::<:<:»::::»::»:: II . II.. . 1 r.': ......:es i tiat>a 1. : =0.1:ty.s aff:..w I..det m ne.fe.es . ... ::..:.: :: :...::.::::::.:::.::.:. .Che.ck..a a cat..o......t.. .... .t.... ...... ....� .................. ... .. .... _ANNEXATION . $ SUBDIVISION: — COMP. PLAN AMENDMENT $ ' — REZONE , $ _ LOT LINE ADJUSTMENT $ — SPECIAL PERMIT $ X SHORT PLAT $/®9O OO • . —TEMPORARY PERMIT $ _TENTATIVE PLAT $ — CONDITIONAL USE PERMIT $ _ PRELIMINARY PLAT $ — SITE PLAN APPROVAL $ _ FINAL PLAT $ _ GRADE & FILL PERMIT $ (NO. CU. YDS: ) PLANNED UNIT DEVELOPMENT: $ Q • VARIANCE • $_ I (FROM SECTION: ) _ PRELIMINARY _ WAIVER $ _ FINAL _ WETLAND PERMIT $ ' — ROUTINE VEGETATION MOBILE HOME PARKS: $ •MANAGEMENT PERMIT $ _ BINDING SITE PLAN $ SHORELINE(REVIEWS: _ SUBSTANTIAL DEVELOPMENT $ , I. _ CONDITIONAL USE $ • VARIANCE $ ' EXEMPTION $No Charge ENVIRONMENTAL REVIEW $ _ — REVISION $ I, p I I Ii /�pQ I, (Print Name)OAr0 I 1(li Ga.wts ,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 end answers herein contained and the information herewith submitted are in all respects true and correct to the best of my knowledge and belief. , , ' ,GL441 ATTEST: Subscribed and s orn to before me a N.,ota'ry Public,-Public,-in-and C___Aro I VV r I I I S for the State of ) ` ;siding at t . II (Na a of Owner/Representative) :07i// ✓u a on the dv of { (Signature of Owner/Representative) �. tt4%'c1_ (Signat4ure of Notary Public) -`\` . .......................C.h.s ...b.�..c.o.mp .::Y.C..:Y...............................................................:..:.:::.�::::::..:.:.<...:::::.:::::.::: :::.: ::::::.r. •:,;: is ::::::'•Y:�:::59:::.i: ::. ..:.: :.;•�::..;, �:: ;:..:..::::i;:>...: > : / "0 :"�:: :::::7:':.::.>�:.:>:.;: � �:.:: � .. ..........,. ,....>: ..:..... .....rr,'•> ....:.:;:;;:skri:i::`Gi:..::::•:•>:....y :.>:.>:.: :;:>:•: :.:o:. >;: •>:.>::.t.'•i ;xi;i'.. :'ii:; ::::i:::::::.::i::fi: <:: :.; ;..CIt.::.F.,lie.:.N.umber. :�� .::.:::::.::.::. :::::::::.E.CC=:....SA;>;;::.R:.;:..'; . .�U.::�:LLA.::..::F.:.:•FP.::::7..::.::.5....:::::...::..:.........................:..::::::.:: :;:;::;:::;:.;:<.;:.::..>::.::.>:.;>:>:;;<::;::.: . ::: <:.:.. ..:. , :: :: •:::::.:::.;:.;:.:;;.>:.;;:.;:.:;;:.:;.;::.;:.;:.:;;;::..:.;:. L:.:P...STAGE:.;RRO. .I .E .. .. ... .. .TQ.T,AL:..F.E.ES,..5; ..�� TQTA.....::.0...:.:.:::.:......::.:...........:..............::.... ti ;.;;:.;::..:.>:.;::.;:: . . :::::. .:: MASTERAP.DOCi REVISED 9/96 SS ��I, r . To:Current Planning Division Attachment#9 July 1st 1997 200 Mill Avenue South Renton,WA 98055 Re:Dalaver Short Plat#1 4217 NE 10th Street Renton,WA 98059 Enclosed you will find a memo dated 2/17/97 listing all the comments of appropriate agencies in regards to above named short plat. Copy of memo is for reference purposes only. The short plat submitted requests are addressed as follows: 1. Affidavit of Installation of Public Information Sign(s): notarized affidavit is enclosed, please note sign will be installed 7/3/97. As per my conversation with Mark Pywell, Head planner,to allow enough time for The City of Renton to process the application and respond to citizen's inquirers. 2. Master Application: 11 copies provided. 3. Environmental Checklist: Not applicable. The above named property is not an environmentally sensitive area. • 4. Title Report: enclosed are 3 copies of current Plat Certificate obtained from Pacific Northwest Title Company. 5. Mailing Labels: enclosed is one set of self-adhesive mailing labels and the map showing properties and owners in the 300 foot radius. Also enclosed the separate "List of Surrounding Property Owners", and notarized Application Certificate. 6. List of Surrounding Property Owners: 2 copies of a signed and notarized Development Services Division "List of Surrounding Property Owners". 7. Legal Documents: a. No restrictive covenants proposed. b. In regards to Draft Deeds of land to be dedicated to the city, I don't believe the 10 foot sanitary easements will be required in The City of Renton memo from Ms Henninger(sewer&water) will be necessary and the reason why is because sewer is already in the street. REnF!'!Cn c. Proposed easements-none proposed. AUe DEVELur. .:.. CITY OF REh 8. Fees: Fees, as per application. 9. Project Narrative: enclosed. Project Narrative-see attached#9. a. Zoning designation-R-8. Surrounding and adjacent properties are comparable. b. Special site features-this is a flat, level lot. No wetlands water or steep slopes. c. Current use-single family. Uninhabitable building to be destroyed and removed with proper permits. d. Approximated distances-water and sewer are both on the property. Proposed lots-2 lots each 50 feet by 100 feet. Private easement roads do not require installation of sidewalks. 2 fire hydrants are located within 300 feet of proposed short plat. As per supplied City of Renton drawing, map#9. 10;. Neighborhood Detail Map: 11 copies,scale of 1 inch=200 feet, supplied by Kroll Map Company. See map #10. 11. Short Plat/Subdivision Plan: 11 copies drawn at 1 inch=20 feet. See map #11a. Map# llb supplied by D. R. Strong is for Short Plat Plan showing proposed# I of lots, square footage of each, and location of lot in regards to surrounding neighbors. 12. Topography Map: enclosed 11 copies of topography map# 11b. 13. Generalized Utilities Plan: enclosed, supplied by D. R. Strong, map #11b. 141. Drainage Report: enclosed 11 copies supplied by D.R. Strong. 15. Drainage Plan: enclosed 11 copies supplied by D. R. Strong. 16'. Grading Plan: no plan enclosed. Lot is level and less than 6" grade difference sloping away from proposed homes. 17. Street Profiles: enclosed labeled map#9, 11 copies.(City of Renton map) 18_. Tree Cutting/Land Clearing: as per D. R. Strong maps# 11b, 1 madrona tree will be removed. 19. Wetlands Delineation Map and Wetlands Classification Study: wetlands study not applicable. 20. Photo Mylar Transfer: provided at time of application. 21. Variance Application: not applicable. RECEivrR, AUG 19 1997 CITY OF RENTON AI lot of time and effort has gone into the application of this short plat, should there be an omission of documents, or the information is unclear, please feel free to contact my office at 643-4212 David Weaver Dalaver Construction License#DACAVC*151B9 Expiration date 10/26/97 • RECEIVED ACC 1 9 1997 OEVE��rti��: PLANNING CITY OF RENTON • - -3iY r` C . 1 ." YOFRE FEBNToN 18 1997 MEMORANDUM �•---, �� uaviSION II DATE: � b r -�,/ f �1 19�}.9- d TO: Construction Services, Fire Prevention, Plan Review, Project Planner FROM: Jim Hanson, Development Services Division Director n SUBJECT: New Preliminary Application: , 6V�,' S'7�c9� �`-� 1'ki- LO CATI O N: tic f J E (O Sd rce"t A mgeting with the applicant has been scheduled for /0:00 , Thursday, 'l"karcl% (0 1161 in the 3rd floor conference room. If this meeting is scheduled at 10:00 AM, the MEETING MUST BE CONCLUDED PRIOR TO 11:00 AM to allow time to prepare for the 11 :00 meeting. Please review the attached project plans prior to the scheduled meeting with the;applicant. You will not need to do a thorough "permit level" review at this time. Note only major issues that must be resolved prior to formal land use and/or building permit application submittal. If you are unable to attend the meeting, please send a representative. Please submit your written comments to Hcvl Py we(( at least two (2) days before the meeting. Thank you. (V\15 UMW min-MIL-Mb 020fthb DOID L"CIOlJ Pkolt.(Y/5' to (AP P62 M (r PS A P CO. .04 Na D fib Ll5 k WO. U i( u ri S 1- U • PR(O - 2 -1O-q7 DEVELOPMENT PLANNING CITY OF PM,ITON1 AUG 1 9 1997 RECEIVED Dr_ 00:—AY CITY OF RENTON FIRE PREVENTION BUREAU MEMORANDUM DATE: February 19, 1997 TO: Mark Pywell, Planner FROM: Jim Gray, Assistant Fire Marshal n! . SUBJECT: Dalaver Short Plat, 4217 NE 10th St. 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 structure square footage exceeds 3600 square feet in area , then the fire flow increases to a minimum of 1500 GPM and two hydrants are required within 300 feet of the structure. 2. A fire mitigation fee of$488.00 is required for each new single family structure. 3.'Minimum Fire Department access roads require a minimum 20 feet paved roadways. Please feel free to contact me if you have any questions. • DEVELOPMENT PLANN'NO CITY OF RFNITnh' AUG 1 9 1997 t C.E ; : • CITY OF RENTON MEMORANDUM DEVELOPMENT PLANNING CITY OF RENTON AU3 9 1997 DATE: February 26, 1997 RECEIVED TO: Mark Pywell FROM: Arneta Henninger X6198 SUBJECT: DALAVER CONSTRUCTION SHORT PLAT PREAPPLICATION 4217 NE 10TH STREET. I have reviewed the preliminary application for this two lot short plat located in the NW 1/4 10-23-5 and have the following comments: SEWER: • This project is located in the Aquifer Protection Zone 2 • There is an existing 8" sanitary sewer main in the easement in Lot 7 of Arlindale. • The applicant is responsible for providing the. necessary 10' private sanitary easements to serve the future short plat. • Sanitary System Development Charges of $585 per new lot are required. WATER: • The site is located in the Aquifer Protection Zone 2. • The site is located in the 565 Pressure Zone. • There is an existing 10" watermain in NE 10th St. • All fire hydrants must be capable of delivering a minimum of 1,000 GPM. • Fire hydrants are to be located within 300 feet of each house. Additional fire hydrants may be required. • Water System Development Charges of $850 per each new lot will be required for this project. DALAVERI CONSTRUCTION SHORT PLAT PREAPPLICATION 4217 NE' 10TH ST. . February 27, 1997 Page 2 of 2 DRAINAGE: • • A drainage narrative is required to be submitted with the formal application. • • There is a storm drainage facilities in NE 10th St. • The Surface Water System Development Charges fees of $385 applies to the proposed project. STREET IMPROVEMENTS: • Private streets are allowed for access to six (6) or less lots. Such private streets shall consist of a minimum of a twenty six foot (26') easement with a twenty foot (20') pavement width. No sidewalks are required for private streets. • • Street lighting is not required. • The Traffic Mitigation Fee of $750 per new lot applies. J GENERAL: • Permit application must include an itemized .cost estimate for these improvements. The fee for review, and inspection of these improvement is 5% of the first $100,000 of the estimated construction costs; 4% of anything over $100,000 but less than $200,000, and 3% of anything over $200,000. Half of the fee must be paid upon application for building and construction permits, and the remainder when the permits are issued. There may be additional fees for water service related expenses. See Drafting Standards. CC: Neil Watts DALAPA CITY OF RENTON Planning / Building / Public Works MEMORANDUM DATE: March 6, 1997 TO: Pre-Application File FROM: ! Mark R. Pywell, AICP SUBJECT: Delayer Construction Short Plat Pre-App 97-20 We have completed a preliminary review of the pre-application for the proposed development. The following comments on development and permitting issues are based on the pre-application submittals made to the City of Renton by the applicant. The applicant is cautioned that information contained in this summary may be subject to modification and/or concurrence by official decision makers (e.g., Hearing Examiner, Zoning Administrator, Board of Adjustment, Board of Public Works, and City Council). Review comments may also need to be revised based on site planning and other design changes required by City staff or made by the applicant. The applicant is encouraged to review all applicable sections of the Renton Municipal Code. 1. Thee project site is designated as the Residential - 8 du/acre (R-8) on the City of Renton Zoning Map. This zone allows for the creation of lots for single family development: 2. The' short plat would create two lots 50' X 100'. The 5,000i sf lots are consistent with the R-8 development standards. The lot dimensions are consistent with the development standards for the R-81zone. 3. The'applicant will need to submit an administrative short plat. 4. Thee;lots and the future homes will need to comply with the development standards of the R-8 zone. 5 _ R c. rn z.z. 53C. `+b j7v L. . LPA C DEVELOPMENT PLANNING CITI nr nGnrrnv AUG 19 1997 " .ENEU 97-2 MEMORANDUM DATE: LreActy /q, TO: ; Long Range Planning FROM: Jim Hanson, Development Services Division Director SUBJECT: New Preliminary Application: 7)GdctVes CemS646ficv Pla�- i LOCATION: NE 104In S+ Please review the attached preliminary project plans for consistency with applicable Comprehensive Plan Policies. �1 Please submit your written comments to ) �or{L udek.k no later than kw-tin 4, I • - . Thank you. ./ We will not be able to include comments received after this date in the presentation/summary we prepare for the applicant. N 0I PoL1 GY 15)u i . DEVELOPMENT PLANNJM (;ITV(r r'rsr•-n•: AUG 1 f 1997 RECEIVED r L361, 6 L Irl RENTON FIRE DEP-. FIRE PREVENTION BUREA! ;v li_t.l y r•. J V A.d u JNINNV-ld 1N3Wd0l3A80 FEB 1 81997 MEMORANDUM RECEIVED • DATE: � rwar-td, 19 9.3- TO: Construction Services, Fire Prevention, Plan Review, Project Planner FROM: Jim Hanson, Development Services Division Director'` n • SUBJECT: New Preliminary Application: i110N (r iMS' c l04 g -1- LOCATION: ga- f (0 4A S A meeting with the applicant has been scheduled for /0_00 , Thursday, ("lam (o, Ill r in the 3rd floor conference room. If this meeting is scheduled at 10:00 AM, the MEETING MUST BE CONCLUDED PRIOR TO 11:00 AM to allow time to prepare for the 11 :00 meeting. Please review the attached project plans prior to the scheduled meeting with the applicant. You will not need to do a thorough "permit level" review at this time. Note only major issues that must be resolved prior to formal land use and/or building permit application submittal. If you are unable to attend the meeting, please send a representative. Please submit your written comments to Hark Pj we(( at least two (2) days before the meeting. Thank you. �v1Q • C19„r.ne s A la) it l9/97 • :::>::>::»>::>::>::>::::;::<::>::::>:::«:::::>::>:<:>::>::<::>::::::::::::>:<:::::::::>::::>::::>::::»D ypipgmEIwS.ERVI.CES..QI...I .. .. ............... I��WSI N(_ ;: ' ` ' ` STATE OF WASHINGTON ) COUNTY OF KING ) • . Pt-J 1 kvE-7.6 tie(2— , being first . duly sworn on oath, deposes and says: 1. On the 7-1-SI day of J c1 I c� • , 19 eZ 7, I installed public / information sign(s) of the property located at 1/21 -7 iv l0 S-7� iZeAllLa, ,/ for following project: bALAJa(L' 1 Project name . • Owner Name 2. This/these public informaf•• -'• was we - cy•structed and installed in locations in conformance with th= requirements of 'ent• unicipal Sections 9-12-8 G and 9-12-9-I 2a. • •.1.44 . Affiant • 51- .• SUBSCRIBED AND SWORN to before me this l day of Ju✓114 , 19 R . NOTARY PUBIC in and for the State of Washington, . . _ = residing at Ai?y it.e1 My commission expires on A '/S- 9 DEVELOPMENT PLANNING ;J • • I CITY np P MTnk! PUBSIONS.DOC ti y` REV. AUG 1 9 1997 . . 1111111111k . • , ( 4 , . . . 1 . ., . . 1411411,V. lire°C''' • . , . . , . _. 0 . . .. . , . . IIIIIIIII'1 . . : . 4 ,.i ,. . .40 , • . . . , . " .. mos , . . 0 , . . . . ••• ..,,,„ .„0. .. ...z .,..,; •...... , .. ._ „ . . I I ' I . II . : - . . . I - _ 1 . • <........ .E..F aP.fYli=wT;sFR1Ilc.ES.. IVI .. • . . ..... .......... NOTICE FOR ALL NEW PLATS AND SHORT FLATS 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: L . � �� t 5 Owner's Name: `C A \a"ilt 0 Ak..0' 4 Phone#: 6442 41 2: w . Project#: A LA' E L erz '�°° �, "la"' Post Office Approval: Date: /4T '5 1'7 al ca ti3 US4 • • • • DEVELOPMENT PLANNING CITY OF RFNITfM • AUG 1 9 1997 'E E'WW, • :, •-• i.lic' itt :: ,i.: '.• •,, . ,. , • . 1 , • , • :I. • • • -;''.—,, V-_-)c;":',. ,-f — 1 • .:.` ' , , it : ' • �il�'.�;p~'7 1 z.Cr ,'02 • �G• L, _; .. „i /gip, c, .X,� o ,:;17,)VIII , -, ,,'",�,,,,,,, ...,,,,,,,, ', . •- . �ic`U , -it-i�g1 , I H cj QC; G)h .b$�3,, \;= 0 • hid, ,- .. , : . . : :::,.-•:,,,,,:". : - : : • :„...., .• , ,, . , • , , . • : ,r : - . : ,. : , . -x . . . . , . : ., 4,• .: , ,. • : ,, . . ,,,,.,..,, • , - , . . . ,.: 1 : .,.• : -1. , - ,. ., . . , . , .: „ 0 - ,;- , , '. . . ,, ---s- '.:;,...',',,,.`.. .°. ........ '. . :L;..._ ....,...L. ' ..',.....: L.: ..,_ i_... „, _ _;;;.. l_i_r. __. :• ',..,__— • . . . 1 , , ,„__.: ' . __ '. „_,L. .1 , _ . , s_t ,_ .,:.; ..i. :, . i. :, .. • ,, , -I.:, •,„., . , . , . : - i :.:.: -1 • A. . .. '::: 1 �y a�9 Q i --r;-,,,, " : . • ,7-;. ' . ' ' •\''‘..) ,... i ; .1.• ; , , , . .• . Tr__ If l '----.7-g-4:,- "\ 1;:,4 :::)..,: '• '• ;" 1"1"1.lia-47'4, 11.- .\-- ' "\VI ICI\ TI\ : . .--.6\s1 . . .. : , . , . 1 . :: , , ; ' : 6 r ). .Pi• `S' `,, �P) ,1 : ,: . , , . c--.41\I'-E\L'it.'.• \ ,41\f',, it! , :•;,.:„_,H),,,„,;.,3).3! :-.: -,,i. 1 . ,,.. , , ,.: fc.i.,„,,, : ,::;:: . , ,..., : • • , • .:: . , .::::),.,„ ,, : v.-,„ : , , : :. , ", ... :. • . , j,... : , , 1 F,,.),. .4 - • 1,,,....,?,,,,::. .....,1 : ,•...::-:, , I P : . ';1/4..1 ..c.• '4/ • ----:, 1 ,; - • ,• ', ;: 1 i ; • 1 . - OQQ) ' . ;-4:`)•7�/.' • : ® • -; r, �. 3 1 :,, . ' II /1 ‘6.-A.---4 , ). , .$'.. . , 1 . ,„ 1 , 4 , . , : s': g 3 kgy , ,.. ...-. ,''', '; ;' , ; , ; , i;A„ , . . . .,; ,, , , ; , , - , • ;: . , " ' 4 b i • , ;i y j. 1 I . • sg\l • ! ••.i..•A'.!I.,• , • • 1 4I•.--71-1.- 17 I! . c , ' ! • ! • ! ke, .- ) 7 . 1 ,,.1. .,,, .. , .. .. . , . , , ,i , , I . : " •-, ; ,v,... . ,2,.....,.,,1 : , . : , . , , , . . , 1 : . ;. , , , . .. , '-,,,, ei :--d 1 ' . , • , -g•••... ' :.1 V ' V\ 'I i Q ` c.,,, ?..... . ', , If lj 1f , ' I I I : ;is ' ' , .�i \1..� yr)I. • �. , DEVELOPMENT PLANNIk(r • .� KJ ,, -nt , z_ .V;-'r s' , - -_. CITY()P RENIT(i^' ,,• : '' POLICY OF TITLE INSURANCE ISSUED BY j� [ _ ,{�' 1� i [,i _-�_µ_... t•_s... Mr...,E�VP D PACIFIC NORTHWEST TITLE INSURANCE COMPANY, INC. ," - ' SUBJECT TO THE EXCLUSIONS FROM COVERAGE, THE EXCEPTIONS FROM COVERAGE . ' , .K" 5 , CONTAINED IN SCHEDULE B AND THE CONDITIONS AND STIPULATIONS, PACIFIC E ;� NORTHWEST TITLE INSURANCE COMPANY, INC., a Washington corporation, herein called the •F \ ,1 Company, insures, as of Date of Policy shown in Schedule A, against loss or damage, not -Atss .I'+Y spa .• exceeding the Amount of Insurance stated in Schedule A, sustained or incurred by the insured ✓ v,e`� .,fi; by reason of: ' �441"cik, `A ,r 1. Title to the estate or interest described in Schedule A being vested other than as stated `o```S ., ,``'t; therein; k ,4 'f `, *t, 2. Any defect in or lien or encumbrance on the title; 'r " '.4 _: 3. Unmarketability of the title; • ' ;* ',.} ,, . 4. Lack of a right of access to and from the land. - q,#`y The Company will also pay the costs, attorneys' fees and expenses incurred in defense of '"�' *.-' t� '`.' a.^ct the title, as insured, but only to the extent provided.in the Conditions and Stipulations. ` h' IN WITNESS WHEREOF, Pacific Northwest Title Insurance Company, Inc. has caused this i policy to be signed and sealed by its duly authorized officers as of the Date of Policy shown in { . • � ;, ; Schedule A. ) . 4.k.-i•. ,:t'it.r,,/,„'4i,?r . At ' ,, '' �' PACIFIC NORTHWEST TITLE President • s ' a"ram Insurance Company,Inc. Countersigned by: - , { a` �4-: toinnATf';o Authorized Signatory,- PAlp • CIFIC • k n _' "' a3 PACIFIC NORTHWEST TITLE f ':SEAL:= , _ t, ; ; :< Seattle,Washington -.4te ,t*„ Fi e:,<.},,,;yt 4.%, 1926 •.62 - .• .4„„, l.;.,4t*iw :g.222:6, Company .. sr. ';. x '' a 9 I _ w n e City,State T �r EXCLUSIONS FROM COVERAGE y• ,. 1 , ± 4 The following matters are expressly excluded from the coverage of this policy and the Company will not pay loss or damage,costs. k' attorneys'fees or expenses which arise by reason of: '`-+'- ii y r^ 1. (a) Any law, ordinance or governmental regulation (including but not limited to building and zoning laws, ordinances, or ' ,: '`,43 •,,; regulations) restricting, regulating, prohibiting or relating to (i) the occupancy, use, or enjoyment of the land; (ii) the character. dimensions or location of anyimprovement now or hereafter erected or.the land; is a separation in ownershipor a change in the „. tt • . . p (...) P 9 mat'I ,.I -t 5 a» dimensions or area of the land or any parcel of which the land is or was a part;or(iv)environmental protection,or the effect of ant.. sa, .Pr','' violation of these laws,ordinances or governmental regulations,except to the extent that a notice of the enforcement thereof or a s s r_, ra; s notice of a defect,lien or encumbrance resulting from a violation or alleged violation.affecting the!and has been recorded in the 14 k ;,, A"-„: >,�,7 4. public records at Date of Policy. * f h-q'1,ew , ti,`,1 (b) Any governmental police power not excluded by(a)above,except to the extent that a notice of the exercise.:^ereof or a O- „(x' '"-` r-r.:.... notice of a defect, lien or encumbrance resultingfrom a violation or alleged violation affectingthe land has been recorded in the ' '.` `$'* +""` public records at Date of Policy. ,t,z r�,_ : l w `z, ,, .w••I 2. Rights of eminent domain unless notice of the exercise thereof has been recorded in the public records at Date of Policy,but J-?is ,, not excluding from coverage any taking which has occurred prior to Date of Policy which would be binding on the rights of a It.fCiltt_ . +n�) vim„� ',' 4z• purchaser for value without knowledge. 1 " 3. Defects,liens,encumbrances, adverse claims or other matters: §•'^ tk ;`` ( % (a) created. suffered,assumed or agreed to by the insured claimant; fi, '?,1e '*,. .T5.ig'sx „Loa,'" ".t;;'4,* . ar .,�,y (b) not known to the Company, not recorded in the public records at Date of Policy, but known to the insured claimant anc .y 5Fittt,,tti ..tit;t: not disclosed in writing to the Company by the insured claimant prior to the date the insured claimant became an rs.;"ae under ;.,, iljr':;.:,- --", x2>i......V tL� i=,. ,,-t.:r t this policy: .;,z,3`"=' w"� ,zm^; ?'f'<tz'{4:'; (c) resulting in no loss or damage to the insured claimant; n ,X'Y4-'•` i t,df,7, ry (d) attaching or created subsequent to Date of Policy:or" '••:: el resultingin loss or damage which would not have been sustained if the insured claimant hadstate o' + >r ta,, Ji•,` "'�'`¢Y,�i:.; '`i�<' interest insured by this policy. paid value for toe'._ '.M19 �3 � ��:„ 4 aF � Y : :.z 0-1093- 12997 s:Ty', ram, K 1,10.76.9.r &�, :" *� � J • ALTA OWNER'S POLICY—10-17-92 , `y z• Standard Coverage PACIFIC NORTHWEST TITLE INSURANCE COMPANY, INC. A.L.T.A. OWNER' S POLICY SCHEDULE A Order No. : 306923 Policy No. : 1093-12997 Policy Date : February 4 , 1997 Policy Amount : $62 , 500 . 00 at 2 : 36 p.m. 1 . Name of Insured: CAROL WILLIAMS, as her separate estate 2 . The estate or interest in the land described herein and which is covered by this Policy is : FEE SIMPLE 3 . The estate or interest referred to herein is at date of Policy vested in: CAROL WILLIAMS, as her separate estate 4 . The land referred to in this Policy is described as follows : The east 100 feet of the northeast quarter of the northwest quarter of the southwest quarter of the northwest quarter of Section 10 , Township 23 North, Range 5 East, W.M. , in King County, Washington; EXCEPT the north 135 feet and the south 93 . 37 feet thereof; TOGETHER WITH an easement for ingress and egress over the west 30 feet of the east 130 feet of the northeast quarter of the northwest quarter of the southwest quarter of the northwest quarter of Section 10 , Township 23 North, Range 5 East , W.M. , in King County, Washington; EXCEPT the north 30 feet thereof conveyed to King County under Recording Number 4799399 . Standard Coverage PACIFIC NORTHWEST TITLE INSURANCE COMPANY, INC. A.L.T.A. OWNER'S POLICY SCHEDULE B Policy No. : 1093-12997 This policy does not insure against loss or damage by reason of the following: GENERAL EXCEPTIONS : 1 . Rights or claims of parties in possession not shown by the public records . 2 . Easements, or claims of easements, not shown by the public record. 3 . Encroachments, overlaps, boundary line disputes, or other matters which would be disclosed by an accurate survey or inspection of the premises . 4 . Any lien, or right to a lien, for services, labor or material heretofore or hereafter furnished, imposed by law and not shown by the public records, or liens under the Workmen' s Compensation Act not shown by the public records . 5 . Any title or rights asserted by anyone including but not limited to persons corporations, governments or other entities, to tide lands, or lands comprising the shores or bottoms of navigable rivers, lakes, bays, ocean or sound, or lands beyond the line of the harbor lines as established or changed by the United States Government . 6 . (a) Unpatented mining claims; (b) reservations or exceptions in patents or in Acts authorizing the issuance thereof; (c) water rights, claims or title to water. 7 . Taxes or special assessments which are' not shown as existing liens by .the public records . 8 . Any service, installation, connection, maintenance, capacity, or construction charges for sewer, water, electricity or garbage removal . 9 . Indian tribal codes or regulations, Indian treaty or aboriginal rights, including, but not limited to, easements or equitable servitudes . SPECIAL EXCEPTIONS : As on Schedule B, attached. (continued) Policy No. : 1093-12997 A.L.T.A. OWNER'S POLICY SCHEDULE B Page 2 SPECIAL EXCEPTIONS : 1 . CITY OF RENTON ORDINANCE NO. 4025 AND THE TERMS AND CONDITIONS THEREOF: DATED: November 17, 1986 RECORDED: December 3 , 1986 RECORDING NUMBER: 8612031455 REGARDING: Connection charge to sanitary sewer system 2 . CITY OF RENTON, WASHINGTON ORDINANCE NO. 4612 AND THE TERMS AND CONDITIONS THEREOF: DATED: June 10, 1996 RECORDED: June 21, 1996 RECORDING NUMBER: 96062/0966 REGARDING: Assessment for sanitary sewer service special district 3 . GENERAL AND SPECIAL TAXES AND CHARGES, PAYABLE ON FEBRUARY 15TH: YEAR: 1997 AMOUNT: NOT YET AVAILABLE TAX ACCOUNT NUMBER: 102305-9200-05 LEVY CODE: 2104 CURRENT ASSESSED VALUE : Land: $52 , 000 . 00 Improvements : $ 1, 000 . 00 NOTE : General taxes for 1996 in the sum of $752 . 29 have been paid. NOTE : Special taxes for 1996 in the sum of $8 . 14 have been paid. 4 . DEED OF TRUST TO SECURE AN INDEBTEDNESS : GRANTOR: David Weaver and Carol Williams, husband and wife TRUSTEE : Pacific Northwest Title Co . BENEFICIARY: Keith Alan Ray, a single person as his separate esate (continued) Policy No. : 1093-12997 SCHEDULE B Page 3 AMOUNT: $42, 500 . 00 DATED: January 31, 1997 RECORDED: February 4, 1997 RECORDING NUMBER: 9702041009 END OF SCHEDULE B KC/sih/08030 . 1 /� l� ,�� p - 1 PG ii" /V4 'in-, /O - 2 3_s • • M ;yc*? a 3o Z��o 10�5°i o' o OZ oy�0 . . 0-0 DEW C*-1 oq.ii4 'i ,A 'J� , 17 1S �$ �� o� 0�1'� o oSlo �'ei�0. • ?t �5 � ` d • 1. � ,°,1 / S C •• -• C C et 7r.97 1 6G 33 32 �9 is 111 a o •i. ems'_ag_2?. sc 4_1a, •'+ •a ,� J 3 AS - I S 113714.31.w S ti y 4 5 . 30 30 _ is 70 70 .. :.(}�� ;�' u ~,' 1 2 �' 7 8 9 10 p @I' ,O • T—'° g 7 o e: ry" osadd 0.5 U. �'0 3 035� ` o}�o o� o �$ v ° MA Q N I .11 O JP; z6 A "` cf• cl� O t� ho sI 10 ' 9 8 7 > 65 oS o% c 1 16 .: I, s° c. 4 18 17 70 CJ •+ ee..Anz+✓ Oed. 4383 ^' s '�I NE ��7•H $� (JE//ITN sr-) .PO,vTiiv oR P4L3 3 .. I�]Jrl.vre.voea,�' � �, S 3i e3 3.} G E^>b v o o j o t i. .4 , JrY.o- «. 223.03 7r.o4 IoO.o I 7- Z.37 III 92./o i0 d - 24. °1 Q 1 0 4 p i Z of V1 b t4 N n . Ve v y° .s Y % v4 2 (252 q b i nl I �c 00 t Q V ry Y 0� ei ,zs V :($9 ' I,' o .I,�, ��7I tj •o0 N� el ,Q,J�. 1 S :• y4 yQ v tee `� !a 7A ' , �� 8/ /P<NT•N �a- SIC oo A �! . C/ �") 7 r'-1?-31 w * - �.. ...� a�.�s. •. 5� , o 0/4 �r�{, o /� •�(� �o 7I.aa o la a SST 3 2 i' `p e o a o �. 41 2 c t M S60‘ --�fb ti :�s.Ce 4-05 mo w {Ws. �o '� �A n �� o® a IF'�° �'' ..1.'o1 _ �,�s so :e♦ Acan 144a 2 d�' flea '�Z` kti 9 ' 1 10.65 I 10 7S 7f °z - 4.'•i S1= 117TH ST �� R w Av O. 2Ne\ O 00\t. 6 b 7. iz8.3a a =°L iiw aaee ° TR AH oAmi 0050 1� ` 00I _VI I .__11 7 dI -3. �' B L47 ^. I O o.O .art G5 S•U BB,t. G.! sii �.S'27.L .S. I 83 �.. L7-//h/p PJc7 0 70 69 553- -,ae 11• •p 1=' bl.o� • act � ; I I7 18 19 I 0 no 0 h PAc IFIC NORTHWEST TI I.LE COMP`�� Ai NORTt tK____ Formerly Stelti•art Title Company Order No. 3 G .1 I�IPO[�T 6 9 z ,� � � : This is not a Plat of Survey. indicated hereon with reference to streets and otther land. No liability is assu is furnished as a med e locate the land • reliance hereon. Is assumed by reason of SOUTH 97 132.200 I , I DRAINAGE REPORT FOR PROPOSED DALAVER SHORT PLAT Prepared for Dalaver Construction Co. P. O. Box 53431 Bellevue WA 98015 0 9ND !.1\ GISTsIts�� F, SfONALE ; EXPIRES I 0 .?,gyp.41ks I PREPARED BY D. R. STRONG Consulting Engineers Inc. 10604 NE 38th PLACE,SUITE 101 •KIRKLAND WA 98033•14261 827.3063 June 23,. 1997 RECEIVE. A0191997 DEN r vANNING ';1TY'OF RENTON © 1997 D.R. STRONG Consulting Engineers, Inc. i J ` I 97 132.200 PROPOSED DALAVER SHORT PLAT DRAINAGE REPORT • TABLE OF CONTENTS I. PROJECT OVERVIEW 2 A. EXISTING SITE CONDITIONS 2 B. POST-DEVELOPED CONDITIONS 2 C. TIR WORKSHEETS 3 D. SITE LOCATION 4 II. PRELIMINARY CONDITIONS SUMMARY 6 III.! OFF-SITE ANALYSIS 8 IV DETENTION ANALYSIS AND DESIGN 10 V. ;CONVEYANCE SYSTEM ANALYSIS AND DESIGN 12 VI SPECIAL REPORT AND STUDIES 14 VII. BASIN AND COMMUNITY PLAN AREAS 16 VIII. OTHER PERMITS 18 IX' TEMPORARY EROSION AND SEDIMENTATION CONTROL 20 X. BOND QUANTITY WORKSHEET, DETENTION FACILITY SUMMARY SHEET 1 AND DECLARATION OF COVENANT 22 XI;MAINTENANCE AND OPERATION MANUAL 24 REFERENCES. • ISOPLUVIALS MAPS D.R.STRONG Consulting Engineers Dalaver Short Plat Drainage Report Page i 97 132.200 SECTION I • D.R.STRONG Consulting Engineers Dalaver Short Plat Drainage Report T:'J97\1\97132\DRG-RPT.DOC\ Page 1 97 132.200 DISCLAIMER: This report is prepared for the exclusive use of Dalaver Construction Company and its agents for the specific application to this project. No other use of this report is allowed without the expressed written approval of D.R. Strong Consulting Engineers, Inc. (DRS) I. PROJECT OVERVIEW The project is a proposed demolishion of an existing house and garage, the subdivision of the 0.23 acre parcel into two parcels, and the proposed construction of two new single family residences on the two new parcels with the required storm drainage improvements per the requirements of Renton Municipal Code, Section 4-22 ("Storm and Surface Water Drainage") and the King County Surface Water Design Manual (SWDM). The proposed project site (Site) is located at 4217 NE 10th Street in Renton S10, T23N , R5E, W.M.(see Figure 1, Vicinity Map, and Figure 2, the Assessor's Map in Section III). Existing conditions and a conceptual site plan of the proposed project are in Appendix "A" in Section III. A. EXISTING SITE CONDITIONS A review of the SCS soils mapping (see Figure 5, SCS Soils Map in Section III) for the area indicates Alderwood gravelly sandy loam, 6-15% slopes (AgC), for the Site and the adjacent parcels. This type of soil is classified as Hydrologic Soil Group C, with moderate high runoff potential. The soil description is also included with Figure 5. The pre-developed condition of the site consists of an existing house and garage. These structures do not have roof downspouts. Adjacent landscaped areas slope away from the structures and the existing driveway is unpaved. A Type I catchbasin is located at the eastern end of NE 9th Street collecting the runoff from the five homes'on the north side of NE 9th Street. There is a 12" RCP connecting this catchbasin with a catchbasin in NE 10th Street between manhole 14,C4-3 and 14,C4-2 (numbers refer to the City's As- Built quarter section plans, see Figure 3, Drainage System As-Built). The existing Site is not connected by a drainage pipe to any drainage system. A detailed description of the existing drainage system is found in Section III, Level One Downstream Analysis. B. POST-DEVELOPED CONDITIONS The post developed condition of the site will add approximately 1,450 sq. ft. of new impervious surface, or 725 sq. ft. each new parcel. All roof runoff will be collected and routed to the existing 12" RCP drainage line in the frontage easement. The runoff from the impervious driveways (400 s.f on each parcel) will discharge onto the surrounding landscaped areas. The landscaped area drainage pattern will most likely remain unchanged from the existing site conditions. D.R.STRONG Consulting Engineers Dalaver Short Plat Drainage Report T:V97\1\97132\DRG-RPT.DOC\ Page 2 97 132.200 C. TIR WORKSHEETS See attached worksheets. • • D.R.STRONG Consulting Engineers Dalavcr Short Plat Drainage Report 'l:\J97\I\97132\DRG-RPT.DOC\ Page 3 qi 13Z.2p0 Page 1 of 2 King County Building and Land Development Division TECHNICAL INFORMATION REPORT (TIR) WORKSHEET PART 1 PROJECT OWNER AND • , • PART 2. PROJECT LOCATION • • PROJECT ENGINEER. AND DESCRIPTIONS AA 1. '4 I4,RVEV S1 .i P L Project Owner vd Project Prams i. Address o ��c 53 31, , Location Phone sots,4 is-) Township Zed Project Engineer LIMO. tir ) • LE P, 'Range S E Section 10 Company ) ■: •11Project Size AC 0.Z3 Address Phone LT ' �'- Upstream Drainage Basin Size wn4E AC — PART 3TYPE OF PERMIT APPLICATION PART 4 OTHER PERMITS • . ' 0 Subdivision 0 DOF/G HPA = Shoreline Management Short Subdivision 0 COE 404 0 Rockery Grading = DOE Dam Safety = Structural Vaults = Commercial = FEMA Floodplain = Other = Other E COE Wetlands = HPA PART 5 SITE COMMUNITY AND DRAINAGE BASIN • , Community F C A) C a S,}k Drainage Basin PART 6 SITE CHARACTERISTICS . • 0 River 0 Floodplain 0 Stream = Wetlands = Critical Stream Reach fl Seeps/Springs = Depressions/Swales 0 High Groundwater Table. DI Lake = Groundwater Recharge 0 Steep Slopes = Other 0 Lakeside/Erosion Hazard • PART 7 SOILS . Soil T pe Slopes Erosion Pot ntiai rosive Velocitie Aidt�rw..I jviv.11., G —Iz�5 V. meate,r•Ae 5 r..1 et. MiaiW W lbj = Additional Sheets Attatched 1/90 Page 2 of 2 King County Building and Land Development Division TECHNICAL INFORMATION REPORT (TIR) WORKSHEET PARTS DEVELOPMENT LIMITATIONS REFERENCE LIMITATION/SITE CONSTRAINT • Ch.4-Downstream Analysis I � I 0 O Additional Sheets Attatched PART ESC REQUIREMENTS MINIMUM ESC REQUIREMENTS MINIMUM ESC REQUIREMENTS DURING CONSTRUCTION FOLLOWING CONSTRUCTION 0 Sedimentation Facilities ' Stabilize Exposed Surface Stabilized Construction Entrance Remove and Restore Temporary ESC Facilities Perimeter Runoff Control Clean and Remove All Silt and Debris Clearing and Grading Restrictions 0 Ensure Operation of Permanent Facilities Ei Cover Practices Rag Limits of NGPES Construction Sequence • Other Other .PART 10 SURFACE WATER SYSTEM 0 Grass Lined Channel 0 Tank Infiltration Method of Analysis Pipe System Vault El Depression Wyk El Open Channel Energy Dissapator Flow Dispersal Compensation/Mitigation Dry Pond Wetland 0 Waiver of Eliminated Site Storage 0 Wet Pond Stream 0 Regional Detention Brief Description of System Operation R004- MAO 4- e1Anec* 4. ow/weesFa` %%Op. . Facility Related Site Limitations 0 Additional Sheets Attatched Reference Facility Limitation PART 11 STRUCTURAL.ANALYSIS PART12 EASEMENTS/TRACTS (May require special structural review) • 0 Drainage Easement n Cast in Place Vault Other >AAccess Easement 0 Retaining Wall Native Growth Protection Easement Rockery>4'High 0 Tract fl Structural on Steep Slope [] Other PART 14 SIGNATUREOF PROFESSIONAL ENGINEER I or;a civil engineer under my supervision have visited the site.Actual W .• site conditions as observed were incorporated into this worksheet and theIA attatchments. To the best of my knowledge the information provided here is accurate. \ S D"' G 5 1K]n 97 132.200 D. SITE LOCATION • D.R.STRONG Consulting Engineers Dalaver Short Plat Drainage Report '1':'.197'197132`.DRG-RP'I'.DOC`. 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PRELIMINARY CONDITIONS SUMMARY The Owner has meet with various representatives from the City of Renton Planning Department in a Preapplication Meeting to isolate the requirements proceeding with the proposed short plat application. One of those requirements was the inclusion of a Drainage Report including a Level One analysis. D.R.STRONG Consulting Engineers Dalaver Short Plat Drainage Report T:\J97\1\97132\DRG-RPT.DOC\ Page 6 97 132.200 SECTION III D.R.STRONG Consulting Engineers Dalaver Short Plat Drainage Report T:'\..197\I'\97132\DRG-RPT.DOC\ Page 7 97 132.200 III. OFF-SITE ANALYSIS The following report is the Level 1 off-site downstream analysis. • D.R.STRONG Consulting Engineers Dalaver Short Plat Drainage Report T:\.197\1\97132\DRG-RPT.DOC\ Page 8 97 132.100 LEVEL ONE DOWNSTREAM ANALYSIS PROPOSED DALAVER SHORT PLAT Prepared for Dalaver Construction Co. P. O.Box 53431 Bellevue WA 98015 ��o waD . ,+ c 4 „n Gr J EXPIRES 10 4.- -Cie) PREPARED BY D. R. STRONG Consulting Engineers Inc. 10604 NE 38th PLACE,SUITE 101•KIRKLAND WA 98033•(425)827-3083 June 24, 1997 © 1997 D. R. STRONG Consulting Engineers, Inc. 97 132.100 LEVEL ONE DOWNSTREAM ANALYSIS for PROPOSED DALAVER SHORT PLAT TABLE OF CONTENTS I. NARRATIVE 1 II. UPSTREAM TRIBUTARY AREA 5 III. SITE DRAINAGE 5 VI. DOWN STREAM ANALYSIS 6 V. REVIEW OF EXISTING RECORDS 9 VI. CONCLUSION 9 LIST OF FIGURES FIGURE DESCRIPTION FIGURE DESCRIPTION 1 VICINITY MAP 6 STREAMS AND 100-YEAR FLOOD PLAINS 2 ASSESSOR'S MAP 7 WETLANDS 3 DRAINAGE SYSTEM 8 EROSION HAZARDS AS-BUILT 4 USGS MAP 9 LANDSLIDE HAZARDS 5 SCS SOIL MAP 10 SEISMIC HAZARDS APPENDICES APPENDIX"A" CONCEPTUAL SITE PLAN AND HYDRAULIC CALC. APPENDIX"B" DOWNSTREAM MAP & TABLE APPENDIX"C" DRAINAGE COMPLAINTS © 1997 D.R.STRONG Consulting Engineers,Inc. Delayer Short Plat Level 1 Downstream Analysis 97 132.100 LEVEL ONE DOWNSTREAM ANALYSIS for PROPOSED DALAVER SHORT PLAT at 4217 NE 10th ST., RENTON, WA DISCLAIMER: This report is prepared for the exclusive use of Dalaver Construction Company and its agents for the specific application to this project. No other use of this report is allowed without the expressed written approval of D.R. Strong Consulting Engineers, Inc. (DRS) I. Narrative This Level One Drainage Analysis has been prepared for inclusion in a Short Plat application. It has been prepared 'in accordance with Core Requirement #2, Off-Site Analysis (Section 1.2.2) of the 1994 King County Surface Water Design Manual (SWDM). The Project is a proposed demolition of an existing house and garage, the subdivision of the one parcel into two parcels, and the proposed construction of two new single family residences on the two new parcels. The proposed project site (Site) is located at 4217 NE 10th Street in Renton (see Figure 1, Vicinity Map, and Figure 2, the Assessor's Map). Existing conditions and a conceptual site plan of the proposed project are in Appendix "A". The Site and downstream field evaluation was conducted on June 6, 1997, under scatter clouds and dry weather conditions, following several days of light rain. The pre-developed condition of the Site consists primarily of an existing abandoned house with detached garage, unpaved driveway, and a paved easement providing access to NE 10th Street and NE 9th Street. The Site is relatively level with overgrown grass and several large trees. The existing structures do not have an apparent drainage system and runoff appears to drain offsite in all four directions. An existing stormwater conveyance system collects runoff from five homes along the north side of NE 9th Street and convey runoff inside a 12-inch concrete pipe along the west side of the access easement. This runoff discharges into a catch basin located between the City of Renton's drainage manholes (numbers refer to the City's As-Built quarter section plans) 14,C4-3 and 14,C4-2. (see Figure 3, Drainage System As-Built) The Site lies within a Zone 2 Aquifer Protection Area. © 1997 D.R.STRONG Consulting Engineers,Inc. Dalaver Short Plat 1 Level 1 Downstream Analysis • • 1— --- ---- -- ' I• - - -i--' 3S AV F- • er• , Li TN-• ,. _„..-__. % _cps I- — G �D�E 111901 .`i - N. a� _Z" • ji 12 y� o S AY 1N19/1 al ,� '� .1 o S Ei �,'t;. br i ,� "' 75 Ar.lo a • a°� ^°,I i, d :, i�.A '9 i G+•f �e s % W W u7ro1,� G '`� • ' a AV ONCE[ 1 +nmv' Iv �,, S�' ;'-' E i•• o k^ q• :i: l••�o. — •, - f vi'3$ �: :AY;..,. ,:I'A. G ONZ6l , `� , r: w..;i �`�+�'" a y,nl�a Q�ib•' i,, .i Q. :.1',i s 7r arrl G. N G .,b' . A • a as= ate: .. • /r-fr{ B 1_w—.W�.,z - '-r=-- r i y ^ter•c _M ..a:.e,: ��' .Y .__.._. •_- R.- i'., .., N1061 W ..P.,.. '¢ p}7 o \ e`: lq a v yr, b •II18Ei ` '' r:8 .. .. m • br r ! 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PL , ° < _?1.B:Yl /tro7- •``r "� Wit_a -2` -41 E 306_28 f - o see' i9.31eo .� ---- o ^^��Q. (��egnv;rlA m s ,isTH. ST.NJ �•f" �7n 9797 Ca aJ �, F (*b Ls 70 70 �� ,. i tiS a .. 5 6 I: so I• I Soy �,, I 2 5 6 7 8 9 - . vo W I , 0 o �a gz to 65 d` c}k1) `t n o_ /"' oy'S 3 oyh o,'°° 0 " 03q 0 o3°( )0 70 Z L.}. O n M z o �o ,p ,�o A.ao , d,-) ° c",zP 8 % a 4,5° a 04'Au ; o , d` Oro o 9 8 7 > 4 3 „ I8 I 16 I5 I4 70 70 tee t e -pj \1• I s 2.,3 to V 70 ‘,. .. •. .• • I O T I-1 . ST. • `� • 5) ��I NE i c?TH ST _ `� _ _ m . t �tvso�ueo,e000 .V - 29 eo• 4383 —i _+J ,p��v7•r. ��eb ?—W ICJ/ ��2,tf.,ro.v ,ito. tlo� 223.03 1o. `-mod .7.0.:•.Da C,•. -"E //gr../.Sr) 30.eic4/�-t.4• t I 7,4.-7 e/z.M.7 _ _- 73 cr�. Q♦ j, Go •r�.o. ioo..o ``,9z.to I 9$ . . • _o No s., a. .,.. I . I ,yam _..... .. I... !� o.1rir W •0 0 t� •,, N N 1N 0 n 414 D 2 V q� o +a 01 � N ° o I IQ ‘1ci0 vQ \N 'I ti 1° v AL C " l� n n �`o - N o N.Be•z�-7,c�✓ h `0,,�W �, o `I >k 11 I Cr. µ. Iair I o Z3 ' \�� o N rr A.J4 4 ,v,e ,Q o'�� 1 rG11 N Ool , 1'' �03, J h ' � • o' :U 0. f' "+ 8� �zN7 .N 71 • D A,.ld-d1•J4w y d..ez OW•*.v2. 15 y� . 7 rTtMN 5 co 43 ;:;ggd0 N s i 3. o T.,s �o u : . cP !. e ?,h �`j° \ k O0°.- r� o� M ? aV y"IrP 1q 70 N G �" A' [o•#4 7� 7s, .00. o ni A v. a 5 r o• 6 7, N 0 r a p \' 0fo •� •. pow I i�'�,ovn, , '�i ..a.. SE 117TH ST �.e ooa i� y. ..z. a-' i �27c3�P) NQQ•17-/(N lease 4 fTR -A,., 3e ° too.o �a J u.7e-z7./two raor /10 L�7 03 J 8 86 1.9 Se6-I 7-It) I3z7.st,---- i.. ., (o l.o too.OD' • • • • ) • . • . . . _. . 5303 SW 1/4 . . ._• . . • , EU I 9/ •••.,„,. : :•9.138-19 9.,c9-16.,....••• ....., :- 9E7-13 0/49-1 •••••••„, s 6.17.1. ••.. .4. .„,./. • CA 9.D7-6 I: -: 9.117-13 _9.r 7,.?_, • . - s.,., ... , N, E - .....,--' . ,.....• >3 1 > .`,.. Privole rcqr-- CITY OF RENTON ii... : • .,....-. ....,..,9.03-13 9.013-12 VS v1:17-9 ......7.Ee_6 ' 9/7-`i•-' ' ••••4.•,,,„i Ul • 3 9/.6- .,-'" 9.03..9 ! .....••••• •9k43-15 I .........- •, •••/.. SURFACE WATER . 1 ,........,._ ......z..._..._ ,/.: IC 1 ,,••••..-}/ . 2 . 13.113-.5.•. • /3.36•%r•• .....,..,•••"9:15Er-6. 1 F8-2 9.03-21:e•• .9...:".. 9 •,1: 7"89-7 ..„? I DRAINAGE SYSTEM 6.113-4: • %BB-•.•9.1V-11 ,_ 9.03-1 IP ' 9113- ....-' • : 2 SB.7:361:U-V:q ' 91.-C913-c .:. ..: - s : - ....9.De-ii •s; , • :.. 9.03-3 ........ : ...... t 9.613-13:• .............; ••,C13- 1 ../: 1 : t • „.....••••••• • 1. I 9/13- - . 9E13 ..''.".7....•;:•• ••.!-2C••V 9:8-2 I 9.°8-6 9.133-2 : 7 I . . • .113-3 15 • • : 9.03- 013 LEGEND 0 ,,i.c.-a. 9 6-,, i 9.03-5 NE. 1 tip St tr.8-1,!-:.; • i 12.K2-3 . • ... . § 9.13814 +7 t ••t•- - "3i6a ."....n..... .-C1117d:1 6 -* • • inn•4•2•41=m•41oam SE 112: th S , , . 1 ,-.». .../.s' 'fig3-2f-- i13.13.-.2.1 • ; Nt, ' • 14E2-1 14E2-3 7•..„...,,,/' / > -•"'45' i PI -) rr32, • • • - • Km-. . '1.E C • • 14/2 • •. --. STORM SEWER LNES ...1.... .,-. .,.. .: ig 14.32-4 14E2-2 . ..t. • I...• 4.112-2 14.132-3 ...I • 4/2-6 14.C2-5 "3 4-' f 13 ..:. ..:4C'' • . . - ..-.-- . ..-- ::.____....4 ..1)41.CAMAI*KXESDIRECTCTHCH:NBASSNARSROWS CULVERT CROSSNG . .• mrz NE llth Tt 13, 14.0-5 14.C2-7 • ....1./ el . el I --I.`••...2.*"..wil703 14E37 I :73 •-•4 14.B2n ce • . .11.P1...,-.., 4P-6 „...w. 14C3B 0 I 1 •••-•i,.•'"•••••••':i i 1Z . , • 4••• 43-1'. • '. i $Cr% -.., 4 ---. :. ; , 1 , : .,....% 1, 1 ..,.:.,94- :, .s. • Irth- : 4-', . .,........ , ......1 c:2. ........-•-• . ......i.--c--\.• '-. \. 1,,,,s...-t..., ..._ks, ql.se , :.,.......;„ -.,....11,.... .7..,.... ,..._,, --.,...• 1 .67...„." '1/1 .......".w.usi. ........ o.,,tii.-• •.:.., 14113-1-0 • . 14/ 14./3 ‘c,,„,...• 13.13-1 -.N.\ t49_32 14:3- I 01 i • \\*I!---- -r-----, , :-.1.,C.1-..... C. ". NE 12th St 1 -.ill).- 1 • , 1 1 -+.,:: /\,.......„( - ..), ....,,› ll 4.83-2 7 ..• , , 1-----4.-- 1011... ."•• .1- NE-1-4 I--,.. :- N... I , 7-T'P 3.- PJ : 0,----., ...\....1 114.33-1t • • ,14.1:3 : • ...:9'.., /1 X al ...... >4 ,.1 4? <CI Ci I f L/ ...iI1 CC CU 4-. • / • • 14./: . 1-•••--t--- 1 3>•" .... ! 0. B.- 1........isk:.........__,......a........NE..._.• P.i...._,. ..........,_......„,.i.. 1 .c, 41,- .14,3-2 IIP 43 I • I : •• i........r........T........1: ( 14E3-4 14.C3-2 ••••• ••••••••••••••••• •••••••••••-...a......„/ , 1.. I c / RENTON CITY LIMITS ..x3-...? , •........t 10 • ---- . •, -.,,,,--_,.. . • . 0 . i i TS; 1 . r4 & 1----k /,----,........, • 4 tu •• 4 f•-•- I ..0 LI 1 • ' ! U3 , I : I 1 I • 14 1-•' : t•••••:....- '..... / 1E...,i... NEJOth....S.1 ' 1 .1...te....2,......_ 2.. ...._ ....;...-SE..116..th....S:t._ Z rum-s 13)444 14.1i4-3110 I i•-__-1.4,1.7....-......._ L -1-.4.c.1 ,--tz•-• 1 . ii -- -7...- • --1 . -..w.16,-=-,4••••••■•+"• :s.,•=rs:::.* le 1.1....011111 1 .........................................................-....*,.. • - • r..7z.:1...r, 144-41 13 14.04-134.• ••• X i . . 1 ... ...riii:".':•::S e'...s*2.$ u n.... 1 i,...... ,, i• .., • .. ce) > .4S 141 4 ‘ . . . • in th-st..024-2 E E v 2..atzt ..... ................. .-..... ...-• ,,,,,i Ig,i!..c.-3 2 244-11 X 11244-4 • -___NE 9th Ct .. • r - , :, _.,.... . . . ... • . - „....E. • ....,• - -a .•6.,,,B4_i : • ---4-,-- :.se....2: '141 s -:. c Li 75 1 • > 14.04-9 PIE9th Pt •• •-: • -••••••••-.:-•-• ,,. ---4EI:ii.7., :• . .••.....‘ ..1-.4.-..4.„.b..ct-f7a,1a:r4•_ z...CC E . a1L-CsCiU.-,I fcaaIe- . CPitE1 t..1...4114E14-4.E---64---1"0" 4..14•SO4F411-11 1 VMll111a44t=h4.41i1111l104 11111...S...t••• .•114K4.,11-r44' . Aj4. N c - DISCLAIMER 1414- 4 771 Y INFORMATION fDR THE STORM DRAINAGE SYST.E M ... •, .-•-..••.. 111X1r: ••••1 ......... •-.4....... . IS SOCMATIC OLT. IT VAS COMPILED FROM NUMEROUS SOURCES. • I . 1 il'tX4-5 •KE4-3"i (..-----*.-11' 1" 4"P'6F4r I . I -------...... ----- • .. I , , a (NE 9 t ills wiuscs TTDHEREroespacicsGENERALT:BLEhroRmAnirieReocesoNDAwEAvilycit.ABLEDRyom. THEssArraNs.mcnyls i . LI-1; =' I I Cjtj 1 I • 4 S t) VIC141:11:RCIGNERsANTW.H1134D1S 7D 14/5 AREiNFE04AT0 TrirculSvcRUSEiryp i TI3RHiSENGINCI=41G101•LF""SES. 13/ i •''',. i . •-a." . •> 3 14.E5-1 . 1 : 34.151 14f -- .3' 2 i ,.• , 1 , a, - ai 1 s : s,........., . $, . C 0- ---- - ---- , it En • ---- --- -- - --- ----- • . E• ...../ t -- -f -.) , .., t....I ' 14E5-2 =i I • • - . • , 1,. i I - .• I i „,.." I 14.25_2__NE 8th St A... 1 14.0-3 800 . , • I ..::. 1--- ___.......- 0 400 . ....... • • • •• „................ . .. ............ .......... ••••••••••••••-•.••..•••••• , ,.: , - 1---•NE it-n- • .a.t , - i La. .=,...;-1-.- 14.C5-4 •-• $ 1...1.•':':',7 . '.: -C 1 1 :4800 , .. . „.:1 ..,, i --) 1.. 1 .-/-11 i Lri. a: . . I 1 • --.1 / (5 " _,. _47-- i -1 f----....-2/ ,13 .-1 : _ :ipmect.t. 6Z-1K/ ..../' I ' • • . ,"*- .,Y-7 E • I -4-f,6-% / • ..,,e1. 0 1 ,..,. .. . •• . . . . I N.; 6s6_, .,,,...- '.{. ar..%"'"ti...........,.,••••--,:w.•=.1r.....-..) ift 1°6 • , L_N• 7iht: vt.nt-f 1 . . i „.- . 2.,;._.:..,........ ....... Sf-42.1st-S.t------„ . -47,76- ., . 1 1 _........ -.....- • i i I - • \ '2:-••••••,:,.•:-.=------- -..-- + + P/B/PW TECRNICAL SERVICES 1 1 1 I : E 7th $•ty•-•'\ .--- - ,•%. 7thit [ . 1 g t . ...a . ,, 1 • ; " . NE 6th PI r '41 09/23/96 .•. -i--, L-s :: .1-..„ :_.....- ,--------7N-r\ .? 1 -,..--/ • i 1 IL-...f.....„ i • i ........ii 3 . •. . i - tZsirto INC i'a.talr...sr• 1 i 4 A.It- ..: \--.,'_.__.____ . . I . 5310 NW 1/4 . . •_ ....:_•_. .• __..:.. . . ....-.:„....-_....._•... ,.., .:: ...... .i....::•,,,,„:„..,...:,...-•_:_::._,....:...„-..::.......,_::...,.......::-. :....::..---,..-„,„;-„.._-:.;,..7:7,----.. .:7-.::: :-;:77.-.------_--.---,..,..:i777:-.777.7:7,TI ----.• -. - • • • • • • • • • • • • FIGURE 3 DRAINAGE SYSTEM AS-BUILT • 1 97 132.100 II. Upstream Tributary Area From the USGS (see Figure 4) map it appears that the Site is located at a ridge with, a potential half acre of upstream tributary area which could contribute sheetflow onto the Site. Field reconnaissance indicated that the Site has no upstream tributary area. None of the adjacent parcels slope or drain onto this Site. III. Site Drainage The existing structures do not have roof downspouts and adjacent landscaped areas slope away from the house and garage. The existing driveway is unpaved. The proposed site drainage of the developed short plat will collect the runoff from the impervious roof areas and discharge them to the existing drainage system within the access easement, the runoff from the impervious driveways (400 s.f. on each parcel) will discharge onto the adjacent landscaped areas in their existing directions. A review of the SCS soils mapping (see Figure 5) for the area indicates Alderwood gravelly sandy loam, 6-15% slopes (AgC), for the Site and the 'adjacent parcels. This type of soil is classified as Hydrologic Soil Group C, with moderate high runoff potential. The soil description is also included with Figure 5. The drainage analysis from the proposed Project are based upon the construction of 800 sq. ft. homes and 400 sq. ft. driveways on each new parcel, as shown in Appendix "A". A new catch basin on the west side of the access easement will be installed with two storm water stub outs, one for each proposed home. Under the existing conditions this Site contributes approximately 0.11 cfs to the drainage system during the 100-year 24-hour design storm. The post developed conditions of the Site will contribute approximately 0.18 cfs for the 100-year 24-hour design storm. This Project's increase in runoff, is less than 0.50 cfs, therefore runoff control is not required. © 1997 D.R.STRONG Consulting Engineers,Inc. Delayer Short Plat 5 Level 1 Downstream Analysis 97 132.100 • FIGURE 4 • USGS MAP • ' 1 .\‘...-'-------..\. . il. y\ . :,..;? 0\ .: ,,A, \L .,.___H 3.__„_,/ • • ... • - : ...p.3 ' ,.., - . \ ‘‘.7,‘L-2// _, ' — . r . .. . _ .3.v ,N-Ii. , ft.,;,,,,,,...A. _sill; . . '. '. \\I c;.i ... . :11. 1 : '.ar._•,: •.,.1.-.'-,17-,-.14 ;„y.; . \. ,.\\\ v 1 . ' 01 ' ' " -2- \--, 1"::1::.*:.:1K. • :.,,:\ . .•• ‘, .. -.1 . •_;,..--izerk . • �,BDY \s 't • L •___I �'— a ±I I e er p. • 4•;• °...�_ . = :'•�;•..�: �� ,�_: . SITE • 1: • f ,��1+1 ,�+`\C ' I-. by • lane ,1 �•.• • . I 1 r : , y., it 1 � . 1��_ , 1 \:,,,,,, , , • ,, •,i _: __V__. ..1 ` �_ - ail �w •-I"ii.� \\4\41. �,C __ II _ II K� 'r 1) � I: it ' I _J.••• �� .•' Q'✓'� •Q C-... '''i1 J�%, 1 i .. ,: \., ,, x __•,_. \,_�•' `� ... _\ II 1 is •1 "' • • / 7/ �' ghja•, .s10) 11,11 ' 411 ! • i 'i� ' ri1i 1 1 •!' y 1 '_% , o; III::..... • ! t )''. 1,7til, J ■', 7'' :N.::`�iP••.i i - .`. ill ..\.. .. 1 -:; \ . !.. . 6411 • ' it4r % ' ''..-.-.Y;;;;.. 1111.••• It , I,". _. \.\ imt .4r..... 1 ,..., ' 1 D: .:•''',:‘'. , ... N--- .. e . 1 . . r• 1 I. *,,= I 1�� j 1 ii +`• ,- /� is . II ` �''�:;:, ,i '�- —.• m—i railer C�/� JV 1. A ' — > ..:1�` # '. ■ y ., II. P-j'•i: l \ II • , ,"� � .' .,111. I I r7', 71'�I j y j' 1� �- 6.- L�• I! ,' „ ` •--1_!! ,' 1`_ •••I.•• 1 . 11 . • '-93 424 • •- . 1 3 _ - \ v,,.,-,-,_,_,,,:_r__,,,:\, `--: ':ii o j)• i I Greenwood L�rp; 1 I •n 'I r-1 .',0 ,1 xN14 Olive i.�\ ' `. "'I i" 406 \• - 1'� i Park •\;=4 ,C •i PIT J e1' \1• • ' ' '' fO 114, eli I �c� `d SCALE 1:24000 d i \(v^\` 1 z 0 •1 MILE thljii I, / • l 1000 0 1000 2000 3000 4000 5000 6000 7000 FEET ;_� '_ 1, •� 1 t_ 0 1 KILOMETER 1 ;7; i,�; : _• CONTOUR INTERVAL 25 FEET ,:, . t.I) 1 P. w NATIONAL GEODETIC VERTICAL DATUM OF 1929 P tt © 1997 D.R.STRONG Consulting Engineers,Inc. Dalaver Short Plat Level 1 Downstream Analysis • . 97 132.100 FIGURE 5 SOIL MAP • ••!' .. 1 .I > ° AgC Mgrn \ II • • • • •InC1 • AkF A.' :h•, AkF _.7I 1I \ \ 1 AgC Ev6 I 10' EvC ' • • �' _ GRAVEL I • • ' PIT ' • • p i� C�4 F/ fi—._ 319 r • N. I �> N I. �„ BM11 gC.AgD /�m y . BM'90J r itt\ , .1p' v ' AgD . � _ EvC • n ° E • AgC ' I — BM ! V. ir,.,::-;-,..\ Q‘.1. -.7. H 1-7;I� .. . .I \� c • - - . .: :I- AgC�Y _ . i i1 \\ -s,::, >, .�tI"� 1 I AgD'•I ,.......7.... •ti' _ _ _ 11 . \ k\\ II ::::•_!--. ; ' ;•• ,Il j Ir . . ,AgC-_' ,: _ .• . AkF • �tlie Ill I •• ...' 010110 . ,ir..';',.. ....'":;;::::'s C A ....:-.7-.1,- •,114419 . .-..° Ur l •> • '• �I. •. 0 1ilt. I R}�rvl Ir. ', . • - V BDY 1• -.11 _V'ii _'� • • II_� ••• r ' ' e. -Y,'' ? BM' __ ._ --_____ r- � "l' -11 .ii•11 " 7 �'\ 0 • . ••.IT ••u I L. •EvC. . j.7-.-, % • ., :—. /\,TLA J r -'=/fl 8r. _ Plant • `` •I'• 4I 'I 4•%�i s i .®L_.I• L %J�� • AgC • fl ix. " _4 ... . ." I ;I , Ir • �' • IIM III z �' t. tx\y•'.�•ik*: *=:,• •'I ;---— ,, rtb 11 1 {.1 -11 - _ . -. ,I, 5'.:--','I - II \• ',Y . . \t;ti- .: • ,Irk, 1 1 I •_ - - _ ...'I pin `i '; ' ighlan. II 4Iti.I;'; _ _ -_ .I SITE I ,41.• c ?U ii •j/I i _• r•'''.i t 11 t AgC. J II 1 'III 1 •\ L_ ' ii ••1• I — = r:'ggg ,,,,....., An . . -...,..: ! ',.... . , -',i ii . \,..., -77:7 ,,; rii: . �� '1i a • '1' Trailer "n' n. II•. � ;BM� I' egiet.:‘ .► � !lii eNN ■ 1 I • a-,•k..' n i n .B 'IIBM • 1-Greenwoodee• ,,,�,__;_;_ �w1�- •� i'EvD:aa I i AO r ,-,); „Ty.;.. .,, r i`; ;i}"": . 'o• . - . . ll I; • I 4 asebait/ oi.I1 r --. yGRAVEL 'PIT ' .I; n-' :�• - yam''''` c• ' . .•`•♦ Park/ \ ; F�J\ l ;-` _a'' _\ • • © 1997 D.R.STRONG Consulting Engineers,Inc. Dalaver Short Plat Level 1 Downstream Analysis DESCRIPTIONS OF 111E SOILS This section describes the soil series and map- Alderwood gravelly sandy loam, 6 to 15 percent • ping units in the King County Area. Each soil • slopes (AgC) .--This soil is rolling. Areas are series is described and then each mapping unit ind irregular in shape and range from 10 to about 600 that series. Unless it is specifically mentioned acres in size. otherwise, it is to be assumed that what is stated Representative profile of Alderwood gravelly about the soil series holds true for the mapping sandy loam, 6 to 15 percent slopes, in woodland, units in that series. Thus, to get full information 450 feet east and 1,300 feet south of the north about any one mapping unit, it is necessary to read quarter corner of sec. 15, T. 24 N. , R. 6 E. : both the description of the mapping unit and the description of the soil series to which it belongs. Al--0 to 2 inches, very dark brown (lOYR 2/2) An important part of the description of each gravelly sandy loam, dark grayish brown soil series is the soil profile, that is, the . (1OYR 4/2) dry; weak, fine, granular struc- sequence of layers from the surface downward to ture; slightly hard, friable, nonsticky, rock or other underlying material. Each series nonplastic; many roots; strongly acid; contains two descriptions of this profile. The abrupt, wavy boundary. 1 3 to inches thick. first is brief and in terms familiar to the layman. B2--2 to 12 inches, dark-brown ( 4/3) gravelly The second, detailed and in technical terms, is for sandy loam, brown (g 5/3) dry; moderate, scientists, engineers, and others who need to make medium, subangular blocky structure; slightly thorough and precise studies of soils. Unless it hard, friable, nonsticky, nonplastic; many is otherwise stated, the colors given in the roots; strongly acid; clear, wavy boundary. descriptions are those of a moist soil. 9 to 14 inches thick. As mentioned in the section "Flow This Survey Was B3--12 to 27 inches, grayish-brown (2.5Y 5/2) Made," not all mapping units are members of a soil gravelly sandy loam, light gray (2.5Y 7/2) series. Urban land, for example, does not belong dry; many, medium, distinct mottles of light to a soil series, but nevertheless, is listed in olive brown (2.5Y 5/6); hard, friable, non • - alphabetic order along with the soil series. sticky, nonplastic; many roots; medium acid; Following the name of each mapping unit is a abrupt, wavy boundary. 12 to 23 inches thick. symbol in parentheses. This synbol identifies the IIC--27 to 60 inches, grayish-brown (2.5Y 5/2) , mapping unit on the detailed soil map. Listed at weakly to strongly consolidated till, light the end of each description of a mapping unit is the gray (2.5Y 7/2) dry; common, medium, distinct capability unit and woodland group in. which the mottles of light olive brown and yellowish mapping unit has been placed. The woodland desig- brown (2.5Y 5/6 and 1OYR 5/6) ; massive; no nation and the page for the description of each roots; medium acid. Many feet thick. capability unit can be found by referring to the "Guide to Mapping Units" at the back of this survey. 7y1e A horizon ranges from very dark brown to The acreage and proportionate extent of each dark brown. The B horizon is dark brown, grayish mapping unit are shown in table 1. of the brown, and dark yellowish brown. The consolidated terms used in describing soils can hee found in the C horizon, at a depth of 24 to 40 inches, is mostly Glossary at the end of this survey, and more de- grayish brown mottled with yellowish brown." Some tailed information about the terminology and methods layers in the C horizon slake in water. In a Sfew ome of soil mapping can be obtained from the Soil Survey areas, there is a thin, gray or grayish-brown A2 Manual (19) . horizon. In most areas, this horizon has been destroyed through logging operations. Alderwood Series Soils included with this soil in mapping make up no more than 30 percent of the total acreage. Some The Alderwood series is made up of moderately areas are up to 3 percent the poorly drained Norma, well drained soils that have a weakly consolidated Bellingham, Seattle, Tukwila, and Shalcar soils; to strongly consolidated substratum at a depth of some are up to 5 percent the very gravelly Everett 24 to 40 inches. These soils are on uplands. They and Neilton soils; and some are up to 15 percent formed under conifers, in glacial deposits. Slopes Alderwood soils that have slopes more gentle or are 0 to 70 percent. The annual precipitation is steeper than 6 to 15 percent. Some areas in New- 35 to 60 inches, most of which is rainfall, between , castle Hills are 25 percent Beausite soils, some October and May. The mean annual air temperature is northeast of Duvall are as much as 25 percent Ovall . about 50° F. The frost-free season is 150 to 200 soils, and some in the vicinity of Dash Point are days. Elevation ranges from 100 to 800 feet. 10 percent Indianola and Kitsap soils. Also In a representative profile, the surface layer included are small areas of Alderwood soils that and subsoil are very dark brown, dark-brown, and have a gravelly loam surface layer and subsoil. grayish-brown gravelly sandy loam about 27 inches thick. The substratum is grayish-brown, weakly Permeability is moderately rapid in the surface consolidated to strongly consolidated glacial till layer and subsoil and very slow in the substratum. that extends to a depth of 60 inches and more. Roots penetrate easily to the consolidated substra- tum where they tend to mat on the surface. Some Alderwood soils are used for timber, pasture, roots enter the substratum through cracks. Water berries, row crops, and urban development. They moves on top of the substratum in winter. Available are the most extensive soils in the survey area. water capacity is low. Runoff is slow to medium, and the hazard of erosion is moderate. This soil is used for timber, pasture, berries, and row crops, and for urban development. Capability unit IVe-2; woodland group 3d1. 97 132.100 • VI. Down Stream Analysis The downstream analysis is further illustrated and detailed in the Downstream Map and Downstream Table enclosed in Appendix "B". The Site constitutes less than 15% of the upstream basin size, therefore the downstream analysis will cover a 1/4 mile distance (1,320 feet) downstream from the Site. Runoff from the roof areas will be conveyed in 6" PVC tightlines to a new Type I catch basin located on the western side of the access easement. This catch basin will be installed in an existing 12" RCP located between a Type I catch basin at the eastern end of NE 9th Street collecting the runoff from the five homes on the north side of NE 9th Street and an existing Type I catch basin in NE 10th Street between manhole 14,C4-3 and 14,C4-2 (numbers refer to the City's As-Built quarter section plans, see Figure 3, Drainage System As-Built). The runoff will flow to the catch basin in NE 10th Street. There is a 12" RCP between this Type I catch basin and a 48" Type II manhole 14,C4-2. This manhole collects a significant flow from an area to the east. The manhole discharges to the north to a 48" Type II manhole 14, C3-2 in NE 10 Place. Manhole 14, C3-2 collects the runoff from an approximately 500' section of pavement and approximately 15 homes. Its discharge is via a 12" RCP to the west to a 48" Type II manhole 14, C3-4. Manhole 14, C3-4 collects the runoff from an approximately 500' section of pavement and approximately 15 homes. Its discharge is via a 12" RCP to the north via a 48" Type II manhole 14, C3-9, in an easement, to a 48" Type II manhole 14, C3-10 in Whitman Ct. NE. The quarter mile downstream ends before manhole 14, C3-9. The only apparent problems noted were an accumulation of sediment in most of the manholes (no obstructions noted), the loss of some concrete inside manholes around the pipes, and an unexplained absence of accumulation of flow between 14, C4-2 and 14, C2-4. This 12" trunk line discharges into a siphon chamber near Sunset Blvd. which discharges into a stream. © 1997 D.R.STRONG Consulting Engineers,Inc. Dalaver Short Plat 6 Level 1 Downstream Analysis 97 132.100 V. Review of Existing Records Included are sections of the King County Sensitive Areas Map Folio, which indicate the following: • Streams: An unclassified stream tributary to the May Creek is indicated approximately 1/2-mile downstream from the Site, (See Figure 6) - • Wetlands:No wetlands exist on the Site, (See Figure 7) • Erosion Hazard:No erosion hazard exists on the Site, (See Figure 8) • Landslide Hazard:No landslide hazard exists on the Site, (See Figure 9). • Seismic Hazard:No seismic hazard exists on the Site, (See Figure 10) The listing of County records of complaints filed in the area around the Site are included in Appendix "C". Several County recorded complaints appear to indicate drainage problems within the basin but none appear to be related to the portion of the drainage system covered in this Analysis. In telephone conversations with City employees it was learned that they do numerous complaints on file for this area including the inadequacy of this trunk line and frequent flooding along the trunk line. See a file memo in Appendix "C". The planned improvements meet the requirements for a Zone 2 Aquifer Protection Area. VI. Conclusion The net impact of the Project is an increase of 0.08 cfs for the 100-year 24-hour design storm and therefore the capacity of either the existing municipal drainage system with 12" RCP or the anticipated new drainage system with 18" to 36" RCP will not be significantly impacted by the proposed development. T:IJ9711196132 LEVL-LDOC © 1997 D.R.STRONG Consulting Engineers,Inc. 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' •‘.1 -. . :.k: --,-• ,.:T_q 2?.y.:g,-;ri-;,,,y,„,,,..-,,,.". ...i z,,,-,,,,;-.,z...-w-gb, „ill%,ttaipir: viir ... • r':.:‘ ' "' ' „ •.-:,t't;;;Ii,:wt..,0--1,, N, , , i )'''r .: .;....Alb---.401.' lij.: - * Zwr ; 4. ; . •' - - Anihniab"---algiaailiall- i•-:: . . .'' 1 '•4' • ' ....:I'll;.'474117;71'71:::::.;:'"4-7.'7- . 11` il --':•7,_•,_•.= --..1 J Ili18714 ,14,' ! .. f iii.-,.. .'-'...‘ Ii.•Alliit IL' --•:i--r - • ilal ,.. :,:1 M ".• :.. .,.. 1.i.......7 , :; • .• °I 1 . 1 ; _7'•,-, -,.1:' ......, ' . . „J , ! , 1 - _ _ :liki 1,11 '111 t 4.' '' \ . :i.e. '.'7'I 'c--• 1 :: • ' ,..---- . .., ,..,,,.. ---1 1 • c.:1....1 , .., '4-1 I I,2„...._. '''.1.•-1:.. ,_.. ..\•e • _.I . 1 , ,..4_,. :.„..1 .1 ; . \'' "<'..cit':-• r(%1 . -:'. r" • •. ,,:i_jj - ...., I .' ,...Le, ,A7.4i.--- -\TT\ . • 'N, :::,.. '- • 97 132.200 • APPENDIX "A" CONCEPTUAL SITE PLAN AND HYDROLOGIC CALCULATIONS • I , © 1997 D.R.STRONG Consulting Engineers, Inc. Dalaver Short Plat Level 1 Downstream Analysis • JOB °i7- 132, I D.R. STRONG • CONSULTING ENGINEERS INC. SHEET No. OF Z- 10604 Northeast 38th Place Suite. 101 CALCULATED BY l_ L DATE Co- L'qi KIRKLAND, WA 98033 CHECKED BY l.,2a- DATE ' - 1(r'ql (206) 827-3063 PROJECT DA A EL S 5 ID�2�f N PLAT- Lev • • • axis Iii• i • ,� Zo, ........ ... • • • . . ii i O • L • o.. DelUu' X...... .. ' 2 �� • i ....:... ........ ... 0 : !Do' - D.R. STRONG JOB CAI" 132, loa •CONSULTING ENGINEERS INC_ SHEET NO. OF Z- 10604 Northeast 38th Place Suite 101 CALCULATED BY L L DATE G- I c.-qi KIRKLAND, WA 98033 CHECKED BY U 23" DATE G - l cr-q 7 (206) 827-3063 PROJECT UA L�A 5 b �r : ; ilA 1 i . : : ! 1 ! - •• PRO. . POSED : : • • i. • • • • 5i��kC=m • i �c • • • ,', = zo • a • 8 • D • o Na�s+c: :.... ..... .. .. ..... �v.E �...... ... �q Q AGE . .. ... • • 1.G . . • : 1.j.' :: .., : : : : . ' . :' ,•' ' . . . : . :. Z . i -1-7- 7 - 7 7:4"---7-r- : i ! , : - • •:...........................,.............:................ ............_. -R I..Vk �............ ......... • 0 �` Nou- .E • J o • : >Do, JOB NUMBER: 97 132 FILE: T:\971321RUNOFF.XLS CALCULATED BY: LDL DATE: 16-Jun-97 CHECKED BY: LRJ PROJECT: Delayer Short Plat HYDROLOGIC CALCULATIONS: CALCULATE THE INCREASE IN RUNOFF PER KCSWDM: AREAS: AREA (ac) PREDEVELOPED (sf) (ac) Cn -light forest 0.00 81 w/ undergrowth -grass(est.) 9050 0.21 86 -orchard 0.00 92 -gravel drive 470 0.01 89 -paved drive 0.00 98 -buildings 480 0.01 98 ........... ........... . ......................... TOTAL= '`'`'°!:a2 ;; <>s'€ • POST-DEVELOPED -light forest 0.00 81 w/ undergrowth -grass(est.) 7600 0.17 86 -orchard 0.00 92 -gravel drive 0.00 89 -paved drive 800 0.02 98 -buildings 1600 0.04 98 TOTAL= '>: Z3> > > . -WEIGHTED AVERAGE Cn VALUES: Cn (aye) PERV. IMPERV. PRE: 86.1 98.0 POST: - 86.0 98.0 Note: Hydrologic soil group (C ) was used as the SCS soils map indicates (AgC ) soils. D.R.STRONG CONSULTING ENGINNERS -TIME OF CONCENTRATION CALCULATIONS 24 hr. ISOPLUVIALS: P2= 2.0 inches/day ref. KCSWDM 3.5.1-8 P100= 3.9 inches/day ref. KCSWDM 3.5.1-13 sheet flow: It = {(.42)(Ns*L)^0.8}/{(P2)^0.5"(So)^0.4} conc. flow: Tt = L/(60*Ks*(so)^0.5) (ref. KCSWDM 3.5.2.6) PREDEVELOPED Segment Status Length Ns Ks So%(ave) Tt(min) A- B lawn 60 0.15 1 11 (mid lot to NW corner) (sheet) B - C lawn 110 0.15 1 18 (lot corner to NE 10 St) (conc. flow) C- D aspahlt 15 0.011 2 0 (across NE 10 St (sheet) into catch basin) Total = 29 POST DEVELOPED A- B pipe 60 0.011 1 1 (downspout to new (conc. flow) CB in easement) B- C pipe 200 0.011 1 4 (new CB in easement (conc. flow) to ex. CB NE 10th St) Total = 5 SUMMARY OF INPUT DATA FOR KCSWM'S HYD PROGRAM Apery Cnpery Aimpery Cnimpery Tc P100 PRE: 0.22 86.1 0.01 98.0 29 3.9 POST: 0.17 86.0 0.06 98.0 5 3.9 Based on the KCSW HYD program the runoff corresponding to a 24hr-100 year storm is: • Predeveloped Conditions: 0.11 cfs Postdeveloped Conditions: 0.18 cfs The increase in runoff is less than 0.5 cfs, therefore runoff control is not required. D.R.STRONG CONSULTING ENGINNERS 2 SBUH/SCS METHOD FOR COMPUTING RUNOFF HYDROGRAPH STORM OPTIONS: 1 - S.C.S. TYPE-lA NYDRO 2 - 7-DAY DESIGN STORM GRAD 3 - STORM DATA FILE versa OnP4 OCp. 218 ft SPECIFY STORM OPTION: 1 , S.C.S. TYPE-1A RAINFALL DISTRIBUTION ENTER: FREQ(YEAR) , DURATION(HOUR) , PRECIP(INCHES) 2, 24,2.0 ************ r#�F*"S,rC':'S lA DISTRIBUTION ******************** ********* (' 2-YEAR 24-HOUR STORM *** 2.00" TOTAL PRECIP. ********* ENTER: A(PERV) , CN(PERV) , A(IMPERV) , CN(IMPERV) , TC FOR BASIN NO. 1 . 22,86 . 2,0.01,98,29 DATA PRINT-OUT: AREA(ACRES) PERVIOUS IMPERVIOUS TC(MINUTES) A CN A CN c . 2 . 2 86. 2 .0 98 .0 29.0 P PEAK-Q(CFS) T-PEAK(HRS) VOL(CU-FT) .03 7.83 747 ENTER [d: ] [path]filename[ .ext] FOR STORAGE OF COMPUTED HYDROGRAPH: a:\2pre FILE ALREADY EXIST; OVERWRITE (Y or N) ? Y SPECIFY: C' - CONTINUE, N - NEWSTORM, P -' PRINT, S - STOP C ENTER: A(PERV) , CN(PERV) , A(IMPERV) , CN(IMPERV) , TC FOR BASIN NO. 2 0.17,86,0.06,98,5 DATA PRINT-OUT: AREA(ACRES) PERVIOUS IMPERVIOUS TC(MINUTES) A CN A CN .2 .2 86.0 .1 98.0 5.0 eD PEAK-Q(CFS) T-PEAK(HRS) VOL(CU-FT) .06 7.67 910 ENTER [d: ] [path]filename[ .ext] FOR STORAGE OF COMPUTED HYDROGRAPH: a:\2post ' FILE ALREADY EXIST; OVERWRITE (Y or N) ? Y SPECIFY: C - CONTINUE, N -• NEWSTORM, P - PRINT, S - STOP n STORM OPTIONS: 1 - S.C.S. TYPE-lA 12 - 7-DAY DESIGN STORM 3 - STORM DATA FILE SPECIFY STORM OPTION: 1 S.C.S. TYPE-lA RAINFALL DISTRIBUTION ENTER: FREQ(YEAR) , DURATION(HOUR) , PRECIP(;INCHES) 100,24,3 .9 **********�tryr fit'*** `` S•.--T-Y-PE-lA DISTRIBUTION ******************** *********/100-YEAR 24-HOUR STORM**** 3 .90" TOTAL PRECIP. ********* ENTER: A(PERV) , CN(PERV) , A(IMPERV) , CN(IMPERV) , TC FOR BASIN NO. 1 0.22,86.1,0.01,98,29 DATA PRINT-OUT: AREA(ACRES) PERVIOUS IMPERVIOUS TC(MINUTES) A CN A . CN �'--4 N., .2 .2 86.1 .0 98.0 29.0 (4:e PEAK-Q(CFS) T-PEAK•(HRS) VOL(CU-FT) .11 7.83 2089 ENTER [d: ] [path]filename[ .ext] FOR STORAGE OF COMPUTED HYDROGRAPH: a:\100pre FILE ALREADY EXIST; OVERWRITE (Y or N) ? Y ( SPECIFY: C - CONTINUE, N - NEWSTORM, P .- PRINT, S - STOP , C ENTER: A(PERV) , CN(PERV) , A(IMPERV) , CN(IMPERV) , TC FOR BASIN NO. 2 0.17,86,0.06,98,5 DATA PRINT-OUT: AREA(ACRES) PERVIOUS IMPERVIOUS TC(MINUTES) A CN A CN .2 .2 86.0 .1 98.0 5.0 • PEAK-Q(CFS) ) T-PEAK(HRS) • VOL(CU-FT) .18 7.67 2313 , ENTER [d: ] [path]filename[ .ext] FOR STORAGE OF COMPUTED HYDROGRAPH: , a:\100post FILE ALREADY EXIST; OVERWRITE (Y or, N) ? y ( SPECIFY: C - CONTINUE, N - NEWSTORM, P - PRINT, S - STOP s 97 132.200 APPENDIX "B" DOWNSTREAM MAP AND DOWNSTREAM TABLE • © 1997 D.R.STRONG Consulting Engineers, Inc. Dalaver Short Plat 8 Level 1 Downstream Analysis • • • 1 U U •• •. Tye ...r.•.•.h• ! • •••••''••. a Q. GDQ� V` is - .•r.•... �'•�I�:.•r�.,f.• •... .. r.Yrrn vr.•r.•• v :i \........ 71. _ J ti•r (J . ,tom ..• u m u � N 1iJ h .. �, •t"•• 1 ' 3N3} • P N COZ • ....wwJ 1.1; vi J.w.�•tr..•r:.r. y 1 �;� • } :•. N Y r'� yr• .I. a a N. 11 [� [� . a v 4. 0.. ./ I .r 1 1 '� ' . 1 T ' .;••C‘.1 . 4...:___ yr '44 ........., r' •":"1.1C) ' 517' 4. ryi -1-:-.$ i r ,4 A .41 E7 . 1 t n : Q N N "' •� J • • Q1 i J cp, • TL y�P..." QI1�� • rf V•Vr.wW wwws. J .. .... ..�� ...•P Is p: •'��'� f ti•. ,,�IjfN .Y.Y.Y Jwr{' It! / . 9 a �{D N I .w� �� 1 '.• I a;. 1 N i 1 (P 1 J 11 " • ' 1 {� wco JJ 1 ea �:•'•• .•••••.••.•... .•.�•...............•....•..... •M•••.••••ri'•ti•••••••i W'•••ti••YL•r.•r:r.Y•hVrlK•.•.•.• ^www•.•:ww. •'\i✓•• •••' ^Y•'.'rr•••WhYX.V.V.hww•F 7:eM f .'• 4 • e^ •••' .r•'•1Y•YY•Y•Y•WWMYA :r,• 4+1' ,V.•.Y.•�+ T •.h. .a ... • t fY•Y•\Y•'X.Y.•X.'r••• ••wV•Y•V.M.ti,.w.... f. , 1 +'•may ) OFF-SITE ANALYSIS DRAINAGE SYSTEM TABLE Surface Water Design Manual, Core Requirement#2 Downstream Path from Northwest Cornei--of Site MAY CREEK BASIN (Estimate approximatley I"rainfall in preceeding 48 hours) ESONWE Symbol i*:::*up.mpoogAumpoi::: ONWAVINOWagaig4&04000tMiii.ii :0201ii.A4M$iiiiY?:.:A0644k04.00014P0a: .;i1Eignign FROM THE NW CORNER OF SLOPE MAY NOT BE DEBRIS MAY RUNOFF FROM DRIVEWAY IN EASEMENT AND A-B THE SITE,A 2'WIDE SHALLOW CONCENTRATED FLOW THROUGH 1% 0.-1 10 UNIFORM. GRASS IS ACCUMULATE AND PARCEL TO THE EAST. GRASS SHOULDER LANDSCAPED(MOWED)GRASS WELL MAINTAINED. OBSTRUCT. FROM THE GRASS • B-C SHOULDER INTO CATCH SHEET FLOW ACROSS ASPHALT 2% 1 10-130' NONE NOTED NONE ANTICIPATED ROAD PAVEMENT IS IN FINE CONDITION BASIN IN NE 10TH ST TYPE I CATCHBASIN WITH GRATED COVER EST. 9"SEDIMENT CONTINUAL DEBRIS SOUND CONSTRUCTION C CATCH BASIN 12"RCP FROM WEST NA 130' ACCUMULATION AND SEDIMENT 12"RCP TO EAST ACCUMULATION 15"OF WATER,2"OF SEDIMENT • NO FLOW OBSERVED C-D PIPE,12"RCP ' BURIED 3'TO 4rDEEP 0.5% 130'TO 475' NONE NOTED NONE ANTICIPATED RUNOFF FROM APPROX 10-15 HOMES ON BOTH SIDES OF NE 10TH ST FROM NE 11TH ST. TYPE I MANHOLE WITH SOLID LID THERE MAY NOT BE A CONTINUAL DEBRIS RUNOFF FROM APPROX 9 HOMES&CUL-DE- D 14,c 4-2 12"RCP FROM WEST NA 475' DROP FLOOR TO AND SEDIMENT SAC VIA AN 8" RCP AND AN AREA OF AT 12"RCP FROM EAST ALLOW SEDIMENT TO ACCUMULATION LEAST 15 ACRES TO THE EAST VIA 12"RCP 12"RCP TO NORTH ACCUMULATE. 8"RCP FROM SOUTH 9"OF WATER PLUS SEDIMENT FLOW OBSERVED FROM THE EAST D-E PIPE,12"RCP BURIED 4'TO T DEEP 0.5% 475'TO 775' NONE NOTED NONE ANTICIPATED DUE TO THIS PROJECT TYPE II MANHOLE WITH SOLID LID EST. 16"SEDIMENT CONTINUAL DEBRIS GROUT AROUND SOME OF THE PIPES IS E MN 14,c 3-2 12"RCP FROM SOUTH N A 775' ACCUMULATION AND SEDIMENT MISSING-INFILTRATION/EXFILTRATION 8"RCP FROM SOUTH ACCUMULATION 8"RCP FROM NORTH 12"RCP FROM EAST 12"RCP TO WEST 9"OF WATER PLUS SEDIMENT FLOW OBSERVED FROM THE SOUTH&EAST. *Manhole numbers("14,c4-2")are from City of Renton Drainage As-Built Plan(9/23/96) ** Slope was estimated not surveyed Page 1 of 2 Downstream Analysis - Dalaver Short Plat • POSSIBLLY EXFILTRATION BETWEEN POINT E-F PIPE,12"RCP BURIED 7'TO 9'DEEP 0.5% 775'TO 1,035' "E"AND"F"(FLOW INTO F SEEMED LESS THAT OUTFLOW IN E) • TYPE II MANHOLE WITH SOLID LID GROUT AROUND SOME OF THE PIPES IS F MH 14,c 3-4 12"RCP FROM EAST N A 1,035' MISSING-INFILTRATION/EXFILTRATION 12"RCP FROM WEST 16"RCP TO NORTH 12"OF WATER TO FLOOR EST.0.04 CFS FLOW OBSERVED FROM THE EAST AND 0.02 CFS FROM THE WEST POSSIBLLY EXFILTRATION BETWEEN POINT F-G PIPE,12"RCP BURIED 9'TO 10'DEEP 0.5% 1,035'TO 1,435' "F"AND"G"(FLOW INTO G SEEMED LESS THAT OUTFLOW IN F) TYPE II MANHOLE WITH SOLID LID G MH 14,c 3-I0 16"RCP FROM SOUTH N A 1,435' 12"RCP FROM EAST 12"RCP FROM WEST 16"RCP TO NORTH 1"OF WATER TO FLOOR EST.0.04 CFS FLOW OBSERVED FROM NORTH EXITING SOUTH T:IJ971/1971321L I-TABLE.DOC • • • • *Manhole numbers("14,c4-2")are from City of Renton Drainage As-Built Plan(9/23/96) ** Slope was estimated not surveyed Downstream Analysis - Dalaver Short Plat Page 2 of 2 97 132.200 APPENDIX "C" DRAINAGE COMPLAINTS • • © 1997 D.R.STRONG Consulting Engineers, Inc. Dalaver Short Plat 9 Level 1 Downstream Analysis 97 132.200 CITY OF RENTON DRAINAGE COMPLAINTS The City of Renton has on file numerous drainage complains along this drainage route. City employees have told us that the City's apparent principal area of concern is the intersection of NE 10th Street and Anacortes Court NE where it frequently floods during 2-year storm events. This problem is primarily a problem of undersized pipe. The City has a project programmed in its Capital Improvement Program for completion this summer to replace the drainage line from NE 10th Street to Sunset Avenue, although the City is still waiting on permits principally from state agencies. Re: Telephone call 6/18/97 Ron Straka (Renton) with Lynclen Lee (IRS) © 1997 D.R.STRONG Consulting Engineers, Inc. Dalaver Short Plat Level 1 Downstream Analysis PRGM;KING CO. DEPT.NR WLRD TO: 4'�582?2423 J 4, 8r, , • :UN 19? . 2:352M • COMPLN TY PROBLEM TYPE' OF NEW NUMBER PE ADDRESS PROBLEM COMMENTS TH BR 86-0304 C 13812 SE 121ST ST PONDING - ' 626J7 : 86-0403 C 1082 ANACORTES AVE NE DRNG NO DRNG CONTROL 626G6 86-0403 F 1082 ANACORTES AVE NE FILL RENTON ADD 62606 86-0707 C 13837 SE 128TH ST FLOG 626J7 87-0382 C 11822 •148TH AVE SE FLDG CLEARING AND GRADING 626J7 87-0658 ER 955 ANACORTES CT NE CULVERT INTALLED PIPES 626G6 87-0658 C 955 ANACORTES CT NE FILL FILL OF SWAMP BLOCKS DRAINAGE 626G6 87-0787 C 12808 138TH AVE SE DRNG 86703A4,87-0445,0707/ FILLING 62637 OF LOT 88-0369 C 12003 138TH PL SE DRNG FROM CONSTRUCTION-RUNOFF 626J7 88-0369 NDA DRAINAGE OHLD/SWM DIV-PLY. (NEW CONST) , 626J7 • 88-0572 C 11212 137TH AVE SE DRNG FILLED IN DRNG CHNL 626G 88-0713 C 14000 SE 128TH• ST DRNG . FILL OBSTRUCTION OF DITCH 626J7 ' 88-0713. ER 14000 SE 128TH ST FILL . (CEMTY RD) .TO BALD-TSS CM 626J7 09/05/89. • 88-0713 NDA FILL (CEMTY RD) .TO BALD-TS/PROB 626J7 CRTD 89-0084 C 11833 ' 142ND AVE SE DRNG POND OVERFLOWING ONTO YARD 626J7 89-0135 C 956 ANACORTES CT • NE CLEARING GRADING AND CLEARING ON ACTIVE 626G6 PERMIT 89-0776 C 11644 142ND AVE SE FLOG FILLING OF LOT BEHIND/FLOODED 6260 CRAWLSPAC 90-0226 C 14607 SE 128TH ST DRNG SHOULDER EROSION ON CONST 62637 • SITE/STORM • 90-1464 C 12413 142ND AVE SE DRNG PLUGGED CULVERT BY ROAD 626J7 • 91-0106 C . 966 BREMERTON CT DRNG /HOBSON/BUILDING OF CHURCH 626G6 • 92-0298 C 12003 S 138TH PL SE DRG/SEEP NO DITCH TO R/D 626H7 ' 92-0298 NDA 12003 S 138TH PL SE DRG/SEEP NO DITCH TO R/D 526H7 • 93-0224 C 12217 148TH AV SE PONDING POSSIBLE SAO VIOLATION/DITCH 656J1 ENCROACH 95-0788 C 14328 SE 128TH ST DISCHARG COMPLAINT REQU NO INV@ THIS 656J1 TIME 95-0991 WQC 12516 ` 142ND AVE SE DUMPING APPARENT PROPERTY DISPUTE 656J1 96-0117 C 1024 ANACORTES AVE N ' FILLING ALLEGED FILLIIN WETLAND 626H6 GARBAGE/DEBRIS '96-0157 C 12227 148TH AVE 'SE DIGGING EXC IN WETLAND 626J7 ;96-0185 C . 11625 148TH AVE SE FLOG WATER MISSES CB, PIPE DAMAGE 626J7 96-0427 C 12857 80TH AVE S FLOG GROUNDWATER INSIDE HOUSE 656A1 '95-0880 WQC 14328 SE 128TH ST EROSION 656JI 96-1291 C 128TH SE & 149TH AVE SE MPLWDTRB DOWNSTREAM IMPACT TO ROAD 656H1 CROSS CULVERT 96-1401 C SE 128TH & 142ND A SE FLOG MAINTENANCE OF EXISTING 656J1 CHANNNEL ' 96-1771 C 12227 148TH AVE SE RUNOFF ADJACENT PROPERTY IMPACTS 626J7 FILLING??? • 96-2033 C 13611 SE 116TH ST • DRNG SHEET FLOW FROM PARKING LOT . 626H7 ' IMPACT RENT 97 132.200 SECTION IV ,D.R.STRONG Consulting Engineers Dalaver Short PlaL Drainage Report T':\J97\I\97I32\DRG-RPT.DOC\ Page 9 • 97 132.200 IV.DETENTION ANALYSIS AND DESIGN The proposed site drainage of the developed short plat will collect the runoff from the impervious roof areas and discharge them to the existing drainage system within the access easement, the runoff from the impervious driveways (400 s.f on each parcel) will discharge onto the adjacent landscaped areas in their existing directions. • The drainage analysis from the proposed Project are based upon the construction of 800•sq. ft. homes and 400 sq. ft. driveways on each new parcel, as shown in Section III Appendix "A". A new catch basin on the west side of the access easement will be installed with two storm water stub outs, one for each proposed home. The local soil is classified in Hydrologic Soil Group C. Under the existing conditions this Site contributes approximately 0.11 cfs to the drainage system during the 100-year 24- hour design storm. The post developed conditions of the Site will contribute approximately 0.18 cfs for the 100-year 24-hour design storm. This Project's increase in runoff, is less than 0.50 cfs, therefore runoff control is not required. D.R.STRONG Consulting Engineers Dalaver Short Plat Drainage Report T:U97\1\97132\DRG-RPT.DOC\ Page 10 I \ 97 132.200 SECTION V D.R.STRONG Consulting Engineers Dalaver Short Plat Drainage Report f:`J97\I\97132\DRG-RPT.DOC\ Page I I 97 132.200 V. CONVEYANCE SYSTEM ANALYSIS AND DESIGN Roof runoff from the two new homes will be collected and conveyed to the existing 12" RCP drainage line in the frontage easement. The runoff from the impervious driveways will discharge into the landscaped areas on site. A detailed description of the existing drainage system from NE 10th Street along Whitman Ct. NE to Sunset Avenue is found in Section III, Level One Downstream Analysis. • A hydraulic analysis of the existing route is unnecessary because the drainage impact of this project is so small (net increase in the 100-year storm runoff will be 0.08 cfs). - Furthermore the City acknowledges this system is inadequate and the City intends to replace it. • D.R.STRONG Consulting Engineers Dalavcr Short Plat Drainage Report T:UU97\1\97132'DRG-RPT.DOC\ Page 12 97 132.200 SECTION VI • D.R.STRONG Consulting Engineers Dalaver Short flat Drainage Repoli 'I':.197`.1‘971 32U)RG-RPT.DOC\ Page 13 97 132.200 VI.SPECIAL REPORT AND STUDIES Not Applicable. r The City, in the preapplication meeting,did not request any additional reports or studies such as geotechnical, wetlands, floodplains, slope protection, groundwater, fluvial geomorphology, erosion, anadromous fisheries, structural, geological, structural fill, hydrology or water quality. D.R.STRONG Consulting Engineers Dalaver Short Plat Drainage Report T:197\1\97132\DRG-RPT.DOC\ Page 14 97 132.200 SECTION VII D.R.STRONG Consulting Engineers Dalaver Short Plat Drainage Report 'I':`.197,I\97132\DRG-RPT.DOC\ Page 15 97 132.200 VII. BASIN AND COMMUNITY PLAN AREAS The Project is situated within the Newcastle Community Planning Area (see Figure 1, attached). The Project site is not within an adopted Basin Plan area. The Project site is located within the May Creek Critical Drainage Area, however because this project will add less than 5,000 sq. ft. of impervious surface on each lot, the project is exempt (KCPR 09.04.050 Section 6.3.1) from the hydrologic analysis/detention requirements of Policy 6.4. In all other regards this project meets the requirements of the May Creek Critical Drainage Area Public Rule. • D.R.STRONG Consulting Engineers Dalavcr Short flat Drainage Report T:\.197\ Page 16 97 132.200 SECTION VIII • D.R.STRONG Consulting Engineers Dalaver Short Plat Drainage Report 'I':U97\I\97I 321DRG-RPT.DOC\ Page 17 • • 97 132.200 • VIII. OTHER PERMITS. Not Applicable. The proposed drainage and road improvements will not require permits that may affect the drainage plans from other such agencies as the Seattle-King County Health Department, Washington State Departments of Transportation, Fish and Wildlife or Ecology, or the United States Army Corps of Engineers. • • II D:R.STRONG Consulting Engineers Dalaver Short Plat Drainage Report T:U97\1\97132\1)RG-RPT.DOC\ Page 18 97 132.200 SECTION IX D.R.STRONG Consulting Engineers Dalaver Short Plat Drainage Report T:\.197\ Page 19 97 132.200 IX.TEMPORARY EROSION AND SEDIMENTATION CONTROL The Erosion and Sedimentation Control (ESC) practices for this project are to follow the approved County practices, as outlined in the following ESC notes. During the time period of November 1 through March 31, all project disturbed soil areas greater than 5,000 square feet that are to be left unworked for more than 12 hours shall be covered by one of the • following cover measures: mulch, sodding or plastic covering (see Section 5.5 in Chapter 5 of the KCSWDM). This requirement is based on the increased potential for, and consequences of, failure of structural control measures during this period of high precipitation and the assumption that areas not being worked are likely left unattended. A filter fabric fence per Section 5.4.4.3 shall be installed adjacent to the construction Site, along the downstream edge of cleared areas, in conjunction with the placement of the straw bales and rock check dams if necessary. D.R.STRONG Consulting Engineers Dalaver Shoji Plat Drainage Report 'l':\.197\I\97132\DRG-RPT.DOC\ Page 20 KING COUNTY, WASHINGTON , SURFACE WATER DESIGN MANUAL 1 • 5.4.3 PERIMETER PROTECTION Minimum Requirement 3 Perimeter protection to filter sediment from sheetwash shall be located downslopo of all disturbed areas and shall be installed prior to upsiopo grading. Perimeter protection includes the use of vegetated strips, as well as more conventional, constructed measures, such as silt fences. During the wet season, 50 linear feet of silt fence (and the necessary stakes) per acre of disturbed area must ha s:ockp.lod c -sits. Purpose The purpose of perimeter protection is to reduce the amount of sediment transported beyond the disturbed areas of the construction site. Perimeter protection is primarily a backup means of sediment control. Most, if not all, sediment-laden water is to be treated in a sediment trap or pond. Tho only circumstances in which perimeter control is to be used as a primary means of sediment removal is when the catchment is very small (see below). When to Install Perimeter protection is to be installed prior to any upslopo clearing and grading. Measures to Use There are three perimeter protection measures in this section that can be used to satisfy the minimum requirement: silt fence, brush barriers, and vegetated strips. These measures can be used interchangeably. If surface water is collected by an interceptor dike/swale and routed to a sediment pond or trap, there is no need for the perimeter protection measures specified in this • section. Criteria for Use as Primary Treatment At the boundary of a site, perimeter protection may be used as the sole form of treatment when the flow path meets the criteria listed below. If these criteria are not met, perimeter protection shall only be used as a backup to a sediment trap or pond. Average Slope Flow Path Length 1.5H:1V or less 100 feet 2H:1 V or less 115 feet 4H:1V or less 150 feet 6H:1V or less 200 feet 10H:1V or less 250 feet 5.4.3.1 SILT FENCE • Code: SF Symbol: —X—X X X X Purpose To reduce the transport of coarse sediment from a construction site by providing a temporary physical barrier to sediment and reducing the runoff velocities of overland flow. • Conditions of Use 1. Downslope of all disturbed areas. 2. Silt fence is not intended to treat concentrated flows, nor is it intended to treat substantial • amounts of overland flow. Any concentrated flows must be conveyed through the drainage system to a sediment trap or pond. The only circumstances in which overland flow can be treated solely by a silt fence, rather than by a sediment trap or pond, is where the area draining to the fence is small (see introduction to this section), and the average slope is not more than 1.5H:1 V. • • • • _ 11/BA KING COUNTY, WASHINGTON , SURFACE WATER DESIGN MANUAL • Design and Installation Specifications 1. See Figure 5.4.3.IA for detail. :__'• .: • 2. The gootextile used must moot the standards listed below. A copy of the manufacturer's fabric specifications must be available on-site. AOS (ASTM D-4751) = 30-100 sieve size (0.60-0.15 moll for slit film • 50-100 sieve size (0.30-0.15 mm) for other fabrics Water Permittivity (ASTM D-4491) = 0.02 ssec't min. Grab Tensile Strength (ASTM D-4632) a 180 lbs min. for extra strength fabric • • 100 lbs min. for standard strength fabric Grab Tensile Elongation(ASTM D-4632) = 30% max. Ultraviolet Resistance (ASTM D-4355) = 70% min. 3. Standard strength fabric requires wire backing to increase the strength of the fence. Wire backing or closer post spacing may bo required for extra strength fabric if field performance warrants a stronger fence. • - 4. Where the fence is installed, the slope shall be no steeper than 2H:1V. FIGURE 5.4.3.1A SILT FENCE JOINTS IN FILTER rARRIC SHALL LRBC s ucED W AT POSTS. USE STAPLES. ' • COU7VALCNT 10 ATTACH rAa..�3. 10 POSTS. 2-.2- BY I co. WIRE OR _ . COVNAI[NT, ITT STANDARD I •t +-� r" STRCNCTH rAsnic ::ci[ -"' T • • '�', ( rIUCR I ( 3 • • u _ _ _11-ii r1�-h r:IT IIL11L�1 D ij47,I • 6• MAX. `\UINDJUU 4-.4- TRENCH J / oACKrILL TRENCH WITH _ • NATIVE SOIL OR 3/4 -1.5 POST SPACING UAY nE INCREASED WASHED GRAVEL 10 8' U' WIRE OACXING IS USED 2-.4- w000 POSTS. STEEL r[NCE POSTS. RCOAR. OR COUNALCNT NOTE: MIER rAnnic rENCES slum. nE INSTALLED ALONG CONTOUR WHENEVER POSSIBLE Maintenance Standards ' 1. Any damage shall be repaired immediately. • 2. If concentrated flows are evident uphill of the fence, they must be intercepted and conveyed to a sediment trap or pond. 3. It is important to check the uphill side of the fence for signs of the fence clogging and acting as a barrier to flow and then causing channelization of flows parallel to the fence. if this occurs, replace the fence and/or remove the trapped sediment. • '4. Sediment must be removed when.the sediment is 6' high. 5, if the filter fabric has deteriorated due to ultraviolet breakdown, it shall be replaced. *` 5.4.3.1-2 11/94 • KING COUNTY, WASIiINGTON , SURFACE WATER DESIGN MANUAL 5.4.4 TRAFFIC AREA STABILIZATION Minimum Requirement 4 Unsurfaced entrances, roads, and parking areas used by construction traffic shall be stabilized to minimize erosion and tracking of sediment off-site. Stabilized construction entrances shall be installed as the first stop in clearing and grading. At the county's discretion, road and parking area stabilization is not required during the dry season (unless dust is a concern) or if the site is underlain by coarse-grained soils. Roads and parking areas shall be • stabilized immediately after initial grading. Purpose The purpose of traffic area stabilization is to reducb the amount of sediment transported off-site by construction vehicles and to reduce the erosion of areas disturbed by vehicle traffic.. Sediment transported off-site onto paved streets is a significant problem because it is difficult to • effectively remove, and any sediment not removed ends up in the drainage system. Additionally, sediment on public right-of-ways can pose a serious traffic hazard. Construction road and parking area stabilization is important because the combination of wet soil and heavy equipment traffic typically forms a slurry of easily erodible mud. Finally, stabilization also is an excellent form of dust control in the summer months. When to Install The construction entrance is to be installed as the first step in clearing and grading. Construction road stabilization shall occur immediately after the construction roads and parking areas are graded. Measures to Use There are two types of traffic area stabilization: (1) a stabilized construction entrance and (2) construction road/parking area stabilization. Both measures must be used as specified under 'Conditions of Use for each measure. • 5.4.4.1 STABILIZED CONSTRUCTION ENTRANCE • • • Code: CE Symbol:• I. • Purpose To reduce the amount of sediment transported onto paved roads by motor vehicles or runoff by constructing a stabilized pad of rock spalis at entrances to.construction sites. Conditions of Use 1. Wherever traffic will be leaving a construction site and traveling on paved roads or other paved areas within 1000 feet of the site. • Design and Installation Specifications • 1. See Figure 5.4.4.1A for detail. 2. A separation gootextile shall be placed under the spalis to prevent fine sediment from pumping up into the rock pad. The geotextile shall meet the following standards: Grab Tensile Strength (ASTM D-4751) = 200 psi min. • Grab Tensile Elongation (ASTM D-4632) 30% max. • Mullen Burst Strength (ASTM D-3786-80a) = 400 psi min. • AOS (ASTM D-4751) = 20-45 (U.S. standard sieve size) 3. Hog fuel may be substituted for or combined with quarry spalls in areas that will not be e, used for permanent roads. The effectiveness of hog fuel is highly variable, but it has been Used successfully on many sites. It generally requires more maintenance than quarry spalls. The inspector may at any time require the use of quarry spells if the hog fuel is not preventing sediment from being tracked onto pavement or if the hog fuel is being carried onto pavement. Hog fuel is prohibited from,permanent roadbeds because organics in the sub-grade soils cause difficulties with compaction. • • • t d d t_t 11/94 • KING COUNTY, WASHINGTON , SURFACE WATER DESIGN MANUAL - • 4. Fencing (Section 5.4.1) shall be installed as necessary to restrict traffic to the construction •• entrance. �1 • 5. Whenever possible, the entrance shall be constructed on a firm,•compacted subgrade. This can substantially increase the effectiveness of the pad and reduce the need for maintenance. FIGURE 5.4.4.1A STABILIZED CONSTRUCTION ENTRANCE • • AS PCR KING COUNTY ROAD STANDARDS. DRIVEWAYS SHALL BC PAVED TO THC EDGE • OI or R-O-W PRIOR TO INSTALLATION or INC iy�51Nt'0 sego / DA11AG NG CONSTRUCTION THE T ROADWRANCE AY AVOID �� IT IS RECOWLIENOED THAT THE R = ZS' WIN. Lyf�!ir ENTRANCE BC CROWNED SO THAT • �i1��f RUNorr DRAINS Orr THC PAD 0. INSTALL DRIVEWAY CULVERT If THERE \.`iora&�h�:. ' IS A ROADSIDE DITCH PRESENT. AS NAIIIV �"11.r PER KING COUNTY ROAD STANDARDS \31'4i%Ia��r \�'Viti&i fib{tea 4'-b. QUARRY SPALLS l9;••,y4.._y.g. GCOTCXTILC reVirb �Gllg.; 5 • 12" WIN. THICKNESS ` PROVIDE CULL WIDTH .or r INGRESS/EGRESS ARCA Maintenance Standards 1.• Quarry spalls (or hog fuel) shall be added if the pad is no longer in accordance with the specifications. 2. If the entrance is not preventing sediment from being tracked onto pavement, then alternative measures to keep the streets free of sediment shall be used. This may include ' street sweeping, an increase in the dimensions of the entrance, or the installation of a wheel wash. If washing is used, it shall be done on an area covered with crushed rock, and wash water shall drain to a sediment trap or pond. 3. Any sediment that is tracked onto pavement shall be removed immediately by sweeping. The sediment collected by sweeping shall be removed or stabilized on-site. The pavement shall not be cleaned by washing down the street, except when sweeping is-ineffective and . there is a threat to public safety. If it is necessary to wash the streets, the construction of • • a small sump shall be considered. The sediment would then be washed into the sump. 4. Any rock spalls that are loosened from the pad and end up on the'roadway shall be removed immediately. 5. If vehicles are entering or exiting the site at points other than the construction entrance(s), fencing (Section 5.4.1) shall be installed to control traffic. ••-1 AA 5.4.4.1-2 11194 97 132.200 SECTION X D.R.STRONG Consulting Engineers Dalaver Short Plat Drainage Report T:\.197\1\97132\DRG-RPT.DOC\ Page 21 • 97 132.200 X. BOND QUANTITY WORKSHEET, DETENTION FACILITY SUMMARY SHEET AND DECLARATION OF COVENANT Bond Quantities Worksheet Only required for projects constructing retention or detention facilities. Re: Renton Municipal Code, Section 4-22-12. This Project has no such facilities. Detention Summary Sheet Only required for projects constructing retention or detention facilities. This Project has no such facilities. Declaration of Covenant Only required for projects constructing retention or detention facilities. This Project has no such facilities. • • D.R.STRONG Consulting Engineers Dalaver Short Plat Drainage Report .T:\.197\1\97132\DRG-RPT.DOC\ Page 22 97 132.200 SECTION XI D.R.STRONG Consulting Engineers Dalaver Short Plat Drainage Report 'I':U97\I\97132\DRG-RPT.DOC\ Page 23 97 132.200 XI.MAINTENANCE AND OPERATION MANUAL Not applicable. D.R.STRONG Consulting Engineers Dalaver Short Plat Drainage Report 'I':\J97\I\97132\DRG-RPT.DOC\ Page 24 97 132.200 REFERENCES • D.R.STRONG Consulting Engineers . • 1 KING COUNTY. WASHINGTON, SURFACE WATER DESIGN MANUAL i '----) FIGURE 3.5.1C 2-YEAR 24-HOUR ISOPLUVIALS • • - .,.. . 1,-,,J,PA__Ohts",..41..„,_:i it • . II "NW %V fq -fit , r�, 1LMi iV ' ; (� 41 NUM i- l -- 1'-,,42 .3#wo r tzi v. . 2. 701 •.�iiki lik a `•IR k ...,rs .4 , 1 \. Itfo7ftwirolir\O/P 1411kpz' 29 _ Obt irill .. ..- ` , . Aili., _.V503 1 ..." ri4sir ' Ng r 2 J7A,af- ."°'. ; aal • - n,wifOr. / ' ' V� v =zr.r. ;...400. 01i,....lt_'� ►f tp t. l p S `v1R-"Ikek - .' - 14 R 2,4 # I IIU ON, - ) ,1 111411%%,,tr lit., , . 1, ,./ -= bp , 1 wititt . , or .,_,.., , ... ,,,, ,..., ,,,\_ /. ..,. ,:.,k \ .4 7-_..,44,c4t _ \i Nktr- t - - `" Rail i .." ‘.• • . _Ii '4W. - - , ,-- -No4gor %II: - ----. 1 t . "'ha '' v--v.-"A "X"- -." �ir�% • SITE. J 1 4 q P. :- 7-- — ijr)74 .. otirlik-e-to - 1 .:_wit. ,.. _ ,,,,, 6 tigal , 1 _,= 1/4'AN ....... /:---. f �_ o �t \maim d✓ -S _ / ..._ ........, i , , , Igit&Nii - '6'' . IttatiritME,Pallibillit '. ' • _4r- - 4 ji 1%, i - • '— - le " .•-•• \) - . :,•-• Eli I, ..,.:ming •••=milip"ticiv. i .... .'-- Min 41E1 ' Urikk'. . •- . ....16 - - , 1 ..- pr,-/Fira 1 ,,Iledi cz=.44 IL. 11UP 111 IR --,.1,r , . , , , , _ i.„, ry - -ry ., ,l �� §tifiliiii11-... , .. ..„.., .... imeigEMOyM , • . ..ii '14 _ 1 • cV. ' 'tote Itilvw-__ 4pkooNik i' ., k • Ir„,_fimg .. , _ , kit, ,i, ,.. -0 .. ___,,_ ,,_ ry - MEwAtiWiAL1ILL'' \ _ 2-YEAR 24-HOUR PRECIPITATION NttraMENNIN,.3:4�' ISOPLUVIALS OF 2-YEAR 24-HOUR � �a,,w , 35 ' 1 TOTAL PRECIPITATION IN INCHES • -� ''�� 'c; . ,,�; ,,'t Oi • 0 1 2 3 • 3 6 7 8 Mlles _ 1:300,000 3.5.1-8 1/90 , KING COUNTY, WASHINGTON, SURFACE WATER DESIGN MANUAL FIGURE 3.5.1H 100-YEAR 24-HOUR ISOPLUVIALS • 3 9 -41iiii5V -••• & "I ., 1 ,it,p ... . ,. . . .7. Is A,&,,„„. to 4 -- A /2 ,‘. '"-.7.0mhzie-T • , -161 t 3.4 _.10� lilk * 4. `� I 4, .,t3.,& i iiiiigtw)r AO,'" At 4.... . .. as..y. . 3 Ap.-,animitk v Ame %ilk")) Ili fir 0 °� i �' 1 at A a.9 i . 4.-AdR241..... 404 � -. ggloil liat-V441 '' --y ,,,,,k,..t.,,,,..,,,,t,,,,...„,_,_,„lit, e A, ,i Iii . 1411 C ' Al C-�.�� = S -7,0 '�-rlk 5 IL15 , h ik - lire- #.1 -fo*- soolloorr"6"' -1VareP- itS i 1-,iiNq .Tali , 4e4r, 4111......wIL-- gi-- 44114. • .4 \v4.1444k1‘ ii, i,,,,,_ ., .. ,,, ,,,_,. ...,,„ ,./-4_ ,,,/ A gctel 4 _ 7-iiih-- .•� i\ � _ 011Fr i is i ki; th ;WIFIL _ . - 'cif •. e - SITE _ '-' 1 !A► it el� .►riles\,►\ 1 It • , , ,/ :_..7.),. 1 Ifilltrit elitikIMILLIITIL'. ‘& ' • , /7 lin __ .6.614--ii$ litstialicci withiw.„„v. ...ik,, ... .. i /Alf! ' c,----40011 llaTiiitaalrik Q..-- 1. 1 ink G . �.,,, Plierart*Vv. 4i 1. ii _ a v Ili spl. . : 1. ark- IN; " 4, �Alil 11110 it,,, ,viez ~' s .\ , 4, ..).!L d r�. . , .....,, if irlp=g .. 1i� rwo SI' --_-=.4 Aiiiiph, 4/411 I 01 , iwils �Ga11Ni�1fi mr,fimpoi1 e. 7- r irlptt - ior4 , . #1 tie iLii,i'lifcioillpipi" th. .4" ,_ 1 •kv Ivy'1 Arlir% ganfirdlil ri . , • . , 7_:. ti_11.1.7 (_____ __NWAyAl ' .1 I . co: VIrilsi ': -trA -,„.1- . 24-HOUR PRECIPITATION WarAVSPOWE 100-YEAR Rp4 ,� . 0i : C 3.4�-�ISOPLUVIALS OF 100-YEAR 24-HOU � �� 1/�li5., TOTAL PRECIPITATION IN INCHES Q� 3 ` 0 1 2 3 4 5 6 7 8 Mllespk. '; 3.5.1-13 41P - 1:300,000 1/S • 97 132.200 • E N D F E pc R • , I D.R.STRONG Consulting Engineers ********,******************************************************** City of Renton WA Reprinted: 08/19/97 08 :27 Receipt **************************************************************** Receipt Number: R9705241 Amount: 1, 018 . 56 08/19/97 08 :27 Payment Method: CHECK Notation: #1860 WEAVER Init: LMN Project #: LUA97-118 Type: LUA Land Use Actions Parcel No: 102305-9200 Site, Address : 4217 NE 10TH ST Total Fees: 1, 018 .56 This Payment 1, 018 .56 Total ALL Pmts: 1, 018 .56 Balance: . 00 **************************************************************** Account Code Description Amount 000 . 345 . 81. 00 . 0004 Binding Site/Short Plat 1, 000 . 00 000 . 05L519 . 90 .42 . 1 Postage 18 . 56 • RECFripen AUG 19 •�r; DEVEL-L., CITY OF RENTON