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HomeMy WebLinkAboutLUA00-114 SITE PLAN OF 4.77 COURT NERANO FLAG,TIP. 6'CYCLONE 0+45.44 1.0-1 4'HIGH MIRE . FENCE 0+00 N 88'20'54'W MD-l0 FENCE •_n - - - - _ •�' / -..1 , • I r_-77$4= i- - ,. ilDplp ',i; ``` '111-2 I N T _ - - r 10.310 ( . TRACT`\ I, 1 Ilw'y , 6UFTm SENSITIVE` i L=23.18' w AREA TRACT R 15.Q,g1 i i NUi3 I•f58.5 r58'-{V I' 8 - .. I - • 1.D"DEIVAD(�IZ i I i • r--77,83L-1 + yes `i- a '� antis I1 'MD 7 I n`\ • ``J n�' •.> ' I __ _ 8 ,o EAEIEN.T, i r �• - - nIN a2 m \L\4.50' -- ____1ro-5 �� `Z L=23.�0., P�% -Li a , „„.i BUILDING SETBACKS •• R= -'i `R=15.00' �a 131.56' 62.59'a`� r.,` �'.vilpri,_ FRONT YARD 20' 2�^/0 9 I - I m ' sl; sr N REAR YARD 20' '.1.50' 3sN 88'52'58'W = S+16.21 a s�_ n SIDE YARD =5' I 1'447'53' 0 in i e CORNER SIDE YARD =15' S,4fw` 3`. ``' - 3` o - ````' m $ . 01N- 9' •4 ST . 2gTN o I SE TOTAL PARCEL AREA 204,094 sq.ft. 4.685 acres I �i=61.50'><�� .\` �sta 71.15 68.96' ' 21111111101111 PROPOSED N0.OF LOTS 25 IL= 80 L=23.33' ' I .� PROPOSED ZONING R-8 :... ,,,, •1 1,4' R-1 0-0 r r R=1 00' ``• Al • L=19.7' m Ir s Ft1F • PROPOSED SQUARE FOOTAGES I R=15.Qo''Ai r < . 13 • I a�7-- -_!i-__;A7' I sr_a LOT 1 4,701 sq.ft ---ea I7-B9'4-7"s'3 W 00 P ��1 `� ``.I 1' .�.` '+'25 ';':."1" 1 S T- LOT 2 5,110 s ft �1.D'9DEWAW F _ y o g �� z m LOT 3 4,500 sq.ft. • IN-:: ,;1.__,,' 10 50 LOT 4 4,500 sq.ft. -88'Y2"8"'VI _ _ - ___ LOT 5 4,500 sq.ft r--86-37'-- p--6373,--v1 -i1 Q® _ • ai.,I Y[ y..- s LOT 6 4,500 sq.ft. I 15 \I' SCALE 1'=50' _� �' '�^'S �f'.3':+`"'` LOT 7 5,544 sq.ft. F- -��.,___ \ 1 it LOT 8 4,662 sq.ft. 12--- �- 4 y VICINITY MAP LOT 9 5,420 sq.ft. -I- - 1 -R+7 9'--'I - %i' .Z3 LOT 10 4,640 sq.ft. --8329'--- '- 1 LOT 11 4,641 sq.ft. a• ▪ `.N-88-52`56.-W N-88-52`56^ LOT 12 4,641 sq.ft. _ - ( LOT 13 5,133 sq.ft. 16 r- 35' -r to --8371Y'---, 1 GG LL DA�E_ 2_..IPTION LOT 14 4,599 sq.ft. - °' - - I `ia/ ' LOT 15 4.500 sq.ft. '1, THE EAST HALF OF THE SOUTHEAST QUARTER OF THE SOUTHWEST LOT 16 4.500 sq.ft. • : o • - ,4 0 5 10' QUARTER OF THE SOUTHEAST QUARTER OF SECTION 10.TOWNSHIP LOT 17 4,500 sq.ft. ,,,, { '-✓ 4 3"� '9 o`z� X 23 NORTH,RANGE 5 EAST,WILLAMETTE MERIDIAN,KING COUNTY, LOT 18 4,500 sq.ft. - --8329'-- ' z / V WASHINGTON,EXCEPT THE EAST 90 FEET OF THE WEST 120 FEET LOT 19 5,098 sq.ft. i-- ,N-88'S2'9Ni_Y"'� fJ s9'5z'?, -4 OF THE SOUTH 160 FEET THEREOF,LESS THE COUNTY ROAD. LOT 20 5,443 sq.ft. 0.5'SDIOIIAAo 86:33--� r--BS 73--� LOT 21 6,329 sq.ft. r• EASEMENT os 9DPNAl1( - -'W BASIS OF BEARING LOT 22 4,863 sq.ft. 1,7---j n EJ EMENi --In' ',� LOT 23 4,795 sq.ft. I1 10 --e'- Qy I z HELD N88'21'09'W ON THE SOUTH UNE OF THE SOUTHEAST LOT 24 4,805 sq.ft. - - - - - ..N,-�g•47.57y# �fjis¢ ,(--n P-rT.I• QUARTER,SECTION 10,TOWNSHIP 23 NORTH,RANG E 5 EAST PER LOT 25 5,698 sq.ft. w / N KING COUNTY CONTROL SURVEY BREAKDOWN. TRACT A 19,773 sq.ft. 4 , .L C,-,e., 50.03' 60.01' n`` 1RACT B 3,177 sq.ft. • 8 'S 60.01' N 58'52'56'W , COR.#2119 'r, 3 r II-' I r'� , m ' BRASS DISK IN ROAD AT INTERSECTION OF S.E 128TH STREET AND '••• - It-89'4 3'-'/I/' ti y� I 142ND AVENUE S.E. 'f h' 1 ,'. ELEV=129.972 METERS l-}29 - L=45�.09' ' 8 m \7 n F� I 426.416 FEET aa- e + =29.00'0 4us'-. - -I a _ �4.9-'�I ____ I'L=23.80I I I � --aaz- - R=15.00� '\I DENSITY CALCULATION 4 - _ L-6:05' lt, -ri . SITE AREA 204,094 sq.ft. "MR1-- �'00 L4 BEASL T `espk'1vP. '* NAVD 88 ROADWAY AREA 58,187 sq.ft _ 3 �T_ _y1.77 J 'Y 'N 89'4T53� i'� a 1. IJ�$j$BMFNTATION SENSITIVE AREAS 8,866 sq.ft. t-----� I " __gy2q___ - o t57-1 I I NET SITE AREA 137,041 sq.ft. 3.146 acres - -I J _-A35 - F- -L= .64-'B ry• •MENN 2' •5' :(me;µ ., INSTRUMENT USED: 5 SECOND TOTAL STATION. -��I R=71 09 �� NET DENSITY PROPOSED 25 divided by 3.146=7.9 D,U./ACRE '\ 20 / '�.- ��• w o y BY CLOSED TRAVERSE VATHLOOPS,MINIMUM CLOSURE NET DENSITY ALLOWED 8 DWELLING UNITS PER ACRE I --a34 ' A `Y - _,a ,av �c ,r_ FIELD SURVEY WAS OF LOOPS WAS 1:22,000 IN ACCORDANCE YATH AC 332-130-090. ow L=2,38'� 50.0111 1i •. ,.. ,r IN 89'4 53"_ . .:E i L-283+p. 89.''i 'E E '=71..00'' ¢s;s• rv'R 1-8,:,.._ii.,,.. S�UWE4, OWNERS Mc'DGHE FAMILY PARTNERSHIP '• I., ,N 'REo'N:3 F;I -.US-Y-' q`EADIf J �' 1 . OY///���Lyc�i. 645 SO77 RENTONRECENT R BLVD., I I ' 21 •- I ,J F P_m A 1 .2 .... otP� 6450 SOUTHCENIER BLVD.,SUITE 106 1 �y r"'. - SEATTLE,WA 913188 I {---" 23 a 24 7 :5di �' (206)244-0122 I IFOUND KHAN`� ro _ ll -_-- - .. �` 1 I n AND CAP II o -aJ6-'- .:.] 23. !1] .111 ��_y ,n `t----- _ z ____-__J L_��:v \8.=, '-1,5 k i-`,,¢ Vis3„.3:0041TOBEDEDICATED ?- ----- _ �• 50.02'-�` ,' •`- �' J L . LAND SURVEYOR BAIMA&HOLMBERG INC. - - -�_ _ __ __ 44.`�y�. 100 FRONT STREET SOUTH RIGHT-OF-WAY i �= W`-.M-�?-__.. .,�__� __ •,, - - �R1tPDtF_R 1l/BD/a0� - 'ISSAQUAH,WA 98027 '.% 0.06T M' '+2T'B1--- -'- -{z-CRP- lYvw-� e�A 2 JOB NO.1517-006 (425)392-0250 N 0077:Q6'E INV-428.53 INV-429.05 •o- /{2d I 34ro NE_$TH :�T o-eu -,3' CITY OF RENTON 2642.56' N88'21'09'W(MEAS.) o - DEPARTMENT OF PUBLIC WORKS NOTE: SITE PLAN ALL LOTS ARE TO BE DETACHED SINGLE FAMILY RESIDENTIAL DESIGN® DA 4/1B/Oo , Nq 2 REVISED PER CITY OF RENTON MSH WSH 9/07/00 DRAIN • 1 REVISED PER CITY OF RENTON JEF CJA 8/11/00 DBu SCALE �� rm NO. B6V®0N HT APPA DATE APPROVE, r �,ses 9HINSr OP s I) Nm • z xn'i �_�1; iyw. •se— KILAND RAC nr 6'CYCLONE 0+45 44'20SC'W ^'e FENCE 0+00 4FENCE I - aF tz --- f--�--e� :o� / i',.TRACT',,A y F �� i� � m ® ANEA T6ACT E YVEnt _-, ���:. ..R Z ,. S •``� VICINITY NAP ofz 5 , - )i 00 'E 14 3 3Q ua UQi I 'oE -——_L—_{_� — _ � I 43- --.az__ — 'SVf I / 111 W NOI. TES "S Q\ BETWEEN a JUNE r AND ' Noa ° pli 3. PROPOSED wEgSPOR „ON ROUTES o SN .,ci w w MEASURES OUST n STANDARDS. =E«N_ o NLLT NECESSARILY EYaOONSTRU EN AD SILT FENCING.WATERING AND TEMPORARYSETTLINGPONDS. a43 {I f — 9 i1 --26 11 0_,a t--+--+J ..°. ❑r24-- T''1N - „ o I flir- 1 , Fi An.. I I 122' 2 2s I E%16TWC t m N•! 12 CMP13- . . 1 - _ !: N 00'12'Oli'EV• n. .... © g �12:00' NEYm4TH ST)) IMY_.za05 iiv . 2642.62P Ne61I'09 W`MEAS.) "�.¢w,6t'� 264256' N6821'09-W(MEAS.) — — Imim tI/so/oa Smooth Feed SheetsTM .00'l 14`FP S-jr Use template for 5160® CENTEX HOMES CENTEX HOMES i DANNY L.HILL 2320 130TH AVE NE#200 2320 130TH AVE NE#200 ' i 12526 142ND AVE SE BELLEVUE WA 98005-1752 BELLEVUE WA 98005-1752 RENTON WA 98059-4803 WILLIAM L.NELSON DAVID M.HALE JOHN P.&TERESA A.TROTTIER 12516 142ND AVE SE 12502 142ND AVE SE 14225 SE 125TH ST RENTON WA 98059-4803 RENTON WA 98059-4803 RENTON WA 98059-4831 -!. ! , - - -- - LEONARD L.PIELE III RUTH L.LVNG TRST FIFER RUTH L.FIFER 14309 SE 125TH ST ' 14325 SE 125TH ST 14325 SE 125TH ST RENTON WA 98059-4832 RENTON WA 98059-4832 RENTON WA 98059-4832 I i MAN-LING LAI BENNIE J.&BARBARA J.REID j DEBORAH PHELPS BYERSDORFER 12841 LUNADA PL 14412 SE 128TH ST 22651 SE 56TH ST SAN DIEGO CA 92128-1114 RENTON WA 98059-4813 ISSAQUAH WA 98029-9201 I I DEBORAH PHELPS BYERSDORFER CLEO J.FORGAARD j DONUT SHOP CHUCKS 22651 SE 56TH ST 678 SUNSET BLV NE 14413 SE 128TH ST ISSAQUAH WA 98029-9201 RENTON WA 98056-2807 RENTON WA 98059-4814 CLEO J.FORGAARD CLEO J.FORGAARD MICHAEL L.&DEBORAH R.JOHNSON 678 SUNSET BLV NE 678 SUNSET BLV NE 12832 144TH AVE SE RENTON WA 98056-2807 RENTON WA 98056-2807 RENTON WA 98059-4827 j ROBERT E.LEVY ROBERT E.LEVY RIBERA BALKO ENTERPRISES #414 CENTRAL BLDG #414 CENTRAL BLDG I I PO BOX 68562 SEATTLE WA 98104-1611 i SEATTLE WA 98104-1611 SEATTLE WA 98168-0562 HOWARD BANASKY 1401 N 26TH ST RENTON WA 98056-2552 - ' ; - AVERY® Address Labeils Laser 5160® • • rt Cm (2) 270 n ..- �_ /22/5 - ' 1293.68 ILri 21 0 0 e 2 p • 0 9 mil 0 S.P.477114 ^ (I)/2g3m e l] 50163 (>941 ISO __ BUT- d 0 330.815 15017 is., a W---160==-.=----=... _ 123227 `�11 Z2e W SP.777009 0.3)At. _ (Jj O 100 200 NI n (2) 8 �TEl° ' - 4 Ilan! 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Ir41{ (� 21accr1 Q 030 N • Upm C 4c-�'( Irii W (4) n llfl I. m 11 2433,J243/ 1245/ Q xe 1 J' p lex is, m C 0'E 0 Llxrel 61 (2) (3) �`7 N m l: 0°) )] I69.2!36 2! „ v x]n d ze;SR 776(304 Z J 276.49 �i.Q i90 2`Q M6 :T filar 130.25 150.25 lrJ ]en o, h 6,E \ 9 300.49 3'° �' ]e]• ]n Hl 1 $ '"0.3 ogA• 0.33 A '^ nn Is3.xs ) tai 8 - e g Ix •/67 /2� /60 n O SF 877012 • 330.49 330.49 _ m p • �' Vln. e O • 3l5 f og nl5 1Int. �)_• ' x R go 0.30C 0.33A, "n aar = - (2) r o L$3 1 ; 525 R6rl 89 o} nizx - lJ 5 C�2. . _ �)_.. 7. WnS:i W nr II 4 Z c V S W10 • .. 0O/n3 I l l mm 1x2o Q. - I I J ❑/ ^ I inch a Zoo f.4rt'• 20 • II, • 3 It p„ S �II 0.2sA ;I W1�.8 n6n....1 e� a 2e CO 0 14 2 :; _ $ I2 a2squ II Oma I- n616 27�4 Mho 0 0 • . 90 (I) DI g 0_ Ilxo T 0 50.2 AC•. ®„ C nar7 ,•.e Ipll xvl © 15 ® • 0.41 AG= vy PAC. TEL. 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E2 i:l- _ - N oo v A, 821-- 6fl m e m :: i I 150.145 Z - bl • n I :III 96 ISO® I65 61 49 301 • /9 471 33 Tr 'n C� O:� 165 2729 - - II •• 1211 5635 67 6T 90 3a 89 70I ;`! •n': •23: • d ,� na J Q U 140 60 _ I50 150 300 f F N : 3('n� a o ® I 601.75 (600.01) i 300.01 i Q 11 d W T I Y99 1 -//3 :-0 a 93s r 120 620 67 61 - 90 Bo 'I4 I - 4.96 Ac. 0 1 90 82 72 02 120 3 4 •.2 A ©= ®"= 7el,r 11® m WI O 620653 39 ,® s /7 x s ,® s® .1,;.\= 0 o •••�' 2 72 72 2 17C 'x!'• 0 ,!, 30 279.21 342 • (I) (•59943) • $ I 0 0 m 4.94 Ac. N 9(2) 2 I ,x,I ,,,,8 6 �" V i• m 102-- tw _ 5 /1.27 30a' m 250 ttt' 0 n n n'� •. "� i 1rs J (S•E. 1315T sr.) -J (31 0.6;Ac.�' fi01.75 rs99.es) `"' (...1 .15S 60 H S0 ®- ' ISa S.P.881057 N (I) (2) (3) a _ 92 300.8 ... 19 . M 6'' . ir.l _ 7 r a' /SLJ T N N M .7f. 8 :;''Wi 33 s N 111e• S.P.488038 1.38 AC. - .i a s NI w` .ie. (nn :¢1e: 60 - 0 o I L 2 1 3 16 r,... 150•9'- '� i6�i f CEUARiROVff PAIK DIV. 1 , N 190 '- 133 '- rz 31 �l \ i6683 I _ I ) 60l ISO �u, :.00I ._r 1].: 1 �,' 51 ESM1: 6o.6 !ln 13 es _1 s� sA 310 T I" S.E. 132ND 1227 , 4 S T. • . (CENTRAL AVE.) a" d"1 ,.biar ' ..-liz .-,j am TW ..1€ . � 6'CYCLONE INOn,WuO Fu a FENCE - c :'S:+ I V• 1^`� ! N 88'20'S4 W _ - Y -i � � 60. ,% it ___�- - M4 - ��'�, 3 €_€ - --- ' -- _ 1 �lfi�ifi yr .I„ _ • a., wn-/ 11 ,�j�4 ] QO 2 - - 'll' I. enk7i '7:.�4I . Ir - ,,5. M r 0 58 55 I I VICINITY MAP ..%� ;' �, two-5 ;� ...... 0 .. 0 — aw w L c,a aE --- --J_-J---t _=- -- • e�I �� 5.. o -E!! I I roll nFSCRIPiisj ., ,) ,' THE EAST HALF OF TiE SOUTHEAST QUARTER OF THE SOUTHWEST ., , QUARTER OF 1HE SOUTHEAST QUARTER OF SECT.10.TOWNSHIP .. r '---- ---' 1 ; 23 NORTH.RANGE 5 EAST.WLLAMETTE MERIDIAN.KING COUNTY. OF THE SOUTH 160 FEET THEREOF.LESS THE COUNTY ROAD. sRIN- BAa�OF BF C HELD OF ST 1 1 i_1i 1 ———_L——-� ,----- __- aNTMYY O. R�Y RRE o0�.RANG 6WE.6i PER t--+--+—� -.36. INTERSECT.�sE„6NSTREET ANP s { DARN 426 H6 FEET I la Y 6 ' 9.N„NE R6 I I I INSTRUMENT USED:6=ECNo TOTAL 6TWRON. IR Y WASAS BY wR � P NNM A RE�L�w � ACCORDANCE TMwMi � p ' T - 9" 0. .UP N_ v s N0012'06 E vm O '"*" N.E, 4TH ST INV=6:9.05 _2642.62 N8821'09'W.MEWS.) C, 2642.56' N8821'0W(MEAS) °� I — .9O0U Imews N/so/oo I a 1.2 i5 ,-, , 1oJ 1 BA2'1�. -J 6'CYCLONE 0+45.44 '^0-1 4'xlpf 0 FENCE-\0+00 N 8870'54•W xn-1p _ ]30•54'�N z R�AD �- • aaa4=- -0 0 ©^ /erg H U / xn_2 ^ . T � „y 2 TRACT A ,g 1 20'FUTURE a K 10.31' Bu 5 n n 35'R/W R/W } Z •-•�i SENSITIVE K O O L=23.18' - AREA TRACT 05' 0.5' Z() N R=15. T� $ K'D-3 t�885Y'S6`W 5'I(` 28' 12' S' EASEMEN g^ �2 .... .... .... ••. 20.5'16.5'i i • J -•, 2 o fl a v m .Or m iWD-' lWD-s WD-4/,� SIDEWALK• • K.7.09., / ,! • .50 -5 m L=23 g4\ 4•CLASS R ASPHALT — a _ In R=1500' 131.56'���/ 02.Sg• // 6•CRUSHED ROCK =2T0 ——R=.aso' N eesz'ss•w JERICHO AVE N.E. e••n75Y ROAD B - a ROAD c 6.46: HORZ.1•=20' w .(=29.18!- VERT.1• 2' a o g=61.50'',.., / T1.15' 68.9fi' • o L=23 80' L=23.3\ 14 L=19�T'm R=1390 � r R=13.00' • Q Z o'E - - -- z : R=15 00 n D 3 I n 3 EASEMENT 21'R/l4 21'R/VI EASEWALK co 3 f1-89'4'J'8=1s �I OS' 0.5' II EASEMENT [--1 r__83?9'--, a :.'_SIDEW LKL ENT iA 5' 16' 16' 5' • ,Z _ w-88'S2`5-6.-0 k-88'52`58•-W F W D. -—— 15 . �x =E --�--L� CONCRETE --6- ui \E -—— n 69'n753.-w In 12 4 N Z 4•CLASS B ASPHALT h n nm 83.29'--. r 6•CRUSHED ROCK 4 11 - I CC w Q w_ea'Srse°-W N-88'352'S8'-Yd ROAD A "rLrna RD 16 . 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REVISION BY DATE APPR � Gregg Zimmerman P E,Administrator 5"9 s 41 ROAD r 8 Ers sa o • :»a I E s . v WE 44334 K. .JB6J n " " " s m�wo AVE _�® '`iicv-"Sias"x Be li1 8 8 'oa geiz.> 1 8 g r' a36n :vcs:;a50 �® 4 ® g -u$," r—� I 3557 8 si NP P,1 8'. aa1 as § a 88 i 8: .vcE.ales g uT.oz •.m -i o r, ••8 g .L U8 g .J5 +Jaso FEZ .ERiue Wp AVE xE Lv E1Ev 90 80 445.1 « :F 1 o awls \' w1 4�,' sai 8aM 50 awJ, 44191 .,.:, ® a a9.6' if,' g an L 'o 2 l 88r Fib .de 8M -0. ,i g049 Je i ;12 �rF 44263 m o 1wfS' lIP 88 88A a36 es d g wJ SJ 8 E g aJa39 £ F'& wa.pa =® r E$ Lr �_ �A_ EWE:438 t5 I 's i g 85 81 8t I I,, �<>mm .Je aI i- o;r g a.as 8 l s.1 e nn xE xE g u90 I S i�v e o• wsas 8� I awn 112 13a NT -- s I111W:vcs 8 ririllice as1 az E 047 Y .ae1 ■■ worA ME.a15..1 8 F 8 ..5°, sip =e8 N£ E , s ■as_ ss_ Eli fi s za € s o �YI=+ BvcE wJ J 443 8 4.60 S 88 •iIII .._.• NG 4O S 5.-451.69 151.60 Z Ill ..8."IM 11110062ill ■ �I Ev00 wJ 33 =k■■• - 8 ; __ Ill 1 BvcSoa •mB " WIJ[/q Ny ISLSOND00 e 2p • 6'CYCLONE 0,4544 '^TMI nNa FENCE- N 8820'54'W - FENCE 1PAx.49snnw ax.wAiE6 uNN I .'�� • 5 -- — -68 '%s ; Izi war�9 a a --.\ ,5,TRACT,A ), 1 N99s T— K N °P 9�,sE6 SENSRIVE :!, ' K=O L.) - ANEA TSACT ZU J 'OAT.' i/ - 1 • a a jwo-T • ;1 k \ wY a..35.00 • • r PROPOSM nR r..zo • ,13 3 • ( n 99 0O 3e . _°° - "fir 112- '_�A«aa§E E — —1—� 4 I. z a 9) E. 4f-4 16 ;__- •I' a 1 . 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' • MOM L— 15 '' .-- -.g 0101.41064 41 -L71------r,,_ -, , 1 i2____ __ 4 ; ': 4F....... i____, __+_ 1 ', . . .. , ,, I , -.'-03 4 it E g ;T, . . ; . ,- lig " , I 16 ,-_ p 7,,C G .—--I ,, . . . , •, 1- ''.. 5 ',. -0 , 1 - 52 5:5 8 ----- EVIAll, 1 ,,- ilO-/-1 l' -r z G— I 0a-,S4DEWALX _ r —. L • On,..-178;E. ..'.. :. '' 1 1--'-' 1 0 ,,_-„ .. , reutun.38 1:1...... Ii'.....• , , . II g g n 11 .._ 4.1 --- 0.----. . ..,..- ---1 51 !ici - 9 ,1 8 7 -- 0 ..,a,_ •___,/ ,. i.---, ° — \\F1 F T--- -- i -- -- , cml&I.Ticitg---1,NV:rifAimmaiiiEsmatid..,.. :N atiziliMilM.IirillelliEN fa- 1/4-•, _.--..--„,„;..._7.2. - _-, ;;Mu_ .1 .1,- . / / / — 4-v Al.t , , . 1, 11 liit s, 2r-451mm 1 4 t.s i , ‘-._— clAr—i_ 23 24 I:' I ,...„. 114.42.8.S0 I I i ir 1:li-L- -1:-'.,L4T.:-'2,2 II. -mom ildl 'e:,:"' SZErThg, g b t C C 75,12,0 0 t.01% 0, 138'712 SD ,.,12XY0 -NE IMMO WNW. I 5 5 5 i6g,pqI N88-2109-W(MEAS) — 1..428.00 1391.34.30NERIFY) Di...30 0 QM •32.7.5 re' .^ 5 • �p[yl I ��V� ��.z MG TT. 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WATERING TERINNG AHD cTEMPOR"ARY seADrTu e z--- e,AscMENr - 10 6' eel a I. , .,, '1 151212 ' -r. +54.55 .---' -_ -- se w 19 e 3 . -, ---t--j-- slit.. 65 <- mm w_ dE1�,M[it- 21 Q.*D A .2s 23'E -EA E24 1 I i ma p L-�-�AND CAP \ '- r- - I y , ' '' , �4 z TO RE DEOICAIEDD _ �. -- L --' '�__ ``„` I ,\ l J\ VaUPE .,', z z O RI T-OF- Y,_ 'ilkia 3A•r •1E— ��" ^ F— ¢u _ _ _`-3006' IN N 00'1ZOfi-E _ _ �...y16118.N6N N.E.4TH ST. �" YE 's EwsnNc iz m © � a2:oo• Nv-.z9 Ds 0 0 — " 2642.6z N8621'09-W(MEAS.) ). Yqy�Op D. w 264256' NB821'09-W(MEWS) — 1607621 mo® .11/30/Po § O 4,0 - CITY F RENTON City Clerk Jesse Tanner,Mayor Bonnie I.Walton July 2, 2002 C. Thomas Foster and Gerald L. Stump Langley Development Group 6450 Southcenter Blvd,#106 Seattle, WA 98188 Re: McTighe Final Plat,File No. LUA-02-016, FP aka Honey Brooke Preliminary Plat; File No. LUA 00-114,PP Dear Mr. Foster and Mr. Stump: At the regular Council meeting of July 1, 2002, the Renton City Council approved the referenced final plat by adopting Resolution No. 3577. A copy of the resolution is enclosed for your files. If I can provide additional information or assistance, please feel free to contact me. Sincerely, &) Bonnie I. Walton City Clerk Enclosures CC: Mayor Jesse Tanner Council President Toni Nelson Arneta Henninger,Development Services Division C.Thomas Foster&Maryl C.Foster,20840 SE 118`s St.,Issaquah,WA 98027 1055 South Grady Way-Renton,Washington 98055-(425)430-6510/FAX(425)430-6516 RENTON AHEAD OF THE CURVE This oaoer contains 50%recycled material.30%Dos!consumer ep, 00 , 1 (ti, CITY OF RENTON, WASHINGTON RESOLUTION NO. 3 5 7 7 A RESOLUTION OF THE CITY OF RENTON, WASHINGTON, APPROVING FINAL PLAT (MCTIGHE [AKA HONEYBROOKE]; FILE NO. LUA-02-016) WHEREAS, a petition for the approval of a final plat for the subdivision of a certain tract of land as hereinafter more particularly described, located within the City of Renton, has heretofore been duly approved by the Planning/Building/Public Works Department; and WHEREAS, after due investigation the Administrator of the Planning/Building/Public Works Department has considered and recommended the approval of said final plat, and such approval being deemed proper and advisable and in the public interest; and WHEREAS, the City Council has determined that appropriate provisions are made for the public health, safety, and general welfare and for such open spaces, drainage ways, streets or roads, alleys, other public ways, transit stops, potable water supplies, sanitary wastes, parks and recreation, playgrounds, schools and schoolgrounds and all other relevant facts, including sidewalks and other planning features that assure safe walking conditions for students who walk to and from school; and WHEREAS, the City Council has determined that the public use and interest will be served by the platting of such subdivision and dedication; NOW, THEREFORE, THE CITY COUNCIL OF THE CITY OF RENTON, WASHINGTON, DO ORDAIN AS FOLLOWS: SECTION I. The above findings are true and correct in all respects. 1 RESOLUTION NO. 3 5 7 7 SECTION II. The final plat heretofore submitted and approved by the Planning/Building/Public Works Department pertaining to the following described real estate, to wit: See Exhibit "A" attached hereto and made a part hereof as if fully set forth (The property, consisting of approximately 4.67 acres, is located in the vicinity of NE 4 Pl. and Ilwaco Avenue NE) be and the same is hereby approved as such plat, subject to the laws and ordinances of the City of Renton, and subject to the findings, conclusions, and recommendation of the Planning/Building/Public Works Department dated June 24, 2002. PASSED BY THE CITY COUNCIL this 1st day of July , 2002. 3811-424 - . Zeial Bonnie I. Walton, City Clerk APPROVED BY THE MAYOR this 1 st day of July , 2002. ,, /7-)_:.. , ; „ 004/41ixorut Je Zr anner, Mayor Approved as to form: CetA.Ary.a.,,,p a7/1}4....r."s2„..... Lawrence J. Warren, City Attorney RES.924:6/25/02:ma 2 i RESOLUTION NO. 3577 HONEY BROOKE LEGAL DESCRIPTION THE EAST HALF OF THE SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 10, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., CITY OF RENTON, KING COUNTY, WASHINGTON. EXCEPT THE SOUTH 30 FEET OF THE WEST 30 FEET THEREOF FOR ROADWAY AND EXCEPT THE SOUTH 42 FEET OF THE EAST 300.28 FEET THEREOF FOR ROADWAY 140TN AVE 8.E. _ • "1 — —xovert rxerTxLw+—T— o•e Ijil fi.2BII228.39$p23aII4CRaldi ecell5i 0 4gi Piiiiiiiti111111111112; Rik' 8 . I Ea Gt "sllli§aggg11ae1111esl1 mm" s a w , RII i viz _ :!I!,1 z " mn I.I1 + J0 11. ar 11 � b. 5.05 .ceY007,QY L ,; a � TRH s Q illAtii `� • . '-''' I 4 0441'pi 1- I 4 04 4 a 41&4 14 4 24111t, ti J.. I 1:i asQ + s y 1Ie., i Z .... 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(532•1) • I(I) . ? -... el :2. 2. •.--- k :... II''i z 4.P.C. .) f... SJ 6 zi 5 0 1 -- I ----,1,, ^ (31 0.67 Ac ` - r.. ”.-0 64,.?! f!1.1.I3 1 ,-i.,.... I g F. 0 ISO I t5, u ;B. _ . -i-, '.!• 1 5 -.3 r-- • I! I -- . ifg. _ 7 F..Li - 8 ..: • _ 7.7, 1.,P.r5 WI .. i. LE) . ii - 1311s1617" .. 1 S.R 4E3013 I.3e•A c.''-' - - 0 I ..-:: cEDa‘fiGROVE PARK DIV. IL':;;, :,-• i-3 ._ @ -1 t'T. : g I ISo ".... o 7: S.E. 132ND S T. .a P. (CENTR.f.i.47E.) : I e. •• CITY OF RENTON Planning/Building/Public Works MEMORANDUM DATE: April 2, 2001 TO: Paul Lumbert COPY: File FROM: Elizabeth Higgins SUBJECT: McTighe Preliminary Plat, LUA00-114 I have reviewed the revised preliminary plat plan for the above-referenced project. My understanding is that in order to increase the size of the storm drainage facility, adjustments to the streets and lot lines were required. It appears that eight of the lots increased in size, eight lots would now be smaller in size, and nine lots remain the same size as when originally approved. No lots are below the minimum size for the Residential 8 Zone. Although the setback lines are not shown on the plan, they must conform to the Development Regulations and will be reviewed with individual building permits. All lots meet the minimum lot width and depth requirements. The minimum twenty-five foot wetland buffer has been maintained. All street widths have been maintained. Considering the above, the changes are not significant in terms of the planning and preliminary plat approval, and you may, therefore, proceed with the engineering review. McTighememo.rtf\ . , . CITI ,3F RENTON City Clerk . . Jesse Tanner,Mayor • .. . . .._. 1 . - / Marilyn J.Petersen December 19, 2000 Shupe Holmberg ' Baima&Holmberg 100 Front St. ' Issaquah, WA 98027 , . . Re: McTighe Preliminary Plat; PPOO-114 Dear Mr. Holmberg: • - , At the regular Council meeting of December 18, 2000, the Renton City Council approved the referenced preliminary plat subject to the conditions outlined in the hearing examiner's recommendation, dated November 13;2060: Pursuant to RCW, a final plat -'- • , , .. • meeting all requirements of State lai.,v and Renton Municipal Code shall be submitted to ‘. the City for approval iVithinfiVe..years of the date of preliminary Plat approVal. • If I can provide additional information or assistance,please feel free to call. - :, ' : •,. -,, ',..•`..--_ •.- , ...•: ::-..-- , ..:. '.•:-. ,2'. - . , . J Sincerely, . - . , . , . . . ,.: .. -.. - , Maril City Clerk/Cable Manager - .. , . cc: Mayor Jesse Tanner . -. - : Council President Randy.corrnan . Elizabeth Higgins, Project Manager . . Fred Kaufman, Hearing Examiner : • _ . - = . . . . . -. . . , . . . , - . . . . . _ . , - 1055 South Grady Way- Renton, Washington:98055 - (425)430-6510 /FAX(425)430-6516 This oaoer contains 50%reC;Cled material.20%'DOsiCOnsuMer D cember 18,2000 Renton City Council Minutes Page 450 Intent to Annex for the proposed Honey Creek East Annexation; approximately 28 acres located west of Union Ave.NE and south of Sierra Heights Elementary School. Council concur. EDNSP: Main Ave S Parking Economic Development,Neighborhoods and Strategic Planning Department Lot Lease,Taylor's Auto Body requested approval to lease a portion of the City's public parking lot located on Main Ave. S. in the amount of$360 per month to Taylor's Auto Body for employee parking on a month-to-month basis. Refer to Finance Committee. EDNSP: Retail Brokerage Economic Development,Neighborhoods,and Strategic Planning Department Services for Pavilion Building, recommended approval of a contract with CB Richard Ellis for retail brokerage CB Richard Ellis services to lease the Pavilion Building for retail use. Refer to Committee of the Whole. Airport: Renton Chamber of Executive Department recommended approval of changes to Addendum#2 to Commerce Lease Extension LAG-61-633,an extension to the agreement with the Renton Chamber of (LAG-61-633) Commerce to lease space at the airport,approved by Council on 11/13/2000. Council concur. (See page 451 for correspondence regarding this matter.) Fire: King County Emergency Fire Department recommended approval of a lease with King County Medical Services Lease at Emergency Medical Services in the amount of$705.93 per month plus Station#14 escalation clause,to continue to lease space at Fire Station#14 located at 1900 Lind Ave. SW to house a paramedic unit. Council concur. (See page.453 for resolution.) Plat: McTighe,NE 4th St(PP- Hearing Examiner recommended approval,with conditions,of the McTighe 00-1141 Preliminary Plat;25 single family lots on approximately 4.685 acres located on NE 4th St.,between Hoquiam Ave.NE and Jericho Ave.NE(PP-00-114). Council concur. Transportation: I-405/NE 44th Transportation Systems Division recommended approval of Supplement No. 2 St Interchange Preliminary to CAG-00-103,agreement with Entranco,Inc., for the I-405/NE 44th St. Design,Entranco Interchange Preliminary Design in the amount of$296,953 for revisions to the existing scope of work to accommodate changes in the project configuration. Refer to Transportation Committee. Parks:Water Line City Attorney Larry Warren requested that the item regarding,the construction Construction through Gene agreement with SECO Development to conduct work in Gene Coulon Park, Coulon Park, SECO associated with the Southport Development which was pulled.from the agenda Development two weeks ago,be brought back to the Council for approval. Explaining that the item was originally referred to Council because there was a permanent easement through Gene Coulon Park,Mr.Warren said the agreement now has a two month temporary construction easement. MOVED BY CORMAN, SECONDED BY CLAWSON,COUNCIL ADD ITEM REGARDING THE CONSTRUCTION AGREEMENT WITH SECO DEVELOPMENT TO THE CONSENT AGENDA. CARRIED. Added Item 8.k. Community Services Department recommended approval of a contract with Parks:Water Line SECO Development to allow SECO to begin construction of a water line to Construction through Gene serve the former Shuffleton site, a portion of which passes through Gene Coulon Park, SECO Coulon Park. Council concur. Development • MOVED BY CORMAN, SECONDED BY CLAWSON,COUNCIL APPROVE THE CONSENT AGENDA AS AMENDED TO INCLUDE ADDED ITEM 8.k. CARRIED. t CITY OF RENTON COUNCIL AGENDA BILL Al #: •(, • SUBMITTING DATA: FOR AGENDA OF: Dept/Div/Board.. HEARING EXAMINER P . /8 Afrv-t) Staff Contact... Fred J. Kaufman, ext. 6515 AGENDA STATUS: Consent XX SUBJECT: Public Hearing.. McTighe Preliminary Plat Correspondence.. File No. LUA00-114,PP Ordinance Resolution Old Business.... EXHIBITS: New Business.... Study Session... Hearing Examiner's Report and Recommendation Other RECOMMENDED ACTION: APPROVALS: Legal Dept Approval of Hearing Examiner's Recommendation Finance Dept.... Other FISCAL IMPACT: N/A Expenditure Required... Transfer/Amendment.. Amount Budgeted Revenue Generated... SUMMARY OF ACTION: The Hearing Examiner's Report and Recommendation on Dykeman Preliminary Plat was published on November 13, 2000. There were no requests for reconsideration and the appeal period ended on November 27, 2000. The Examiner recommends approval of the proposed preliminary plat, subject to the conditions outlined on page 7 of the Examiner's Report and Recommendation. This office notes that the conditions placed on this project are to be met at later stages of the platting process. STAFF RECOMMENDATION: Staff recommends approval of the McTighe Preliminary Plat November 13,2000 OFFICE OF THE HEARING EXAMINER CITY OF RENTON REPORT AND RECOMMENDATION APPLICANT: McTighe Preliminary Plat Shupe Holmberg Baima&Holmberg File No.: LUA00-114,PP,ECF LOCATION: NE 4th Street,between Hoquiam Ave NE and Jericho Ave NE SUMMARY OF REQUEST: Subdivide an approximately a 4.685 acre property into 25 lots suitable for detached,single family houses. SUMMARY OF ACTION: Development Services Recommendation: Approve with conditions DEVELOPMENT SERVICES REPORT: The Development Services Report was received by the Examiner on October 19,2000. PUBLIC HEARING: After reviewing the Development Services Report,examining available information on file with the application, field checking the property and surrounding area;the Examiner conducted a public hearing on the subject as follows: MINUTES The following minutes are a summary of the October 24,2000 hearing. The legal record is recorded on tape. The hearing opened on Tuesday,October 24,2000,at 9:10 a.m.in the Council Chambers on:the.seventh floor of the Renton City Hall. Parties wishing to testify were affirmed by the Examiner. The following exhibits were entered into the record: Exhibit No. 1: Yellow file containing the original Exhibit No.2: Site Plan Application,proof of posting,proof of publication and Other documentation pertinent to this request Exhibit No.3: Topographical Map Exhibit No.4: Horizontal Control Plan Exhibit No.5: Grading Plan Exhibit No.6: Drainage Plan Exhibit No.7: Road Profile Exhibit No.8: Utilities Plan • Exhibit No.9: Sewer Profile Exhibit No. 10: Tree Cutting and Land Clearing Plan Shupe Holmberg Baima&Holmberg McTighe Preliminary Plat File No.: LUA-00-114,PP,ECF November 13,2000 Page 2 Exhibit No. 11: Construction Mitigation Plan Exhibit No. 12: Vicinity Map Exhibit No. 13: Zoning Map The hearing opened with a presentation of the staff report by ELIZABETH HIGGINS, Project Manager, Development Services,City of Renton, 1055 S Grady Way,Renton,Washington 98055. The property is located in northeast Renton. It fronts on the existing NE 4th St. It will require continuation of an existing City of Renton road,Jericho Ave NE, from the SE corner of the property north to the northeast property corner. The property is zoned R-8,which allows single family residential development at densities between five and eight units per net acre. The property is in an area that was annexed to the City of Renton in 1999. The north property line bounds on the unincorporated King County area. To the west is property zoned to R-10,and on the east is property zoned R-5. The proposal is for subdivision of approximately 4.685 acres into 25 lots suitable for single family homes. The lots would range in size from 4,500 square feet to 6,329 square feet. This property would have a density of just below the maximum of 7.98, deducting the wetland area and the public streets. The wetland,which borders on the north property line,has been classified by wetland biologists as a Class III wetland. A 25-foot buffer has been proposed around the wetland. Access would be primarily from a new street,Jericho Ave NE,which intersects with NE 4th at the southeast corner of the property. There is also a connection to a new east-west road that is coming through the new development to the west. Additional streets would connect with those two streets. Modification of City street standards has been requested to reduce the typical 50-foot right-of-way to a 42-foot right-of-way. That modification has been approved. There has also been a request to not have a sidewalk on the wetlands side of Road B, and that has been approved as well. There would be sidewalks on the other streets. There are some existing structures on the site that would be removed. Approximately 2,500 cubic yards of fill would be required for site construction. On September 26,2000 the Environmental Review Committee(ERC)issued a Determination of Non-Significance-Mitigated. The appeal period closed on October 16,2000,with no appeals having been filed. Ms.Higgins reviewed the mitigation measures imposed by the ERC. The first set of mitigation measures relate to erosion control. These have been put on the property because of a history of downstream surface water control issues. Due to downstream flooding and erosion problems, staff recommends a SEPA condition requiring that the project comply with the latest King Country Surface Water Design Manual. The applicant shall install a silt fence along the downslope perimeter of the area that is to be disturbed. Shallow drainage swales shall be constructed to intercept surface water flow and route the flow away from the construction area to a stabilized discharge point. The project contractor shall perform daily review and maintenance of all erosion and sedimentation control measures. Weekly reports on the status and condition of the erosion control plan with any recommendations of change or revision to maintenance schedules or installation shall be submitted by the project Engineer of record to the public works inspector. The following mitigation measures imposed by the ERC relate to water service,which in this area is provided by Water District 90,not by the City of Renton. The applicant shall provide field-tested certification that a fire hydrant with 1000 GPM fire flow is located within 300 feet of all new single family structures. The applicant shall pay applicable Transportation Mitigation fees at the rate of$75.00 per each new weekday trip attributable to the project. The applicant shall follow the mitigation recommendations of the traffic engineer in his report,• "Traffic Study for a 26 Unit Single Family Residential Development,June 14,2000." At the time of the traffic study,the applicant was proposing 26 lots on the development. The applicant shall pay the appropriate fire and parks mitigation fees. The applicant shall follow the recommendations of the geotechnical engineers and the wetland biologist. 1 Shupe Holmberg Baima&Holmberg McTighe Preliminary Plat File No.: LUA-00-114,PP,ECF November 13,2000 Page 3 The Examiner asked how the wetland would be maintained in its integrity. Ms.Higgins responded that the wetland would be maintained from the north in the manner that it has been. When the property to the north is developed,the recharge of the wetland would have to be considered. The Examiner stated that the Comprehensive Plan suggests using and working with the natural contours of the land, including the wetland, and saving trees if possible. He asked why the natural topography of the site could not be used. Ms.Higgins responded that it may depend on the type of housing that is going to go on the project and the size of the lots. Typically,to preserve trees a larger lot is required in order to place a building"footprint" around the tree. Changing the elevation around trees usually results in killing the tree unless tree wells are placed around them,and that takes more site area. • Concluding her review of the mitigation measures imposed by the ERC,Ms.Higgins stated that the applicant shall draft and record a maintenance agreement or establish a Homeowners'Association for the maintenance of all common improvements, including utility easements,rights-of-way, stormwater facilities,recreation area,and wetland and buffer tract. Roads having paved area of 28 feet would be signed on one side of the street as"No Parking." The Examiner asked if the two east-west roads on the site will ultimately proceed to the east of if they will be T intersections. Ms.Higgins responded that Jericho Ave is not being developed to its full width in anticipation of the property to the east being developed at some point. The northernmost east-west road would be required to be continued on through the development to the east if it is appropriate given the development plan for the adjacent property and the site conditions. The intention of the City is to maintain the grid pattern of our streets as much as possible. Ms.Higgins reviewed the criteria.that=wil•l be used in reviewing the appropriateness of the preliminary plat plan. The first section relates to the Comprehensive Plan policies and objectives. The intention of the housing element of the Comprehensive Plan is to protect and enhance residential single family areas and encourage reinvestment and rehabilitation,resulting in quality neighborhoods. The proposed project meets the aspects of this objective in the following ways: By representing an investment in what is now unutilized land,and by providing a greater use of urban services and infrastructure. Other aspects of the objectives such as protection and enhancement of the neighborhood,rehabilitation resulting in quality neighborhoods and improving opportunities for better public transportation are met to a somewhat lesser degree. Relating to the issue of public transportation,this project is being asked to work with the development to the west and the Metro Public Transportation System to have a coordinated public transportation stop in front of the development. The policy is to have net development densities fall within the range of five to eight dwelling units per acre. This project does that,with a density of 7.95. The minimum lot size is 4,500 square feet. The lots currently proposed are 4,500 square feet or above,with the average lot size being 4,900 square feet. Development standards require the maximum building height in an R-8 zone be two stories or 30 feet. In terms of fitting into existing neighborhoods,this is an area that is seeing a lot of transition at the present time. The property to the west is being developed,but at a higher density. The property to the east has been annexed into the City,and would be developed at a lower density unless the zoning is changed at some time in the future. Policy is to Shupe Holmberg Baima&Holmberg McTighe Preliminary Plat File No.: LUA-00-114,PP,ECF November 13, 2000 Page 4 preserve distinctive stands of trees,natural slopes and maintain the neighborhood character. Unfortunately, it may be necessary to remove all of the trees and grade the slopes. The plan is consistent with the transportation,housing and environmental elements of the Comprehensive Plan. In terms of the underlying zoning designation, it complies with the subdivision regulations for lot arrangement, lot size,and property corners at intersections. The access and the street pattern have been approved by the City. The impact on public services will be typical of a development of this nature. Services will be provided by the City of Renton, with the exception of water,which will be provided by Water District 90. Staff recommends approval of the preliminary plat with the additional conditions of compliance with the ERC Mitigation Measures and that a restrictive covenant be placed on Tract"B" limiting its future use to "open space". Shupe Holmberg,Baima&Holmberg, 100 Front St,Issaquah,WA 98027 stated that they are in agreement with the conditions imposed on the development of the subdivision and will abide by those conditions. He explained that many of the trees on the property are within what will be rights-of-way after development. Those trees will have to be removed. The site grading will be fairly minimal,as most of the site is relatively flat.Where the property connects to NE 5th St,there will be a grade of approximately 10% as it transitions down to the flat area of the site.The reality is that with higher densities and smaller lots, it is difficult to retain existing trees and not create a dangerous situation. We have proposed trying to save some of the trees in the center of the site and the trees within the sensitive area tract will be retained,but on the remainder of the site the trees will come out. Paul Lumbert,Plan Review Section,Development Services Division, City of Renton, 1055 S Grady Way, Renton,WA 98055 addressed the issue of increased traffic at the intersection of Hoquiam (or 142nd)and N 4th St. The only change that will occur is that there might be some additional traffic to the LOS F,which is the southbound left turn lane. The majority of the traffic that is southbound on Hoquiam(142nd)would probably enter the plat by turning into it on N 5th St. Traffic could be increased going westbound.on 4th St and impact that intersection,however. Kayren Kittrick,Development Services Division,City of Renton, 1055 S Grady Way,Renton,WA 98055 stated that the ERC wants a fourth leg installed on the signal at the intersection of Jericho and N 4th St. The existing signal has only three legs. A fourth leg would allow people from the Windsong Subdivision and from Hoquiam (142nd)to come through 5th down to Jericho and have a controlled left hand turn. Concerning recharging of the wetland at the north of the project Ms.Kittrick stated that the wetland is apparently only being recharged from the north. The stormwater report was very specific in that all water is to be collected on the low side before being sent into an encumbered system,which is the creek that runs through the golf course. The neighbors are fairly sensitized, and will be watching carefully. This is why very exact erosion control measures were detailed out by the ERC. Mr.Holmberg stated the applicant has indicated that playground equipment would be put in the designated recreation area. The Examiner called for further testimony regarding this project. There was no one else wishing to speak, and no further comments from staff. The hearing closed at 9:58 a.m. FINDINGS,CONCLUSIONS&RECOMMENDATION Having reviewed the record in this matter,the Examiner now makes and enters the following: Shupe Holmberg Baima&Holmberg McTighe Preliminary Plat File No.: LUA-00-114,PP,ECF November 13, 2000 Page 5 FINDINGS: 1. The applicant, Shupe Holmberg,filed a request for approval of a 25-lot Preliminary Plat together with two tracts. 2. The yellow file containing the staff report, the State Environmental Policy Act(SEPA)documentation and other pertinent materials was entered into the record as Exhibit#1. 3. The Environmental Review Committee(ERC),the City's responsible official, issued a Declaration of Non-Significance-Mitigated(DNS-M)for the subject proposal. 4. The subject proposal was reviewed by all departments with an interest in the matter. 5. The subject site is located on the north side of NE 4th Street between Hoquiam Avenue NE on the west and Jericho Avenue NE on the east. NE 4th Street is SE 128th in King County. The subject site is on the eastern edge of the Highlands area of the City. 6. The subject site is approximately 4.685 acres in area. The parcel is generally rectangular. The subject site is approximately 628 feet long(north to south)by approximately 350 feet wide. 7. The subject site has gently rolling terrain with no regulated slopes on the subject site. 8. The subject site was annexed to the City with the adoption of Ordinance 4760 enacted in April 1999. 9. The subject site is currently zoned R-8 (Single Family- 8 dwelling units/acre). 10. The map element of the Comprehensive Plan designates the area in which the subject site is located as suitable for the development of single family uses. 11. The subject site contains two residential structures. These structures will be removed. 12. The applicant proposes dividing the subject site into 27 parcels. There would be 25 single family lots and two tracts. Tract A, in the north central portion of the subject site, contains a Class III wetland that will be protected by a buffer. Tract B along the northwest edge of the subject site would be open space. 13. The lots range in size from 4,500 square feet to approximately 6,329 square feet. Seven of the lots would exceed approximately 5,000 square feet with the remaining lots between 4,500 and 5,000 square feet. Tract A is 19,773 square feet while Tract B would be 3,177 square feet. 14. Two lots,Proposed Lots 1 and 2,would be located in the northeast corner of the plat. An interior block of eleven back-to-back lots would be created in the east central portion of the site(Proposed Lots 3 to 13). There would be a tier of five lots,Lots 21 to 25, along the south boundary of the site. Another tier of seven lots,Proposed Lots 14 to 20,would be aligned along the western property line. • 15. In order to prepare the site for the building pads and the new roads the applicant will clear most of the vegetation from the site. There will be a buffer maintained around the wetland. Shupe Holmberg Baima&Holmberg McTighe Preliminary Plat File No.: LUA-00-114,PP,ECF November 13,2000 Page 6 16. The applicant will be developing 42 foot wide streets rather than the code required 50 foot wide streets. Road dimensions are determined by the Director administratively. 17. A new street, Jericho Avenue NE,will be developed along the eastern edge of the site and run to the north property line. Two east-west roads will be developed that intersect Jericho from the west. These two east-west roads will be connected by a north-south leg and form an internal loop road. The northernmost of these roads will continue curving to north and west again before connecting to a new road at the western edge of this plat. This northerly east-west road curves to the north and west to meander around the wetland and its buffer. 18. Development of 25 single family homes will generate approximately 239 vehicle trips per day(based on approximately 9.55 trips per dwelling). It is anticipated that approximately 10%of the traffic trips will occur at each of the morning and evening peak hours. The ERC imposed mitigations measures for fee generation as well as from the applicant's traffic report to deal with turning movements along 4th. 19. The development of the subject site will generate approximately 11 school age children. These students would be spread among the different grades. The Renton School District indicates they have adequate capacity to serve this development. 20. The two separate tracts are not intended to be a buildable lots. Tract A contains the wetland and Tract B contains open space proposed for some form of recreation. 21. The City will provide sanitary sewer service. Domestic water will be provided by Water District 90. 22. The ERC imposed additional detention requirements since there are downstream problems. There will be a vault to contain storm water and control its release rates. CONCLUSIONS: 1. The proposed plat appears to serve the public use and interest. The applicant has preserved and protected the existing wetland. The roadway system has been designed to meander around the wetland and yet provide a semblance of the grid pattern to the streets serving the plat and surrounding area. 2. The ERC imposed conditions to avoid exacerbating drainage problems down stream. Storm water will be contained and diverted to avoid excessive flows. As with most of the newer plats in the R-8 zone, the density of development and the need to create building pads and streets means that most of the vegetation will be removed from the subject site. In this case the wetland area will remain undisturbed. 3. The proposed plat will provide additional housing choices in an area in which urban services are provided or can reasonably be provided. 4. Development of the site will introduce additional noise and population. 5. The applicant will be making some improvements to help traffic flow and be developing the new roads in the plat, as well as paying a traffic mitigation fee. Since the extension of Jericho Avenue will create additional traffic at the northeast corner of the plat, if that road is intended to be extended and handle through traffic in the future,the applicant shall erect a sign at the end of it informing potential residents of that possibility. Shupe Holmberg Baima&Holmberg McTighe Preliminary Plat File No.: LUA-00-114,PP,ECF November 13,2000 Page 7 6. The proposed plat will have a density of 7.95 dwelling units per acre,and that meets the Zoning Code and Comprehensive Plan requirements. The plat provides reasonably rectangular lots and lots that meet the dimensional requirements of code. 7. The plat shall contain language acceptable to the City Attorney regarding the fact that both Tracts A and B are wetland and recreational open space respectively and development of them is precluded. 8. In conclusion,the proposed preliminary plat should be approved by the City Council subject to the conditions noted below. RECOMMENDATION: The Preliminary Plat is approved subject to the following conditions: 1. The applicant shall comply with the conditions imposed by the ERC. 2. The plat shall contain language acceptable to the City Attorney regarding the fact that both Tracts A and B are wetland and recreational open space respectively,and development of them is precluded. 3. If Jericho Avenue is to be extended as a through street,then the applicant shall erect a sign that clearly informs potential residents of this possibility. ORDERED THIS 13th day of November,2000. AL-- FRED J.KAUUIAN HEARING EXAMINER TRANSMI.F1 bD THIS 13th day of November,2000 to the parties of record: Elizabeth Higgins Shupe Holmberg Virginia S.McTighe McElroy 1055 S Grady Way Baima&Holmberg 13417 SE 151st St Renton,WA 98055 100 Front Street Renton,WA 98058 Issaquah,WA 98027 Kayren Kittrick Darwin M.McTighe John R. McTighe 1055 S Grady Way 1717 Garnette Dr 24929-267th Ave SE Renton,WA 98055 San Luis Obispo, CA 93405 Ravensdale, WA 98051 • Paul Lumbert James L.McTighe Janice Berry 1055 S Grady Way 29820 SE Issaquah-Fall City Rd PO Box 396 Renton, WA 98055 Fall City,WA 98024 Ravensdale,WA 98051 Shupe Holmberg Baima&Holmberg McTighe Preliminary Plat File No.:LUA-00-114,PP,ECF November 13, 2000 Page 8 TRANSMITTED THIS 13th day of November,2000 to the following: Mayor Jesse Tanner Gregg Zimmerman,Plan/Bldg/PW Admin. Members,Renton Planning Commission Neil Watts,Development Services Director Larry Rude,Fire Marshal Sue Carlson,Econ.Dev.Administrator Lawrence J.Warren, City Attorney Larry Meckling,Building Official Transportation Systems Division Jay Covington, Chief Administrative Officer Utilities System Division Councilperson Kathy Keolker-Wheeler South County Journal Betty Nokes,Economic Development Director Pursuant to Title IV, Chapter 8, Section 100Gof the City's Code, request for reconsideration must be filed in writing on or before 5:00 p.m., November 27,2000. Any aggrieved person feeling that the decision of the Examiner is ambiguous or based on erroneous procedure,errors of law or fact,error in judgment,or the discovery of new evidence which could not be reasonably available at the prior hearing may make a written request for a review by the Examiner within fourteen(14)days from the date of the Examiner's decision. This request shall set forth the specific ambiguities or errors discovered by such appellant,and the Examiner may, after review of the record,take further action as he deems proper. An appeal to the City Council is governed by Title IV,Chapter 8, Section 110,which requires that such appeal be filed with the City Clerk,accompanying a filing fee of$75.00 and meeting other specified requirements. Copies of this ordinance are available for inspection or purchase in the Finance Department,first floor of City Hall. If the Examiner's Recommendation or Decision contains the requirement for Restrictive Covenants,the executed Covenants will be required prior to approval by City Council or final processing of the file. You may contact this office for information on formatting covenants. The Appearance of Fairness Doctrine provides that no ex parte(private one-on-one)communications may occur concerning pending land use decisions. This means that parties to a land use decision may not communicate in private with any decision-maker concerning the proposal. Decision-makers in the land use process include both the Hearing Examiner and members of the City Council. All communications concerning the proposal must be made in public. This public communication permits all interested parties to know the contents of the communication and would allow them to openly rebut the evidence. Any violation of this doctrine would result in the invalidation of the request by the Court. The Doctrine applies not only to the initial public hearing but to all Requests for Reconsideration as well as Appeals to the City Council. • • • • • • 1`,I I r pIl E. 770 P. n (2) '11ne I S it: . 0 e' $ ,® J3 . .S.R 477114 � (I)/ 1S lotb] 370.013 Hatt ---- __ • W03 z W---11a I271.21 00 WI SP7770o9 0.31 Ac.�2 U) ❑ loa too N� . — • • Mel «aatq Si • 49 Z�r n -r. 1JVI-=.' n0 313 (q2 < _ .u! to 31070 ® Joarr , L `� ® ® - . II 0.46 I{(L-.�y�p, Q 2:ex... 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I •__ i d0 __ — ----- - - - • • 1 Ft 4 • 3!; IlVisr . • KRY10 R.a M. 6'CYCEONE 0,,!„ •wrb b-' ~'pieMR� t< fEN[C10100 N bB'i0'SI•N lJD SI, O ZZQ — Jea'a-IOCdRBA�E61@JIll.� M `/ �t jf CC • o 0304,1,11..... gs ' iii, i• - -I .Wa I I . a '";;•"..':;.,.. v'Y W f • �• ..I— _�_---— AP rY_I Ol..fx.Mv,Ym, . Sint P. ROAD 8 6 .• .r wZ $S I I .1. 8!i ..a t4''- • r ;" = 1 E" z.-xs; -, ,s 13 3 •• n 0nou ��'•7 Y� I ••, W/».Mel _I. _• •IA4XKwr• Ai tap u"KI w I ,.I. a» �., a — .n' ,aW MwaM.W V • �::.l+l'eI 'i IEmO F— L � _7 12 ,. 4 il I '- 11 5 •,. 0 II sli[M.u.y t / ES 1 lil • i • ._____' aya,.Ww -- aka i.‘.-'it:-.,, '- \f — I _ _ _ r W g @ - 7 I II - . I ' 0I nssEu 20 _ .'I 7--:: j .11, , _ iaeE�s..y.. �sA. / '.r gd=. 4F :.`.�.'Tf,rNe 1p 1 Ol •II i.:l fnNOM1'. -'.[C , -"--.e.RKK• • IA:A."' ' . I.M.W 21 II I .eam r�vaM»'' -_. _ 23 24 `-a'n. .:40 , '� .�SL.y""b l • ' I I I I AMUM3', �• ' ._B/Elt[ • ,/N.aftW Ewf'M. 'm. N:Am.' ]'06•C Mv., ,.�i 0 0 _..—_ _•- ......—_rs-IY o•aAa m '>•'-q'>D J7:OO...._ •wa.e' F F — — — -N66T10➢N{Nca3)—— -�� ova>• g p .x:•'.K 1 b N66'II'0/'r,j*3. MS a»'R.A�Y) tl YYY -w.» -- 1 . b I I iC I✓'L/4114 u)r 4.77 COURT • 'IIWN TUC.M. _ 6'CYCLONE 0+45.44 iv-I •'HMI WRE FENCEl0e00 / N 8 O'51•W .9-19 I[KOL . - - - __ -•JRA •d - - . r- Zy TRACT',,A )$ 1 L•2Y.ie' (t� ,•, f i AREA TRACT, .0,� t}atisP5e•W $ "` .J� l- R.15 q01' q .-�•�r 'i/ t 1 ♦ tt// "r1'>D'' ••d- 1.e•s.,.IA : r--77.61'._1 . o`; n I A I. . [�i L..tr.U1� [AYY[Mii , II ` 11 • `,, 3 tr. • • .•ems \L•36.09'.. -.0-5 -5.23.d .``4,,• RBUILDINGSCTBACKS I6259'• p `. flTTi 1 L•2,40 / SN621 • yn 5- - - ' N 6e57'S6•W /N YARD .15 TOTAL PARCEL AREA 201,091 aq.11. 1.685 ocres I (t 61.50 _, L.2 e0' 7115' •. 6896' � • ' lwPROPOSED NO.OF LOTS 25 L.2333PROPOSED 20MNG R-6 .i(i �i1 C S , R.5�00 r R.i.�.OD, �, . • _25 i la L-19.�T m • _P IIPROPOSED SQUARE FOOTAGES i / R1P0 Is 13 .n' t,LOT 1 4.701 sq11 In. - - N- r3•YI 5 00 [l. s..L3 •I.e'90CWNK 3 i r ' ,' '••1•I•. I _. • I LOT 2 5.110 sq.R. --63.29'--, [AYY[KI ., 1020 0 /` ' �� '. LOT 3 4.977 sq.11. I )Yee'd2'8O•-Yt'-•' N-ee•5258•'w q I y.. LOT 1 1,500 nil. o o•`, efis7•..•_, e3.7s.. �u ��rr, 1+1]'-� r Lots 4,500 sq.11. ' 15 ,'• I A. SCALE 1•.50' ' ' +i�._ I LOT 6 4.500 so.11. • ' Tf I 1 LOT 7 5,541 sq.11. -+ - - I__, �..x �' L• -�'• -•"7--- r W .VICINITY MAP LOT 6 4.662 sq.11. 1 12•-__L_-n -4 . LOT 9 5.120 sq.1l, -}-• - _I-=.k -09•/rs]•11 ' 28 LOT 10 1,640.q.IL --83.29'-- ' ' ;,'1 4 _^ LOT 11 4,641 eq.1L .,, •'SPR6J2'58•1V N-eerorse•'-w LOT 12 641 sq.11. o Q i E. l D GCRIPTION LOT 13 5.133 sq.IL 16 r� .35'---, ,u --6].7.�•, n - LOT 14 4.599 sq.11. it '• _ • ' ' • `'a Ir LOT IS 4,500 sq.11. , ''' , I THE EAST HALF OF THE SOUTHEAST QUARTER OF THE SOUTHWEST LOT 16 4.500 sq.11. `�Q{ 11 i1 5 �' QUARTER OF THE SOUTHEAST QUARTER OF SECTION 10.TOWNSHIP LOT 17 4,500 soil. .... 1ii, -69,17'53•-W _ `/ n g•,f = 23 NORTH.RANGE 5 EAST.WILLAMETTE MERIDIAN,KING COUNTY. LOT 18 .,500.p.11. n --6J.29'--, •` i : •' V WASHINGTON.EXCEPT THE EAST 90 FEET OF THE WEST 120 FEET LOT 19 5.090.q.11. __ ',-- -_- ,'1,'6e7250•.-Ve-• `NTRX'3236!-W OF THE SOUTH 160 FEET THEREOF.LESS THE COUNTY ROAD. LOT 20 5,113 sq.11. - • 8 o`------0.9 so[s/W - 66.33,-, r- 63.73••-, CC 'n • LOT 21 6,329 9q.11. 2 [AYY1NI o 0.S¢•oc��W i . •-•W g RASIS OF BEARING LOT 22 4,663 soil. • 17___i n ^;.A)1II iI ;, _ '- LOT 23 1,795 spit. • j 10 ^. '-6----'__ HELD N66'21'09•W ON THE SOUTH LINE OF THE SOUTHEAST LOT 24 4.805 sq.IL - - - - - _ •N-d9•T'93•-11, `1' .'•'I m' .f n '; ,X-' QUARTER.SECTION 10,TOWNSHIP 23 NORTH.RANG E S EAST PER LOT 25 5.698 sq.11. __B3 Y9•.4 •21' 2% ' �' •' 's`l KING COUNTY CONTROL SURVEY BREAKDOWN. 86.32, t 50.03' T 60.01' .IOU TRACT A 19,773 sq.11. J o• i .L -Is.t TRACT B 3,177•q./1. 8 , , 60.01' N Be]2'56•W i , •e , r• 7.. r] 00 , r rJ- r , 44•r • COR.62119 • BRASS DISK IN ROAD AT INTERSECTION OF S.E 12B1M STREET AND i.ino _ 'A 1 i 4, ' `` i-ea: r ' 142ND AVENUE S.E. '7.�8J.29• 9 "" 8 i'•' I• " ELEV.129.972 METERS ' L.15.09' 7 .-�'-� '� 426.416 FEET '- --i--'•'' , ^. r PT' 1......29.OD �IAF-•--- II •. ,/.. 1 H - r"L-23.e0" 1 MON _ L.i6.05'' R.IS•_QUi i a 0[KNTY CALCULATION _ n Y_ -_ ���� •-0 9 •`950..•Yt NAVD 66 •y ems•'-_>•��ti,;•QQ• • I.BGYY[YI i 4 SITE AREA 204.09458,167 sq.11. 1a J.17• ..-. .. -11.77' ROADWAY AREA SB,167.sq•R. .A, •-N .92.24% •. ' •• .^ - i� IN_TRL►1_-TATiON SENSITIVE AREAS 6,866 p.II. �.--.�•� I ' 92.N'._... r-I µ NET SITE AREA 137.041.q.lt. 3.146 coo - - -I�r""' "'-L ?D'6/' - r•• �' N$!72'J�s5"'T o INSTRUMENT USED: 5 SECOND TOTAL STATION. R.71. f • NET DENSITY PROPOSED 25 divided by 3.116 7.9 D.U./ACRE $ ••120 s �- ; .. -, - FIELD SURVEY WAS BY CLOSED TRAVERSE LOOPS.MINIMUM CLOSURE NET DENSITY ALLOWED 8 ONEWNG UNITS PER ACRE I _•1,,,+'ei '� a'". �+..AsrJ1=..�+'aa�+�>rlq, OF LOOPS WAS 1:22.000 IN ACCORDANCE VAIN WAC 332-130-090. I`�L-2'.36\��2 so.ol [AL1 { .. ..•.,......... 'N B9Y ]•- .(. 01.0.....72 llu A,'• L.- -�, D!�- • 6 SNUPE H .. {E{ Y KI„ I T71.001 5'.Slo[ 1 ,1 fl 1�., _•t ' lA''•0 OWNERS McTICNE FAMILY PARTNERSHIP i.;7 i,F.`. 894Z. y P r•os. A��[AYM[Nf I 1 �•OT ,..� WM K, DIY 1. `-.x.W.1....._ I ;R1tT'. �•[• t m h �jA o on6 4.77 RENTON LLC. I ,`` ,' ' 21 M1e I n• i A e'o7. ' ,tin - -''r1''I ,•-5 . :I $ ` I`" ��Ln b 6450 SOUTHCENTER BLw..SUITE 106 1 i '� ,;• p I ,1, i # SEATTLE.WA 9BIB6 1...,‘' .fi'� 7�5$ 23 tq 24 rl •�(206)211-0122 I rope M �--I g ; "�, I•-.x-'- _` 23� � I ,, "�`•,_ IL552 ff t I-L5,g.77 ', I --I-j / �1 ,.....� A i • TO BE DEDICATED f._ .. • '.02.. 50.02r�`�'�p '- •`, I• ��• .'1y 'i i�AL LA18 LAND SURVEYOR BAIMA k HOLMBERG INC. - _ 11''� ,[m,RET os/38/00 RIGHT-OF-WAY - _�='I - r _ • 100 FRONT STREET SOUTH _ '• - �••• •"•"••'•'••' JOB NO 1517-DUO WA 98027 `.•30.06' .. 001206`•E 11-WP 1r'olr- .__ -_____ . (425)392-0250 72:00----RE,^"'.•7e.» HY.a[.m .�'i•�r --- CITY OF RENTON '4TH-§T J ••'--^---test:e6'-H6e'2Tb9•w{M6Atr - DEPART/CENT or PVHLIC FO RI CEI 2642.56' NBB'21.09•W(MEAS.) • SITE PLAN NOTE: ALL LOTS ARE TO BE DETACHED SINGLE FAMILY RESIDENTIAL ss"s•m o.n 4/18/00 mA s. 2 REVISED PER CITY OF RENTON 1.1511 FISH 9/07/00 qt../ - CW ...6....-....--.-•r.� 1 REUSED PER CITY OF RENTON dr CJA 8/11/00 CwCKso .q, .fICM. 11 Arm MS YHOYe0 „,... .TOUT Op '-12/07/2000 08:51 391__ 5 BAIMA HOLN',_,.I3 INC PAGE 02 • • • MCTICHE•'PLAT • • • LUJA-00-114 LEGAL- DESCRIPTION PARCEL A: • THE EAST HALF OF THE SOUTHEAST QUARTER OF THE SOUTHWEST . QUARTER. OF THE SOUTHEAST QUARTER, LESS THE EAST 90 FEET OF THE• WEST 120: FEET OF THE SOUTH 160 FEET. IN SECTION 10, TOWNSHIP .23 .NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN, KING • •• COUNTY, -WASHINGTON. • . LESS COUNTY ROAD. PARCEL•B: . EAST 90 FEET OF THE WEST 120 FEET•OF THE SOUTH 160 FEET OF THE EAST HALF OF THE 'SOUTHEAST QUARTER OF THE SOUTHWEST • QUARTER QF•THE SOUTHEAST QUARTER. LESS COUNTY ROAD, IN SECTION' 19,,' TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING . .• COUNTY, WASHINGTON_ CIT'. DF RENTON Hearing Examiner Jesse Tanner,,Mayor Frgd J.Kaufman . • . December 11, 2000' • Shupe Holmberg Baima&Holmberg 100 Front St. Issaquah, WA 98027 Re: •McTighe Preliminary Plat File No..LUA00-114,PP Dear Mr.Holmberg: The Hearing Examiner's Report and Recommendation regarding the referenced request has not been appealed within the time period established'by ordinance.`;.Therefore,this matter is being submitted to the City Clerkthis�date°for transmittalFto-the City Councils for review: You will receive notification of final,approval'from the`:City Clerk, and will be notified of all action taken by the City Council upon approval of the request:....,-- Please feel free to contact this office if further assistance or information is required. Sincerely, Fred J. Kaufin n Hearing Examiner FJK:jt cc: Elizabeth Higgins, Project Manager Sandi Seeger, Development Services 1055-°South Grady Way- Renton,':Washington 98055 -(425)430-6515 • :::This paper contains 50%recycled material;20%`post consumer „. . %.12/07/2000 08:51 3913055 BAIMA HOLMBERG INC HAUE El2 . . . . . • . . . . . . . . . . . . • . . . . . • . • . . . . . • - . • • . . • . . . • • . .. . ' . • • . • • • '• . . • . . •. . . . • •. . . . . . . • . ... . . • • • . •••• MCTIGHE-MAT • . • .' LiJA-007.114 . • • . . • . . . • . • . . • • . . . • • •• . . ..' LEGALDEaCKEZON •. .. . . . . . . . . . . . .: PARCEL A:. . .. • • :: THE EAST HALE OF THE SOUTHEAST QUARTER OF THE SOUTHWEST • .•• . . ....QUARTER. OF THE•SOUTHEAST QUARTER, LESS THE EAST 90 FEET • . OF THE- WEST 10: FEET OF THE SOUTH 160 FEET. IN SECTION 10, . • . .i. TOWNSHIP..23 .N0aTH, RANGE 5 EAST, WILLAMETTE MERIDIAN, KING .. . • • . ••• ...: COUNTY, .WASHINGTON. •• . . . . . .... LESS COUNTY ROAD. • • • . • . . . . . • • PARCEL •B: . . • • • • ..:'EAST 90 FEET OF THE WEST 120 FEET OF THE SOUTH 160 FEET OF • . ...: THE EAST HALF OF THE 'SOUTHEAST QUARTER OF THE SOUTHWEST . . . . . , . • .-:•: OU.ARTER•OE THE SOUTHEAST QUARTER, LESS COUNTY ROAD, IN • . • •. ••'... SECTION• ick,. TOWNSHIP. 23 NORTH, RANGE 5 EAST, W.M., IN KING • • • . • • .:• COUNTY, WASHINGTON. . . . • . • • • . . . . . . . . . • • . • . . . . . . . . . . . . . •. . . • . . • . . . . ... • :.(..17 . . . . • . . . i- • , _ . . , • . • • . ..::70,0 tuc.x.,., . tf,At•(),_ • •. . . • I' . . • . . • • . V I' Jet: .00 ' ef Me //471-c-t-/ ' . . . . . • .. . . .... • . 0/.. . ..• • • .. • 4., ih e.,,,,,,,., . . • ., ..:11/01....114, . . . . ” 1,0Wrevic1: ---',.,/, . . . . . . . •. . • i'.: , • • . . . • 4 • • . . . • . • -it . . . . ' 6. ..4 •C,... , t • • . . I . . • • . . • . . • . • ' eat"..f;j5, ..... . 1 . • -110eT. • . ./Mil. . : . . . . • •• . . . • . . . • •. . • • • . • • • • • • • .„..„,,,,,,:' ,„,4y4,471,4, .4- •, I" ...,,,, 4. p, ,,, • . I c--74ii, . •.• • .• . . • • • . .„ • • ..0. • - • . ... . . . . c.• .. . . • le."—' ..... • . • . • • . . . • • • . • .1 : 1 / 4; . • f yiva-,/ • • •. . . . • • • • epiqqr57 . • •. .. . .. . . • . . :.• • •. . . . . • • • • .. . • •: . . .. • „ . . . . . . . . . • . . • • . .. • . • . . • . . . . . • . . . . . • . • . . • • ... . • . .. . . . . .• .. • . • . . . . . • • .. • • . . • • • • ;!,i12/d f/2j e b:b1 :3'31:3b55 13AiMA HULMBEf1Ci 1NL PAGE 01 Bairna & Holmberg , Inc. ENGINEERS & SURVEYORS • 100 FRONT STREET SOUTH ISSAQUAH, WASHINGTON 98027-3817 P11: (425)392-0250 FAX : (425)391-3055 • JOB NO. 1517-006 TO:. • City Of Renton ATTN: • .. Elizabeth Higgins DATE: 2 December 7, 2000 FROM: s . Bonnie Babcock CONTENTS: • Revised legal description for 4.77 Court • COMMENTS: 0 • • • • PAGES,(Inclnding this page):.2 FAX NO:. .430-7300 • • CITY OF RENTON PLANNINGBUILDING/PUBLIC WORKS MEMORANDUM DATE: November 30,2000 TO: Joan Thompson FROM: Sonja J. Fesserj)f SUBJECT: McTighe Preliminary Plat,LUA-00-114,PP Legal Description Review Bob Mac Onie and I have reviewed the legal description for the above referenced preliminary plat and find that the legal is not correct as noted on the attachment. We noted in our September 29, 2000 memo to Elizabeth Higgins that the legal description does not agree with the plat boundary lines shown on the preliminary plat drawing. The legal excepts the "EAST 90 FEET OF THE WEST 120 FEET OF THE SOUTH 160 FEET"of the subject property (less the county road). However,the plat drawing shows proposed Lots 20, 21 and 22 on this same excepted property. Have the applicant revise the legal description(or plat drawing)as needed. \H:\FILE.SYS\LND\I O\03 60\RV 00113 0.do c • `/ CITY OF RENTON HEARING EXAMINER MEMORANDUM Date: November 30, 2000 To: Sonja Fesser From: Joan Thompson Re: McTighe Preliminary Plat LUA00-114,PP,ECF Would you please verify that the attached legal is correct before we send it on to City Council for approval. Thanks �Y .may, 9�.��•m i �. [10TH 111 ` 4 AI I re i .II) T - 10TH ST ! ' 'r 1111)G S(116IN ST 1 74- N SST ;w �I SE 117TH S• If t MANS `A ' SE ION 1ST". sE >~ w .E Cll. a R? 5 10 sr a S µ�7rH 1r 8TH ST < Tttif RE Tni T NE ' SE°121ST ST _ SE la f far T g 1E Imo a a _ sn 1A(• STM< Sn _Sf. l?/T11 ST 1KJI?SN // Jcfmy+ 1621 11 µ„ W 0 Z < I2 . p an • N c M 00 s ~ ST is 128Th ST "" SE a1w - I4,MJ ha' r 1a800 _ >K W ka < r N r� HE 3RD CT , SE 1P2LTH_-y. m 1 wvww _ _ j�1 wr rnm =j -4LJ W 11E 11r Al. *I I *Ire,. ____�� :: ' 1TST CY FYtt ^! �S st 'tS1 l'$11 SF 1 0 10 20 50 ry A' 13srH st nre Ini „,...Li SE 2HD.� Pl SE L � lJ6TH I ST l SZ 1 st-1_ T—i i,1u i i ^bf f SCALE 1" = .50' �'- �E. ` 1 {�"'s ?- PARK >t . I �x !� \ .: 1 - of y� �� �.1 Vt it, " : 4: x I. VICINITY MAP LEGAL DESCRIPTION THE EAST HALF OF THE SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 10, TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN, KING COUNTY, WASHINGTON, EXCEPT THE EAST 90 FEET OF THE WEST 120 FEET OF THE SOUTH 160 FEET THEREOF, LESS THE COUNTY ROAD. BASIS OF BEARING HELD N88'21'09"W ON THE SOUTH LINE OF THE SOUTHEAST QUARTER, SECTION 10, TOWNSHIP 23 NORTH, RANG E 5 EAST PER KING COUNTY CONTROL SURVEY BREAKDOWN. BENCHMARK enR 4191 1 a I AFFIDAVIT OF PUBLICATION Charlotte Ann Kassens, first duly sworn on oath states that he/she is the Legal Clerk of the SOUTH COUNTY JOURNAL 600 S. Washington Avenue, Kent, Washington 98032 NOTICE OF ENVIRONMENTAL DETERMINATION a daily newspaper published seven (7) times a week. Said newspaper is a legal ENVIRONMENTAL REVIEW COMMITTEE RENTON,WASHINGTON newspaper of general publication and is now and has been for more than six The Environmental Review Committee months prior to the date of publication, referred to, printed and published in the has issued a Determination of Non- English language continuallyas a dailynewspaper in Kent, KingCounty, Significance-Mitigated for the following 9 Y project under the authority of the Renton Washington. The South County Journal has been approved as a legal Municipal Code. newspaper by order of the Superior Court of the State of Washington for King MCTIGHE PRELIMINARY PLAT LUA-00-114,PP,ECF County. Environmental review for proposed The notice in the exact form attached, was published in the South subdivision of property for single family County Journal (and not in supplemental form) which was regularly distributed to homes.Location:5200/5250 NE 4th St. Appeals of the environmental the subscribers during the below stated period. The annexed notice, a determination must be filed in writing on or before 5:00 PM, October 16, 2000. McTighe Preliminary Plat Appeals must be filed in writing together with the required $75.00 application fee with: Hearing Examiner, City Renton,Renton, , as published on: 10/2/00 1055 South GradyWay, 98055. Appeals to the Examiner are The full amount of the fee charged for said foregoing publication is the sum of governed by City of Renton Municipal Code Section 4-8-110. Additional $48.88, charged to Acct. No. 8051067. information regarding the app process may be obtained from the Renton City Legal Numb 0239 Clerk's Office, (425) 430-6510. A Public Hearing will be held by the Hearing Examiner in the Council Chambers on the seventh floor of City Hall,October 24,2000 , at 9:00 AM to consider the preliminary plat. If the Environmental determination is appealed, the appeal will be heard as part L al C , Ou County Journal of this public hearing. Published in the South County Journal October 2,2000.8239 Subscribed and sworn before me on this ay of�d-, 2000 `,XI rtt rreFF,,,'' .T. ,c; OTAny _. Notary Public of the State of Washington :q '°�DL�� o residing in Renton ':,N1q�`C ? 2%.•'.. King County, Washington AFFIDAVIT OF SERVICE BY MAILING STATE OF WASHINGTON ) ss. County of King ) Joan Thompson , being first duly sworn, upon oath, deposes and states: That on the 13th day of November ,2000, affiant deposited in the mail of the United States a sealed envelope(s) containing a decision or recommendation with postage prepaid, addressed to the parties of record in the below entitled application or petition. Signature: G�� SUBSCRIBED AND SWORN to before me this f 'N'V day of it frgA11/k-2000. lil\AAilt(11-1\3 (11Q � Notary Public ' anc}for the State of Washington, residing ati ,therein. Application, Petition, or Case No.: McTighe Preliminary Plat LUA00-114,PP,ECF The Decision or Recommendation contains a complete list of the Parties of Record. HEARING EXAMINER'S REPORT ti 1S November 13,2000 OFFICE OF THE HEARING EXAMINER CITY OF RENTON REPORT AND RECOMMENDATION APPLICANT: McTighe Preliminary Plat Shupe Holmberg Baima&Holmberg File No.: LUA00-114,PP,ECF LOCATION: NE 4th Street, between Hoquiam Ave NE and Jericho Ave NE SUMMARY OF REQUEST: Subdivide an approximately a 4.685 acre property into 25 lots suitable for detached, single family houses. SUMMARY OF ACTION: Development Services Recommendation: Approve with conditions DEVELOPMENT SERVICES REPORT: The Development Services Report was received by the Examiner on October 19,2000. PUBLIC HEARING: After reviewing the Development Services Report, examining available information on file with the application, field checking the property and surrounding area;the Examiner conducted a public hearing on the subject as follows: MINUTES The following minutes are a summary of the October 24,2000 hearing. The legal record is recorded on tape. The hearing opened on Tuesday, October 24,2000,at 9:10 a.m. in the Council Chambers on the seventh floor of the Renton City Hall. Parties wishing to testify were affirmed by the Examiner. The following exhibits were entered into the record: Exhibit No. 1: Yellow file containing the original Exhibit No.2: Site Plan Application,proof of posting, proof of publication and Other documentation pertinent to this request Exhibit No.3: Topographical Map Exhibit No. 4: Horizontal Control Plan Exhibit No. 5: Grading Plan Exhibit No. 6: Drainage Plan Exhibit No.7: Road Profile Exhibit No. 8: Utilities Plan Exhibit No. 9: Sewer Profile Exhibit No. 10: Tree Cutting and Land Clearing Plan -Shupe Holmberg - - Baima&Holmberg McTighe Preliminary Plat File No.: LUA-00-114,PP,ECF November 13, 2000 Page 2 Exhibit No. 11: Construction Mitigation Plan Exhibit No. 12: Vicinity Map Exhibit No. 13: Zoning Map The hearing opened with a presentation of the staff report by ELIZABETH HIGGINS,Project Manager, Development Services, City of Renton, 1055 S Grady Way,Renton, Washington 98055. The property is located in northeast Renton. It fronts on the existing NE 4th St. It will require continuation of an existing City of Renton road, Jericho Ave NE, from the SE corner of the property north to the northeast property corner. The property is zoned R-8,which allows single family residential development at densities between five and eight units per net acre. The property is in an area that was annexed to the City of Renton in 1999. The north property line bounds on the unincorporated King County area. To the west is property zoned to R-10, and on the east is property zoned R-5. The proposal is for subdivision of approximately 4.685 acres into 25 lots suitable for single family homes. The lots would range in size from 4,500 square feet to 6,329 square feet. This property would have a density of just below the maximum of 7.98, deducting the wetland area and the public streets. The wetland, which borders on the north property line, has been classified by wetland biologists as a Class III wetland. A 25-foot buffer has been proposed around the wetland. Access would be primarily from a new street, Jericho Ave NE,which intersects with NE 4th at the southeast corner of the property. There is also a connection to a new east-west road that is coming through the new development to the west. Additional streets would connect with those two streets. Modification of City street standards has been requested to reduce the typical 50-foot right-of-way to a 42-foot right-of-way. That modification has been approved. There has also been a request to not have a sidewalk on the wetlands side of Road B, and that has been approved as well. There would be sidewalks on the other streets. There are some existing structures on the site that would be removed. Approximately 2,500 cubic yards of fill would be required for site construction. On September 26,2000 the Environmental Review Committee(ERC) issued a Determination of Non-Significance-Mitigated. The appeal period closed on October 16, 2000,with no appeals having been filed. Ms. Higgins reviewed the mitigation measures imposed by the ERC. The first set of mitigation measures relate to erosion control. These have been put on the property because of a history of downstream surface water control issues. Due to downstream flooding and erosion problems, staff recommends a SEPA condition requiring that the project comply with the latest King Country Surface Water Design Manual. The applicant shall install a silt fence along the downslope perimeter of the area that is to be disturbed. Shallow drainage swales shall be constructed to intercept surface water flow and route the flow away from the construction area to a stabilized discharge point. The project contractor shall perform daily review and maintenance of all erosion and sedimentation control measures. Weekly reports on the status and condition of the erosion control plan with any recommendations of change or revision to maintenance schedules or installation shall be submitted by the project Engineer of record to the public works inspector. The following mitigation measures imposed by the ERC relate to water service,which in this area is provided by Water District 90, not by the City of Renton. The applicant shall provide field-tested certification that a fire hydrant with 1000 GPM fire flow is located within 300 feet of all new single family structures. The applicant shall pay applicable Transportation Mitigation fees at the rate of$75.00 per each new weekday trip attributable to the project. The applicant shall follow the mitigation recommendations of the traffic engineer in his report, "Traffic Study for a 26 Unit Single Family Residential Development,June 14, 2000." At the time of the traffic study,the applicant was proposing 26 lots on the development. The applicant shall pay the appropriate fire and parks mitigation fees. The applicant shall follow the recommendations of the geotechnical engineers and the wetland biologist. Shupe Holmberg Baima&Holmberg McTighe Preliminary Plat File No.: LUA-00-114,PP,ECF November 13, 2000 Page 3 The Examiner asked how the wetland would be maintained in its integrity. Ms.Higgins responded that the wetland would be maintained from the north in the manner that it has been. When the property to the north is developed,the recharge of the wetland would have to be considered. The Examiner stated that the Comprehensive Plan suggests using and working with the natural contours of the land, including the wetland, and saving trees if possible. He asked why the natural topography of the site could not be used. Ms.Higgins responded that it may depend on the type of housing that is going to go on the project and the size of the lots. Typically,to preserve trees a larger lot is required in order to place a building "footprint" around the tree. Changing the elevation around trees usually results in killing the tree unless tree wells are placed around them, and that takes more site area. Concluding her review of the mitigation measures imposed by the ERC,Ms. Higgins stated that the applicant shall draft and record a maintenance agreement or establish a Homeowners'Association for the maintenance of all common improvements, including utility easements,rights-of-way, stormwater facilities,recreation area, and wetland and buffer tract. Roads having paved area of 28 feet would be signed on one side of the street as "No Parking." The Examiner asked if the two east-west roads on the site will ultimately proceed to the east of if they will be T intersections. Ms. Higgins responded that Jericho Ave is not being developed to its full width in anticipation of the property to the east being developed at some point. The northernmost east-west road would be required to be continued on through the development to the east if it is appropriate given the development plan for the adjacent property and the site conditions. The intention of the City is to maintain the grid pattern of our streets as much as possible. Ms. Higgins reviewed the criteria that will be used in reviewing the appropriateness of the preliminary plat plan. The first section relates to the Comprehensive Plan policies and objectives. The intention of the housing element of the Comprehensive Plan is to protect and enhance residential single family areas and encourage reinvestment and rehabilitation,resulting in quality neighborhoods. The proposed project meets the aspects of this objective in the following ways: By representing an investment in what is now unutilized land, and by providing a greater use of urban services and infrastructure. Other aspects of the objectives such as protection and enhancement of the neighborhood,rehabilitation resulting in quality neighborhoods and improving opportunities for better public transportation are met to a somewhat lesser degree. Relating to the issue of public transportation,this project is being asked to work with the development to the west and the Metro Public Transportation System to have a coordinated public transportation stop in front of the development. The policy is to have net development densities fall within the range of five to eight dwelling units per acre. This project does that, with a density of 7.95. The minimum lot size is 4,500 square feet. The lots currently proposed are 4,500 square feet or above,with the average lot size being 4,900 square feet. Development standards require the maximum building height in an R-8 zone be two stories or 30 feet. In terms of fitting into existing neighborhoods,this is an area that is seeing a lot of transition at the present time. The property to the west is being developed, but at a higher density. The property to the east has been annexed into the City, and would be developed at a lower density unless the zoning is changed at some time in the future. Policy is to Shupe Holmberg Baima&Holmberg McTighe Preliminary Plat File No.: LUA-00-114,PP,ECF November 13,2000 Page 4 preserve distinctive stands of trees,natural slopes and maintain the neighborhood character. Unfortunately, it may be necessary to remove all of the trees and grade the slopes. The plan is consistent with the transportation, housing and environmental elements of the Comprehensive Plan. In terms of the underlying zoning designation,it complies with the subdivision regulations for lot arrangement, lot size, and property corners at intersections. The access and the street pattern have been approved by the City. The impact on public services will be typical of a development of this nature. Services will be provided by the City of Renton,with the exception of water,which will be provided by Water District 90. Staff recommends approval of the preliminary plat with the additional conditions of compliance with the ERC Mitigation Measures and that a restrictive covenant be placed on Tract "B" limiting its future use to "open space". Shupe Holmberg,Baima&Holmberg, 100 Front St,Issaquah, WA 98027 stated that they are in agreement with the conditions imposed on the development of the subdivision and will abide by those conditions. He explained that many of the trees on the property are within what will be rights-of-way after development. Those trees will have to be removed. The site grading will be fairly minimal, as most of the site is relatively flat.Where the property connects to NE 5th St,there will be a grade of approximately 10%as it transitions down to the flat area of the site. The reality is that with higher densities and smaller lots, it is difficult to retain existing trees and not create a dangerous situation. We have proposed trying to save some of the trees in the center of the site and the trees within the sensitive area tract will be retained,but on the remainder of the site the trees will come out. Paul Lumbert, Plan Review Section, Development Services Division, City of Renton, 1055 S Grady Way, Renton,WA 98055 addressed the issue of increased traffic at the intersection of Hoquiam (or 142nd)and N 4th • St. The only change that will occur is that there might be some additional traffic to the LOS F,which is the southbound left turn lane. The majority of the traffic that is southbound on Hoquiam(142nd)would probably enter the plat by turning into it on N 5th St. Traffic could be increased going westbound on 4th St and impact that intersection,however. Kayren Kittrick,Development Services Division, City of Renton, 1055 S Grady Way,Renton,WA 98055 stated that the ERC wants a fourth leg installed on the signal at the intersection of Jericho and N 4th St. The existing signal has only three legs. A fourth leg would allow people from the Windsong Subdivision and from Hoquiam (142nd)to come through 5th down to Jericho and have a controlled left hand turn. Concerning recharging of the wetland at the north of the project Ms. Kittrick stated that the wetland is apparently only being recharged from the north. The stormwater report was very specific in that all water is to be collected on the low side before being sent into an encumbered system,which is the creek that runs through the golf course. The neighbors are fairly sensitized, and will be watching carefully. This is why very exact erosion control measures were detailed out by the ERC. Mr.Holmberg stated the applicant has indicated that playground equipment would be put in the designated recreation area. The Examiner called for further testimony regarding this project. There was no one else wishing to speak, and no further comments from staff. The hearing closed at 9:58 a.m. FINDINGS, CONCLUSIONS &RECOMMENDATION Having reviewed the record in this matter,the Examiner now makes and enters the following: Shupe Holmberg Baima&Holmberg McTighe Preliminary Plat File No.: LUA-00-114,PP,ECF November 13,2000 Page 5 FINDINGS: 1. The applicant, Shupe Holmberg,filed a request for approval of a 25-lot Preliminary Plat together with two tracts. 2. The yellow file containing the staff report,the State Environmental Policy Act(SEPA) documentation and other pertinent materials was entered into the record as Exhibit#1. 3. The Environmental Review Committee(ERC),the City's responsible official, issued a Declaration of Non-Significance-Mitigated(DNS-M)for the subject proposal. 4. The subject proposal was reviewed by all departments with an interest in the matter. 5. The subject site is located on the north side of NE 4th Street between Hoquiam Avenue NE on the west and Jericho Avenue NE on the east. NE 4th Street is SE 128th in King County. The subject site is on the eastern edge of the Highlands area of the City. 6. The subject site is approximately 4.685 acres in area. The parcel is generally rectangular. The subject site is approximately 628 feet long(north to south)by approximately 350 feet wide. 7. The subject site has gently rolling terrain with no regulated slopes on the subject site. 8. The subject site was annexed to the City with the adoption of Ordinance 4760 enacted in April 1999. 9. The subject site is currently zoned R-8 (Single Family- 8 dwelling units/acre). 10. The map element of the Comprehensive Plan designates the area in which the subject site is located as suitable for the development of single family uses. 11. The subject site contains two residential structures. These structures will be removed. 12. The applicant proposes dividing the subject site into 27 parcels. There would be 25 single family lots and two tracts. Tract A, in the north central portion of the subject site, contains a Class III wetland that will be protected by a buffer. Tract B along the northwest edge of the subject site would be open space. 13. The lots range in size from 4,500 square feet to approximately 6,329 square feet. Seven of the lots would exceed approximately 5,000 square feet with the remaining lots between 4,500 and 5,000 square feet. Tract A is 19,773 square feet while Tract B would be 3,177 square feet. 14. Two lots,Proposed Lots 1 and 2,would be located in the northeast corner of the plat. An interior block of eleven back-to-back lots would be created in the east central portion of the site(Proposed Lots 3 to 13). There would be a tier of five lots, Lots 21 to 25, along the south boundary of the site. Another tier of seven lots, Proposed Lots 14 to 20,would be aligned along the western property line. 15. In order to prepare the site for the building pads and the new roads the applicant will clear most of the vegetation from the site. There will be a buffer maintained around the wetland. Shupe Holmberg Baima&Holmberg McTighe Preliminary Plat File No.: LUA-00-114,PP,ECF November 13,2000 Page 6 16. The applicant will be developing 42 foot wide streets rather than the code required 50 foot wide streets. Road dimensions are determined by the Director administratively. 17. A new street, Jericho Avenue NE,will be developed along the eastern edge of the site and run to the north property line. Two east-west roads will be developed that intersect Jericho from the west. These two east-west roads will be connected by a north-south leg and form an internal loop road. The northernmost of these roads will continue curving to north and west again before connecting to a new road at the western edge of this plat. This northerly east-west road curves to the north and west to meander around the wetland and its buffer. 18. Development of 25 single family homes will generate approximately 239 vehicle trips per day(based on approximately 9.55 trips per dwelling). It is anticipated that approximately 10% of the traffic trips will occur at each of the morning and evening peak hours. The ERC imposed mitigations measures for fee generation as well as from the applicant's traffic report to deal with turning movements along 4th. 19. The development of the subject site will generate approximately 11 school age children. These students would be spread among the different grades. The Renton School District indicates they have adequate capacity to serve this development. 20. The two separate tracts are not intended to be a buildable lots. Tract A contains the wetland and Tract B contains open space proposed for some form of recreation. 21. The City will provide sanitary sewer service. Domestic water will be provided by Water District 90. 22. The ERC imposed additional detention requirements since there are downstream problems. There will be a vault to contain storm water and control its release rates. CONCLUSIONS: 1. The proposed plat appears to serve the public use and interest. The applicant has preserved and protected the existing wetland. The roadway system has been designed to meander around the wetland and yet provide a semblance of the grid pattern to the streets serving the plat and surrounding area. 2. The ERC imposed conditions to avoid exacerbating drainage problems down stream. Storm water will be contained and diverted to avoid excessive flows. As with most of the newer plats in the R-8 zone, the density of development and the need to create building pads and streets means that most of the vegetation will be removed from the subject site. In this case the wetland area will remain undisturbed. 3. The proposed plat will provide additional housing choices in an area in which urban services are provided or can reasonably be provided. 4. Development of the site will introduce additional noise and population. 5. The applicant will be making some improvements to help traffic flow and be developing the new roads in the plat, as well as paying a traffic mitigation fee. Since the extension of Jericho Avenue will create additional traffic at the northeast corner of the plat, if that road is intended to be extended and handle through traffic in the future,the applicant shall erect a sign at the end of it informing potential residents of that possibility. Shupe Holmberg Baima&Holmberg McTighe Preliminary Plat File No.: LUA-00-114,PP,ECF November 13,2000 Page 7 6. The proposed plat will have a density of 7.95 dwelling units per acre,and that meets the Zoning Code and Comprehensive Plan requirements. The plat provides reasonably rectangular lots and lots that meet the dimensional requirements of code. 7. The plat shall contain language acceptable to the City Attorney regarding the fact that both Tracts A and B are wetland and recreational open space respectively and development of them is precluded. 8. In conclusion,the proposed preliminary plat should be approved by the City Council subject to the conditions noted below. RECOMMENDATION: The Preliminary Plat is approved subject to the following conditions: 1. The applicant shall comply with the conditions imposed by the ERC. 2. The plat shall contain language acceptable to the City Attorney regarding the fact that both Tracts A and B are wetland and recreational open space respectively, and development of them is precluded. 3. If Jericho Avenue is to be extended as a through street,then the applicant shall erect a sign that clearly informs potential residents of this possibility. ORDERED THIS 13th day of November, 2000. --TT-4 AL- FRED J. KAUUIAN HEARING EXAMINER TRANSMITTED THIS 13th day of November,2000 to the parties of record: Elizabeth Higgins Shupe Holmberg Virginia S. McTighe McElroy 1055 S Grady Way Baima&Holmberg 13417 SE 151st St Renton,WA 98055 100 Front Street Renton,WA 98058 Issaquah,WA 98027 Kayren Kittrick Darwin M.McTighe John R. McTighe 1055 S Grady Way 1717 Garnette Dr 24929-267th Ave SE Renton, WA 98055 San Luis Obispo, CA 93405 Ravensdale, WA 98051 Paul Lambert James L.McTighe Janice Berry 1055 S Grady Way 29820 SE Issaquah-Fall City Rd PO Box 396 Renton, WA 98055 Fall City, WA 98024 Ravensdale, WA 98051 Shupe Holmberg - Baima&Holmberg McTighe Preliminary Plat File No.: LUA-00-114,PP,ECF November 13, 2000 Page 8 TRANSMITTED THIS 13th day of November,2000 to the following: Mayor Jesse Tanner Gregg Zimmerman, Plan/Bldg/PW Admin. Members,Renton Planning Commission Neil Watts,Development Services Director Larry Rude, Fire Marshal Sue Carlson,Econ.Dev.Administrator Lawrence J. Warren, City Attorney Larry Meckling,Building Official Transportation Systems Division Jay Covington, Chief Administrative Officer Utilities System Division Councilperson Kathy Keolker-Wheeler South County Journal Betty Nokes, Economic Development Director Pursuant to Title IV, Chapter 8, Section 100Gof the City's Code, request for reconsideration must be filed in writing on or before 5:00 p.m., November 27,2000. Any aggrieved person feeling that the decision of the Examiner is ambiguous or based on erroneous procedure,errors of law or fact, error in judgment, or the discovery of new evidence which could not be reasonably available at the prior hearing may make a written request for a review by the Examiner within fourteen(14) days from the date of the Examiner's decision. This request shall set forth the specific ambiguities or errors discovered by such appellant, and the Examiner may, after review of the record,take further action as he deems proper. An appeal to the City Council is governed by Title IV, Chapter 8, Section 110,which requires that such appeal be filed with the City Clerk,accompanying a filing fee of$75.00 and meeting other specified requirements. Copies of this ordinance are available for inspection or purchase in the Finance Department,first floor of City Hall. If the Examiner's Recommendation or Decision contains the requirement for Restrictive Covenants,the executed Covenants will be required prior to approval by City Council or final processing of the file. You may contact this office for information on formatting covenants. The Appearance of Fairness Doctrine provides that no ex parte(private one-on-one)communications may occur concerning pending land use decisions. This means that parties to a land use decision may not communicate in private with any decision-maker concerning the proposal. Decision-makers in the land use process include both the Hearing Examiner and members of the City Council. All communications concerning the proposal must be made in public. This public communication permits all interested parties to know the contents of the communication and would allow them to openly rebut the evidence. Any violation of this doctrine would result in the invalidation of the request by the Court. The Doctrine applies not only to the initial public hearing but to all Requests for Reconsideration as well as Appeals to the City Council. • IA (2) 270 ry • S II /22/3 E77.ae f_i j/ ke • 0 e s ❑ FI ® m II S.R 477114 • (%n(1)/2U32 3 • tam 130 • E t r Z ill JOA 0.8J a1.31=== o===- `,z= 1237.27 n lII 1E777009 0.31 Ac. t 188 200@ ❑ (21 " „ iii M m)) 0.46A�1z6= QII I,7 c092 „rJoha tt.a � a I aaUV!:•x - gF MCI II ® (J,i ,�' Q `nca Qmt�8Ac • __ _ 77an 700.T lb® l.d ® (4) � C 0020 !II • 11 • .r_ 0.395T.o1 R 0IFe 1J38 ! 361.42 - c=- 3a)o=_ In7;J.zT R{ traaar 5 ;7E44O 2 • i• ii-2. ci 11 (2) mI 0.27AC.LSD N IrrW4:Jm. 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'31..444 s. ,..: TO- °m -•Ferr.e...a--..t.._—_...,,y..t.e.,—:-zr.;,-------------,—,-----;;'rT,. .,..,----- ——— ol. i E . ....,_ •_ ..----_---- -r---_-.7,--..---44-_--,,---=•.---_,,,,,,,, -- --7-.!---..-. .-'.•,!.....0' 1.1gr...,. . !.. IS IS ...v. .. __ _ ..'... '`,0$41. 'TAW so• 0,s (S) k '.;',r,r,,nm--ME:-•TH-4T... •. ...___—- --------- !Mom 11/./. I t t __- • -------- —.L.---------------------,---=----......4-------215.2.132.--0687e09 w-ONEAS.)--- . ' - a 0 — E E On 1.TM 1 261,3,F?' N88.21.09-.(MEAS.) 11..4132.SCOOtrY) OW Z. r 0.'711;0 . g Bl..125.00 Itabal1Y4 ,', M.4.12.1S .' g SITE PLAN OF 4.77 COURT MFIIANO MC,TW. 6'CYCLONE 0+45.44 F0-' f lea Na[ _.. FENCE0+00 / N B8'20'54'W sD-10 330 54'FTm• s St - - - -'n STD.'✓i j' --- 1 ,/ --77.Ba--F v l - - - fo.lr,� '� o "[y�6 ;as TRACT',A 1 6 /o SUDTA SENSITIVE i• `; 1 p L-2.Y.18' 0, i ; i AREA TRACT 1i m�3 1}BB`J2'S8�(V\ $ - _� - 1 R-15.ge. �--./ I ,I 1.G �; ' : ,` --77.83',-1 la 7.• e. . z ; �. 2:5'16.5`I TS• , ,1 '2 1."2l • '`�� j%L,r rls[ .... ,.e'" e.s� !'s ,I 7 s---- - so-o/)n qDC ��'' 'j• _+• 18 I. IVN:r • • BUILDING SETBACKS _ m••IS•• ,` \4.50' �/ • 131.56'- _._l-___ FRONT YARD 20' 1 -_ L-�2,70• p ! _ 62.59 -_1p�`` e _ y� - , - A�N-�' S' REAR YARD -20' .N�132'SS-W, 5+16.21 ?li :'6'• 5se1l,.e�SIDE YARD 4 :•'17'S3- \ `p Z v-- CORNER SIDE YARD -15' '4.16: i `,`,QAD'.B S 4 90 �9p� '`` if K ``� g 4rx Y �sT 7erN r6ls¢s[ A s a _ TOTAL PARCEL ARCA 204,094 sq.II. 4.665 acres 61.50'%`�� • 71.15'•` 68.96' \`�1 PROPOSED NO.Of LOTS 25 r ,1� L-2,780' , PROPOSED ZONING R-8 I ,,,, w g- •--r-• r L.23.33' `• «t � � `-1wn g m 1W'L-19.�7'1'u,. R-15;00 R-1.00' : `,S • • II u9 I" I PROPOSED SQUARE FOOTAGES R-15. - s C • �..4 I ' LOT 1 1,701 .a. _ ! '�''' 1� •� 13 1 i,.. • N n. I - N-89'4r9J'-w 5 ao•\ 3 C �11� - L07 2 5,110 9q.11. -- 1 i 1.0'4o[rr/u4_ '� f '. -.._ �_. LOT 3 4,977 q.11. [ITs[u[11r �• e LOT 4 4,SOU sq.11. I • �f-SB7YOB' -- N-BB•5Y5B•-W 10 2q O ° �4'{y i- •`i I>.q LOT 5 4,500 sq.fl. r.4 m 15 0 --83.73'--,., ' SCALE 1•-50' ''' -- LOT 6 4,500 sq.fl. 1 _ �� y' ,` -�-.. • ' s J'• , LOT 7 5,544 sq./I -L�_t 'a i__n--.42--- .... 4 ` LOT 8 4,662 sq.lt. �' - W VICINITY MAP LOT 9 5,420 sq.11 -{- - - J n -89.4Y53•-W `` 12----' 4 } 28 LOT 10 4,640 sq.II. - 83.29'--, I l`, LOT 11 4,641 sq.11. m ' i ls• LOT 12 4,641 sq.R. n••� • W < `��-885Y58e'W N'88'SY5/8'lW LOT 13 5,133 sq.lt. 16 0 '-'rfJ6.35'---1 ,u --83.70"--, - `'Q 1 - LEGAL DEC_(xjIP710N LOT 14 4.599 sq.fl. F Q ' i • LOT 15 4,500 vq.11. , • _ n N 1 THE EAST HALF Of THE SOUTHEAST QUARTER OF THE SOUTHWEST LOT 16 4,500 sq.11. • 11 ^ ' 5 Q'' QUARTER OF THE SOUTHEAST QUARTER Of SECTION 10,TOWNSHIP LOT 17 4,500 sq.II. ,,,, •-89.47'S3•"W Z �,!rn .1 g�,; X i• ^ �` _ _ 23 NORTH RANGE 5 EAST,WILLAMETTE MERIDIAN,KING COUNTY, LOT 18 1,500 sq.IL i . I _ '• ' U WASHINGTON,EXCEPT THE EAST 90 FEET OF THE WEST 120 FEET LOT 19 5.098 sq.il. I-- ---- I'4T'SB933'--w_ h"S89Y36:^N Of THE SOUTH 160 FEET THEREOF,LESS THE COUNTY ROAD. LOT 20 5.443 sail. ""7w.M.40t• LOT 21 6,329 sq.It. o,~'- [AWDINT o o,s,,D(1[�•%QJ3---, r--83.73'--, LOT 22 4.B63 sgJL 1,7_.. - -• s)sso„ W g @PSIS OF BEARING LOT 23 4.795 sq.11. , '; 4 10 --6,' ' `•?qy 0 HELD NR871'09-W ON THE SOUTH LINE OF THE SOUTHEAST LOT 24 4.805 sq.lt. - - - - - `4L-8•4753•'Y1 'r 1 .I' X, QUARTER,SECTION 10,TOWNSHIP 23 NORTH.RANG E 5 EAST PER LOT 25 5.698 sq.II. ;, ,` e f m I "'1 L cn r--B3,29_._{ 1. KING COUNTY CONTROL SURVEY BREAKDOWN. TRACT A 19,773 sq.11. -r , '. / i. I .( -IE.f 50.03' dA 6O.01' ,s ARK TRACT B 3,177 sq/l• :14e' 48 .1 3 OU f , r60.0i' I N 88'52'56'W ' `. ,f,, �.n r.}- • r ' 1 54. CDR./2119 ",-p:, BRASS DISK IN ROAD AT INTERSECTION OF S.E 128114 STREET AND "'• 1,....6. N-8917.'SS-Vii' „� _ I I 142ND AVENUE S.E. '7.-R3.29'-/, 9 f• M 8 ,w ```7 E"n,a.l.--� ELEV-129.972 METERS 1 ; L-45.09' rb N; ,-� 426.416 FEET '---'' ' "' `-291 tue•_, , • 1 1 I PT + L -'L-2J.80' '' V DENSITY CALCULATIONMEN • L-ht1.05'' �r1 4LA.1,011 ``'15.00w `i 4, SITE AREA 204.094 sq.1L 3� _ 1.00 • • r� _ -- _____ _ �a"_e�y--- �` � �BTA4u[Nl ?yL.� i� NAVD BB ROADWAY AREA 58,107'NIL ,•H 8917'S3• 3.17' ."50.00'.- `H.77' , SENSITIVE AREAS 6,666 s9,1L - W - 1 it S_7RUMENTAMI NET SITE AREA 137.041 eq.Il. 3.146 acres - _ F- --L..2B.84 r -'W' -.r I - R-71. 'V• N .. Y INSTRUMENT USED: 5 SECOND TOTAL STATION. - NET DENSITY PROPOSED 25 divided by 3.146-7.9 D.U./ACRE 8 •``•12O Q_`, �- ' NET DENSITY ALLOWED 8 DWEWNG UNITS PER ACRE __�J� ,', ' ._ ' _ FIELD SURVEY WAS 8Y CLOSED TRAVERSE LOOPS.MINIMUM CLOSURE 'V' OF LOOPS WAS I:22,000 IN ACCORDANCE WITH WAG 332-130-090. Let'.18' • 4. 'N B91 73'- R-7.O r'PI"- i _ +p�,1r. e9.'•�A 1.1 °e 'eii.6o'1 ,1 -iia a� --a 1%„\r' 5�{U_Pg�,� 'lL OWNERS MCTIGHE FAMILY PARTNERSHIP '•• •G`'. MC N•. A `-Je�`!-1[A9EYal �', P�•.'OP WA3y/ and 4.77 RENTON LLC. • nQ.10 '•' 8 ��tiL •ss.`\ 6450 SOUTHCENTER BLVD.,SUITE 106 ' 21 '__ • 23 •hm 24 :5 I ,�q� L.1 SEATTLE.WA 98100 , I I c 'd, U m 'p " (206)244-0122 r IReAICAP"•• ,AL _ q". t -n �'`- 1 �15 ;`'gip L \ _[______! 2 Imo�a+ LAND SURVEYOR BAIMA.5 HOLMBERG INC. TO BE DEDICATED ?._ - �. >•f'' - �'"� ' • f 7 50.02 44,', '.Y '-..i•.-4 ..I `, DIAL LATH 100 FRONT STREET SOUTH RIGHT-OF-WAY I " RPAr!I •': �•IT:IPZY,•(_� ' \T.'-ffJJJh�,,,���y--ry���"---'---" - - - LXPOl88 II/30/00 ISSAQUAH,WA 98027 'S3o.OS -- N5.42AA1____-____ _-2-� T,I- r 1JOB NO.1517-006 �Y'NTR (425)392-0250 N 00�206"E -2e,� NY-129.05 O- ' ® A .)200----Tl:E--4TH-4TCITY OF RENTON , 'S`'^•�EB42B2r =N8871'O? NBA9. o- )'' - 2642.56' N88'21'09'W(MEAS.) T---- --__ DEPARTMENT OP PUBLIC W'ORIB o • NOTE: SITE PLAN ALL LOTS ARE TO BE DETACHED SINGLE FAMILY RESIDENTIAL oocs[o - a,,,s 4/10/00 ros ee 2 REVISED PER CITY OF RENTON MSH WSH 9/07/00 Ousel _ 1 REUSED PER CITY OF RENTON JEF CJA 8/11/00 CN0Ila ><� v..sme rm- w. vm vvol __ _ BY srNn OATS "P'O`'m --.,e... MIT or ii ii;i'i: SI O: i.i'.: ' iii' iii ii i i i, i iiiii ii:ii'i i i ii i iiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiii ii > i'iii i ::>::>::::»::>:.>:.»»»»::.>:»»»: :"' :::::""'i' tJRRE(tit.T PI UN t11lG /..k...:I.Qll.iii : :..::....::..::,...::::. .... iAF�I.BAUIT�}F>S.�IE'i1f�C�.:B..:.M,l�,l.,lllt. .... ........ ........ On the �K` day of Oc , 2000, I deposited in of States, a sealed envelope containing ?e ork 4o l + documents.themails Thisthe informationUnited was sent to: Name Representing 1f\,v_\0e, t 1-0.1 v r,6e10 EDfuw�.Q. Ek, rtbvv\l-e.vo , 1hc , -1-0,,e 1 ke Vi vo iv,i.aL I(V\-c-, k5 e dAc Ct va .04 v\ IN) -1-..` \\tv ,cle, (Signature of Sender) s°'"cia "-,,..._' S'.,..„...t, STATE OF WASHINGTON ) SS COUNTY OF KING ) I certify that I know or have satisfactory evidence that S, el" k. � pY signed this . instrument and acknowledged it to be his/her/their free and voluntary act,for uses and purposes mentioned in the instrument. Dated: V a 7, .,, j0�) �s1if8 I ��OD of Fh > Notary Public i nd for the tas to of ashi N( d' Notary (Print) MARILYN AM P STATE OF WA0HINOTON ► My appointmer 11i�9NTMFNT�xprpFr� COMMISSION EXPIRES JUNE 29, 2003 :, Project Name: Yv\c__Tk,51ne..._ Pla_1- Project Number,. o tit; o tti p , NOTARY2.00C CITY OF RENTON HEARING EXAMINER PUBLIC HEARING OCTOBER 24, 2000 AGENDA COMMENCING AT 9:00 AM, . COUNCIL CHAMBERS, 7TH FLOOR, RENTON CITY HALL The application(s) listed are in order of application number only and not necessarily the order in which they will be heard. Items will be called for hearing at the discretion of the Hearing Examiner. PROJECT NAME: McTighe Preliminary Plat PROJECT NUMBER: LUA-00-114,PP,ECF PROJECT DESCRIPTION: The applicant has proposed subdividing a 4.77 acre property by means of the preliminary plat process, into 26 lots suitable for single-family residential development. The property is located at 5200 and 5250 NE 4th Street in Renton. Wetlands are believed to be present on the property. An environmental review and public hearing will be required as part of the application process. Location: 5200 &5250 NE 4th Street. PROJECT NAME: Renton Place Division III PROJECT NUMBER: LUA-00-047,PP,ECF PROJECT DESCRIPTION: The applicant has proposed subdivision of a 1.49 acre property by means of the Preliminary Plat process into 12 lots suitable for single-family residential development. The property is located in the Residential 8 Zone,which allows single-family residential development at densities up to eight dwelling units per net acre. A modification from City of Renton Street Standards has been requested. Environmental review and a public hearing before the Hearing Examiner will be required. Location: Between Lind Avenue NW and Maple Avenue NW at NW 3rd Street. hexagenda V. 4' City of Renton PUBLIC Department of Planning/Building/Public Works HEARING PRELIMINARY REPORT TO THE HEARING EXAMINER A. SUMMARY AND PURPOSE OF REQUEST: Public Hearing Date: October 24, 2000 Project Name: McTighe 4.77 Renton LLC Preliminary Plat Applicant/ Shupe Holmberg Address: Baima & Holmberg 100 Front Street Issaquah, WA 98027 Owner/ Darwin M. McTighe Address: 1717 Garnette Drive San Luis Obispo, CA 93405 James L. McTighe 29820 SE Issaquah-Fall City Road Fall City, WA 98024 Virginia S. McTighe McElroy 13417 SE 151 St St Renton, WA 98058 John R. McTighe 24929—267th Ave SE Ravensdale , WA 98051 Janice Berry P.O. Box 396 Ravensdale , WA 98051 File Number: LUA-00-114, PP, ECF Planner: Elizabeth Higgins • O.vil , 12,..,... t7ti.,.,4 t. E �o f,. II 13043..1 S� � _ i a•7= Rl im;- --d 0 . .p .^_l —r�..v+L;� r• City of Renton P/B/PW Department :..:::7inary Report to the Hearing Examiner y' MCTIGHE 4.77 RENTON LLC PRELIMINARY PLAT LUA00-114,PP,ECF PUBLIC HEARING DATE: October 24,2000 Page 2 of 14 Project Summary: The applicant has proposed subdivision of an approximately 204,094 sf (4.685 acre) property into 25 lots suitable for detached, single family houses. The property is located on NE 4th Street, between Hoquiam Avenue NE and Jericho Avenue NE, in a Residential 8 (R-8) Zone. There would be new public streets on the property. A modification from street standards has been requested by the applicant to allow a reduction in the right-of-way and pavement widths. There is a Class Ill wetland located on the property. There apparently are two or more existing structures on the site. That would be removed. Approximately 2,500 cubic yards of fill will be required. The project requires Preliminary Plat approval and administrative approval of a street modification. Project Location: The project is located on NE 4m Street, between Hoquiam Avenue NE and Jericho Avenue NE in Northeast Renton. HEARING EXHIBITS: Exhibit 1: Project File (no date) Exhibit 2: Site Plan (4/18/00) Exhibit 3:Sheet 1 of 9; Topographical Map (4/18/00) Exhibit 4:Sheet 2 of 9; Horizontal Control (4/18/00) Exhibit 5:Sheet 3 of 9; Grading Plan (4/18/00) Exhibit 6:Sheet 4 of 9; Drainage Plan (4/18/00) Exhibit 7:Sheet 5 of 9; Road Profile (4/18/00) Exhibit 8:Sheet 6 of 9; Utilities Plan (4/18/00) Exhibit 9:Sheet 7 of 8; Sewer Profile (4/18/00) Exhibit 10:Sheet 8 of 9; Tree Cutting and Land Clearing Plan (4/18/00) Exhibit 11:Sheet 9 of 9; Construction Mitigation Plan (4/18/00) Exhibit 12:Vicinity Map (received 8/17/00) Exhibit 13:Zoning Map (12/99) HEXreport.doc City of Renton P/B/PW Department ;„. vinary Report to the Hearing Examiner MCTIGHE 4.77 RENTON LLC PRELIMINARY PLAT LUA00-114,PP,ECF PUBLIC HEARING DATE: October 24,2000 Page 3 of 14 B. GENERAL INFORMATION: 1. Owners of Record: Darwin M. McTighe 1717 Garnette Drive San Luis Obispo, CA 93405 James L. McTighe 29820 SE Issaquah-Fall City Road Fall City, WA 98024 Virginia S. McTighe McElroy 13417 SE 151st St Renton, WA 98058 John R. McTighe 24929—267th Ave SE Ravensdale , WA 98051 Janice Berry P.O. Box 396 Ravensdale , WA 98051 2. Zoning Designation: Residential 8 (R-8) 3. Comprehensive Plan Single Family Residential Land Use Designation: 4. Existing Site Use: Two single family residential homes 5. Neighborhood Characteristics: North: Undeveloped, unincorporated King County East: Undeveloped, zoned single family residential (R-5) South: Undeveloped, zoned single family residential (R-8) West: Being developed, single family residential (zoned R-10) 6. Access: New public street (extended from the west) and NE 4th. Street (south) 7. Site Area: 204,094 sf (4.685 acre) C. HISTORICAL/BACKGROUND: Action Land Use File No. Ordinance No. Date Zoning N/A 4404 06/07/93 Comprehensive Plan N/A 4498 02/20/95 Annexation N/A 4760 04/21/99 HEXreport.doc 1 l ` City of Renton P/B/PW Department ..o.:.ainary Report to the Hearing Examiner MCTIGHE 4.77 RENTON LLC PRELIMINARY PLAT LUA00-114,PP,ECF PUBLIC HEARING DATE: October 24,2000 Page 4 of 14 D. APPLICABLE SECTIONS OF THE RENTON MUNICIPAL CODE: 1. Residential 8 du/ac (R-8) Zone Standards, Development Regulations 4-2-110A 2. Grading, Excavation and Mining Regulations, Development Regulations 4-4-060 3. Street Standards, Development Regulations 4-6-060 4. Subdivision Standards, Development Regulations 4-7 5. Tree Cutting and Land Clearing Regulations, Development Regulations 4-4-130 6. Critical Areas Ordinance No. 4835 E. APPLICABLE SECTIONS OF THE COMPREHENSIVE PLAN: 1. Land Use Element— Residential Single Family 2. Transportation Element 3. Housing Element 4. Environmental Element F. DEPARTMENT ANALYSIS: 1. PROJECT DESCRIPTION/BACKGROUND The applicant has proposed subdivision of an approximately 204,094 sf (4.685 acre) property into 25 lots suitable for detached, single family houses. Lots would range in size from 4,500 sf to 6,329 sf. The property is located at 5200 and 5250 NE 4th Street, in a Residential 8 (R-8) Zone, which requires between 5.0 and 8.0 dwelling units per net acre (du/a). Approximately 58,187 sf (1.34 acres) of the site would be streets and 8,866 sf (0.20 acre) of the site would be sensitive area (wetland). These areas would be deducted from the gross square footage of the site for density calculations. The net site area would be 137,041 sf (3.15 acres), therefore the density would be 7.95 du/a. According to the report of the wetland biologist, a Class Ill wetland is located at the north property line of the site. A 25' buffer has been proposed around the wetland. Access would primarily be from a new public street, Jericho Avenue NE, which intersects with NE 4th Street. The new street would terminate at the north boundary of the proposed plat. A modification from street standards has been requested to reduce the width of the public right- of-way from 50 feet to 42 feet. Existing structures on the site would be removed. Approximately 2,500 cubic yards of fill would be required for road base and general site fill prior to construction. HEXreport.doc City of Renton P/B/PW Department ,,orr.ninary Report to the Hearing Examiner MCTIGHE 4.77 RENTON LLC PRELIMINARY PLAT LUA00-114,PP,ECF PUBLIC HEARING DATE: October 24,2000 Page 5 of 14 The project requires Environmental Review, Preliminary Plat approval, and administrative approval of a reduced public street right-of-way (from 50 to 42 feet wide). The entire site would require grading, therefore it is expected that almost all trees would be removed. 2. ENVIRONMENTAL REVIEW Pursuant to the City of Renton's Environmental Ordinance and SEPA (RCW 43.21 C, 1971 as amended), on September 26, 2000, the Environmental Review Committee issued a Determination of Non-Significance - Mitigated. The appeal period closed on October 16, 2000, with no appeals having been filed. 3. COMPLIANCE WITH ERC MITIGATION MEASURES The Environmental Review Committee imposed mitigation measures that the applicant is required to comply with prior to recording the final plat. They are as follows: 1. Due to downstream flooding and erosion problems, staff recommends a SEPA condition requiring this project comply with the latest King County Surface Water Design Manual (KCSWDM). 2. The applicant shall install a silt fence along the downslope perimeter of the area that is to be disturbed. The silt fence shall be in place before clearing and grading is initiated, and shall be constructed in conformance with the specifications presented in the KCSWDM. This will be required during the construction of both off-site and on-site improvements was well as building construction. 3. Shallow drainage swales shall be constructed to intercept surface water flow and route the flow away from the construction area to a stabilized discharge point. Vegetation growth shall be established in the ditch by seeding or placing sod. Depending on site grades, it may be necessary to line the ditch with rock to protect the ditch from erosion and to reduce flow rates. The design and construction of drainage swales shall conform to the specifications presented in the most recent KCSWDM. Temporary pipe systems can also be used to convey stormwater across the site. This will be required during the construction of both off-site and on-site improvements as well as building construction. 4. The project contractor shall perform daily review and maintenance of all erosion and sedimentation control measures at the site during the construction of both off-site and on- site improvements as well as building construction. 5. Weekly reports on the status and condition of the erosion control plan with any recommendations of change or,revision to maintenance schedules or installation shall be submitted by the project Engineer of record to the public works inspector for the construction of the civil improvements of the plat. Certification of the installation, HEXreport.doc City of Renton P/B/PW Department ,,. c;inary Report to the Hearing Examiner MCTIGHE 4.77 RENTON LLC PRELIMINARY PLAT LUA00-114,PP,ECF PUBLIC HEARING DATE: October 24,2000 Page 6 of 14 maintenance and proper removal of the erosion control facilities shall be required prior to recording of the plat. 6. The applicant shall provide field-tested certification that a fire hydrant with 1000 GPM fire flow is located within 300 feet of all new single family structures. 7. The applicant shall pay the applicable Transportation Mitigation Fee at the rate of$75.00 per each new average weekday trip attributable to the project, estimated to be 9.55 average weekday trips per new residence. The Transportation Mitigation Fee is due prior to the recording of the plat. 8. The applicant shall follow the mitigation recommendations of the traffic engineer, Christopher Brown, in his report, "Traffic Study for a 26 Unit Single Family Residential Development, June 14, 2000." Compliance shall be prior to occupancy. 9. The applicant shall pay the appropriate Fire Mitigation Fee at a rate of $488.00 per each new single family residential lot created by the proposed plat. The fee is due prior to the recording of the plat. 10.The applicant shall pay the appropriate Parks Mitigation Fee at the rate of $530.76 per each new single family residential lot. The fee is due prior to the recording of the plat. 11.The applicant shall follow the recommendations of the geotechnical engineers, Geospectrum Consultants, Inc., in their report, dated May 30, 2000. 12.The applicant shall follow the recommendations of the wetland biologist, Jon K. Dueker, in his report, dated January, 2000. 13.The applicant shall draft and record a maintenance agreement or establish a Homeowners' Association for the maintenance of all common improvements (access and utility easements, rights-of-way, stormwater facilities, recreation area, and wetland and buffer tract). A draft of the document shall be submitted to the City of Renton for review and approval by the City Attorney prior to the recording of the plat. 14. Roads having paved area of 28 feet shall be'signed on one side of the street as 'No Parking.' 4. STAFF REVIEW COMMENTS Representatives from various city departments have reviewed the application materials to identify and address site plan issues from the proposed development. These comments are contained in the official file, and the essence of the comments has been incorporated into the appropriate sections of this report and the Departmental Recommendation at the end of the report. HEXreport.doc City of Renton P/B/PW Department - ': urinary Report to the Hearing Examiner MCTIGHE 4.77 RENTON LLC PRELIMINARY PLAT LUA00-114,PP,ECF PUBLIC HEARING DATE: October 24,2000 Page 7 of 14 5. CONSISTENCY WITH PRELIMINARY PLAT CRITERIA: Approval of a plat is based upon several factors. The following preliminary plat criteria have been established to assist decision makers in the review of the plat: (a) Compliance with the Comprehensive Plan Designation: The proposal should be consistent with the Comprehensive Plan land use designation of Single Family Residential. The Objective and Policies of Single Family Residential designation are as follows: Objective LU-J: Protect and enhance the Residential Single Family areas, encourage reinvestment and rehabilitation resulting in quality neighborhoods, improve opportunities for better public transportation, and make more efficient use of urban services and infrastructure. The proposed project meets aspects of this objective by a) representing an investment in under-utilized land, and b) providing a greater use of urban services and infrastructure. Other aspects of the objective such as a) protection and enhancement of the neighborhood, b) rehabilitation resulting in quality neighborhoods, and c) improving opportunities for better public transportation are met, if at all, to a lesser degree. Policy LU-34: Net development densities should fall within a range of 5.0 to 8.0 dwelling units per acre (du/a) in Residential Single Family Neighborhoods. The project, as proposed at 25 lots, has a density above the minimum allowed in the zone of 5.0 du/a. The project, with 25 lots, would meet the policy by having a development density of 7.95 dwelling units per net acre. Policy LU-35: A minimum lot size of 4,500 square feet should be allowed in single family residential neighborhoods except when flexible development standards are used for project review. Lots are currently proposed at 4,500 sf to 6,329 sf, with the average lot size at about 4,900 sf. Policy LU-37: Maximum height of structures should generally not exceed 2 stories in single family residential neighborhoods. Development standards require that the maximum building height in the R-8 Zone be two stories or 30 feet. The height of buildings will be reviewed at the time building permit applications are submitted. Policy LU-40: New plats developed at higher densities within existing neighborhoods should be designed to incorporate street locations, lot configurations, and building envelopes which address privacy and quality of life for existing residents. The development is less dense and the lots proposed are larger than lots being developed immediately to the east, in a Residential 10 Zone (ten dwelling units per net acre). Three new public streets are proposed. One would connect to a new street in the development to the west. The other is a continuation of the City's street grid system. HEXreport.doc City of Renton P/B/PW Department ._....unary Report to the Hearing Examiner ' MCTIGHE 4.77 RENTON LLC PRELIMINARY PLAT LUA00-114,PP,ECF PUBLIC HEARING DATE: October24,2000 Page 8 of 14 Policy LU-40.2: Site features such as distinctive stands of trees and natural slopes should be retained to enhance neighborhood character and preserve property values where possible. Retention of unique site features should be balanced with the objective of investing in neighborhoods within the overall context of the Vision Statement of[the] Comprehensive Plan. The applicant intends to remove all trees and grade slopes as necessary in order to develop the property (see Conditions of Approval, below). An existing Class III wetland on the property would be preserved, with a twenty-five foot buffer. Transportation Element The proposal should be consistent with the Comprehensive Plan Transportation Element. The Comprehensive Plan anticipates that increased urban densities would result in fewer, and shorter, vehicle trips. The proposed project would increase urban densities within the City. Housing Element • The proposal should be consistent with the Comprehensive Plan Housing Element. By adding 25 lots/houses to an undeveloped property, the proposed project would increase the City's housing supply, thereby furthering an objective of the City of Renton. Policy H-4, "Encourage infill development as a means to increase capacity," would particularly be met by this project. Environmental Element The proposal should be consistent with the Comprehensive Plan Environmental Element. The City of Renton's policy is to achieve no overall net loss of the City's remaining wetlands. The Class III wetland on the property will be preserved, with a twenty-five foot buffer surrounding it. The applicant has proposed a surface water control system that would collect, detain, treat for pollutants, and provide a controlled release of stormwater. A private system would be maintained by a Homeowners' Association. Approximately 157 trees, shown on an existing tree inventory submitted by the applicant, would be removed from the property. The applicant must adhere to the requirements of the Forest Practices Act, a state regulation that is administered by the Department of Natural Resources. A Class IV permit for conversion of forested land to another use and removal of more than 5000 board feet of timber (for sale, not personal use) would be required. The individual lots would be landscaped following house construction. (b) Compliance with the underlying zoning designation: The proposal site is designated Residential 8 (R-8), on the City of Renton Zoning Map. The intent of the R-8 Zone is to establish areas for single family residences with the goal of obtaining densities of between 5.0 and 8.0 dwelling units per net acre and to prohibit the development of uses that are incompatible with residential development. The R-8 Zone is permitted in areas of the City designated as Single Family Residential in the Comprehensive Plan. The proposed development would allow for future construction of up to 25 new single family dwelling units. HEXreport.doc City of Renton P/B/PW Department Report to the Hearing Examiner ' MCTIGHE 4.77 RENTON LLC PRELIMINARY PLAT LUA00-114,PP,ECF PUBLIC HEARING DATE: October 24,2000 Page 9 of 14 Minimum lot size permitted in the R-8 zone is 4,500 sf. The proposed plat would provide 25 lots ranging in size from 4,500 sf to 6,329 sf. The proposed development would be less dense than the project abutting on the west, "Windsong," which is in a Residential 10 Zone (ten dwelling units per net acre). If developed, the parcel abutting to the east would have a lower density than the proposed project because the property on the east is zoned Residential 5 (five dwelling units per net acre). (c) Compliance with Subdivision Regulations: Lot Arrangement: Side lot lines are to be at right angles to street lines, and each lot must have access to a public street or road. Access may be by private access easement street per the requirements of the Street Improvement Ordinance (Code Section 4-34). The proposed lot arrangement complies with the Lot Arrangement requirements of the Subdivision Regulations. Lot Lines are at right angles to street lines. Lots: The size, shape and orientation of lots shall meet the minimum area and width requirements of the applicable zoning classification and shall be appropriate for the type of development and use contemplated. The lots, as proposed, would meet or exceed the minimum area requirements of the Residential —8 Zone as indicated in the following table (list includes Lot 4, which exceeds the slope limitation): Lot Number Size (sf) Access Configuration 1 4,701 public street rectangular 2 5,110 public street rectangular 3 4,977 public street rectangular 4 4,500 public street rectangular 5 4,500 public street rectangular 6 4,500 public street rectangular 7 5,544 public street rectangular 8 4,662 public street rectangular 9 5,420 public street rectangular 10 4,640 public street rectangular 11 4,641 public street rectangular 12 4,641 public street rectangular 13 5,133 public street rectangular 14 4,599 public street rectangular 15 4,500 public street rectangular 16 4,500 public street rectangular 17 4,500 public street rectangular 18 4,500 public street rectangular 19 5,098 public street rectangular 20 5,443 public street oblique 21 6,329 private access easem't square 22 4,863 public street oblique 23 4,795 public street rectangular 24 4,805 public street rectangular 25 5,698 public street rectangular HEXreport.doc City of Renton P/B/PW Department 1`:•_.::unary Report to the Hearing Examiner MCTIGHE 4.77 RENTON LLC PRELIMINARY PLAT LUA00-114,PP,ECF PUBLIC HEARING DATE: October 24,2000 Page 10 of 14 Property Corners at Intersections: All lot corners at intersections of dedicated public rights- of-way, except alleys, shall have minimum radius of 15 feet. Lots at intersections are shown to have minimum radii of 15 feet. (d) Reasonableness of Proposed Boundaries Access The proposed project would be accessed by two off-site public streets, NE 5th Street and NE 4th Street. NE 5th Street is a new street, built for the Windsong development abutting on the west. NE 4th Street is the primary arterial through northeast Renton. The City street grid system would be furthered by the construction of Jericho Avenue NE into the plat. Two additional new public streets, NE 5th Street and Ilwaco Avenue NE would also be constructed within the plat. NE 5th Street would be extended from NE 5th Street to the west, but off set due to the wetland location. It is shown on the site plan (Exhibit 2) as Road 'C' at its connection with the street at Windsong and Road 'B' through the proposed preliminary plat. Ilwaco Avenue NE, which runs parallel to Jericho Avenue NE, is shown as Road 'A' on the site plan (Exhibit 2). A modification from City of Renton street standards has been requested by the applicant and approved by the Director of the Development Services Department. Topography The property does not have slopes that are regulated as critical areas in the City. The site will require grading for streets and building pads, however. Approximately 2,500 cubic yards of fill will be required to justify grades and for road subsurfacing. Relationship to Existing Uses They area of the property has existing residential development of varying densities. (e) Availability and Impact on Public Services (Timeliness) Police and Fire Police and Fire Prevention Bureau staff indicate that sufficient resources exist to furnish services to the proposed development, subject to conditions of the Environmental Review Committee determination, Code required improvements, and fees. Recreation There is a small, 3,177 sf recreation area, Tract 'B', proposed for the project. No plans for this space have been submitted by the applicant. Because this tract is less than the minimum lot size in the R 8 Zone, staff recommends that a restrictive covenant be placed on this tract restricting future use to open space. The space must be maintained by the Homeowners' Association, the forming of which is a condition of the environmental determination. HEXreport.doc City of Renton P/B/PW Department - I Report to the Hearing Examiner MCTIGHE 4.77 RENTON LLC PRELIMINARY PLAT LUA00-114,PP,ECF PUBLIC HEARING DATE: October24,2000 Page 11 of 14 There are no park facilities in the vicinity of the project. Stormwater The applicant submitted a conceptual drainage plan and drainage report. The conceptual drainage plan is to include detention for the fully built-out plat, including future houses, driveways, and roadway improvements. The runoff from the new houses must be tightlined to an underground stormwater vault constructed for the preliminary plat. Sewer Sanitary sewer service is available from a series of 8-inch lines stubbed to the property from the Windsong development to the west. Service may also be obtained via a new 24" line located in NE 4th Street. Sewer main extensions will be required to serve the new parcels, and to be extended the full length of the property to the north property boundary. Water The property is within Water District 90. Street Improvements Frontage improvements would be required along NE 4th Street. These improvements would include curb, gutter, sidewalks, street widening, street lights, street drainage, and undergrounding of overhead utilities. Coordination with Metro, the King County public transportation authority, has also been requested so that a transit stop can be coordinated with the Windsong development. G. RECOMMENDATION: Staff recommends approval of the preliminary plat, McTighe 4.77 Renton LLC Preliminary Plat, Project File No. LUA00-114, PP, ECF, subject to the following conditions: (1) Compliance with ERC Mitigation Measures: The applicant is required to comply with the Mitigation Measures, which were required by the Environmental Review Committee Threshold Determination. (2) A restrictive covenant shall be placed on Tract `B' limiting its future use to "open space". The form and wording of this covenant shall approved prior to recording by the City Attorney and be recorded with the plat. EXPIRATION PERIODS: Preliminary Plats (PP) expire five (5) years from final approval (signature) date. HEXreport.doc City of Renton P/B/PW Department I* , Mary Report to the Hearing Examiner • MCTIGHE 4.77 RENTON LLC PRELIMINARY PLAT LUA00-114,PP,ECF PUBLIC HEARING DATE: October24,2000 Page 12 of 14 Advisory Notes to Applicant: The following notes are supplemental information provided in conjunction with the environmental determination. Because these notes are provided as information only, they are not subject to the appeal process for environmental determinations. Plan Review—Sanitary Sewer 1. There are a series of 8"sewer mains stubbed to the westerly property line, and a new 24"sewer main in NE 4th Street. Sewer service is available from either system for this plat. 2. Eight-inch sewer mains must be extended into the site to service the new parcels. No dual side sewers will be permitted. 3. The new 8"sewer main must be extended to the north boundary of the plat. The proposed utility plan shows the sewer main ending 60 feet short of the north boundary,which is not acceptable. 4. A sewer cleanout will need to be located five feet out from buildings. 5. Separate side sewers will be required for each parcel (no dual sewers). Side sewer lines must have a 2 percent slope. 6. All utility plans must comply with the City of Renton Drafting Standards. 7. Show finished floor elevations on the sewer construction plan sheet. 8. The vertical profile of the sewer main will be required. 9. Any new sewer mains are to be separated from water lines by a minimum of 10 feet. There is a 7.5 foot minimum separation from other utilities. 10. Sewer Development Charges of$585.00 per single family residence will be required for this plat. The fee for this project would be$14,625.00. There is no credit given for existing houses. This fee must be paid prior to issuance of the construction permit for the preliminary plat. 11. Latecomers' Fees will also be required for the 24"sewer main in NE 4th Street, abutting the site. 12. An additional charge will be assessed for the East Renton Interceptor Special Assessment District No. 9204 (City of Renton Ordinance no. 4362, September 2, 1992). The amount will be determined later. Plan Review—Water 1. This site is within the Water District 90 Service Area, and would be served by the District for water. Plan Review—Stormwater Drainage 1. Storm drainage improvements will be required, including detention and water quality improvements. 2. The existing wetlands on the northern portion of the project cannot be used for the detention facilities of this project. Detention will be required at the low end of the project, as shown on the conceptual drainage plan, to allow for gravity to flow through the drainage facilities of the project. 3. Surface Water System Development charges of$385 per new single family lot will be required for this plat. No credit is given for existing houses. The fee for this project would be$9,625.00. This fee must be paid prior to issuance of the construction permit for the preliminary plat. Plan Review—Transportation and Street Improvements 1. All electrical and communication facilities to be underground behind the sidewalk. If right-of-way space is not available then in a utility easement. 2. Full frontage improvements will be required adjacent to the development site along NE 4th Street. These improvements will include curb,gutter,sidewalks, street widening, street lights, street drainage, and undergrounding of overhead utilities. 3. Additional right-of-way is required at the southwest corner of the property along NE 4th Street, to eliminate the small jog in the right-of-way. HEXreport.doc City of Renton P/B/PW Department i- .?-inaty Report to the Hearing Examiner MCTIGHE 4.77 RENTON LLC PRELIMINARY PLAT LUA00-114,PP,ECF PUBLIC HEARING DATE: October 24,2000 Page 13 of 14 4. The extension of Jericho Avenue NE must be developed (per City Code)to the following standards: 35 feet of right-of-way, 28 feet of pavement(minimum of 4"of asphalt over 6"crushed rock), 5 foot concrete sidewalk along the west side of the street, vertical curb and gutter along the west side of the street, street lighting and street drainage system. Additional utility easements will be needed outside of this right-of-way to accommodate the franchise utilities, fire hydrants, street lights, and water meters. 5. Street lighting is required to meet City standards. Minimum lighting level is 6:1 uniformity ratio and 0.2 foot candle level. The street lighting conduit to be located under the sidewalk. 6. The new"Road A"must be developed)per City Code)to the following standards: 42 feet of right-of-way, 32 feet of pavement (minimum of 4"asphalt over 6"crushed rock), 5 foot concrete sidewalks along both sides of the street,vertical curbs with gutters, street lighting and street drainage system. Additional utility easements will be needed outside of this right-of-way to accommodate the franchise utilities,fire hydrants, street lights, and water meters. 7. The new"Road B"must be developed to the following modified standards: 37 feet of right-of-way, 32 feet of pavement (minimum of 4"asphalt over 6"crushed rock), 5 foot concrete sidewalks along the south side of the street,vertical curbs with gutter along both sides of the street, street lighting and street drainage system. Additional utility easements will be needed outside of this right-of-way to accommodate the franchise utilities, fire hydrants,street lights, and water meters. 8. The new"Road C"must be developed (per City Code)to the following modified standards: 35 feet of right-of- way,28 feet of pavement(minimum of 4"asphalt over 6"crushed rock), 5 foot concrete sidewalks along the south side of the street, vertical curb and gutter along the south side of the street, street lighting and street drainage system. Additional utility easements will be needed outside of this right-of-way to accommodate the franchise utilities,fire hydrants, street lights, and water meters. 9. Payment of a Transportation Mitigation fee of$75 per new average weekday trip, estimated at 9.55 new trips per single family lot, will be required prior to recording of the plat. It has been estimated that this 25 lot plat (credit would be given for the two existing houses)would result in approximately 220 additional average (weekday)trips. The Transportation Mitigation Fee would be$16,500.00. Plan Review—General 1. All required utility, drainage, and street improvements will require separate plan submittals prepared according to City of Renton drafting standards by a registered Civil Engineer. 2. The construction permit application(s) must include an itemized cost estimate for these improvements. 3. The fee for review and inspection of these improvements is 5 percent of the first$100,000 of the estimated construction costs; 4 percent of anything over$100,000, but less than $200,000, and 3 percent of anything over$200,000. Half of this fee must be paid upon application for construction permits (preliminary plat improvements), and the remainder when the construction permit is issued. There may be additional fees for water service related expenses. Parks Department Review 1. Payment of a Parks Mitigation fee of$530.76 for each new single family lot will be required prior to recording of the plat. Credit would be given for the two existing houses. Building Department Review 1. Demolition permits will be required. Fire Prevention Department Review 1. A fire hydrant with 1000 GPM fire flow is required within 300 feet of all new single family structures. If the HEXreport.doc City of Renton P/B/PW Department I-ieiiminary Report to the Hearing Examiner • MCTIGHE 4.77 RENTON LLC PRELIMINARY PLAT LUA00-114,PP,ECF PUBLIC HEARING DATE: October 24,2000 Page 14 of 14 building square footage exceeds 3600 square feet in area,the minimum fire flow increases to 1500 GPM and requires two hydrants within 300 feet of the structure. 2. A Fire Mitigation fee of$488 is required for all new single family lots. Payment is required prior to recording of the plat. Property Services Department Review 1. Comments will be provided under separate cover. Development Services Department Review 1. The site is designated Residential Single Family in the Comprehensive Plan. 2. The property is zoned Residential 8 (R-8). 3. Densities allowed in the R-8 Zone are 5.0 dwelling units per net acre (du/a) minimum and 8.0 du/a maximum. 4. Minimum lot size in the R-8 Zone is 4500 sf,with minimum width of 50 for interior lots and 60 for corner lots. The minimum permitted lot depth is 65 feet. Lot dimensions must be shown on the final site plan demonstrating that all lots meet these minimums. 5. Heights of buildings in the R-8 Zone are limited to 2 stories, or 30 feet. 6. Required setbacks in the R-8 Zone are 20 feet for front yards facing NE 24th St (a street existing prior to September 1, 1995) and 15 feet for houses and 20 feet for attached garages which access from the front if fronting on the new public street to be constructed; 20 foot rear yard setbacks; 5 foot side yard setbacks for interior lots and 15 feet sideyard setbacks for corner lots. All setbacks are minimums. Setback dimensions should be shown on the construction drawings, but setback lines must be removed prior to recording the final plat. 7. The maximum building coverage in the R-8 Zone is 35 percent for lots over 5,000 sf or 50 percent for lots 5,000 sf or less. 8. The applicant must contact Paul Alexander of The King County Department of Transportation, Metro Transportation, Metro Transit Route Facilities at 206-684-1599 regarding Metro's requirements for the transit stop located on NE 4th Street. HEXreport.doc SITE PLAN OF 4.77 COURT • •WETLAND RAG.T1P. 6'CYCLONE 0+45.44 90_I 4'Hai 8MtE FENCE 0+00 N 8820.54'W NO-t0 EENE _ _ _ -- .- 330 54' n • i rim :.� TPWAN _W 11` 7n I T - - - = rLB J TRACT\AI L=2J.18' Yo , SUETFA REA TRAC`` i tI _ . R-I5.�9t' ,�' ARE •A TRACT i 1 MOO f}g832"56`{Y t\ `$ T to.,siafwuX ,. ,1 f--77:83+_1 +- {'' r• • �3 .u.-ul� EASEYEN. 1 1 t� q �� I '�'�v •' • • AAB� m '\ W0.7 ,\` WD-fi_ NO-4�T/' 4DEWAA11lltt , '. N '$ ,I ', „ __ '' / i EASEMENT iLz .I. u I BUILDING SETBACKS a.w- 'R=24.50' _____''¢ / 1_�-R=15.00'. �\`%'' • i � � ' T _-c' FRONT YARD =20 1 L= - 131.56' 62.59•'-_ i, -- : S 19 - y}Q;�' REAR YARD =20 - Tt',.50' 1 ' `\N 88'52'56'W 5+16.21 t .l r ' d' x Jn=w [5� SIDE,YARD =5' ••'4753' • \ \ vI ,rrvu as ` , CORNER SIDE YARD -15' I `6'T6. • 0 • 6\ \\\\ N J 4TM !' a �ST - t=29.T8' j.• \,?}� W \ ag 11 tBM ST I F. SE TOTAL PARCEL AREA 204.094 sq.ft. 4.685 acres I I. 71.15 a ���\` fi~II, e• Y '® q g�61.50':��, ''L-Z?80, 68.96' I L=2J.33' �I E R inn • PROPOSED NO.OF LOTS 25 it PROPOSED ZONING R-8 I .... .... •I 1.4 ¢ R-1 00' r I - L=19.7' TO R=1 .001: \\S. t, I I PROPOSED SQUARE FOOTAGES z m .� R=154/0''J '• T-'�"'q,PaV„a- a LOT 1 4,701 aq.rt. I k-99s75r W Soo s 13 e g " T5 Aj„_ aL.r_.. II LOT 2 5,110 sq.ft. ` - la a 9Ew LOT 3 4,977 sq.ft. I r--B129'--T \ EASEMENT - -8852'S8'-`/) , \\\ 41'8852'5• _ LOT 4 4,500 sq.ft. 1,a o• I r--86:37'--� r--8371'--^ -- � 0 10 20 5 � � �J LOT s 4.500 soft — — 0 15 ' , F �i ! *- .C"J ,8�,,. LOT 6 4,500 sq.ft. .. 6 \ b a SCALE 1'=50'O �__ w. LOT 7 5,544 sq.ft. 1 — —1_ o _J-_TA__4\,___ I, T` _ LOT 8 4,662 sq.ft. I �'N • =;_i 4 y W VICINITY MAP LOT 9 5,420 sq.ft. -E- — 1 a`, -89.47"53'W • `' S ZS LOT 10 4.640 sq.ft. --83.29'--� 'I 1r,, LOT 11 4,64E sq.ft. `31-8852'51Y'W I N-8E52'S1Y%W i� 7 LOT 12 4.641 sq.ft' ,,, Q r= .35'--� ,y: --B17 _ LEGAL DESCRIPTION LOT 13 5.133 sq.ft. • 16 c• , i \is 1' LOT 14 4,599 spit. Tr Q - to LOT 15 4,500 sq.ft. I T THE EAST HALF OF THE SOUTHEAST QUARTER OF THE SOUTHWEST LOT 16 4,500 sq.ft. 11 o 5 Q' QUARTER OF THE SOUTHEAST QUARTER OF SECTON 10,TOWNSHIP LOT 17 4,500 sq.ft. ,, ):{ •-1-63.253'-1d i '^ V) o`,� _ - 23 NORTH,RANGE 5 EAST, 901lE MERIDIAN,KING COUNTY, LOT 18 4,500 sq.ft. --83.29'--� '88 z ' ' V WASHINGTON,EXCEPT THE EAST FEET OF THE WEST 120 FEET LOT 19 5.098 sq.ft. ,-- --- ,"N-88'SYS:_-YI- p2, yy OF THE SOUTH 160 FEET THEREOF,LESS THE COUNTY ROAD. LOT 20 5,443 sq.ft. "▪ ors' 21 6,329 sq.ft. EASEYBNT o v D,5'RDE8I8433---' r--8375-=� - \W BASIS RING LOT 22 4,863 sq.ft. 17_-_ /E i- '�7 E PENT LOT 23 4,795 sq.ft. 'I 10 --s' __ HELD N8821.09-W ON THE SOUTH LINE OF THE SOUTHEAST LOT 24 4.805 spit. - — — — — - `,+4.$9'47•53. .' rXI QUARTER,SECTION 10,TOWNSHIP 23 NORTH.RANG E 5 EAST PER LOT 25 5,698 sq.ft. , --8129--{ 21a i 21 .• I _'I �`% KING COUNTY CONTROL SURVEY BREAKDOWN, TRACT A 19,773 sq.ft. ra + , � J$-IB.1 60.03' 60.01' aT �$ TRACT B 3.177 sq.ft. 6'a' $ i 1 60.01' N 8852.56'W ' • \ w r r 7 r CORE#2119 BRASS DISK IN ROAD AT INTERSECTION OF S.E 128TH STREET AND '"" _'N6- 14-89'47N.T3'"NI.'' Ai I •x��.. I a_---i-o� / I 142ND AVENUE S.E. p Hu L a ' O1 ELEV=129.972 METERS p«SS?9' 5. Ly $ ya `7 �_� IWC1 426.416 FEET i--_ I n +... H -___Vl�-L=23.B0'I , 1 Q�� DENSITY CALCULATION I `a �._, • f(f� `b3'9LiwAlk R=15.00'' `i a, SITE AREA 204,094.sq.ft. ^ErrT- -- - '- 99En5EIIENT �L-mg.... L4 NAVD 88 ROADWAY AREA 58,187 sq.ft. _I N 89'47'SJ\ J.47' __SD.ODL 44.77' 4. I r SENSITIVE AREAS 8,866 sq.ft. -�J '-- 9224• I1T-I µ NET SITE AREA IJ7,041 sq.ft. 3.146 area i J _ _Lae..., 5'�> _'J6.- _� R=71a �I\aT'. N•- 2 ;� INSTRUMENT USED, 5 SECOND TOTAL STATION. NET DENSITY PROPOSED 25 divided by 3.146=7.9 D.U./ACRE $ ; \ _ �� — i; Q �� ir+ - HELD SURVEY WAS BY CLOSED TRAVERSE LOOPS,MINIMUM CLOSURE NET DENSITY ALLOWED 8 DWELLING UNITS PER ACRE I __,34_.�i \ •I F - - l .arm�.v-...;.,•..4Ts„�aEaW4� 7� OF LOOPS WAS 1:22,000 IN ACCORDANCE WITH WAG 332-130-090. 'N 89'4,57'_.. /NIg (a}R= .OP arr lfi -� 1_i �pyT J 49 [. Ifig'-�-a o f BD n f -a a,TYI 'c71.00'1'�,1 YE,ASEYE"' i R L 183 1 1 S SN-\•]Q OWNERS MCTIGHE FAMILY PARTNERSHIP IpEC N,' 9 ,7, -am r_LEAS I it �`/6 UDAS-'•) and 4.77 RENTON LLC. I ;^\` Q410 I Y' A BTIm ,' lb ,\\ $ i yFw 40 6450 SOUTHCENTER BLVD.,SUITE 106 : 21 Q23 ,� 24 \ 5 J m ='L`t` SEATTLE,WA 98188 I I T--fi aY '_ y q q� 01 206 244-0122 Soma nem•' ` a _ al;'`\ AND CAP T -a.Tfi taj- _ '�1 _23',V 1\ /, � y t �IS1-� n ._[ - _______J L_ ,.•`'15.CIO, •` j `�\y a\�Cf:,220? LAND SURVEYOR BAIMA Sr HOLMBERC INC. TO BE DEDICATED-u?\��-� MI_ _ -50.02'-\` r`•— 14• \ 'r, '.\\--j /qvAL LAT>D IOU FRONT STREET SOUTH RIGHT-OF-WAY i - -�? �,���.Try ,.�q-•%._--._ Ip 4 MIRES II/30/00 ISSAQUAH.WA 98027 '.--3D.06'F N.=4W).131 .,'N 1R TY- -=�-'—'.•' -_I w•'Q - 1Rr,<Uax:\\\\'ariiiiruuu JOB NO.1517-006 (425)392-0250 N 00120fi'E NV-4WB.BJ NV-4W9.U6 a ----- (1'�I p 1-- - -�E -dTH-4T a ,�' C PU483L=g862{6�W� CITY OF RENTON 2642.56' N8821'09%9(MEAS.) DEPARTMENT OF PUBLIC WORKS ' • NOTE: SITE PLAN A ALL LOTS ARE TO BE DETACHED _ SINGLE FAMILY RESIDENTIAL DDIM® _ 4/18/00 ,p,<tro 2 REVISED PER CITY OF RENTON MSH WSH 9/07/00 LINEN --- - - • • 1 REVISED PER CITY OF RENTON JEF CJA 8/11/00 CNECWJt1 �� MID "" •• , Na. M'BIDN BY LPP¢ DATE 1PPga\'m 44,vs sID2i of 141. R.P. 116:M. _ _ 6'CYCLONE rr01UN0 t NI.wttE fErvCEI eB'2O'64'W F r • ve r liursEN i " e Y -1 . }8 , I -9 1 Q. y Z U '•'�// ,•5 `SCINRT YAP I �-——�- — --- WOG ®'''''''''Q 00 ofm4 z ew , �aaa L--L —z • m 6E ® o a G 11 u, t}....o. • -6 ems.A. 11 i !i2 "....i:i , . ) • • �1353 ® IrOAL OFSCRIPnON - ( ,,. ...l e _ wuTEnt H.�µHE swM[sr QUARTER OfRSEECTION 110,TOMx., 5 EAST. ETTE ICOUNTY EtOsviEFftE �fEEx _ OF ME sutM OR THEREOF.LESS Mp _ BHEALSDa ] 9 1'Gi E ——— —— • Et®:-- -. a g �ME sWM InE KNME MEAsi 1 v[N Suit ERWAk00 .. E E.. • Eenga aK gr --+--+ o �.R0 INTERSECTION s[Ix6M=aRx MO = ROAo W I ; SE .26..116ue. MIMI 1 :11).L_ij g MAYO 66 . , 4 7 all . • II N rv.U��,SECOND.o, STATION. • • .. .L 9 oE',1 4 Y_ 1: aE =KT=N„ TRAVERSE �No.NI CLOSURE -L--L--L.0 Z•_______ F _ E WAS t ACCORDANCE A �' �SµuPB t 1 „„... '.70.06' `N]O012'O6'E 1 wv5.3 "V �V}4 J © � 20 N.ENT 4TH ST. .x9.09 ..,,,,gib,_ ., --` —2642.62r NB6'21'09•W("MEAS.) _ 2642 66' NBB'21'O9'A(MEAS.) — — .fMe1.OS Immo 11/90/00 1 o aP - 9 n J roR/:m RAG OP. 0 6'CYCLONE 0+45.44 p_Io - 0 FENCE 0+00 N 88•2O'54'W J]051'�� o ] © • D / 1- _vial__, _/ TI d 1 20'FUNRE • = 10.3t "9`" ]5'TRACT A SENSITIVE I e 35'R/W R/W Ir=O pp L.23.10' r Z AREA TRACT I• I ZU N R=15.00' o - ,m-3 NL6852'S8.-11 5' 28' 12' S' l CcS us niA z --71,631- • - n _ ..• 20.5'16.5i • W d' (35 .... .... o _--_- J), 2 din-) �).D-" wh4/, E SNOB 73, 1) -. LL.39.09' 10 s / n .1 „ m L�21q� 1'CUSS BASPHALT -- ..4i R N.50' ��� ___R.15.00'/62.59' 6'CRUSHED ROCK _ 1=2.70 • —- R.rr•1.50' N 6852'56*W JER& R N.E. 6•vT•53- ROAD B 8 ROAD 2C ' 6.16: HOR2.1' 20 .1.29.19� VERT.1'a 2' • (f`'61.5D 21.15 68.96' L.23 B0' L-23.3 3.*N z .•• .•.• .•., z 14 R=IS.PO'n R=15[OD 13 Ral}i..00' • 5• 21'R/W 21'R/W SIDEWALK O F s N-09'4T5]'W + w 3 EASEMENT r 5, �I 05' 0.5' II EASEMENT 83.29' u2MN • • 5' 16' 16' S' F z a ' N 605250-W' N e652'Se'.W p CT3 W ' 86.37' • U0. e _ � • 15nE 'I — —� LL.D./CAM E — + — — e9Y2'SJ'W 12 4 Z 1'QASS D ASPHALT °c1'-' - 83.29' 6'CRUSHED ROCI( 41 71 °� W Q r, 11 68.52.513.w N (1.118.32.36.e.323 N ROAD A A w„[R • 16 N 6 p Q HORZ.1-.20' In 4� DINT :i3 54 I. N v A9v8'Se W `�' 0 2 11 ^• g 5 �I = v ii W-e852'S6.W z N-ee5n6•-W y F n5'99pNKo a'[ASNNi 17 „ QSUYVO4T 20.5'R/W 16.5.R '� �O • 6 z 1 0.5' 05' EASEMENT .N.89YY]3''W m 16' 16' 111 5'SIDEWALK E 21' 21' n 99 50.0]' 60.01' - • N• �8 60.01' N 8852'356"W N : W 1 JS'• 4.CLASS B ASPHALT '•• " 4 ii 14-09'17•93'-VI --8329'-- 1p 9 r CRUSHED ROCK L-45.u9' 0. 8 T*,M „ —)r • ROAD B R.29.00. o m HORZ.1'.20' fJrL.23.130: 9e pp 99 • 19 „ /, i If 4 9 1 d Y 1 11.05' El_ L R=IS.00':T\\ 77 u - _▪ . ___g�.Q_o' E..-1 ra[5050.00' tPs1a. \ 3 69'IT'Sl W 31.0' I 50.00' 44.T)' y`4 < • - ___ _J 0I 204 . T809 Al N BBSYS6-W o J g J \— I I n . •L W�, d5 2.]B' .2T2' . 5001 2• N 89.4•53'- - w5P .M 17;0'' Le " 69../(041 i'-L"S� T1.00 Y .sro L 13 3 _ s R-fs.o- n¢: I211wI9 AZ,I"" 23 o Sm 24 „„ 5;I I DIM MAR ® _r 1 , z ' - I ----- o G i -23.94' __ 41 a 51LVPE TO BE DEDICATED •• 02_ 50.02^ —50.02' RIGHT-OF-WAY f ice" J uv I1.,7 W a J0.06' �42)61 van A I,7II..N 00'12'Ofi'E IP b a ® R 12.00' N.E. 4TH ST. M4.zn.o5 1>.1r — ———1(1 ,';1®",,;ns 2642.62' NBB'21'O9'W(MEAS.) J .,....0 o 2642.56' NBB'21'09'W(MEAS.) l� SIP"/TO I 9E Z, 1 4 .• KNAPP TYPE,TYP. 6.CY V+00 CLONE •I•I-001 NYIT_, /04+13.1-4 50.4420.54.w 3_,., .......„,..,j .,...\ 7r. FENCE- Le_ . j lqAC,11.-;C. / • ;,'' ''' ,,-- ‘;---j 1 : ; .1 ,... *----- . A' 1' i 4 i 1 i;4',9-' •-",'r \ ri ',-,,j,-2 1'‘, (----' -_, — i ,' '• Ta4c-r,A , ,, 1 ,, 1 ,...., ; o , ,,TT `, 't.0 4 --''''4.,,_...—,i21111,1:,ss' -,,:-',,-, III . .-S621 ,..,,,, ••• 2 .00 ../. , 5_ 3?«Z5.9.130AD13 ,,, ' 1... '' ' SCALE I..Pi •,... y \‘, ‘. • ,, . 4.Z -1' . ‘, ••••., ',-.. 13 ; 3 0 0 IT ' • 5-°°'‘' %O.SIOTWALW_ ,' • E-• 'T7 r \, le ;T 3 ___S '_ E‘E•T• t?.- -—-- —_ -1_7 5 . `-., ___ ......-';, • • : k'• 12-111-1_1-"'- 4 f ', LL! ,., P01 • , ,h cc '''' : '' '• \ '‘,..(-) 1., , q .., PPP Pa I _ 1 , -11 . '‘“' --------- / ,'; i 0 ' •r. --TF=----' - ' ;''!3 •7 ';' ; 22 T • - ± / ,' -1.:,...'... rl- 1 '`. i l 45.f„ 9 cl:7 a PROPOSED GRADING CUT5,000±CU.YD. FML.5.000 01 YD. e-- sa---- §1§I PT 2+54.55 .._—__ _.-i---7-------_-- •,‘ --S,- --1:=LA ' —0,--,-- H I 1 - —,—I -6 -., 7.• `„ '. ..,-.;-- , f \ T-----t-----r--___I------- 0--- . i . , at MN OM "Q4-7,i , 8.j 24 :1.1. 5 ± \ , I /1 23 e ... - : sytURE ., TO BE DEDICATED k_.--- _ii •!..--smc..--: ---:_____' -7.'. \- ---Lr. _____6 RIGMT-Or-WAY! % ' , 0.2.111•14-iv , _ ez:,..,10.,.„ .428.53 ,r por j PrIVP•129.05 ,— — __ t 0 )2M. ,-N.E. 4TH ST. - .0. _ 2642 62' NE18.21.09'W(MEAS.) -o o 2612.56' NE1871.09'W(MEAS.) el — ‘'.fl Pr.. W.V. I Z E . --,-6 • .. §•‘4 • •21100 MG.rm. 6'CYCLONE 0+45.44 r Nical Ian, 1.1- rENCE-V.00 N 08.20 ... m'E — .54-W . po_, _._ — 4,-. 330,54' \ 0 Z er— d sP',,. / ; • r 494 ,',-,/ •,, ..„1:,_,„,i_,1,, ; _i • .• / T , .: ..- , .'7TRACTA , 1 ' 1 ., 1 i Il --- ; : etgr..._,,,,. • I -- :,..":::ft I 111i 1i.1 ,„ rt . I .-•" 1." / . 1 , 4-''--------- '' .4 .,,- .-.',1 . X.., ....... . --- I s6.1. I . I---- I , ,/ ---_.,,,,-g,',:.1.50i .....7. r ,•,ir to• , • I I ,,,, , . . ‘, ROAD..6 • .. ii - -• 1 "cks.-X.!, -wqr...- . 04.09.My i '.I ri A .24 'CV1IL47.04i, , • • .. . . . .\ , , . I 1 57 55 55 . 14' \,._.,, • ig.:•.1.;; --4 !'.', . -,, .--.13 3 Al. i . I -am: - 1 •„__, =IC sal'iiir' 4,...-.-•...,..,, .4g I I---—-T- --1-71_._ _ - 15 _L_ L__, _u . •Cil I 01-- +—— ---1 — 12 -• 1 •4 . , 4 11 E g • , :. g.g 16 - r.. :i'i1• 1- \ • ' 40- i',..-•-. ,ii I !,:i `..ii• •.,;-' ss, ' \ _ 1 12 :• 8 '. _-- ----------- '" 1 Ed' EISLIalii 1., ,I 0 5`,SZDEWALX F, ----- -• -;17.•-,'^' . ‘1.+ '''.-.!.- ''--"—"io sa-- L , 11411,3730 / i ,- i___..4 • :3-1 7: ' ' ,-------__ 1_....11--.1: .. .17._.: __,......::.' OtSMENT..:\ .-,''....'\ 1 .. 7./..:....,--- t- -°,•1 ©......... 1 . 18 / '1./ i ' a .......... 8 , 1 1 1i 1 1 - \ ___.___ 11•," ',' , • _ 0, , o 5 5 k I ®i 1---— ,...,,. • • ... . . .4_,J___--1---t----1----1 - • --- • _0.0." 0.„,--;‘..-,', --'; -'*A-4-41 1 N-1111111:„...&''''''1111Ma''".' 1--,-- ..R.•;., .. ... 71.7..1 _-.,-,mw.-r,,l,winii, E_ . .14,14.1612:ill''' . • / / / \' 120 1,3 14 AS MOM 611' ' . `• '. . • lig4 •f: I 4-.: I La\ _'„,:fiint li' ''' ‘‘ " . I I I I I INV.410.50 IMMO ROAR\ . YU- I no-432.c0 ___.— L_I_L—_—___-r-_—_--1—_—_ -.---, . ----. •,,,,,ls....-1---,.....;q, 1 '' ' '5 4': yr..... gg g To::.,,,,,c„,,. _ ....,_,.., __......„......._____,_"•,, --------=.---"---,----7-7----7-r-.•-=-'.%r %—"V---- .... --- t.Il• .-----._ _ ___, -,-_-,-,---,------_...•- --,; - ---•----..------ -7-' ts/3 ' onn6o Ir-sa- DIV.4 e.s6 g - — _ ,__, __ 7,12.SD•LOIS ° A '.-' '" '2. KE .TH-4T. - — ____•,,,-..2...,..,t , 2042..2 Nar2V09.W.AEA. palm 11/30/. I Lilt1,04.6„) .,i6 ?6' NSErIt09"W NEAS.) coy-sr SD C011 3:2744,.....„ __ - -- _ g g •0.07R 01V.3.2.75 E 001.431 • ' • I '-•''''' `'°I. - �W�� n PRELIMINAR OF "'0__/8/O0 .tin CITY OF 4.77 Ca, : _� �aDTa. qne. sI' RENTON BLVISL°aP CITY DT RENTON .� 8/1'/00 ROAD PROFILE Plannin99m0uimins00 P.C. WO,Ya 0oli• T51'1-000 �0. REVISION BY DATE APPfl �.•�^• 0regq Zi mean P.E.,ACminiSGabr 3m 5'9 Ksq. , 5 4. 1 e $S ,4r e e ; • - _ 0 o a STA.0.0 AMC. N SL IT.�S. a MBea 1 IIl 2s8 . ;1b ug w I $ vi-'' us sT spa ��® F =g:Y .x.sT r �8 aPa- III4I a �� 2" vts..s0 `t rvOL..'. g . .12 ` fi . ....g 4 y• ea@; 8 g «.a Mesa ''� I } SiAI'.80]F AVE.. w.L se N.. ago .L $ ....rilei x £w C 4£: L- a 8 8 >T. key s .. K :.so - - s II .:.9 L g33® m �nr tTr -k g .�0.vi Aa S Eat, s O ; aar 114 _.> zL. ash sag a .aes .- ' 8 .iu 'i a $ w�s II A ® evcL Mnwa eg ' IF 1?A' s 444.04 ill o eT." �v°o.00ae.��L. �22§3 ks i 2 . ,.I' .$ a ' 8 e a.: I oka'L - - A acv-Ua3 Pp s «in 'i 5 5 K 811 g ..e.v f!' it: .Mae I I STA.6450.74.LfipO A.N L STA. 0 9.1NT • -I Srr oO,.o0am n M av- '.so I. vcs:..00 g : v¢.s'..x E I :All 0.a M: a.1 8 ; g a a a f�i ?o ,°2. ' u v E Ai k"s_ ka_ £g 8p N \ .1 N O i :a '-''' gsA .:;_. 11),4 :.:0 _%23.a ST •45 44 ROAD INT =m ¢tv-.Ld0 a S Y1 D.441 mf ' p ''I!! , GIs�_ '�4 a .:t� a Isg I hs:s r maSE. '�. � a 7 _ • 1 — 0 .«.sae p $ Asu0a. 00�a0'.cTr'LB ..ga I� • • 8 2 ' -.... .. •Z 1 ^ •" . 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I CbR I Center Office Residential- •02% Automall District A IC-10I Residential 10 du/ac ' I CA I Commercial Arterial `,..,•',I Automall District D ' — Residential 14 de/ao " - , I CO I Commercial Office • For additional regulations in overlay districts Ls ` not shown on this map, please see RMC 4-3. ? Residential Multi-Family infill _ I IM"I Industrial - Heavy " m w IRA-NI Residential Multi-Family Neighborhood Center• I IM I Industrial -'Medium PAGE f • IRM-C I Residential Multi-Family Suburban Center" - I IL I Industrial-_Light re INDEX - y" - -" am Residential Mu1tr.Rati llY,litnag Same l!--t 1.?-1.`t Public Use" ci co • CITY ►F 'RENTON • ..LL Planning/Building/Public Works Department mm an P.E.,Administrator Jesse Tanner;Mayor. .= Gregg Zimmerman • ;October 17, 2000 : • • • • Mr. Shupe Holmberg Baima& Holmberg Inc. 100 Front Street.South Issaquah,WA 98027 SUBJECT: McTighe Plat. . - LUA-00-114,PP,ECF • Dear Mr. Holmberg: This letter is to inform you that the comment and appeal periods',have. ended for the Environmental Review Committee's (ERC) Determination of.Non-Significance - Mitigated for:•the above-referenced project. No appeals were.filed on the ERC determination. This decision is final. The applicant must comply with, all ERC Mitigation Measures."' A Public Hearing will be held by the Renton Hearing Examiner at,his regular meeting in the Council Chambers on the seventh floor of.City Hall, 1055 South Grady Way; Renton, Washington, on October 24. 2000 at 9:00 AM to consider the Preliminary Plat. 'The applicant or representative(s) of the applicant is required to be present at the public hearing. If you have any questions, please feel free to contact me at(425)430-7382. For the Environmental Review Committee, • • • Elizabeth Higgins,AICP Senior Planner • • • cc: Mr. Darwin McTighe/Owner • • FINAL 1055 South Grady Way-Renton,Washington 98055 EINrule nnnor r.,r,raine cn narvriori rnararial 911 i r,r,-er rnnel ,or CITY IF RENTON Planning/Building/Public Works Department" Jesse.Tanner,Mayor Gregg Zimmerman P.E.;Administrator. September 27,2000 :. • • •Washington State - . Department of Ecology Environmental Review Section PO Box 47703 Olympia;WA•98504-7703 Subject: .. Environmental Determinations Transmitted herewith is a copy of the Environmental Determination for the following project reviewed by " the Environmental Review Committee (ERC)on September 26 2000: DETERMINATION OF NON-SIGNIFICANCE-MITIGATED MCTIGHE PRELIMINARY PLAT LUA-00-114,PP,ECF . :; ' _ .The applicant has proposed subdividing a 4.77 acre property by means of the preliminary plat process, into 26 lots suitable for single-family residential development. The property is located at ' 5200 and 5250_NE4t"Street iri Renton. Wetlands are believed to be present on the property. An environmental review'and public hearing will be.required as part of the application process. Location: 5200 and 5250 NE 4tf'Street. • Appeals of the environmental determination must be filed in writing on or before 5:00 PM, October 16, 2000. Appeals must be filed in writing together with the required $75:00 application fee with: Hearing Examiner, City of Renton;:1055 South Grady Way, Renton,WA 98055.-Appeals to the Examiner"are. governed by City of Renton Municipal Code Section 4-8-110. Additional information regarding the appeal process may be obtained from the Renton City Clerk's Office, (425)-430-6510. If you have questions;please call me at(425)430-7382. For the Environmental Review.Committee, Ni .. Elizabeth Higgins,AICP. Senior Planner'' cc: King County Wastewater Treatment Division Larry Fisher, Department of Fisheries ", David Fi Dietzman,.Department of Natural Resources • WSDOT, Northwest Region Duwamish Tribal Office • :. •Rod Malcom; Fisheries, Muckleshoot Indian Tribe(Ordinance) US Army Corp.of Engineers agencyltr\ -1055 South-Grady Way-Renton,Washington 98055 - Thic Honor rnntainc cm.raevrinrl matarial 9n%nnet rnncumnr ,_ CITY _ F .RENTON ..tl ;�` v Planning/Building/Public Works Department Jesse Tanner;• Mayor : Gregg Zimmerman P.E.,Administrator . September 27,2000 • Mr. Shupe Holmberg -. Baima& Holmberg Inc:: • 100 Front Street South „- Issaquah, WA 98027 SUBJECT:,: McTighe Plat • LUA-00-114,PP,ECF. Dear Mr. Holmberg: This letter is written on behalf of the Environmental Review Committee (ERC) and is to advise you that they have completed their review of the subject-project. The.ERC, on September 26, 2000, issued a threshold Determination of Non-Significance-Mitigated with Mitigation Measures. See the enclosed Mitigation Measures document: Appeals of the environmental,determination must be filed in writing on or before 5:00 PM, October 16; 2000. Appeals must be filed in writing together:with the,required $75.00 application fee with: Hearing. Examiner, :City of Renton, 1055 South Grady Way, Renton, WA.98055. ":Appeals to the Examiner are governed by City of Renton Municipal,Code Section Additional information regarding the',appeal - process may be obtained from the.Renton City.Clerk's Office;(425)-430-6510. A Public Hearing will be held by the Renton Hearing:Examiner at his regular meeting in the Council Chambers on the seventh floor of City Hall, 1055 South Grady Way, Renton, Washington, on October 24. 2000 at 9:00 AM to consider the Preliminary Plat. The applicant or representative(s)-of the applicant is required to be,present at the public:heeriing. A copy of the staff report:will be mailed to you one week before the hearing. If the Environmental Determination is appealed, the appeal will be heard as part of this public hearing. The preceding information will assist you in planning for implementation of your project and enable you to exercise your appeal rights more fully, if you choose to do so. If you have any questions or desire clarification of the above, please call me at(425)430-7382. For the Environmental Review Committee,'. �� / :. Elizabeth Higgins,AICP Senior,Planner cc: . Mr:Darwin McTighe/Owner •Enclosure^ drsmLefiPr . 1055 South Grady Way Renton,Washington 98055 • CITY OF RENTON • DETERMINATION OF NON-SIGNIFICANCE (MITIGATED) • MITIGATION MEASURES APPLICATION NO(S): LUA-00-114,PP,ECF • APPLICANT: i . Baima & Holmberg, Inc. PROJECT NAME: - McTighe Preliminary Plat DESCRIPTION OF PROPOSAL: The applicant has proposed subdividing a 4.77 acre property by means of the preliminary plat process, into 26.lots suitable for single-family.residential development. The property is located at 5200 and 5250 NE 4th'Street in Renton. Wetlands are believed to be present on the property: An environmental review and public hearing will be required as part of the application process. LOCATION OF PROPOSAL: 5200.&5250 NE 4thStreet • MITIGATION MEASURES: 1. Due to downstream flooding and erosion problems,•staff recommends a SEPA condition requiring this project comply with the latest King County Surface Water Design Manual (KCSWDM). 2. The applicant shall install a silt fence along the downslope perimeter the area that is to be disturbed..The silt fence shall be in place:before,clearing and grading is initiated,'and shall be constructed in conformance with the specifications presented in the KCSWDM: This will be required during the construction of both off-site,and'on-site improvements was well as building construction. 3. Shallow drainage swales shall be constructed to intercept surface water flow and route the flow away from the construction area to a stabilized discharge.point..Vegetation growth shall be established in the ditch by,seeding.or placing sod. Depending on:site grades, it may be necessary to line the ditch with rock to protect the ditch from erosion and to reduce flow rates. The design and construction of drainage.swales shall conform to'the specifications presented in the most recent KCSWDM. Temporary pipe systems,can also be used to convey stormwater across the site..This will be required during the:construction of both off-site and on-site improvements as . well as building construction. ' 4. The project contractor shall perform daily review and maintenance of all erosion and .• • sedimentation control measures at the site during the construction of both Off-site and on-site improvements as well as building construction.. • 5. . Weekly reports on the status and condition of the erosion control plan.with any recommendations of change or revision to maintenance schedules or installation shall be submitted by,the:project .: : Engineer of,record to the public works inspector for the construction of the civil improvements of the plat. Certification of the installation, maintenance and proper removal of the erosion control facilities shall be required prior to recording of the plat. • 6. The applicant shall provide field-tested certification that a fire hydrant with 1000 GPM fire flow is located within 300 feet of all'new single family structures.-: . 7: _ The applicant shall pay the applicable Transportation Mitigation Fee at the rate of$75.00 per each; new average weekday trip attributable to the project, estimated to be 9.55 average weekday trips per new residence. The Transportation Mitigation Fee is due prior to the recording of the plat. ' mitmeasures • • McTighe Preliminary Plat LUA-00-114,PP,ECF:. . Mitigation Measures (continued) .Page 2of2 -8. The applicant shall follow the mitigation recommendations of the traffic engineer, Christopher Brown, in his report,"Traffic Study for a 26 Unit Single Family Residential Development, June 14, 2000" Compliance shall be prior to occupancy.' 9. The applicant shall pay the appropriate Fire Mitigation Fee at a rate of$488.00 per each new. single family residential lot created by the proposed plat. The fee is due prior to the recording of the plat. 10. The applicant shall pay the appropriate Parks Mitigation Fee at the rate of$530.76 per each new single family residential lot. The fee is due prior to the recording of the plat. 11. The applicant shall follow the recommendations of the geotechnical engineers, Geospectrum , Consultants, Inc., in their report, dated May30, 2000. 12. The applicant shall follow the recommendations of the wetland biologist, Jon K..Dueker, in his • report, dated January, 2000: 13. • The applicant shall draft and record a maintenance agreement or establish a Homeowners' Association for the maintenance of all common improvements (access and utility easements,. rights-of-way, stormwater,facilities, recreation area, and wetland and buffer tract). A draft of the document shall be submitted to the-City of Renton for review and approval by the City Attorney prior to the recording of the plat. 14. Roads having paved area of 28 feet shall be signed on one side of the street as 'No Parking.' mitmeasures • CITY OF RENTON DETERMINATION OF NON-SIGNIFICANCE [. . (MITIGATED) ADVISORY.NOTES APPLICATION NO(S):. LUA-00-114,PP,ECF 'APPLICANT:.: Baima&Holmberg, Inc.• • • PROJECT NAME: McTighe Preliminary Plat • DESCRIPTION OF PROPOSAL: The applicant has proposed subdividing a 4.77 acre property,by • means of the preliminary plat process, into 26.Iots suitable for single-family residential development. The property is located at 5200 and 5250 NE 4th Street in Renton. Wetlands are believed to be present on the property. An environmental review and public hearing will be required as part of the application process. - LOCATION OF PROPOSAL: 5200 &5250 NE-'4tt'.Street • Advisory Notes to Applicant . The following notes are supplemental information provided in conjunction with the environmental determination. Because these notes are provided as information only, they.are not subject to the appeal process for environmental.determinations:; Plan Review-Sanitary Sewer 1. There are a series of 8"sewer mains stubbed to the:westerly property line, and a new 24"sewer main in NE 4t Street. Sewer service is"available from either:system for this plat. 2. Eight-inch sewer main's must be extended into the site to- service the new parcels. No dual side sewers will be permitted. 3. The new 8"sewer main must be extended to the north boundary of the plat. The proposed utility plan shows the sewer main ending 60 feet short of the north boundary,which is not acceptable.' 4. A sewer cleanout will need to be located five feet out from buildings. 5. . Separate side sewers will be required for each parcel (no dual sewers). Side sewer lines must have a - - 2 percent slope. , 6. All utility plans Must comply with the City of Renton Drafting Standards. 7..- Show finished floor elevations on the sewer construction plan sheet. 8.._.The vertical profile of the sewer main will be required. • • 9.. Any new sewer mains are to be separated from water lines by a minimum of 10 feet.. There is a,7.5 foot minimum separation from other utilities. 10, Sewer Development Charges of$585.00 per single family residence will be required for this.plat. The fee for:"this project would be $14,625.00. There is no credit given for existing houses. This fee must , be paid prior:to issuance of the construction permit for the preliminary plat. " • - 1.1. Latecomers' Fees will also be required for the 24"sewer main in NE 4th Street, abutting the site. • : • McTighe Preliminary Plat LUA-00r 114,PP,ECF Advisory Notes(continued) 12. An additional charge will be assessed for the East Renton Interceptor Special Assessment District No: - 9204 (City of Renton Ordinance no.'4362, September 2, 1992). The amount will be determined later. Plan Review Water ;. ' - 1. This site is within the Water District 90 Service Area, and would be served by the District for water. Plan Review—Stormwater Drainage 1. Storm drainage improvements will be required, including detention and water quality improvements. 2. The existing wetlands on the northern Portion of the project"cannot be used for the detention:facilities of this project. Detention will be required at the low end of the project, as shown on:the conceptual drainage plan, to allow for gravityto'flow through the drainage facilities of the project. 3. Surface Water System Development charges,of$385 per new single family lot will be required for this plat. No, credit is given for existing houses. The fee for this:project would be $9,625.00. This fee must be paid prior to issuance of the construction permit for the preliminary plat. Plan Review—Transportation and Street Improvements " 1. All electrical and communication facilities to be;:underground behind the sidewalk. If right-of-way space is not available then in autilify.;ease"ment. ° " • 2. Full frontage improvements will be required adjacent to the development site along NE 4th Street. 4; These improvements will include curb, gutter,sidewalks;:street widening, street lights, street drainage, and undergrounding of overhead utilities:' 3. Additional right-of-way is required at the southyvestCorner of the property along NE 4'h Street, to eliminate the small jog in the right-of-way y 4. The extension of Jericho Avenue NE must be developed (per,CitjiCode)to the following standards: 35 feet of right-of-way, 28 feet of pavement(minimum of 4"of asphalt over 6"crushed rock), 5 foot concrete sidewalk along the west side:of,the street, vertical curb arid gutter along the west side of the street,street lighting and street drainage system,: Additional utility easements will be needed outside of this right-of-way to accommodate thefranchise utilities,fire hydrants, street lights,and water meters.. - 5. Street lighting is required to meet City standards. Minimum lighting level is 6:1 uniformity ratio and 0.2 foot candle level.-The street lighting conduit to be located under the sidewalk. 6. The new"Road A" must be developed )per City Code)to the following standards: 42 feet of right-of- way, 32 feet of.pavement(minimum of 4"asphalt over 6"crushed rock), 5:foot concrete sidewalks. along both sides of.the street, vertical curbs with gutters,street lighting and street drainage system. Additional utility easements will be needed outside of this right-of-way to accommodate the franchise utilities,fire hydrants, streetlights; and water meters. • • 7. The new"Road B"must be developed to the following,modified standards:'.37 feet of right-of-way, 32 feet of pavement(minimum of 4 asphalt over 6"crushed rock), 5 foot concrete sidewalks along the - south side of the street, vertical curbs with gutter along both sides of the street,`street lighting and - street drainage system. Additional utility easements will be needed outside of this right-of-way to accommodate the franchise utilities,fire hydrants, street lights, and water meters. • advisorynotes McTighe Preliminary Plat LUA-00-114,PP,ECF .. - Advisory Notes(continued).,1.;.: _ - _ . _ . Page'3`of 4 .. 8. The new Road C'must be developed (per City Code)to the following modified standards: 35 feet of right-of-way, 28 feet of pavement(minimum of 4"asphalt over 6"crushed rock), 5 foot concrete .. sidewalks along thesouth side of the street,vertical curb and gutter along the south side of the.street, : street lighting and street drainage system_ Additional utility easements will be needed outside Of this • right-of-way to accommodate the franchise utilities,fire,hydrants, streetlights, and water meters. • 9. . Payment of a Transportation Mitigation fee of$75 per new average weekday trip,-estimated at 9.55. new trips per.single family lot,'will be required prior to recording of the plat. It has been estimated that this,25.lot plat(credit would be given for the two existing houses)would result in approximately 220 • additional average (weekday)trips. The Transportation Mitigation Fee would be$16,500.00. Plan Review General - 1. All required utility,.drainage,:and street improvements will require separate plan submittals prepared • according to City of Renton drafting standards by a registered Civil Engineer. 2. The construction permit application(s)must include an itemized cost estimate for these improvements: : 3. .The fee for review and inspection of these improvements'is 5 percent of the first$100,000 of the - estimated construction costs; 4 percent of anything over$100,000;;but less than $200,000, and 3 percent of anything over$200,000: Half of this fee must be paid upon application for construction permits (preliminary plat improvements), and the remainder when construction permit is issued. There may be additional fees.for water service related expenses ''" • Parks Department Review 1. Payment of a Parks Mitigation fee of$530:76 for each new single family;lot will be required prior to recording of the plat. Credit would be given for'the two existing houses. Building Department Review 1. Demolition permits will be required.;•. Fire Prevention Department Review : _:,.: . 1. A fire hydrant with 1000 GPM fire flow is required within 300 feet of all new single family structures, If the building square footage exceeds 3600 square feet in area, the minimum fire flow increases to • 1500.GPM and requires two hydrants within 300 feet of the structure. 2.. .AFire Mitigation fee of $488 is required for all 'new single family lots. Payment is required prior to. •recording of the plat. - Property Services Department Review "_ 1. Comments will be provided under separate cover. . : Development Services Department Review • .1. The site is designated Residential Single Family in the.Comprehensive Plan. 2.. The property is.zoned Residential 8'(R-8). - advisorynotes McTighe Preliminary Plat LUA-00-114,PP,ECF Advisory Notes(continued) Page 4 of ., . 3. Densities allowed in the.R-8 Zone are 5.0 dwelling units.per net acre(du/a) minimum and 8.0 du/a maximum. 4. Minimum lot size in the R-8 Zone is 4500 sf, with minimum width of 50 for interior lots and 60 for ` corner lots. The minimum permitted lot depth is 65 feet. Lot dimensions must be shown on the final site plan demonstrating that all lots meet these minimums. 5. - Heights of buildings in the R-8 Zone are limited to 2 stories, or 30 feet. • 6. Required setbacks in the R-8 Zone are 20 feet for front yards facing NE 24th St (a street existing prior to September 1, 1995)and 15 feet for.houses and 20 feet for attached garages which access from the front if fronting on the new public street to,be constructed; 20 foot rear yard setbacks; 5 foot side yard setbacks for interior lots and 15 feet•siideyard setbacks for corner lots. All setbacks are minimums. Setback dimensions should be shown on.the construction drawings, but setback lines must be removed prior to recording the final plat. 7: The maximum building coverage in the R-8 Zone is 35 percent for lots over 5,000 sf or 50 percent for lots 5,000 sf or less. 8. The applicant must contact Paul Alexander of The King County Department of Transportation, Metro Transportation, Metro Transit Route Facilities at206-6841599 regarding Metro's requirements for the transit stop located on NE.4t, Street. • • • • advisorynotes CITY OF RENTON DETERMINATION OF NON-SIGNIFICANCE (MITIGATED) • APPLICATION NO(S): LUA-00-114,PP,ECF APPLICANT: Baima & Holmberg, Inc. PROJECT NAME: McTighe Preliminary Plat DESCRIPTION OF PROPOSAL: The applicant has proposed subdividing a 4.77 acre property by means of the preliminary plat�hprocess, into 25 lots suitable for single-family residential development. The property is located at 5200 and 5250 NE 4 Street in Renton. Wetlands are believed to be present on the property. An environmental review and public hearing will be required as part of the application process. LOCATION OF PROPOSAL: 5200 &5250 NE 4th Street LEAD AGENCY: City of Renton Department of Planning/Building/Public Works Development Planning Section The City of Renton Environmental Review Committee has determined that it does not have a probable significant adverse impact on the environment. An Environmental Impact Statement (EIS) is not required under RCW 43.21 C.030(2)(c). Conditions were imposed as mitigation measures by the Environmental Review Committee under their authority of Section 4-6-6 Renton Municipal Code. These conditions are necessary to mitigate environmental impacts identified during the environmental review process. Appeals of the environmental determination must be filed in writing on or before 5:00 PM October 16, 2000. Appeals must be filed in writing together with the required $75.00 application fee with: Hearing Examiner, City of Renton, 1055 South Grady Way, Renton, WA 98055. Appeals to the Examiner are governed by City of Renton Municipal Code Section 4-8-11 B. Additional information regarding the appeal process may be obtained from the Renton City Clerk's Office, (425)-430-6510. PUBLICATION DATE: October 2, 2000 DATE OF DECISION: September 26, 2000 SIGNATURES: • a U( as G g im r an, Administrat DATE rtm t of Planning/Building/Public Works • Sheph d, Ad istrator DATE ommunity Services - e er, ire a DATE R nton Fire Department dnsmsignature ti. CITY OF RENTON DETERMINATION OF NON-SIGNIFICANCE (MITIGATED) MITIGATION MEASURES APPLICATION NO(S): LUA-00-114,PP,ECF APPLICANT: Baima& Holmberg, Inc. PROJECT NAME: McTighe Preliminary Plat DESCRIPTION OF PROPOSAL: The applicant has proposed subdividing a 4.77 acre property by means of the preliminary plat process, into 26 lots suitable for single-family residential development. The property is located at 5200 and 5250 NE 4th Street in Renton. Wetlands are believed to be present on the property. An environmental review and public hearing will be required as part of the application process. LOCATION OF PROPOSAL: 5200 &5250 NE 4th Street MITIGATION MEASURES: 1. Due to downstream flooding and erosion problems, staff recommends a SEPA condition requiring this project comply with the latest King County Surface Water Design Manual (KCSWDM). 2. The applicant shall install a silt fence along the downslope perimeter of the area that is to be disturbed. The silt fence shall be in place before clearing and grading is initiated, and shall be constructed in conformance with the specifications presented in the KCSWDM. This will be required during the construction of both off-site and on-site improvements was well as building construction. 3. Shallow drainage swales shall be constructed to intercept surface water flow and route the flow away from the construction area to a stabilized discharge point. Vegetation growth shall be established in the ditch by seeding or placing sod. Depending on site grades, it may be necessary to line the ditch with rock to protect the ditch from erosion and to reduce flow rates. The design and construction of drainage swales shall conform to the specifications presented in the most recent KCSWDM. Temporary pipe systems can also be used to convey stormwater across the site. This will be required during the construction of both off-site and on-site improvements as well as building construction. 4. The project contractor shall perform daily review and maintenance of all erosion and sedimentation control measures at the site during the construction of both off-site and on-site improvements as well as building construction. 5. Weekly reports on the status and condition of the erosion control plan with any recommendations of change or revision to maintenance schedules or installation shall be submitted by the project Engineer of record to the public works inspector for the construction of the civil improvements of the plat. Certification of the installation, maintenance and proper removal of the erosion control facilities shall be required prior to recording of the plat. 6. The applicant shall provide field-tested certification that a fire hydrant with 1000 GPM fire flow is located within 300 feet of all new single family structures. 7. The applicant shall pay the applicable Transportation Mitigation Fee at the rate of$75.00 per each new average weekday trip attributable to the project, estimated to be 9.55 average weekday trips per new residence. The Transportation Mitigation Fee is due prior to the recording of the plat. mitmeasures a , McTighe Preliminary Plat LUA-00-114,PP,ECF Mitigation Measures (continued) Page 2 of 2 8. The applicant shall follow the mitigation recommendations of the traffic engineer, Christopher Brown, in his report, "Traffic Study for a 26 Unit Single Family Residential Development, June 14, 2000." Compliance shall be prior to occupancy. 9. The applicant shall pay the appropriate Fire Mitigation Fee at a rate of$488.00 per each new single family residential lot created by the proposed plat. The fee is due prior to the recording of the plat. 10. The applicant shall pay the appropriate Parks Mitigation Fee at the rate of$530.76 per each new single family residential lot. The fee is due prior to the recording of the plat. 11. The applicant shall follow the recommendations of the geotechnical engineers, Geospectrum Consultants, Inc., in their report, dated May 30, 2000. 12. The applicant shall follow the recommendations of the wetland biologist, Jon K. Dueker, in his report, dated January, 2000. 13. The applicant shall draft and record a maintenance agreement or establish a Homeowners' Association for the maintenance of all common improvements (access and utility easements, rights-of-way, stormwater facilities, recreation area, and wetland and buffer tract). A draft of the document shall be submitted to the City of Renton for review and approval by the City Attorney prior to the recording of the plat. 14. Roads having paved area of 28 feet shall be signed on one side of the street as 'No Parking.' mitmeasures • CITY OF RENTON DETERMINATION OF NON-SIGNIFICANCE (MITIGATED) ADVISORY NOTES APPLICATION NO(S): LUA-00-114,PP,ECF APPLICANT: Baima & Holmberg, Inc. PROJECT NAME: McTighe Preliminary Plat DESCRIPTION OF PROPOSAL: The applicant has proposed subdividing a 4.77 acre property by means of the preliminary plat process, into 26 lots suitable for single-family residential development. The property is located at 5200 and 5250 NE 4th Street in Renton. Wetlands are believed to be present on the property. An environmental review and public hearing will be required as part of the application process. LOCATION OF PROPOSAL: 5200 &5250 NE 4th Street Advisory Notes to Applicant: The following notes are supplemental information provided in conjunction with the environmental determination. Because these notes are provided as information only, they are not subject to the appeal process for environmental determinations. Plan Review—Sanitary Sewer 1. There are a series of 8" sewer mains stubbed to the westerly property line, and a new 24" sewer main in NE 4t Street. Sewer service is available from either system for this plat. 2. Eight-inch sewer mains must be extended into the site to service the new parcels. No dual side sewers will be permitted. 3. The new 8" sewer main must be extended to the north boundary of the plat. The proposed utility plan shows the sewer main ending 60 feet short of the north boundary, which is not acceptable. 4. A sewer cleanout will need to be located five feet out from buildings. 5. Separate side sewers will be required for each parcel (no dual sewers). Side sewer lines must have a 2 percent slope. 6. All utility plans must comply with the City of Renton Drafting Standards. 7. Show finished floor elevations on the sewer construction plan sheet. 8. The vertical profile of the sewer main will be required. 9. Any new sewer mains are to be separated from water lines by a minimum of 10 feet. There is a 7.5 foot minimum separation from other utilities. 10. Sewer Development Charges of$585.00 per single family residence will be required for this plat. The fee for this project would be $14,625.00. There is no credit given for existing houses. This fee must be paid prior to issuance of the construction permit for the preliminary plat. 11. Latecomers' Fees will also be required for the 24"sewer main in NE 4th Street, abutting the site. McTighe Preliminary Plat LUA-00-114,PP,ECF Advisory Notes(continued) Page 2 of 4 12. An additional charge will be assessed for the East Renton Interceptor Special Assessment District No. 9204 (City of Renton Ordinance no.4362, September 2, 1992). The amount will be determined later. Plan Review—Water 1. This site is within the Water District 90 Service Area, and would be served by the District for water. Plan Review—Stormwater Drainage 1. Storm drainage improvements will be required, including detention and water quality improvements. 2. The existing wetlands on the northern portion of the project cannot be used for the detention facilities of this project. Detention will be required at the low end of the project, as shown on the conceptual drainage plan, to allow for gravity to flow through the drainage facilities of the project. 3. Surface Water System Development charges of$385 per new single family lot will be required for this plat. No credit is given for existing houses. The fee for this project would be $9,625.00. This fee must be paid prior to issuance of the construction permit for the preliminary plat. Plan Review—Transportation and Street Improvements 1. All electrical and communication facilities to be underground behind the sidewalk. If right-of-way space is not available then in a utility easement. 2. Full frontage improvements will be required adjacent to the development site along NE 4th Street. These improvements will include curb, gutter, sidewalks, street widening, street lights, street drainage, and undergrounding of overhead utilities. 3. Additional right-of-way is required at the southwest corner of the property along NE 4th Street, to eliminate the small jog in the right-of-way. 4. The extension of Jericho Avenue NE must be developed (per City Code)to the following standards: 35 feet of right-of-way,28 feet of pavement(minimum of 4"of asphalt over 6"crushed rock), 5 foot concrete sidewalk along the west side of the street,vertical curb and gutter along the west side of the street, street lighting and street drainage system. Additional utility easements will be needed outside of this right-of-way to accommodate the franchise utilities,fire hydrants, street lights, and water meters. 5. Street lighting is required to meet City standards. Minimum lighting level is 6:1 uniformity ratio and 0.2 foot candle level. The street lighting conduit to be located under the sidewalk. 6. The new"Road A" must be developed )per City Code)to the following standards: 42 feet of right-of- way, 32 feet of pavement(minimum of 4"asphalt over 6"crushed rock), 5 foot concrete sidewalks along both sides of the street, vertical curbs with gutters, street lighting and street drainage system. Additional utility easements will be needed outside of this right-of-way to accommodate the franchise utilities,fire hydrants, street lights, and water meters. 7. The new"Road B" must be developed to the following modified standards: 37 feet of right-of-way, 32 feet of pavement(minimum of 4"asphalt over 6"crushed rock), 5 foot concrete sidewalks along the south side of the street,vertical curbs with gutter along both sides of the street, street lighting and street drainage system. Additional utility easements will be needed outside of this right-of-way to accommodate the franchise utilities, fire hydrants, street lights, and water meters. advisorynotes McTighe Preliminary Plat • LUA-00-114,PP,ECF Advisory Notes(continued) Page 3 of 4 8. The new"Road C"must be developed (per City Code)to the following modified standards: 35 feet of right-of-way, 28 feet of pavement(minimum of 4"asphalt over 6"crushed rock), 5 foot concrete sidewalks along the south side of the street, vertical curb and gutter along the south side of the street, street lighting and street drainage system. Additional utility easements will be needed outside of this right-of-way to accommodate the franchise utilities, fire hydrants, street lights, and water meters. 9. Payment of a Transportation Mitigation fee of$75 per new average weekday trip, estimated at 9.55 new trips per single family lot,will be required prior to recording of the plat. It has been estimated that this 25 lot plat(credit would be given for the two existing houses)would result in approximately 220 additional average (weekday)trips. The Transportation Mitigation Fee would be $16,500.00. Plan Review—General 1. All required utility, drainage, and street improvements will require separate plan submittals prepared according to City of Renton drafting standards by a registered Civil Engineer. 2. The construction permit application(s)must include an itemized cost estimate for these improvements. 3. The fee for review and inspection of these improvements is 5 percent of the first$100,000 of the estimated construction costs;4 percent of anything over$100,000, but less than $200,000, and 3 percent of anything over$200,000. Half of this fee must be paid upon application for construction permits (preliminary plat improvements), and the remainder when the construction permit is issued. There may be additional fees for water service related expenses. Parks Department Review 1. Payment of a Parks Mitigation fee of$530.76 for each new single family lot will be required prior to recording of the plat. Credit would be given for the two existing houses. Building Department Review 1. Demolition permits will be required. Fire Prevention Department Review 1. A fire hydrant with 1000 GPM fire flow is required within 300 feet of all new single family structures. If the building square footage exceeds 3600 square feet in area, the minimum fire flow increases to 1500 GPM and requires two hydrants within 300 feet of the structure. 2. A Fire Mitigation fee of $488 is required for all new single family lots. Payment is required prior to recording of the plat. Property Services Department Review 1. Comments will be provided under separate cover. Development Services Department Review 1. The site is designated Residential Single Family in the Comprehensive Plan. 2. The property is zoned Residential 8 (R-8). advisorynotes McTighe Preliminary Plat LUA-00-114,PP,ECF Advisory Notes(continued) Page 4 of 4 3. Densities allowed in the R-8 Zone are 5.0 dwelling units per net acre (du/a) minimum and 8.0 du/a maximum. 4. Minimum lot size in the R-8 Zone is 4500 sf, with minimum width of 50 for interior lots and 60 for corner lots. The minimum permitted lot depth is 65 feet. Lot dimensions must be shown on the final site plan demonstrating that all lots meet these minimums. 5. Heights of buildings in the R-8 Zone are limited to 2 stories, or 30 feet. 6. Required setbacks in the R-8 Zone are 20 feet for front yards facing NE 24th St (a street existing prior to September 1, 1995)and 15 feet for houses and 20 feet for attached garages which access from the front if fronting on the new public street to be constructed; 20 foot rear yard setbacks; 5 foot side yard setbacks for interior lots and 15 feet sideyard setbacks for corner lots. All setbacks are minimums. Setback dimensions should be shown on the construction drawings, but setback lines must be removed prior to recording the final plat. 7. The maximum building coverage in the R-8 Zone is 35 percent for lots over 5,000 sf or 50 percent for lots 5,000 sf or less. 8. The applicant must contact Paul Alexander of The King County Department of Transportation, Metro Transportation, Metro Transkt Route Facilities at 206-684-1599 regarding Metro's requirements for the transit stop located on NE 4t Street. advisorynotes NOTICE OF ENVIRONMENTAL DETERMINATION ENVIRONMENTAL REVIEW COMMITTEE RENTON, WASHINGTON The Environmental Review Committee has issued a Determination of Non-Significance-Mitigated for the following project under the authority of the Renton Municipal Code. MCTIGHE PRELIMINARY PLAT LUA-00-114,PP,ECF Environmental review for proposed subdivision of property for single family homes. Location: 5200/5250 NE 4th St. Appeals of the environmental determination must be filed in writing on or before 5:00 PM, October 16, 2000. Appeals must be filed in writing together with the required $75.00 application fee with: Hearing Examiner, City of Renton, 1055 South Grady Way, Renton, WA 98055. Appeals to the Examiner are governed by City of Renton Municipal Code Section 4-8-110. Additional information regarding the appeal process may be obtained from the Renton City Clerk's Office, (425)-430-6510. A Public Hearing will be held by the Hearing Examiner in the Council Chambers on the seventh floor of City Hall, October 24, 2000 at 9:00 AM to consider the preliminary plat. If the Environmental determination is appealed, the appeal will be heard as part of this public hearing. Publication Date: October 2,2000 Account No. 51067 dnsmpub.dot r • NonoE ENVIRONMENTAL DETERMINATION POSTED TO NOTIFY INTERESTED PERSONS OF AN ENVIRONMENTAL ACTION PROJECT NAME: MCTIGHE PRELIMINARY PLAT PROJECT NUMBER: LUA-00.114,PP,ECF The applicant has proposed subdividing a 4.77 acre properly by means of the preliminary plat process. • into 26 lots suitable for single•family residential development.The property Is located at 5200 and 5250 NE 40 Street In Renton.'Wetlands are believed to be present on the property.An environmental review . . and public hearing will be required as pad of the application process. Location: 5200 and 5250 NE e Street. THE CITY OF RENTON ENVIRONMENTAL REVIEW COMMITTEE (ERC) HAS DETERMINED ' THAT THE PROPOSED ACTION DOES NOT HAVE A SIGNIFICANT ADVERSE IMPACT ON THE ENVIRONMENT. Appeals of the environmental determination must be filed In writing on or before 5:00 PM,October 16, 2000. Appeals must be filed In writing together with the required$75.00 application fee with:Hearing Examiner,City of Renton,1055 South Grady Way,Renton,WA 98055. Appeals to the Examiner are , governed by City of Renton Municipal Code Section 4-8-110. Additional information regarding the appeal process may be obtained from the Renton City Clerk's Office,(425)-430-6510. A Public Hearing will be held by the Renton Hearing Examiner at his regular meeting In the Council Chambers on the seventh floor of City Hall,1055 South Grady Way,Renton,Washington,on October' 24.2000 at 9:00 AM to consider the Preliminary Plat.If the Environmental Determination Is appealed, the appeal will be heard as part of this public hearing.The public Is invited to attend this public hearing. • • IQ • • Y 1 • r -Q i I .I FOR FURTHER INFORMATION,PLEASE CONTACT THE CITY OF RENTON,DEVELOPMENT SERVICES DIVISION AT(425)430-7200. DO NOT REMOVE THIS NOTICE WITHOUT PROPER AUTHORIZATION Please Include the project NUMBER when calling for proper file identification. CERTIFICATION I, )3j{.R___. De&-,t,/cj , hereby certify that 3 copies of the above • document were posted by me.m 3 . conspicuous places on or nearby the described property on.. •Sfi .Z3 7,0cio • • Signed: C/ 12L_-'i-7.,ep ATTEST: Subcribed and sworn before me,a Nortary Public,in and for the State of Washington residing in k,„y(®,,, ,on the '3 day of Qj . as • tl MARILYN KAMCHEFF NOTARY PUBLIC 6-9-66 ; STATE OF WASHINGTON COMMISSION EXPIRES 1 ARILYN KAMCHEFF $ JUNE 29, 2003 PO rrMENT EXPIRES:MD • f STAFF City of Renton REPORT Department of Planning/Building/Public Works ENVIRONMENTAL REVIEW COMMITTEE A. BACKGROUND ERC MEETING DATE: September 26, 2000 Project Name: McTighe 4.77 Renton LLC Preliminary Plat Shupe Holmberg Applicant: Baima& Holmberg, Inc. 100 Front Street South Issaquah, WA 98027 File Number: LUA-00-114, PP, ECF Reviewing Planner: Elizabeth Higgins,AICP Project Description: The applicant has proposed subdivision of an approximately 204,094 sf(4.685 acre) property into 25 lots suitable for detached, single family houses. Lots would range in size from 4,500 sf to 6,329 sf. The property is located at 5200 and 5250 NE 4th Street, in a Residential 8 (R-8)Zone, which requires between 5.0 and 8.0 dwelling units per net acre (du/a). Approximately 58,187 sf(1.34 acres)of the site would be streets and 8,866 sf(0.20 acre)of the site would be sensitive area (wetland). These areas are deducted from the gross square footage of the site for density calculations. The net site area would be 137,041 sf (3.15 acres), therefore the density would be 7.95 du/a. According to the report of the wetland biologist, a Class III wetland is located at the north property line of the site. A 25' buffer has been proposed around the wetland. Access would primarily be from a new public street, Jericho Avenue NE, which intersects with NE 4th Street. The new street would terminate at the north boundary of the proposed plat.A modification from street standards has been requested to reduce the width of the public right-of-way from 50 feet to 42 feet. Existing structures on the site would be removed. Approximately 2,500 cubic yards of fill would be required for road base and general site fill prior to construction. The project requires Environmental Review, Preliminary Plat approval, administrative approval of a reduced public street right-of-way(from 50 to 42 feet wide)and, if necessary following construction design, Board of Public Works approval for driveways sloped greater than 8 percent. Project Location: The project is located at 5200 and 5250 NE 4th Street in Northeast Renton. Project Location Map ercrpt City of Renton P/B/PW Department - Enviroi :al Review Committee Staff Report ,,, SHOREWOOD PRELIMINARY PLAT LUA-99-187,PP,ECF REPORT AND DECISION OF SEPTEMBER 26,2000 Page2 of 9 I. Rn" a :a SISs4, I me o z ry i imW c S z i n C,.8 1 W - s I•w' .lFlO i.d' WO °1%,tk., I ' .I^.-- I +_S.E.—:ENE 4TH ST_sr:— J n - 4 is_J irI8" .I r anL. _� I o 4� � f�;i5 .m � o a -1 _ © Mi n _ _ LE,pflGNaVE PSpK'OI.V..Y IIE' . _ • ° -- • � I I I I S E. 13280 ST. °j °Asc 2 Exist. Bldg. Area gsf: Existing structures to be Proposed New Bldg.Area gsf: N/A demolished. Site Area: 204,094 sf(4.685 acre) Total Building Area gsf: N/A RECOMMENDATION Staff Recommend that the Environmental Review Committee issue a Determination of Non-Significance—Mitigated. B. RECOMMENDATION Based on analysis of probable impacts from the proposal, staff recommend that the responsible officials make the following environmental determination: DETERMINATION OF DETERMINATION OF NON-SIGNIFICANCE NON-SIGNIFICANCE-MITIGATED. Issue DNS with 14 day Appeal Period. v Issue DNS-M with 14 day Appeal Period. Issue DNS-M with 15 day Comment Period followed by a 14 day Appeal Period. C. MITIGATION MEASURES 1. Due to downstream flooding and erosion problems, staff recommends a SEPA condition requiring this project comply with the latest King County Surface Water Design Manual (KCSWDM). ercrpt City,of Renton P/B/PW Department Envirot 'al Review Committee Staff Report SHOREWOOD PRELIMINARY PLAT LUA-99-187,PP,ECF REPORT AND DECISION OF SEPTEMBER 26,2000 Page3 of 9 2. The applicant shall install a silt fence along the downslope perimeter of the area that is to be disturbed. The silt fence shall be in place before clearing and grading is initiated, and shall be constructed in conformance with the specifications presented in the KCSWDM. This will be required during the construction of both off-site and on-site improvements was well as building construction. 3. Shallow drainage swales shall be constructed to intercept surface water flow and route the flow away from the construction area to a stabilized discharge point. Vegetation growth shall be established in the ditch by seeding or placing sod. Depending on site grades, it may be necessary to line the ditch with rock to protect the ditch from erosion and to reduce flow rates. The design and construction of drainage swales shall conform to the specifications presented in the most recent KCSWDM. Temporary pipe systems can also be used to convey stormwater across the site. This will be required during the construction of both off-site and on-site improvements as well as building construction. 4. The project contractor shall perform daily review and maintenance of all erosion and sedimentation control measures at the site during the construction of both off-site and on-site improvements as well as building construction. 5. Weekly reports on the status and condition of the erosion control plan with any recommendations of change or revision to maintenance schedules or installation shall be submitted by the project Engineer of record to the public works inspector for the construction of the civil improvements of the plat. Certification of the installation, maintenance and proper removal of the erosion control facilities shall be required prior to recording of the plat. 6. The applicant shall provide field-tested certification that a fire hydrant with 1000 GPM fire flow is located within 300 feet of all new single family structures. 7. The applicant shall pay the applicable Transportation Mitigation Fee at the rate of$75.00 per each new average weekday trip attributable to the project, estimated to be 9.55 average weekday trips per new residence. The Transportation Mitigation Fee is due prior to the recording of the plat. 8. The applicant shall follow the mitigation recommendations of the traffic engineer, Christopher Brown, in his report, "Traffic Study for a 26 Unit Single Family Residential Development, June 14, 2000." Compliance shall be prior to occupancy. 9. The applicant shall pay the appropriate Fire Mitigation Fee at a rate of$488.00 per each new single family residential lot created by the proposed plat. The fee is due prior to the recording of the plat. 10. The applicant shall pay the appropriate Parks Mitigation Fee at the rate of$530.76 per each new single family residential lot. The fee is due prior to the recording of the plat. 11. The applicant shall follow the recommendations of the geotechnical engineers, Geospectrum Consultants, Inc., in their report, dated May 30, 2000. 12. The applicant shall follow the recommendations of the wetland biologist, Jon K. Dueker, in his report, dated January, 2000. 13. The applicant shall draft and record a maintenance agreement or establish a Homeowners'Association for the maintenance of all common improvements (access and utility easements, rights-of-way, stormwater facilities, recreation area, and wetland and buffer tract). A draft of the document shall be submitted to the City of Renton for review and approval by the City Attorney prior to the recording of the plat. 14. Roads having paved area of 28 feet shall be signed on one side of the street as 'No Parking.' ercrpt Citye of Renton P/B/PW Department Enviroi, ral Review Committee Staff Report SHOREWOOD PRELIMINARY PLAT LUA-99-187,PP,ECF REPORT AND DECISION OF SEPTEMBER 26,2000 Page4 of 9 Advisory Notes to Applicant: The following notes are supplemental information provided in conjunction with the environmental determination. Because these notes are provided as information only, they are not subject to the appeal process for environmental determinations. Plan Review—Sanitary Sewer 1. There are a series of 8"sewer mains stubbed to the westerly property line, and a new 24"sewer main in NE 4th Street. Sewer service is available from either system for this plat. 2. Eight-inch sewer mains must be extended into the site to service the new parcels. No dual side sewers will be permitted. 3. The new 8"sewer main must be extended to the north boundary of the plat. The proposed utility plan shows the sewer main ending 60 feet short of the north boundary, which is not acceptable. 4. A sewer cleanout will need to be located five feet out from buildings. 5. Separate side sewers will be required for each parcel (no dual sewers). Side sewer lines must have a 2 percent slope. 6. All utility plans must comply with the City of Renton Drafting Standards. 7. Show finished floor elevations on the sewer construction plan sheet. 8. The vertical profile of the sewer main will be required. 9. Any new sewer mains are to be separated from water lines by a minimum of 10 feet. There is a 7.5 foot minimum separation from other utilities. 10. Sewer Development Charges of$585.00 per single family residence will be required for this plat. The fee for this project would be$14,625.00. There is no credit given for existing houses. This fee must be paid prior to issuance of the construction permit for the preliminary plat. 11. Latecomers' Fees will also be required for the 24"sewer main in NE 4th Street, abutting the site. 12. An additional charge will be assessed for the East Renton Interceptor Special Assessment District No. 9204 (City of Renton Ordinance no. 4362, September 2, 1992). The amount will be determined later. Plan Review—Water 1. This site is within the Water District 90 Service Area, and would be served by the District for water. Plan Review—Stormwater Drainage 1. Storm drainage improvements will be required, including detention and water quality improvements. 2. The existing wetlands on the northern portion of the project cannot be used for the detention facilities of this project. Detention will be required at the low end of the project, as shown on the conceptual drainage plan, to allow for gravity to flow through the drainage facilities of the project. 3. Surface Water System Development charges of$385 per new single family lot will be required for this plat. No credit is given for existing houses. The fee for this project would be$9,625.00. This fee must be paid prior to issuance of the construction permit for the preliminary plat. Plan Review—Transportation and Street Improvements 1. All electrical and communication facilities to be underground behind the sidewalk. If right-of-way space is not available then in a utility easement. 2. Full frontage improvements will be required adjacent to the development site along NE 4th Street. These improvements will include curb, gutter, sidewalks, street widening, street lights, street drainage, and undergrounding of overhead utilities. 3. Additional right-of-way is required at the southwest corner of the property along NE 4th Street, to eliminate the small jog in the right-of-way. ercrpt City of Renton P/B/PW Department Enviroi. !al Review Committee Staff Report SHOREWOOD PRELIMINARY PLAT LUA-99-187,PP,ECF REPORT AND DECISION OF SEPTEMBER 26,2000 Page5 of 9 4. The extension of Jericho Avenue NE must be developed (per City Code)to the following standards: 35 feet of right-of-way, 28 feet of pavement(minimum of 4"of asphalt over 6"crushed rock), 5 foot concrete sidewalk along the west side of the street, vertical curb and gutter along the west side of the street, street lighting and street drainage system. Additional utility easements will be needed outside of this right-of-way to accommodate the franchise utilities,fire hydrants, street lights, and water meters. 5. Street lighting is required to meet City standards. Minimum lighting level is 6:1 uniformity ratio and 0.2 foot candle level. The street lighting conduit to be located under the sidewalk. 6. The new"Road A"must be developed )per City Code)to the following standards: 42 feet of right-of-way, 32 feet of pavement(minimum of 4"asphalt over 6"crushed rock), 5 foot concrete sidewalks along both sides of the street, vertical curbs with gutters, street lighting and street drainage system. Additional utility easements will be needed outside of this right-of-way to accommodate the franchise utilities,fire hydrants, street lights, and water meters. 7. The new"Road B"must be developed to the following modified standards: 37 feet of right-of-way, 32 feet of pavement(minimum of 4"asphalt over 6"crushed rock), 5 foot concrete sidewalks along the south side of the street,vertical curbs with gutter along both sides of the street, street lighting and street drainage system. Additional utility easements will be needed outside of this right-of-way to accommodate the franchise utilities, fire hydrants, street lights, and water meters. 8. The new"Road C" must be developed (per City Code)to the following modified standards: 35 feet of right-of-way, 28 feet of pavement(minimum of 4"asphalt over 6"crushed rock), 5 foot concrete sidewalks along the south side of the street, vertical curb and gutter along the south side of the street, street lighting and street drainage system. Additional utility easements will be needed outside of this right-of-way to accommodate the franchise utilities, fire hydrants, street lights, and water meters. 9. Payment of a Transportation Mitigation fee of$75 per new average weekday trip, estimated at 9.55 new trips per single family lot,will be required prior to recording of the plat. It has been estimated that this 25 lot plat(credit would be given for the two existing houses)would result in approximately 220 additional average (weekday)trips. The Transportation Mitigation Fee would be $16,500.00. Plan Review—General 1. All required utility, drainage, and street improvements will require separate plan submittals prepared according to City of Renton drafting standards by a registered Civil Engineer. 2. The construction permit application(s) must include an itemized cost estimate for these improvements. 3. The fee for review and inspection of these improvements is 5 percent of the first$100,000 of the estimated construction costs;4 percent of anything over$100,000, but less than $200,000, and 3 percent of anything over $200,000. Half of this fee must be paid upon application for construction permits (preliminary plat improvements), and the remainder when the construction permit is issued. There may be additional fees for water service related expenses. Parks Department Review 1. Payment of a Parks Mitigation fee of$530.76 for each new single family lot will be required prior to recording of the plat. Credit would be given for the two existing houses. Building Department Review 1. Demolition permits will be required. Fire Prevention Department Review 1. A fire hydrant with 1000 GPM fire flow is required within 300 feet of all new single family structures. If the building square footage exceeds 3600 square feet in area, the minimum fire flow increases to 1500 GPM and requires two hydrants within 300 feet of the structure. ercrpt Cit);of Renton P/B/PW Department Environ 2lReview Committee Staff Report SHOREWOOD PRELIMINARY PLAT LUA-99-187,PP,ECF REPORT AND DECISION OF SEPTEMBER 26,2000 Page6 of 9 2. A Fire Mitigation fee of$488 is required for all new single family lots. Payment is required prior to recording of the plat. Property Services Department Review 1. Comments will be provided under separate cover. Development Services Department Review 1. The site is designated Residential Single Family in the Comprehensive Plan. 2. The property is zoned Residential 8 (R-8). 3. Densities allowed in the R-8 Zone are 5.0 dwelling units per net acre(du/a)minimum and 8.0 du/a maximum. 4. Minimum lot size in the R-8 Zone is 4500 sf,with minimum width of 50 for interior lots and 60 for corner lots. The minimum permitted lot depth is 65 feet. Lot dimensions must be shown on the final site plan demonstrating that all lots meet these minimums. 5. Heights of buildings in the R-8 Zone are limited to 2 stories, or 30 feet. 6. Required setbacks in the R-8 Zone are 20 feet for front yards facing NE 24th St (a street existing prior to September 1, 1995)and 15 feet for houses and 20 feet for attached garages which access from the front if fronting on the new public street to be constructed; 20 foot rear yard setbacks; 5 foot side yard setbacks for interior lots and 15 feet sideyard setbacks for corner lots. All setbacks are minimums. Setback dimensions should be shown on the construction drawings, but setback lines must be removed prior to recording the final plat. 7. The maximum building coverage in the R-8 Zone is 35 percent for lots over 5,000 sf or 50 percent for lots 5,000 sf or less. 8. The applicant must contact Paul Alexander of The King County Department of Transportation, Metro Transportation, Metro Transit Route Facilities at 206-684-1599 regarding Metro's requirements for the transit stop located on NE 4th Street. D. ENVIRONMENTAL IMPACTS In compliance with RCW 43.21 C. 240, the following project environmental review addresses only those project impacts that are not adequately addressed under existing development standards and environmental regulations. 1. Earth/Geology Impacts: The applicant has provided a geotechnical report by Geospectrum, dated May 30, 2000,for the proposed 25 lot Preliminary Plat. This report indicates that existing soils have been identified as glacial till soils (Qgt). These glacial soils were deposited during the Vashon glaciation, the last glacial advance into the Puget Sound area which ended approximately 13,500 years ago. Subsurface exploration has verified that that these soils are present on the site. Fill soils, however, may be encountered on the site. Most street construction will encounter shallow fill and natural weathered glacial till soils. The applicant will submit a Temporary Erosion and Sedimentation Control Plan with construction drawings. Mitigation Measures: The applicant shall follow the recommendations of the geotechnical engineers, Geospectrum Consultants, Inc., in their report, dated May 30, 2000. Nexus: RMC 4-4-060, Grading, Excavation, and Mining Regulations; SEPA ercrpt City of Renton P/B/PW Department Enviror al Review Committee Staff Report SHOREWOOD PRELIMINARY PLAT LUA-99-187,PP,ECF REPORT AND DECISION OF SEPTEMBER 26,2000 Page7 of 9 2. Air Impacts: It is anticipated that some adverse air quality impacts would be associated with the site work, building construction phase of the project, and to a certain extent,with subsequent occupation of homes. Project development impacts include dust resulting from grading, exhaust from construction vehicles, and odors from roofing installation, and roadway paving. Dust would be controlled through the use of temporary erosion control measures and the sprinkling of the site as needed. Odor impacts are unavoidable and would be short-term in nature. Post development impacts include vehicle exhaust and the exhaust from heating. Vehicle and construction equipment exhaust, and exhaust from heating sources are controlled by state and federal regulations. No further site specific mitigation for the identified impacts from exhaust are required. Mitigation Measures: None required. Nexus: Not applicable 3. Water Impacts: There are Class III wetlands on the site and indication that problems associated with groundwater may be encountered, according to the wetland biologist Jon K. Dueker, in his geotechnical engineers, Geospectrum Consultants, Inc., in their report, dated May 30, 2000. The recommendations of the wetland biologist and the geotechnical engineer shall be followed as to the wetlands and groundwater, respectively. Mitigation Measures: 1. The applicant shall follow the recommendations of the wetland biologist, Jon K. Dueker, in his report, dated January, 2000. 2. The applicant shall follow the recommendations of the geotechnical engineers, Geospectrum Consultants, Inc., in their report, dated May 30, 2000. Nexus: Critical Areas Ordinance No.4835, SEPA regulations 4. Transportation Impacts: The proposed project would be accessed from NE 4th St. via Jericho Ave NE. NE 4th is a major arterial. A transportation report by Christopher Brown, "Traffic Study for a 26 Unit Single Family Residential Development, June 14, 2000",was submitted. It indicated that levels of service on nearby roads would not be negatively impacted by the proposed project to a serious degree. The report did recommend, however, that minor modifications of the signal at the project entry(intersection of Jericho and 4 h)be required as mitigation. It is estimated that the proposed project would generate approximately 9.55 new average daily trips (weekday)for each new single family residential home. Twenty-five parcels are proposed, but there are two houses existing and currently occupied. Credit would be given for the two existing houses. Therefore, an estimated 220 trips per day will be added to the transportation system. The City of Renton has adopted a Transportation Mitigation Fee to address the impacts to the City's transportation system caused by development, including this proposed project. The applicant would need to pay the appropriate Transportation Mitigation Fee of$75.00 per each new average daily trip attributable to the project. The fee is estimated to be$16,500.00, and is payable prior to the recording of the plat. Renton Municipal Code Section 4-18-3 requires applicants to provide haul route plans for approval by the Development Services Division prior to the issuance of a construction permit. Haul hours are also restricted by the Code, and may occur only between the hours of 8:30 am and 3:30 pm, Monday through Friday, unless approved in writing in advance by the Development Services Division. Hauling can be further restricted by the City if the route is near a school. These requirements are intended to diminish impacts on the transportation system resulting from construction of a project. In addition, traffic control measures are required to be provided during construction. ercrpt City of Renton P/B/PW Department Envirw al Review Committee Staff Report SHOREWOOD PRELIMINARY PLAT LUA-99-187,PP,ECF REPORT AND DECISION OF SEPTEMBER 26,2000 Page8 of 9 Modifications that would permit narrower streets have been approved by the Department of Development Services. As a condition of approval, roads having paved area of 28 feet will be signed on one side of the street as 'No Parking.' No sidewalk will be required abutting the wetland buffer. The King County Department of Transportation, Metro Transportation, Metro Transit Route Facilities has requirements for the transit stop located on NE 4th Street(see Advisory Notes to Applicant). Mitigation Measures: 1. The applicant shall pay the applicable Transportation Mitigation Fee at the rate of$75.00 for each new average weekday trip attributable to the project. The estimated number of trips per day, per single family lot, is 9.55. The Transportation Mitigation Fee is due prior to the recording of the plat. 2. The applicant shall follow the mitigation recommendations of the traffic engineer, Christopher Brown, in his report, "Traffic Study for a 26 Unit Single Family Residential Development, June 14, 2000." Compliance shall be prior to occupancy. 3. Roads having paved area of 28 feet shall be signed on one side of the street as 'No Parking.' Nexus: Transportation Mitigation Fee Resolution and Adopting Ordinance; Environmental (SEPA) Ordinance (Code Section 4-6). 5. Fire Protection Impacts: The proposal would result in the construction of 25 new single family lots. Future residents would potentially have the need for emergency services which would impact the City's Fire Department. Fire Prevention Bureau staff report that they can serve this development provided that the City Code required improvements are installed, appropriate fire access is provided, and Fire Mitigation Fees are paid. In order to offset the impacts associated with new development, all new residential construction is subject to a Fire Mitigation Fee. The fee is calculated on a per lot basis. The current fee is $488.00 per single family lot. Mitigation Measures: The applicant shall pay the Fire Mitigation Fee equal to $488.00 per new single family lot. The Fire Mitigation Fee shall be paid prior to the recording of the plat. Nexus: Fire Mitigation Fee Resolution and Adopting Ordinance; Environmental (SEPA) Ordinance (Code Section 4-6). 6. Parks and Recreation Impacts: It is anticipated that the proposed development would generate future residents that would utilize existing City park and recreation facilities and programs. The City has adopted a Parks Mitigation Fee of$530.76 per each new single family lot to address these potential impacts. Mitigation Measures: The applicant shall pay the Parks Mitigation Fee equal to $530.76 per new single family lot. The Parks Mitigation Fee shall be paid prior to the recording of the plat. Nexus: Parks Mitigation Fee Resolution and Adopting Ordinance; Environmental (SEPA) Ordinance (Code Section 4- 6). 7. Stormwater Impacts:The applicant has submitted a report by Baima& Holmberg, Inc.,"Drainage Report for 4.77 Court,"dated May 31, 2000. The conceptual stormwater plan proposes use of two underground storm detention vaults, to be located in the new public street, and stormwater filters (see Notes to Applicant). Due to downstream flooding and erosion problems, staff recommends a SEPA condition requiring this project comply with the latest King County Surface Water Design Manual (KCSWDM). ercrpt Cit);of Renton P/B/PW Department Environs 21 Review Committee Staff Report SHOREWOOD PRELIMINARY PLAT LUA-99-187,PP,ECF REPORT AND DECISION OF SEPT EMBER 26,2000 Page9 of 9 The stormwater facility, although located in the public right-of-way, must be maintained by a Homeowners'Association or through a maintenance agreement. Mitigation Measures: Due to downstream flooding and erosion problems, the applicant shall design the stormwater system so that it complies with the latest King County Surface Water Design Manual (KCSWDM). Nexus: SEPA 8. Vegetation Impacts:The applicant has estimated that approximately 157 trees over 6"diameter at chest height will be removed prior to construction. The Washington State Department of Natural Resources will require a Forest Practices Permit for the conversion of timber land to another use. Mitigation Measures: None required. Nexus: Not applicable 9. Parks and Recreation Impacts: It is anticipated that the proposed development would generate future residents that would utilize existing City park and recreation facilities and programs. The City has adopted a Parks Mitigation Fee of$530.76 per each new single family lot to address these potential impacts. The total estimated fee for the proposed project would be $13,269.00. Mitigation Measures: The applicant shall pay the Parks Mitigation Fee equal to$530.76 per new single family lot. The Parks Mitigation Fee shall be paid prior to the recording of the plat. Nexus: Parks Mitigation Fee Resolution and Adopting Ordinance; Environmental (SEPA) Ordinance(Code Section 4- 6). E. COMMENTS OF REVIEWING DEPARTMENTS The proposal has been circulated to City Departmental/Divisional Reviewers for their review. Where applicable, these comments have been incorporated into the text of this report as Mitigation Measures and/or Notes to Applicant. X Copies of all Review Comments are contained in the Official File. Copies of all Review Comments are attached to this report. Environmental Determination Appeal Process Appeals of the environmental determination must be filed in writing on or before 5:00 PM October 16,2000. Appeals must be filed in writing together with the required $75.00 application fee with: Hearing Examiner, City of Renton, 1055 South Grady Way, Renton,WA 98055. Appeals to the Examiner are governed by City of Renton Municipal Code Section 4-8-11 B. 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"" °W [ROT CdTn YEAsmYs ANa T caxm "p z ----- ( cs xEA°sOamci.ROCKED s'awoca T x¢r NECESSARILY nryrcw.0 9r aI¢WATERING ANG RUPOCN RARYYYnADSll C • IS I2t 2F i/. 9 8 7 �_ m pp gg • •T, 2+5..55 3 E 1 9if Q — I ., _ ¢s5 5 i ii________t_______ti_..—.7 I 0BEG i ----rf- I_ o 21 eAla " 23 24 5 • -r '-1. — I 1'------- -___ I - - I `` T` e'i �'4: • NUPE 3 TORBE DEDICATED _ •�� - ita, I ,• _L, RET•LADEJ �e.• ——— Vr n a VOWING TT SO '•"30.06' w-N DDl2'D6`E ' _° �AJFIQBJIGtl 41, z e _ — © k J2.O0' N.E. 4TH ST "12 CUP Io `0.05_ 26A2.62' 68821'09'W(MEAS.j fir'+sT�Aa�p ON 2642.56' N13621'09-W(YEAS.) EE & I� II/oo/Ga =I BM MA & HOLMBERG INC. Letter of Transmittal To: LAUREEN NICOLAY Date: 9/21/00 CITY OF RENTON Job No: 1617-006 1r": We are sending you ❑ attached under separate cover via SEP 2 1 2000 BUILDING DIVIRJ- J No. Copies Description 6 EACH SEWER PROFILE, CONSTRUCTION MITIGATION PLAN, TREE CUTTING/LAND CLEARING, UTILITIES, ROAD PROFILE, DRAINAGE, GRADING, HORIZONTAL CONTROL. 1 FAX FROM ELIZABETH HIGGINS 1 COLOR DISPLAY MAP THESE ARE TRANSMITTED as checked below: C for approval ❑ approved as noted = approved as submitted as requested REMARKS: SHOULD GET PMT'S BY FRIDAY. PLEASE CALL IF YOU HAVE ANY QUESTIONS. copy to: FILE signed: BONNIE BABCOCK 100 FRONT STREET SOUTH • ISSAOUAH • WASHINGTON • 98027-3817 • 425/392-0250 0 A °� City of Renton ♦ + Development Services Division �N�o< 1055 South Grady Way, 6th Floor Renton, WA 98055 Date: September 13, 2000 TO: Shupe Holmberg/Bonnie FROM: Elizabeth Higgins, AICP/ASLA Baima & Holmberg, Inc. Senior Planner Development Services Div. Development/Planning Phone: (425)392-0250 Phone: (425) 430-7382 Fax: (425)391-3055 . Fax Phone: (425) 430-7300 ' SUBJECT: McTighe Preliminary Plat I Number of pages including cover sheet: 2 REMARKS: 0 Original to E Urgent ❑ As ❑ Please iZI For your be mailed Requested Comment review Please provide the items required as indicated on the page included herewith. We have not received revised sheets for the other required plans (topography, grading, utilities, and drainage control). Property Services has commented that you have not provided a "Preliminary Plat" plan. Call if you have questions. 1'`VIILA J1.J... Ahead of the curve ......»>............................... ..... ....... .E1lEL .PINE..T. ER\ACES..�?i�/.. .ION..................... .. >'S'UB.M TT`AL.. E EME • .................................................................. In order for the Development Services Division to process your revisions, you will need to deliver or mail the following information to the Development Services Division, sixth floor, Renton Municipal Building, 1055 Grady Way South, Renton, Washington, 98055: DV- • Cover letter detailing the nature and extent of your revisions and/or additions. The letter should include your project's City file number and list each previous submittal and note what changes, if any, are to be made (see sample letter, on reverse side). EXTENSIVE CHANGES TO YOUR ORIGINAL APPLICATION WILL REQUIRE A NEW APPLICATION FORM. • DK— • Additional review fees/postage, if required, and/or a written request for fee refund, if applicable. Please provide eleven (12) copies of all new/revised submittals (unless otherwise requested by the Development Services Division re, ��,�� Ls.. U 7/h c 5 IF • Please provide one (1) 8 1/2" by 11" PMT reduction (white) for each plan sheet revised. Royal �' Reprographiics (425-251-8230), Ford Graphics (253-838-1913), Kestrel Blueprint (425-462- 0330), and Olympic Printing (206-622-6000) are just a few of the printing companies that provide this service. 14. • Please provide one (1) colored (hearing/meeting display) copy of your revised site plan, revised i- landscaping plan and/or revised neighborhood detail map. You do not need to resubmit colored copies of these maps UNLESS you have altered them. Please use a 1/4"felt pen and the following colors: Red North Arrow, outer property boundary. Proposed new lot lines (dashed). Do not color existing lot lines which are to be eliminated or relocated. Black- Street names identified with lettering of at least one inch (1") in height. Street names must be legible at a distance of fifteen feet (15'). Tan Existing buildings (Please do not color buildings which will be demolished or removed.) Yellow Proposed buildings Lt. Green Landscaped areas Dk. Green Areas of undisturbed vegetation PLANS::AND.:ATTACHMENTS:<::::Please:fotd;:all::Plans;and:attachment :to asize:not exceedm ;8:1/2"::;tiy`: li 1..t.;:.;:for::sforagetn.;a:letter::stze.f..o.. ................................................................................................... ............................ ..................... Authorization from the Development Services Division is needed for any revisions or additions to be submitted after the end of the environmental determination appeal period. REVISION.DOC REVISED 03/00 BAIMA & HOLMBERG INC. September 8, 2000 Elizabeth Higgins City of Renton 1055 South Grady Way Renton, WA 98055 RE: 4.77 Court Dear Elizabeth Enclosed please find six copies of a revised site plan for 4.77 Court. The site plan has been revised per our meeting on September 6, 2000. The road rights-of-way were increased as we discussed which resulted in a loss of one lot. The proposed subdivision is now 25 lots instead of 26. If you wish, we can provide additional site plans without the existing topography. The drawing would read a little better. Thank you again for meeting with us and for the cooperation that you and other staff have shown us. Please let me know if you need additional information. Very truly yours, BAIMA& HOLMBERG, INC. 51L- r Shupe Holmberg, PE PLS W SH:bb/1517-OOGElmbetl W iggins SEP O S 2000 • BUILDING DIVISION 100 FRONT STREET SOUTH • ISSAQUAH • WASHINGTON • 98027-3817 • (425) 392-0250 • (425)391-3055 I ,I1. WASHINGTON STATE DEPARTMENTOF Natural Resources JENNIFER M. HER Commissionerner of of Public Lands DEVELOPMENT PLANNING DATE: September 6, 2000 CITY OF RENTON SEP 0 7 2000 TO: Elizbeth Higgins RECEIVE® City of Renton 1055 South Grady Way Renton, WA 98055 FROM: Susan M. Casey Resource Protection Specialist South Puget Sound Region SUBJECT REVIEW OF: 4 . 77 Acre Subdivision LUA-00-114 , PP, ECF ACTION SPONSOR: Darwin McTighe PROJECT: Timber Harvest/Land Conversion [] We do not have an interest in the above project and have no comments on the proposal. [X] We do have an interest in the above project and wish to make the following comments: A *forest practices permit will be required for the harvest of timber associated with this project. cc: Dave Dietzman — SEPA Center — DNR SEPA#: 019117 SOUTH PUGET SOUND REGION 1950 FARMAN ST N I PO BOX 68 I ENUMCLAW,WA 98022-0068 FAX:(360)825-1672 I TTY:(360)825-6381 I TEL:(360)825-1631 Equal Opportunity/Affirmative Action Employer RECYCLED PAPER 0 .. 4 `CITY 'E' RENTON .: ..t� Planning/Building/Public Works Department Jesse Tanner Mayor Gregg Zimmerman P.E.,Administrator August 30, 2000 Shupe Holmberg Baima &Holmberg Inc. 100 Front Street South - Issaquah, WA 98027 SUBJECT: . : McTighe Plat, LUA-00-114, PP, ECF—HOLD LETTER Dear Mr. Holmberg: The Development Planning Section of the City of Renton has received comments from the.Engineering Plan Review,Division that indicate substantial revisions of the McTighe application will be required before the preliminary plat review can proceed. Included below at the comments that pertain to this necessity: • THE STREET CONFIGURATION HAS BEEN REVISED AS.REQUESTED IN OUR REVIEW OF THE PREAPPLICATION SUBMITTAL OF THIS PROPOSED SUBDIVISION. THE RIGHT-OF-WAY WIDTHS AS PROPOSED IN THE APPLICATION, HOWEVER, DO NOT CONFORM TO CODE REQUIREMENTS, AND ARE NOT ACCEPTABLE AS SHOWN. THE PROPOSAL IS FOR 33 FOOT WIDE RIGHTS-OF- WAY, WITH SEPARATE EASEMENTS ON THE'NEW PARCELS FOR SIDEWALKS. MOST OF THE PARCELS WOULD BE ONLY 4500 SQUARE FEET IN SIZE, WITH ADDITIONAL REDUCTIONS FOR THE SIDEWALK EASEMENTS. CITY CODE SPECIFICALLY ALLOWS REDUCTION IN THE RIGHT- OF-WAY WIDTH TO-42 FEET FOR FULL RIGHTS-OF-WAY, AND 35 FEET FOR HALF-STREET IMPROVEMENTS. FURTHER REDUCTION IN THESE WIDTHS IS NOT WARRANTED FOR THIS PLAT, WITH THE EXCEPTION OF PROPOSED "ROAD B" (SINCE THIS STREET ABUTS A WETLAND TRACT,'A SIDEWALK WILL NOT BE REQUIRED ALONG THE NORTHERLY SIDE OF THE NEW STREET,AND THE RIGHT-OF-WAY WIDTH MAY BE MODIFIED TO 37 FEET IN WIDTH). • THE PLAT REVISIONS TO ACCOMMODATE THE REQUIRED RIGHT-OF-WAY WIDTHS REDUCES THE ALLOWED NUMBER OF LOTS TO A MAXIMUM OF 25 LOTS. . THE PLAT MUST BE RECONFIGURED TO INCLUDE THE REQUIRED RIGHT-OF-WAY WIDTHS AND THE REDUCTION IN THE NUMBER OF LOTS. • THE NEW 8" SEWER MAIN MUST BE EXTENDED TO THE NORTH BOUNDARY OF THE PLAT. THE PROPOSED UTILITY PLAN SHOWS THE SEWER MAIN ENDING 60 FEET SHORT OF THE NORTH BOUNDARY,WHICH IS NOT ACCEPTABLE. • STORM DRAINAGE IMPROVEMENTS WILL BE REQUIRED, INCLUDING DETENTION AND WATER QUALITY IMPROVEMENTS. DUE TO DOWNSTREAM FLOODING AND EROSION PROBLEMS, ' STAFF RECOMMENDS'A SEPA CONDITION REQUIRING THIS PROJECT COMPLY WITH THE LATEST KING COUNTY SURFACE WATER DESIGN MANUAL (KCSWDM) FOR DESIGN OF BOTH THE DETENTION AND WATER QUALITY IMPROVEMENTS. .THE PROJECT MUST BE DESIGNED TO MEET REQUIREMENTS OF THE LATEST KCSWDM. • • • • - holdltr.doe — = 1055 South Grady Way-Renton,Washington 98055 This paper contains 50%recycled material,20%post consumer - - • Shupe Holmberg Issaquah, VVA 98027 . " August 30, 2000 • Page 2 • ADDITIONAL RIGHT-OF-WAY IS REQUIRED AT THE SOUTHWEST CORNER OF THE PROPERTY ALONG NE 01 ST, TO ELIMINATE THE SMALL JOG IN THE RIGHT-OF-WAY.. • • THE EXTENSION OF JERICHO AVE NE MUST BE DEVELOPED (PER CITY CODE) TO THE FOLLOWING STANDARDS: 35 FEET OF RIGHT-OF-WAY, 28 FEET OF PAVEMENT(MINIMUM OF 4".ASPHALT OVER 6" CRUSHED ROCK), 5 FOOT CONCRETE SIDEWALK ALONG THE WEST SIDE OF THE STREET, VERTICAL CURB AND GUTTER,ALONG THE WEST SIDE OF THE STREET, STREET LIGHTING AND STREET DRAINAGE SYSTEM. • - THE NEW "ROAD A" MUST.BE DEVELOPED -(PER CITY CODE) TO THE FOLLOWING STANDARDS: 42 FEET OF.RIGHT-OF-WAY, 32 FEET OF PAVEMENT(MINIMUM OF 4" ASPHALT OVER 6" CRUSHED ROCK), .5• 'FOOT CONCRETE•SIDEWALKS ALONG BOTH SIDES OF THE STREET, VERTICAL CURBS WITH GUTTERS, STREET.. LIGHTING'AND STREET DRAINAGE SYSTEM. ADDITIONAL UTILITY EASEMENTS WILL BE NEEDED OUTSIDE OF THIS RIGHT-OF-WAY TO ACCOMMODATE THE FRANCHISE UTILITIES, FIRE HYDRANTS, STREET LIGHTS AND WATER METERS. • THE NEW "ROAD B" MUST BE DEVELOPED TO THE FOLLOWING MODIFIED STANDARDS: 37 FEET OF RIGHT-OF-WAY, 32. FEET OF PAVEMENT (MINIMUM OF 4" ASPHALT OVER 6" CRUSHED ROCK), 5 FOOT CONCRETE SIDEWALK ALONG THE SOUTH SIDE OF THE STREET, VERTICAL CURB AND GUTTER ALONG BOTH SIDES OF.THE STREET, STREET LIGHTING AND STREET DRAINAGE SYSTEM. • THE NEW "ROAD C" MUST BE DEVELOPED (PER CITY CODE) TO THE FOLLOWING STANDARDS: 35 FEET OF RIGHT-OF-WAY, 28 FEET OF PAVEMENT(MINIMUM OF 4" ASPHALT OVER 6" CRUSHED ROCK), 5 FOOT CONCRETE SIDEWALK'ALONG THE SOUTH SIDE OF THE STREET, VERTICAL CURB AND GUTTER ALONG.THE SOUTH SIDE OF THE STREET, STREET LIGHTING AND STREET DRAINAGE SYSTEM. Because the preliminary plat review cannot proceed at this'time,,a"hold" has been placed on - the project as of the date of this letter, until the requested revisions have been submitted and deemed complete by staff. This hold on the application will necessitate rescheduling the Environmental Review Committee meeting, as well as rescheduling the Hearing Examiner public meeting (previously scheduled for October 24, 2000). Please contact me at 425-430-7382, if you have any questions. . Sincerely, • .S' Elizabeth Higgins, AICP Senior Planner cc: Property Owners • • holdltr.doc' — — — :— — — CITY F RENTON ..LL Planning/Building/Public Works Department Jesse Tac1nn,Mayor Gregg Zimmerman P E.,Administrator 2-011U Superintendent's Office - ' Renton School District #403 - 300 SW 7th Street - • Renton, WA 98055-2307 Subject: McTighe Plat LUA-00-114,P P,EC F The City of Renton Development Services Division has received an application to subdivide a 4.77 acre property.into 26 lots suitable for single-family residential development, The property is located at 5200 and 5250 NE 4th Street. In order to process this application, the Development Services Division needs to know which Renton schools would be attended by children living in residences at the location indicated above. Would you please fill in the appropriate schools on the list below and return this letter to my attention, Development Services Division, City of Renton, 1055 South Grady Way, Renton, Washington 98055: ,. Elementary School: Middle School: • High School: Will the schools you have_indicated be able to handle the impact of the additional students estimated to come from the proposed development? Yes No Any Comments: Thank you for providing this important information. If you have any questions regarding this project, please contact me at(425)430-7382. Sincerely, lam! Elizabeth Higgins, AICP Project Manager • schoo„_/kac 1055 South Grady Way=Renton,Washington 98055 - - • City of Department of Planning/Building/Public'.. ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET REVIEWING DEPARTMENT:(II —rhi o-v-1 Se ice COMMENTS DUE: 9/6/00 APPLICATION NO: LUA-00-114,PP,ECF DATE CIRCULATED: 8/23/00 • APPLICANT: Darwin McTighe PROJECT MANAGER: Elizabeth Higgins C PROJECT TITLE: McTighe Plat WORK ORDER NO: 78731 "'' LOCATION: 5200 &5250 NE 4th Street .. "-`�ON SITE AREA: 4.77 acres I BUILDING AREA(gross): N/A au/ "°49 ®®Q SUMMARY OF PROPOSAL:The applicant has proposed subdividing a 4.77 acre property by means` rgl_imina plgt process, into 26 lots suitable for single-family residential development. The property is located at 5200 cc9 4 Street in Renton. Wetlands are believed to be present on the property. An environmental review and public he. :f, , ill be required as part of the application process. 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 y 1v5 C. CODE-RELATED COMMENTS ,v6 We have reviewed this application with particular attention to those areas in which we have expertise and have identified areas of probable impact or areas wh additional information is needed to properly assess this proposal. , 1/4 CS/ed ignature of Direct r Author` Represent� Date devapp Rev.10/93 M N CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS DEPARTMENT MEMORANDUM DATE: AUGUST 28, 2000 TO: ELIZABETH HIGGINS FROM: NEIL WATTS SUBJECT: REVIEW COMMENTS MCTIGHE PRELIMINARY PLAT We have reviewed the preliminary plat submittal for the McTighe Plat, located on the north side of NE 4th St at Jericho Av NE extended, and have the following comments. PLAT LAYOUT • The street configuration has been revised as requested in our review of the preapplication submittal of this proposed subdivision. The right-of-way widths do not conform to Code requirements, and are not acceptable as shown. The proposal is for 33 foot wide rights-of- way, with separate easements on the new parcels for sidewalks. Most of the parcels would be only 4500 square feet in size, with additional reductions for the sidewalk easements. City Code specifically allows reduction in the right-of-way width to 42 feet for full rights-of-way, and 35 feet for half-street improvements. Further reduction in these widths is not warranted for this plat, with the exception of proposed "Road B". Since this street abuts a wetland tract, a sidewalk will not be required along the northerly side of the new street, and the right- of-way width may be modified to 37 feet in width. • The plat revisions to accommodate the required right-of-way widths reduces the allowed number of lots to a maximum of 25 lots. The plat must be reconfigured to include the required right-of-way widths and the reduction in the number of lots. WATER • This site is within the Water District 90 Service Area, and would be served by the District for water. SEWER • There are a series of 8" sewer mains stubbed to the westerly property line, and a new 24" sewer main in NE 4th St. Sewer service is available from either system for this plat. S. N AUGUST 29,2000 PAGE 2 • 8" sewer mains must be extended into the site to service the new parcels. No dual side sewers will be permitted. • The new 8" sewer main must be extended to the north boundary of the plat. The proposed utility plan shows the sewer main ending 60 feet short of the north boundary, which is not acceptable. • System Development Charges of $585 per house will be required at the time of construction permit issuance. Latecomer's fees will also be required for the 24" sewer main in NE 4th St adjacent to the site. Special Assessment District fees for the East Renton Interceptor are also applicable to this site development. DRAINAGE • Storm drainage improvements will be required, including detention and water quality improvements. Due to downstream flooding and erosion problems, staff recommends a SEPA condition requiring this project comply with the latest King County Surface Water Manual for design of both the detention and water quality improvements. • The existing wetlands on the northern portion of the project cannot be used for the detention facilities of this project. Detention will be required at the low end of the project, as shown on the conceptual drainage plan, to allow for gravity flow through the drainage facilities of the project. • System Development Charges of $385 per house will be required at the time of construction permit issuance. STREET IMPROVEMENTS • Full frontage improvements will be required adjacent to the development site along NE 4th St. These improvements will include curb, gutter, sidewalks, street widening, street lights, street drainage, and undergrounding of overhead utilities. Additional right-of-way is required at the southwest corner of the property along NE 4th St, to eliminate the small jog in the right-of- way. • The extension of Jericho Av NE must be developed (per City Code) to the following standards: 35 feet of right-of-way, 28 feet of pavement (minimum of 4" asphalt over 6" crushed rock), 5 foot concrete sidewalk along the west side of the street, vertical curb and gutter along the west side of the street, street lighting and street drainage system. Additional utility easements will be needed outside of this right-of-way to accommodate the franchise utilities, fire hydrants, street lights and water meters. • The new "Road A" must be developed (per City Code) to the following standards: 42 feet of right-of-way, 32 feet of pavement (minimum of 4" asphalt over 6" crushed rock), 5 foot concrete sidewalks along both sides of the street, vertical curbs with gutters, street lighting and street drainage system. Additional utility easements will be needed outside of this right- of-way to accommodate the franchise utilities, fire hydrants, street lights and water meters. 410 I. AUGUST 29,2000 PAGE 3 • The new "Road B" must be developed to the following modified standards: 37 feet of right- of-way, 32 feet of pavement (minimum of 4" asphalt over 6" crushed rock), 5 foot concrete sidewalk along the south side of the street, vertical curb and gutter along both sides of the street, street lighting and street drainage system. Additional utility easements will be needed outside of this right-of-way to accommodate the franchise utilities, fire hydrants, street lights and water meters. • The new "Road C" must be developed (per City Code) to the following standards: 35 feet of right-of-way, 28 feet of pavement (minimum of 4" asphalt over 6" crushed rock), 5 foot concrete sidewalk along the south side of the street, vertical curb and gutter along the south side of the street, street lighting and street drainage system.. Additional utility easements may be needed outside of this right-of-way to accommodate the franchise utilities, fire hydrants, street lights and water meters. • Traffic mitigation fees of $75 per new daily trip will be required for this project. Trip generation values of 9.55 daily trips per house are typically used in calculating this mitigation fee. GENERAL • All new electrical, phone and cable services to the plat must be undergrounded. Construction of these franchise utilities must be inspected and approved by a City inspector prior to recording of the plat. • All required construction permits for the utility, drainage and street improvements will require separate plan submittals prepared according to City of Renton drafting standards by a licensed Civil Engineer. • Construction permit application must include an itemized cost estimate for these improvements: Water, Sewer, Storm Drainage and Street Improvements. The fee for review and inspection of these improvements is 5% of the first $100,000 of the extimated construction costs; 4% of the second $100,000, and 3% of everything over $200,000. Half of this fee must be paid upon application for the construction permit, and the remainder when the permit is issued. City of 1 __on Department of Planning/Building/Public works • ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET REVIEWING DEPARTMENT: l ` Le.uu JLdQ(OMMENTS DUE: 9/6/00 @/)).. APPLICATION NO: LUA-00-114,PP,ECF DATE CIRCULATED: 8/23/00 i, APPLICANT: Darwin McTighe PROJECT MANAGER: Elizabeth Higginm(, cP *1 04, PROJECT TITLE: McTighe Plat WORK ORDER NO: 78731 elk(�1 et LOCATION: 5200 &5250 NE 4th Street '"i SITE AREA: 4.77 acres BUILDING AREA(gross): N/A ,® SUMMARY OF PROPOSAL: The applicant has proposed subdividing a 4.77 acre property by means of the preliminary plgt Srocess, into 26 lots suitable for single-family residential development. The property is located at 5200 and 5250 NE 4 treet in Renton. Wetlands are believed to be present on the property. An environmental review and public hearing will be required as part of the application process. 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 $74 5-6e, sepgv T me 0- • 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 itional information is needed to properly assess this proposal. Date Signature of Director or Authorized Representative6640 Rev.10/93 devapp City of F ri Department of Planning/Building/Public'�v.,ks ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET REVIEWING DEPARTMENT: uns\-- ,-1a�l6V\ COMMENTS DUE: 9/6/00 • APPLICATION NO: LUA-00-114,PP,ECF DATE CIRCULATED: 8/23/00 C oy APPLICANT: Darwin McTighe PROJECT MANAGER: Elizabeth Hig�i s, -t"i NTDv PROJECT TITLE: McTighe Plat WORK ORDER NO: 78731 (f �'2� LOCATION: 5200&5250 NE 4th Street 't�//r/4 [ `®®® SITE AREA: 4.77 acres BUILDING AREA(gross): N/A ujv/ /0 SUMMARY OF PROPOSAL: The applicant has proposed subdividing a 4.77 acre property by means of the preliNnary plgt process, into 26 lots suitable for single-family residential development. The property is located at 5200 and 5250 NE 4 Street in Renton. Wetlands are believed to be present on the property. An environmental review and public hearing will be required as part of the application process. A. ENVIRONMENTAL IMPACT(e.g.Non-Code) COMMENTS Element of the Probable Probable More Element of the Probable Probable More Environment Minor Major Information Environment , ' Minor Major Information Impacts Impacts Necessary Impacts Impacts Necessary Earth - Housing Air Aesthetics Water Light/Glare Plants Recreation Land/Shoreline Use Utilities Animals Transportation Environmental Health Public Services Energy/ Historic/Cultural Natural Resources Preservation Airport Environment 10,000 Feet 14,000 Feet B. POLICY-RELATED COMMENTS C. CODE-RELATED COMMENTS 5-et e oavale IMt'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 i n eded to properly assess this proposal. / Y J (�, 1 d � 2 (0U Signature of Director or Authorized Representative Date devapp Rev.10/93 y +. ' City of F��-,. H=n Department of Planning/Building/Publics {cs . ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET REVIEWING DEPARTMENT:S ' fe—j U- r- COMMENTS DUE: 9/6/00 APPLICATION NO: LUA-00-114,PP,ECF DATE CIRCULATED: 8/23/00 0, APPLICANT: Darwin McTighe PROJECT MANAGER: Eli eth ..$ine4,r4%�C,p o. PROJECT TITLE: McTighe Plat WORK ORDER NO: 78731 t I "414,` 04, LOCATION: 5200&5250 NE 4th Street ���`, ,� SITE AREA: 4.77 acres I BUILDING AREA(gross): N/A 0`� S � SUMMARY OF PROPOSAL:The applicant has proposed subdividing a 4.77 acre property by means he preliminary plgt process, into 26 lots suitable for single-family residential development. The property is located at 5 %!"and 5250 NE 4 Street in Renton. Wetlands are believed to be present on the property. An environmental review an. public hearing will be required as part of the application process. 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 e ' Minor Major information Impacts Impacts Necessary Impacts Impacts Necessary Earth Housing Air Aesthetics Water LightGlare Plants Recreation Land/Shoreline Use • Utilities Animals Transportation Environmental Health Public Services Energy/ Historic/Cultural Natural Resources Preservation Airport Environment 10,000 Feet 14,000 Feet B. POLICY-RELATED COMMENTS C. CODE-RELATED COMMENTS • We have reviewed this application with particular attention to those areas in which we have expertise and have identified areas of probable impact or areas where additional information is needed to properly assess this proposal. fj U/V10. , 544 46 Signature of Director or Authorized Representative Date devapp Rev.10/93 City of Renton Department of Planning/Building/Public Wtl . ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET REVIEWING DEPARTMENT: PDIL COMMENTS DUE: 9/6/00 APPLICATION NO: LUA-00-114,PP,ECF DATE CIRCULATED: 8/23/00 APPLICANT: Darwin McTighe PROJECT MANAGER: Elizabeth Higgins PROJECT TITLE: McTighe Plat WORK ORDER NO: 78731 LOCATION: 5200 &5250 NE 4th Street SITE AREA: 4.77 acres BUILDING AREA(gross): N/A SUMMARY OF PROPOSAL:The applicant has proposed subdividing a 4.77 acre property by means of the preliminary plgt process, into 26 lots suitable for single-family residential development. The property is located at 5200 and 5250 NE 4 Street in Renton. Wetlands are believed to be present on the property. An environmental review and public hearing will be required as part of the application process. 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 I Housing Air Aesthetics Water Light/Glare Plants _ Recreation Land/Shoreline Use _ Utilities Animals Transportation Environmental Health Public Services al/ Energy/ Historic/Cultural Natural Resources Preservation • Airport Environment 10,000 Feet 14,000 Feet • Imp-ad Dal ,e2/66." a//Ce'd • 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 addi ional information is needed to properly assess this proposal. /41 tzi 4 Signature of Director or orized Representative Date devapp Rev.10/93 City of Ren__ Department of Planning/Building/Public W, ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET REVIEWING DEPARTMENT: .-cotio (6 1je 'eo COMMENTS DUE: 9/6/00 APPLICATION NO: LUA-00-114,PP,ECF DATE CIRCULATED: 8/23/00 APPLICANT: Darwin McTighe PROJECT MANAGER: Elizabeth Higgins PROJECT TITLE: McTighe Plat WORK ORDER NO: 78731 LOCATION: 5200&5250 NE 4tI Street SITE AREA: 4.77 acres I BUILDING AREA(gross): N/A SUMMARY OF PROPOSAL: The applicant has proposed subdividing a 4.77 acre property by means of the preliminary plat process, into 26 lots suitable for single-family residential development. The property is located at 5200 and 5250 NE 4 Street in Renton. Wetlands are believed to be present on the property. An environmental review and public hearing will be required as part of the application process. 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 Resouroes Preservation Airport Environment • 10,000 Feet 14,000 Feet B. POLICY-RELATED COMMENTS �7 v\ro eULt C ( ►$J(53 , (c_ P Zug-/UYU) C. CODE-RELATED COMMENTS We have reviewed this application with particular attention to those areas in which we have expertise and have identified areas of probable impact or areas where additional information is needed to properly assess this proposal. Mity6,1 F11L l rk/ed Signature of Director or Authorized Representative Date devapp Rev.10/93 • • • LIST f115URROUNDING PRO:. .:.:.:...::::: :.::.:::::.::::.:::..::::::::::.::::.::::::.:...:::.:::::::.:::..:::::::: feet'of:theub t:. �. .:::::..:::::::::::::::.::,.:................... .:...:..:....::.::::,..:.:.. PROJECT NAME: ; ""•"KA-t)�:4". M2 t ke ' APPLICATION NO: L'J \ - O.O - l l4 } TV' 12 The following is a list of property owners within 300 feet of the subject site.-The Development Services • • • . Division will notify these individuals of the proposed development. NAME ADDRESS ASSESSOR'S PARCEL NUMBER • -eQ( CP pT T' �'+'=-�',+`@p,�!C%11 SING See A -cc - AUG ' 7 8 p ilvoD • • • • (Attach additional sheets, if necessary) (Continued) NAME ADDRESS ASSESSOR'S PARCEL • • NUMBER • • • • Applicant Certification • I, e ovs.- j e a b c o , 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 • fa Title Company Records ❑ King County Assessors Records • - MELVIN L. GRIFFITHS Signed •-16� - ,fg Date f.c/7/0 u STATE OF WASHINGTON (Applicant) NOTARY--.--PUBLIC • NOTARY My Commission Expires 7-1-01 ATTESTED: Subscribed and sworn before me, a Notary Public, in and for the State of Washington, residing at MAAc-e VALLey on the 7 day of SiN E , 9zooe . Signed M (Notary Pu ' ) - For City of Renton Use'`**: ' ><:::::__ •::.::...... . :. CERTIFICATION OF.MAILING MARILYN.I a ':NOTARY certifythat. o.f..;the': ro os. .: • : as<::>:. :i: :....>.::..(;;:;ty.:.,;::P.;::Y,:::)>;>:.::;:>:::::::.;::.:;>;:,..:::;::;;:• ; .:,,.:.;:.::::.::.....:..:; +�OMMI�xlORI:.I=XPIRE . :. :.;:<:::::. eachaisted::property;owner:on <:.• :,.. � �•�-t� ..:::.:..:.. .:::..:: .. :.:. .JIJI�iF:�9�2003 • Signed : ''r �: *<><5'�. .. �'..:.:: Date,.. .:...: :..::: �: � N T AT T: ::Subscr bed a d sworn before me Notary Ptabli ;;�.in and for the Sfa#e of Wasfiingfori residing a :: 9-r.::::.?. .: . o t e OirJ� nh I { ,Di" tlay of Si I e listprop.doc 0(, REV o7IARILYN KAMCHEFF • MY APPOINTMENT EXPIRES:6,2641. 2 .,. t;�.; ;ss, I' o VOC 8.., _�..,-:��� �• ��. -.a � � �� �`aMall Ai!'d�ess�'?4 =" MIaiI;C°"'/Stafe �; ,.fJlaiI.ZIF ;�x ���P.io�eityAildress�" 'r:�' '�'� .� ity:b, . '��:�r�&owners -�,>a 1 T 102305-9027-06 CENTEX HOMES 2320 130TH AVE NE#200 BELLEVUE WA 98005 12724 142ND AVE SE RENTON 98059 2 102305-9274-06 CENTEX HOMES 2320 130TH AVE NE#200 BELLEVUE WA 98005 12700 SE 128TH ST 3 0 102305-9258-06 HILL DANNY L/HW 12526 142ND AVE SE RENTON WA 98059 12526 142ND AVE SE RENTON 98059 425/255-5796 4 0 102305-9281-07 NELSON WILLIAM L 12516 142ND AVE SE RENTON WA 98059 12516 142ND AVE SE RENTON 98059 5 0 102305-9254-00 HALE DAVID M 12502 142ND AVE SE RENTON WA 98059 12502 142ND AVE SE RENTON 98059 6 102305-9013-02 TROTTIER JOHN P&TERESA A 14225 SE 125TH ST RENTON WA 98059 7 ' 0 102305-9025-08• PIELE LEONARD L/HW 14309 SE 125TH ST RENTON WA 98059 14309 SE 125TH ST RENTON 98059 425/271-3413 8 102305-9033-08 FIFER RUTH L LVNG TRST 14325 SE 125TH ST RENTON WA 98059 9 102305-9033-81, FIFER RUTH L 14325 SE 125TH ST RENTON WA 98059 10 102305-9069-05 LAI MAN-LING 12841 LUNADA PL SAN DIEGO CA 92128 11 0 102305-9041-08 REID BENNIE J&BARBARA J 14412 SE 128TH ST RENTON WA 98059 14412 SE 128TH ST RENTON 98059 425/255-7490 12 A 102305-9142-06 BYERSDORFER DEBORAH PHELPS 22651 SE 56TH ST ISSAQUAH WA 98029 14408 SE 128TH ST S 13 A 102305-9103-03 BYERSDORFER DEBORAH PHELPS 22651 SE 56TH ST ISSAQUAH WA 98029 14404 SE 128TH ST SW 14 084710-0014-09 FORGAARD CLEO J 678 SUNSET BLV NE RENTON WA 98056 14429 SE 128TH ST • RENTON 98059 15 084710-0014-82 CHUCK'S DONUT SHOP 14413 SE 128TH ST RENTON WA 98059 14429 SE 128TH ST RENTON 98059 16 084710-0016-07 FORGAARD CLEO J 678 SUNSET BLV NE RENTON WA 98056 14413 SE 128TH ST RENTON 98059 17 084710-0015-08 FORGAARD CLEO J 678 SUNSET BLV NE RENTON WA 98056 SE=128TH AVE SE 425/255-2923 1a 0 084710-0025-06 JOHNSON MICHAEL L&DEBORAH 12832 144TH AVE SE RENTON WA 98059 12832 144TH AVE SE RENTON 98059 19 A 152305-9033-03 LEVY ROBERT E #414 CENTRAL BLDG SEATTLE WA 98104 12825 144TH AVE SE RENTON 98059 20 152305-9148-05 LEVY ROBERT E #414 CENTRAL BLDG SEATTLE WA 98104 21 152305-9047-07 RIBERA BALKO ENTERPRISES PO BOX 68562 SEATTLE WA 98168 22 A 152305-9019-01 BANASKY HOWARD/HW 1401 N 26TH ST RENTON WA 98056 14205 SE 128TH ST . RENTON 98059 • • • • • • • • ©1996 Win2Data 2000 Page: 1 of 1 Proposed Mitigation Measures: UltY �� - 1. The applicant shall install a silt fence along the c.:....:.....1 perimeter of the area that Is to be disturbed.The silt fence shall be in place before clearing and grading is Initiated,and shall be constructed in conformance with the +Q+ specifications presented in Section D.4.3.1 at the 1990 Ktn9 County Surface Water Design Manual,Appendix D. • This will be required during the construction of both off-site and on-site improvements was well as building construction. 'r-eN1O 2. Shallow drainage swales shall be constructed to intercept surface water flow and route the flow away from the NOTICE OF APPLICATION construction area to a stabilized discharge point.Vegetation growth shall be established in the ditch by seeding or placing sod.Depending on site grades,it may be necessary to line the ditch with rock to protect the ditch from AND PROPOSED DETERMINATION OF NON- erosion and to reduce flow rates.The design and construction of drainage swales shall conform to the specifications presented in Section 4.4.1 of the 1990 SWDM.Temporary pipe systems can also be used to convey stormwater SIGNIFICANCE, MITIGATED(DNS-M) across the site.This will be required during the construction of both off-site and on-site Improvements as well as building construction. 3. The project contractor shall perform daily review and maintenance of all erosion and sedimentation control measures at the site during the construction of both offsite and on-site Improvements as well as building construction. DATE: August 24,2000 4. Weekly reports on the status and condition of the erosion control plan with any recommendations of change or revision to maintenance schedules or installation shall be submitted by the project Engineer of record to the public LAND USE-NUMBER: LUA-00.114,PP,ECF works Inspector for the construction of the civil improvements of the plat.Certification of the installation, maintenance and proper removal of the erosion control facilities shall be required prior to recording of the plat. I APPLICATION NAME: McTighe Plat 5. The applicant shall pay the applicable Transportation Mitigation Fee at the rate of$75.00 per each new average PROJECT DESCRIPTION: The applicant has proposed subdividing a 4.77 acre property by means of the weekday trip attributable to the project,estimated to be 9.55 average weekday trips per new residence.The - preliminary plat process,into 28 lots suitable for single-family residential development. The property is located at 5200 Transportation Mitigation Fee Is due prior to the recording of the plat. and 5250 NE 4 Street in Renton.Wellantls are believed to be present on the property. An environmental review and public hearing will be required as part of the application process. B. The applicant shall pay the appropriate Fire Mitigation Fee at a rate of$488.00 per each new single family residential lot created by the proposed plat.The fee is due prior la the recording of the plat. PROJECT LOCATION: 5200&5250 NE 4'"Slreel OPTIONAL DETERMINATION OF NON-SIGNIFICANCE,MITIGATED(DNS,M):As the Lead Agency,the City of 7. The applicanta shalle feels the appropriate rtote Parks gaof F el at the rate of$530.76 per each new single family residential lot.The fee is due prior to the recording of the plat. Renton has determined that significant environmental Impacts are unlikely to resdllrom the proposed project. Therefore,as permitted under the RCW 43.21C.110,the City of Renton Is using the Optional DNS(M)process to give notice that a DNS-M is likely to be Issued.Comment periods for the project and the proposed-DNS-M are Integrated into Comments on the above application must be submitted In writing to Elizabeth Higgins,AICP,Senior Planner, a single comment period.There will be no comment period following the Issuance of the Threshold Determination of Development Services Division,1055 South Grady Way,Renton,WA 98055,by 5:00 PM on September 7,2000.This Non-Significance Mitigated(DNS-M).A 14-day appeal period will fallow the issuance of the DNS-M. matter is also scheduled for a public hearing on October 24,2000,at 9:00 AM,Council Chambers,Seventh Floor, • Renton City Hall,1055 South Grady Way,Renton.If you are interested In attending the hearing,please contact the PERMIT APPLICATION DATE: August 17,2000 Development Services Division,(425)430.7282,to ensure that the hearing has not been rescheduled.If comments cannot be submitted in writing by the date Indicated above,you may still appear at the hearing and present your - NOTICE OF COMPLETE APPLICATION: August 22,2000 -comments on the proposal before the Hearing Examiner.If you have questions about this proposal,or wish to be made a party of record and receive additional Information by mail,please contact the project manager.Anyone who submits APPLICANT: Darwin M.McTighe written comments will automatically become a party of record and will be notified of any decision on this project. OWNER: McTighe Family CONTACT PERSON:Elizabeth Higgins,AICP,Senior Planner(425-430-7382) Permits/Review Requested: Environmental(SEPA)Review,Preliminary Plat Review Other Permits which may be required: Grading License,Building and Construction Permits PLEASE INCLUDE THE PROJECT NUMBER WHEN CALLING FOR PROPER FILE IDENTIFICATION Requested Studies: Environmental Checklist,Wetland Report,Geotechnical Engineering Report,Traffic Study,Drainage Report • , Location where application may -- ,. ° y be reviewed: Planning/Building/Public Works Division,Development Services Department, v__,;=�o — _ 1055 South Grady Way,Renton,WA 98055 - ? i • PUBLIC HEARING: Public hearing scheduled for October 24,2000 before the Renton Hearing -.1i"I-s, if , • Examiner in Renton Council Chambers.Hearings begin at 9:00 AM on the 7th r i f floor of the Renton City Hall located at 1055 Grady Way South. CONSISTENCY OVERVIEW: 141:1;7. _ 1 Land Use: Single family residential -1 . -SYe- { Zoning: Residential 8(eight dwelling units per net acre) y 1-1 ( _ r Comprehensive Plan Designation: Residential Single Family • --� - .l••* ..•-F r-- .,� Environmental Documents that IMEI :91r ":Z , _ a Evaluate the Proposed Protect: Environmental Checklist,Wetland Report,Geotechnical Engineering Report, -u , • Traffic Study,Drainage Report —:1 .1,,T°'a, , Development Regulations {�F�� 11 Used For Project Mitigation: Rai Zoning Standards;Residential Development Standards:Subdivision t Regulations;Grading.Excavation,and Mining Regulations;Driveway Design r �_ 9 s u a -, Standards,Street and Utility Standards Gerc ulot o,mvuol CERTIFICATION I, ivt_A,v e•e_ D uu, , hereby certify that copies of the above document• were posted by me in•• 3 •• conspicuous places on or nearby • the described property on . )4,,3 - Z5 9• • . . Signed: t_'_/_':2- _________. ATTEST: Subcribed and sworn before me,a Nortary Public,in and for the State of Washington residing iIi,Qin.74 a r, ,on the /Lcrk. day of,!ce,{ ©a • . �� • MARILYN KAMCHEFF NOTARY PUBLIC MARILYN w STATE OF WASHINGTON MYAPPOI�ENT EXPIRES:6.2 JUNE C EXPIRES 29, 2003 • _. • Gti YY. O‘f • • NOTICE OF APPLICATION AND PROPOSED DETERMINATION OF NON- SIGNIFICANCE MITIGATED. (DNS-M) DATE: August 24,2000 • LAND USE NUMBER: LUA-00-114,PP,ECF APPLICATION NAME: McTighe Plat PROJECT DESCRIPTION: The applicant has proposed subdividing a 4.77 acre property by means of the preliminary plat process, into 26 lots suitable for single-family residential development. The property is located at 5200 and 5250 NE 4th Street in Renton. Wetlands are believed to be present on the property. An environmental review and public hearing will be required as part of the application process. PROJECT LOCATION: 5200&5250 NE 4th Street OPTIONAL DETERMINATION OF NON-SIGNIFICANCE,MITIGATED(DNS,M): As the Lead Agency,the City of Renton has determined that significant environmental impacts are unlikely to result from the proposed project. Therefore,as permitted under the RCW 43.21 C.110,the City of Renton is using the Optional DNS(M)process to give notice that a DNS-M is likely to be issued. Comment periods for the project and the proposed DNS-M are integrated into • a single comment period. There will be no comment period following the issuance of the Threshold Determination of Non-Significance Mitigated(DNS-M). A 14-day appeal period will follow the.jssuance of the DNS-M. PERMIT APPLICATION DATE: August 17,2000 NOTICE OF COMPLETE APPLICATION: August 22,2000 APPLICANT: Darwin M.McTighe OWNER: McTighe Family Permits/Review Requested: Environmental(SEPA)Review,Preliminary Plat Review Other Permits which may be required: Grading License,Building and Construction Permits Requested Studies: Environmental Checklist,Wetland Report,Geotechnical Engineering Report,Traffic Study,Drainage Report Location where application may be reviewed: Planning/Building/Public Works Division,Development Services Department, 1055 South Grady Way,Renton,WA 98055 PUBLIC HEARING: Public hearing scheduled for October 24,2000 before the Renton Hearing Examiner in Renton Council Chambers. Hearings begin at 9:00 AM on the 7th floor of the Renton City Hall located at 1055 Grady Way South. CONSISTENCY OVERVIEW: Land Use: Single family residential Zoning: Residential 8(eight dwelling units per net acre) Comprehensive Plan Designation: Residential Single Family Environmental Documents that Evaluate the Proposed Project: Environmental Checklist,Wetland Report,Geotechnical Engineering Report, • Traffic Study,Drainage Report Development Regulations Used For Project Mitigation: R-8 Zoning Standards;Residential Development Standards;Subdivision Regulations;Grading,Excavation,and Mining Regulations;Driveway Design Standards,Street and Utility Standards Genmalot • Proposed Mitigation Measures: . 1. The applicant shall install a silt fence along the downslope perimeter of the area that is to be disturbed. The silt fence shall be in place before clearing and grading is initiated,and shall be constructed in conformance with the specifications presented in Section D.4.3.1 of the 1990 King County Surface Water Design Manual,Appendix D. This will be required during the construction of both off-site and on-site improvements was well as building construction. 2. Shallow drainage swales shall be constructed to intercept surface water flow and route the flow away from the construction area to a stabilized discharge point. Vegetation growth shall be established in the ditch by seeding or placing sod. Depending on site grades,it may be necessary to line the ditch with rock to protect the ditch from erosion and to reduce flow rates. The design and construction of drainage swales shall conform to the specifications • presented in Section 4.4.1 of the 1990 SWDM. Temporary pipe systems can also be used to convey stormwater across the site. This will be required during the construction of both off-site and on-site improvements as well as & building construction. t 3. The project contractor shall perform daily review and maintenance of all erosion and sedimentation control measures at the site during the construction of both off-site and on-site improvements as well as building construction. 4. Weekly reports on the status and condition of the erosion control plan with any recommendations of change or • revision to maintenance schedules or installation shall be submitted by the project Engineer of record to the public works inspector for the construction of the civil improvements of the plat. Certification of the installation, maintenance and proper removal of the erosion control facilities shall be required prior to recording of the plat. 5. The applicant shall pay the applicable Transportation Mitigation Fee at the rate of$75.00 per each new average weekday trip attributable to the project,estimated to be 9.55 average weekday trips per new residence.The Transportation Mitigation Fee is due prior to the recording of the plat. 6. The applicant shall pay the appropriate Fire Mitigation Fee at a rate of$488.00 per each new single family residential lot created by the proposed plat. The fee is due prior to the recording of the plat. 7. The applicant shall pay the appropriate Parks Mitigation Fee at the rate of$530.76 per each new single family residential lot. The fee is due prior to the recording of the plat. Comments on the above application must be submitted in writing to Elizabeth Higgins,AICP,Senior Planner, Development Services Division, 1055 South Grady Way,Renton,WA 98055,by 5:00 PM on September 7,2000. This matter is also scheduled for a public hearing on October 24,2000,at 9:00 AM,Council Chambers,Seventh Floor, Renton City Hall, 1055 South Grady Way,Renton. If you are interested in attending the hearing, please contact the Development Services Division,(425)430-7282,to ensure that the hearing has not been rescheduled. If comments cannot be submitted in writing by the date indicated above,you may still appear at the hearing and present your comments on the proposal before the Hearing Examiner. If you have questions about this proposal,or wish to be made a party of record and receive additional information by mail,please contact the project manager. Anyone who submits written comments will automatically become a party of record and will be notified of any decision on this project. CONTACT PERSON: Elizabeth Higgins,AICP,Senior Planner(425-430-7382) IPLEASE INCLUDE THE PROJECT NUMBER WHEN CALLING FOR PROPER FILE IDENTIFICATION I , 0 .I —1 =lirm Z±,,- ' - - . riiia .„.,- __, e � ; � a '_ - - a SM ty °- a „6, -ot „el i el e 9 --— -��i �- _ i1„I ,r .,.7...... - . r II.1 ; ! ' ''. i_H , Milt Genmalot CITY IF RENTON . . Planning/Building/Public.Works Department t Jesse Tanner,Mayor .Gregg Zimmerman P E.,Administrator.'. August 23, 2000 Shupe Holmberg Baima& Holmberg Inc. 100 Front Street South Issaquah, WA 98027 • - • SUBJECT: McTighe Plat LUA-00-114,PP,ECI= `. • Dear Mr. Holmberg: The Development Planning Section of the City of Renton has determined that the subject application is complete according to submittal.requirements and,.therefore; is accepted for review. It is tentatively scheduled for consideration by the Environmental Review Committee on September 19,.2000._:Prior to that review,you will be notified if any additional information is required to continue processing your application. A Public Hearing will be held by the Renton Hearing Examiner, at his regular meeting in the Council Chambers on the seventh floor of City Hall,,1055 South Grady Way, Renton, Washington, on October 24, 2000 at 9:00 AM to consider'the proposed Preliminary Plat. The applicant, or representative of the applicant is.required to be present at the public hearing. A copy of the staff report will be mailed to you one week before the hearing. If the Environmental Determination is appealed, the appeal will be heard as part of this public hearing. 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': ':'•> APR ..... PROJECTOR DEVELOPMENT NAME: NAME: DaKw/I1 N•N6 i9/2e W\c Tl '4 PLAT o4 4:17 k-€'arrY.1 LLG ADDRESS: /777 Oat-net/Le �i�' PROPERTY/PROJECT ADDRESS(S)/LOCATION: 5V� 4 5�50 A' 4,- , • R �p/ / 5 n4'ldr', c gfogl CITY:o 0 Chem ZIP: / V KING COUNTY ASSESSOR'S ACCOUNT NUMBER(S): l bg305- q03 5 - 06. 14305= 1(0 oc TELEPHONE NUMBER: /(1 5)54(3- 1/3 ?4 EXISTING LAND USE(S): ........................................................................................................................................... .......................................................................................................................... ............... .......................................................................................................................................... .......... iAPPUCANT f other..tha 60.0•11111111 :<::>::::::<::::>:: ' PROPOSED LAND USES: NAM'- gEsi D. J71AC. COMPANY(if e;.p. .ehlel: EXISTING COMPREHENSIVE PLAN MAP DESIGNATION: ADDRESS: PROPOSE COMPREHENSIVE PLAN MAP DESIGNATION (if applicable): CITY: ZIP. EXISTING ZONING: �,�1NIP�G DEN/CIT`f n�RE `!Jf� IQ 5 TELEPHON UMBER: pUG 7 PROPOSED ZONING (if applicable): wiacc-L-TNGD NAME: '541,0�Q_ Ho1 vvoclert SITE AREA (SQ. FT. OR ACREAGE): ll Ur<- COMPANY (if applicable): PROJECT VALUE: No[ b C ADDRESS: IS THE SITE LOCATED IN THE AQUIFER PROTECTION AREA? i 00 Fr014,1-• S f- 5Ddtk v'.o CITY: ZIP: !.3 cp'L-7 �SSa cJ�� G o IS THE SITE LOCATED IN ANY OTHER TYPE OF ENVIRONMENTALLY Q SENSITIVE AREA? TELEPHONE NUMBER: 42-5 -3q2--a25a • •••••••••••••••::^ ..::N::•• •tiff:?i;?:e .+iii:Ci:<i•::•i:ti'•i .r:.r:»;;:: � `,j Qi:i;:<iiii�ijiii.. r.ff.'4f'•'r :::»::::::...•• r:•�+.• :.v....•:::, ii:ttil.•'f.?'i.<:iCt^i'!^i^:•i:9:{i?U[•i^i:•'f.. •� : • :?::'!..,.�r:i r:. i •: ;:;:.• .' '. : : . ;..• ....I.::.r rt;:w/. '.�,\\\ .rw..u//..%1.•: . :.:>;{x,.;i�•.'•':Sx� r< .::::... :r:v r:rpf :: [a� {�:. .: .;, \ +:'•r•::c;:::i;....;:rf,.•:::: ...'.v•:s•;:,::f:ii.r:•i:+�!{•.fr.• iV '. %.' :;i .. :: .,�yM' is • i• r•.::G•i`•:•:riii.};..,.,.;.;i ryf:;r,. . SF N4qc-14.&eil . :> :`::p;:• ;:.<•:F ;>.:,_>:,>•:>.>•:I>:A.;,;.:>::>:•iii] :: , E :0:,: i i.: ii:o : ;i ,:? ...........:.::.......:..:.•...::......:.:::::::::,:.:::...........:,...,.PP:.......:...:,.........�xp� a:::� a .. :t.::.:. r. :..�.t�a.....:�v�ji:<;c�e:ter...�lji��::fees ............ :..::.:::.::.::::.:._:::::::::: —ANNEXATION $ SUBDIVISION: •' _ COMP. PLAN AMENDMENT $ — REZONE $ _ LOT LINE ADJUSTMENT ' $_ _ SPECIAL PERMIT $ _ SHORT PLAT $ _TEMPORARY PERMIT $ _TENTATIVE PLAT - - $ _ CONDITIONAL USE PERMIT $ _ PRELIMINARY.PLAT . . .. . . $ _ SITE PLAN APPROVAL $ _ FINAL PLAT $ _GRADE & FILL PERMIT $ (NO. CU. YDS: ) PLANNED UNIT DEVELOPMENT: $ ` 0 _VARIANCE $ (FROM SECTION: ) PRELIMINARY _WAIVER $ FINAL _WETLAND PERMIT $ _ ROUTINE VEGETATION MOBILE HOME PARKS: $ MANAGEMENT PERMIT $ _ BINDING SITE PLAN $ SHORELINE REVIEWS: — SUBSTANTIAL DEVELOPMENT $ _ CONDITIONAL USE $ _ VARIANCE $ _ EXEMPTION $No Charge ENVIRONMENTAL REVIEW $ REVISION $ • :. :::.„:„..::;':.....". :<>>::.::::: ,,,K,:::>:>.;: ,::':,,:*:.*:::;::.,.., ::....A .F AVET..OF..OW(VER HIP::>.:;:'::: :'::.;<:<:::::::::::>:::::':.:::: I, (Print Name) DG!✓(A. p1. — /21 e h declare that I am (please check one)_the owner of the property involved in this application,_the authorized representative to act for t e property owner(please attach proof of authorization), and that the foregoing statements and answers herein contained and the information herewith submitted are in all respects true and correct to the best of my knowledge and belief. �jJ�/� �jJ ]� /,, ATTEST: Subscribed and sworn to before me, a Notary Public, in end /Q,��M /"//ehae/ A 67y a for the State ofre r ,‘.. residing at (Name of Owner/Representative) sa(+ Lurs ao t sc, , on the day of _ • VA—A) fis Q, • '..�,..' MART"ANN SERVICE? (Signature of Owner/gt:(.4.0.itfrt k6 resentative) �n /, t comm.#1204642 s // i l,P/!^^ )(7,)/R.,.-14*.•„\l,s (c . .. .� I`”JOTARY PUBLIC•CALIFORNIA8 • / -._4: r3/SAN LUIS OBISPO COUNTYO (Signs ure�lotary Publics\�,�.�„`�, `'SiriuiL�` COMM.EXP.DEC.12,2002 J h s c • . .. ... ::.. ..:.::.:.. .....:..:.:...:.:.. y. :>:»<:.'.;: :.;:.::<:::::>:•>:..::1:..::.....:,..... Uort::3o.:�e`com leted.b�::C' :S.taff:f::`<::<`:`;:::::;..>.`. ; ;':: :': : :'.;:>>::>::;. < .:.: <:: :3<<:> : .. C, :;1,7e.Numlier: ::lY .:::>:<:>'.4�>�:::::_�:>:»:<; ::;A.:>:::<:: . ._ .<::: .::::.. ......tY: ::::::..: : :::: � ..•'� ::..:: AAD: .:BS.P...:.;:.: CAP ::::>=:;CAP....U.;;:::CPA;.:;::CU.A:.;;:.>:CEf- .:: i ; . . x.::': ;>::; A.;.:...;...;; A.;: '>::::>: .:- :»::>: ;:.: ::::: . ........ ....FPU .....F ::<:R'::<�•R`EMPSA::A< A-FC::;.;SHPL-A::<:<:>SNPL=H:>::5?::::>::>SM::<::<:: E><'>7 .:>;:»..= >:>:> - ::::>; - :>:::::W::::. SM ....I}...V.A. . V.B.:::V H.:.. ::::•: .ii:.i'....':i'I iii::: ::;;i::i:i:`i::};:i.;;.;..;; :? ::•i :> ::: : :;<;:.;;:::::::;:>::>.;:;:•;<;<:::;:;:::;:TOTAL FEES.:»:;��.:.:;:<::::::::::::::>::;;::::::::::::::;:.;:; ;TOT ;; •••••• •... :::::.:::::::::. ::: .:..:..:. ..AL:POSTAGE:;PROYiDED.;:.:5:.::..: ---> :::.::.:.:: :: >:': • MASTERAP.DOC REVISED 8/97 . CALIFORNIA ,.., ALL—PURPOSE ACKNOWLEDGEMENT STATE OF CALIFORNIA ) COUNTY OF SAN T,TTTS ORTSPO ) On 1-28-00 before me, MARY ANN SERVICE, NOTARY PUBLIC _ DATE NAME,TITLE OF OFFICER-E.G.,"JANE DOE,NOTARY PUBLIC" personally appeared, DARWIN M MCTIGHE e(or proved to me on the basis of satisfactory evidence)to be the person(s)- whose names}is/are subscribed to the within instrument and acknowledged to me that he/she/- they executed the same in his/her/their authorized capacity(ies), and that by his/herftheir-- signature(.$)-bn the instrument the person(s);or the entity upon behalf of which the person acted, executed the instrument. 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Y?.:?:}}i :%$ %%:ti v �j.}:.}:.F%•}:.) : %::%:tititi:% iti: %::: ............................... iii >Notik:Vthere::i9:more;than one legs:Owgrhe(4OiiSe attach en additional rtotatized.Mastati•APplicabors::faY acIti•o na .....: ........ m:i:•:. PROJECT OR DEVELOPMENT NAME: 1 NAME• �- `� MC-I PLAT D� q-.77C nn� L(aG PROPERTY/PROJECT ADDRESS(S)/LOCATION: ADDRESS: I'r' CITY: (l ,-'14 ZIP: O a 4 KING COUNTY' �o�ES����ACCOUNT NUMBER(S): LO;3o�- 4I61-Ok, - TELEPHONE NUMBER: EXISTING LAND USE(S): ya,3—_. 2 - - �i � z e_E5-, i L ::}:::%%::%::%:<: >>:APPLICANT1 if< iliiiiiiill ><>«> > PROPOSED LAND USES: NAME: COMPANY(if applicable): EXISTING COMPREHENSIVE PLAN MAP DESIGNATION: ADDRESS: PROPOSED COMPREHENSIVE PLAN MAP DESIGNATION (if applicable): CITY: ZIP: EXISTING ZONING: • Uo`g TELEPHONE NUMBER: PROPOSED ZONING (if applicable): ..F........, : �`< ... . .0 NTA G7..P E RS.O N'<<<<<`'>` <'>_> �.>< >` Q 5 �,E LL , p � SITE AREA ( Q. FT. 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YDS: ) PLANNED UNIT DEVELOPMENT: $ _VARIANCE $ (FROM SECTION:_ _ _ ) _ PRELIMINARY _WAIVER $ FINAL _WETLAND PERMIT $ ROUTINE VEGETATION _ MOBILE HOME PARKS: $ MANAGEMENT PERMIT $ _ BINDING SITE PLAN $ SHORELINE REVIEWS: _ SUBSTANTIAL DEVELOPMENT $ _ CONDITIONAL USE $ _ VARIANCE $ _ EXEMPTION $No Charge _ ENVIRONMENTAL REVIEW $ REVISION $ - I, (Print Name) SQyyi.e.5 1-_ )f,'1;yt declare that I am (please check one) r'the owner of the property involved in this app_�ifigi)p_the authorized representative to act for tale property owner (please attach proof of authorization), and that the foregoing statemme k and grlip2ys,herein contained and the information herewith submitted are in all respects true and correct to the best of my knowledge and beJre °� .� �./"// , 47 �.� , J a�I�,.. / r. w ATTEST: Subscribed and sworn to befoo mf a Notir `Public,in jtd 5 ZLr�t2e for the State of It-tit residing at 5 a (Name of Owner/Repre entative) k�n y Ca, , on the ?. da, of >n�� �bJ ` 4(Signature of Owner/Representative) ,6.( 0.#WLJ1*f + : (Signature of Votary Public) "."""`°� sec.t..h .. tion;:tobe'coin lefed: C'::;; <:>:<:>>:.:::::. »Ci File`Nu ri);iiit.;>:>;«:>:>< :«`:< >::>«< <> <>><`< >:....:::; ..:..: ::>»::»:?.;;::?.;::tY:::::::..::: . :::: .......:...S..�:CAP..0<:::;>CPA:»>::.CU-.A::»::>CI�-H.>:>:. ..... iAgigge ::.:: : °:;,:::; :::.:;: :;<;<:: ...:;<; ..'.>::. :: ;R MP::::�:SI�.:A:::>:;SA. 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PROJECTOR DEVELOPMENT NAME: I ) _ MC—ri&i4E Pt.i r og 4,71 1�nrn) L ZG NAME: l mAc „i✓ ( U I\n-11 l^ 5 ' / i(� h.� I�� U PROPERTY/PROJECT ADDRESS(S)/LOCATION: ADDRESS: S q l � s� I S I �1 � �� ��aJIO � ¢�rn • P i 1 (Ao �g.o.; • g 4'• KING COUNTY ASSESSOR'S ACCOUNTa� NUMBER(S): CITY: `\�✓W tip ZIP: I b�•305- I o -- OL, 9 0230S--.1141- o, - TELEPHONE NUMBER: // f EXISTING LAND USE(S): J Q-it-cL£r1r/-A& .... ............................................................ ................................................. leill PROPOSED LAND USES: NAME: Qi%i -is'11P1 COMPANY(if applicable): EXISTING COMPREHENSIVE PLAN MAP DESIGNATION: ADDRESS: PROPOSED COMPREHENSIVE PLAN MAP DESIGNATION (if applicable): CITY: ZIP: EXISTING ZONING: dam' g TELEPHONE NUMBER: PROPOSEDDJ ZONING (if applicable): i`• C7PERS iiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiii �.' SITE.: REA,.(SQ. FT. OR ACREAGE): NAME: 0, ,a^1.5 ( •'' COMPANY (if applicable): . ,PROJECT VALUE: ADDRESS: / 3q J 5 (-S &IL- , 'IS'THE SITE LOCATED IN THE AQUIFER PROTECTION AREA? CITY: ZIP: S 2 IS THE SITE LOCATED IN ANY OTHER TYPE OF ENVIRONMENTALLY SENSITIVE AREA? TELEPHONE NUMBER: • ,. . ..._...•.._ _ ._..., .-. ..-L.c..�.;r4'.;._„�-,.0'+h�:ak,. d ?i ..•:-'r"'";r•. -� `Syi� . -. ..a... .. . .... ..... —. _`.:r..- b«. .,err . :.:rr.,r.rr o _ .. . :•{,'YYii'�i$i'r' .r 1'r :}i:t+' :�}f'/.^::y:??•':?.:'?::?'?:..v.r. .'F. ..r%•r.`• F:?..r.. :ii?:�:..• ;i{ •'Cw?:::;::::...fif r .rir .::ff:: ;+.f'r:'::i::5ii.:r.:Y. .,r.....:.::::r++r..;,.,...::�.:::.�.:..... ...\\ ...........: .r:•+....rrl x:+.:•:+...r./l..::iirii:............ +.. v{.;....4..:{�;,:?.F>f:,y;..r •:i%?'ir;:}?.:{:•F� .� fi r r../....+F/ '.:•f'F.rir:$:•::�</:{F•'•i:is>':•: i:FF �.•.....v:..::.�.................................:.:::...::. rrF.......v.:Q.;�.:,•::?•i:{•:cif::{ • .}fF:::APP}:1: • l, .'}•. 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PLA N._AN_ AMENDMENT $___ _ REZONE $ _ LOT LINE ADJUSTMENT $ _SPECIAL PERMIT $ _ SHORT PLAT $ _TEMPORARY PERMIT $ —TENTATIVE PLAT - - $ _CONDITIONAL USE PERMIT $_ — PRELIMINARY.PLAT - .. .- .. -.$ _ SITE PLAN APPROVAL $ _ FINAL PLAT $ _GRADE & FILL PERMIT $ (NO. CU. YDS: 1 PLANNED UNIT DEVELOPMENT: $ _VARIANCE $ (FROM SECTION: ) _ PRELIMINARY _WAIVER $ FINAL _WETLAND PERMIT $ _ ROUTINE VEGETATION MOBILE HOME PARKS: $ MANAGEMENT PERMIT $ _ _ BINDING SITE PLAN ' $ SHORELINE REVIEWS: _SUBSTANTIAL DEVELOPMENT $ _ _ CONDITIONAL USE $ —VARIANCE $ — EXEMPTION $No Charge — ENVIRONMENTAL REVIEW $ • REVISION $ •'FFCD11 .... :.... .: < ::::< ::.....:> •......: .........':''.:`<:: :'' : < > :° >»><: ,:: z"''': "- ::::::: :"... ''.'.>:--... :'' A . .. .A .[T..OFOWNER HIP I bVl�C.(►' I, (Print Name) /r� ;�i,`S,VI,k „ , declare that I am (please check one)_Vthe owner of the property involved in this application,_the authorized represer t�tive to act for the property owner (please attach proof of authorization), and that the foregoing statements and answers herein contained and the information herewith submitted are in all r` 3' Rle.'d correct to the best of my knowledge and belief. p1. . 6, h[ • �lP ............... t h n \(‘n - i � . `ft.:A. T: Subscribed anA sworn to before me, a NotaryPublic, in and (1P �.. r� S 1 vl���qq' 1 V l� �� Q NOTAl . t th ' tate of (�y residing at (N e.of Owner/Represent�'tive) �c , on th ay of _ C 1l IriC 1/ 'oco • (Sig ture of Owner/Rep sentative) % OP........ e vo e. ‘%``••v ."' (Sign r 0 Notary Ic) •.::..:::.i:..::.:..".. ;{.i:.;::. ii.}......i.i..".-,::i.:.. ::.i•'. This Sec> ,;.: .: .:' •:.:< ::><::;::;::..:::> :>:::. ..t:.:kt....:..... 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I O , Ob I �l . 5dbb nk- gvron), 41. gsoq KING COUNTY ASSESSOR'S ACCOUNT NUMBER(S): CITY: R11cr6DA ZIP: -7�a5'1 gb35- 06 I15305- 116-7- 66, TELEPHONE NUMBER: _ `452 J g 54 Q EXISTING LAND USE(S): e•E5I •tic. er tha `o ner `> <> N:>'APPL[CANT if€:nth ...than.. .w.. .. ...................... PROPOSED LAND USES: NAME: • • gesiXAtrgici6 COMPANY(if applicable): EXISTING COMPREHENSIVE PLAN MAP DESIGNATION: ADDRESS: PROPOSED COMPREHENSIVE PLAN MAP DESIGNATION (if applicable): CITY: ZIP: EXISTING ZONING: • • TELEPHONE NUMBER: PROPOSED ZONING (if applicable): ,' 1 A SITE AREA'(S•Q. FT. OR ACREAGE): NAME: 0-Fw Mc r IT 6 3 r' COMPANY (if applicable): 'PROJECT VALUE: • • ADDRESS: `q` 2614f/1 IS.. TE LOCATED IN THE AQUIFER PROTECTION AREA? CITY: P-fl n6aAL-E- ZIP: uta. Gl ( IS THE SITE LOCATED IN ANY OTHER TYPE OF ENVIRONMENTALLY 1 I SENSITIVE AREA? TELEPHONE NUMBER: 4V-38. ; S: :<<.frr:«u�.....,,,.::; .:..�:.../.rff is ,:r:::....� :ff. ... rr:•:::;,s:<::r:;: :r.. 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Mch 1 fir, declare that I am (please check one) Y the owner of the property involved in this application,_the authorized representative to act for the property owner (please attach proof of authorization), and that the foregoing statements and answers herein contained and the information herewith submitted are in all respects true and correct to the best of my knowledge and belief. !• ssiiaiy O 4 J,�1(`1 Q• IA -- `� VeNOTA/q), . ti:;..*,iTTEST: Subscribe 5d orn to before me, a Notary Public,in and f!i'�," S� P, '�O� ® th State f (ti residingAt (Name of Owner/Representative) % .. ter, _ off , on thaat�day of (S •r ature of Owner/Re r� sentative) +1 .. . ....0• � 4 /' 1��,? W`��,�4. 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Note If there(9 n Ord theft ph8`Iegal ow ler,�Steae/x attach;8n ddtbar l tiotarizeil:Nester:>itPPlicatiort:#a ::tacit>�Wn ..... : .._ PROJECTOR DEVELOPMENT Gl�NAME: RE AME: RE- NAME: eLAT 4.7-7 o� LZC .a.Nr\ic.Q D e‘'r • , PROPERTY/PROJECT�,� ADDREE-SS(�S))/LOCATION: ADDRESS: 4, \ ox 31 (L L . dvv 4" 5950 /vC �t _ . gfnifofQ, (1VA- ''Sa5T CITY: )� j\ 1{�!)/ /{ k ZIP: Os I KING COUNTY ASSESSOR'S ACCOUNT NUMBER(S): 169365- go .5- //� TELEPHONE NUMBER: �O 5 , l EXISTING LANDUSE(qS):/� 6(� 1 A1T wner` `of >`><< PROPOSED LAND USES: NAME: Q-E- ( EWHQL COMPANY(if applicable): • EXISTING COMPREHENSIVE PLAN MAP DESIGNATION: ADDRESS: PROPOSED COMPREHENSIVE PLAN MAP DESIGNATION (if applicable): CITY: ZIP: EXISTING ZONING: U • TELEPHONE NUMBER: PROPOSED ZONING (if applicable): SITE AREA (SQ. FT. OR ACREAGE): • NAME: / �»' • • PROJECT VALUE: COMPANY (if applicable)1,__' ' • ADDRESS: IS THE SITE LOCATED IN THE AQUIFER PROTECTION AREA? CITY: ZIP: IS THE SITE LOCATED IN ANY OTHER TYPE OF ENVIRONMENTALLY SENSITIVE AREA? TELEPHONE NUMBER: .:$Tf•%v:::ry':..:•TT .f..::•i:T:?' ..::•:r.:.u;.x.....t r.. 1:^TT:?•:•T:h:i:•TT:?•%4:?•i•+:•istL:•T:{:?•l:•:•?•i::??{:??:::::x •,n�.}.. .'. ..•... .. ,..,Tied.-.-.�.�. ..�•.6 L?•:.rr�.:. f f...:r. :^;. ..1,........:::.�::K:?!%:: r •f+F?}•?::::i%:+'???4'+iif?•:i:??::::v: ..t..:.. 9.'. �: •w .f. ..rf..:!/fli,`� ?::��:;TT::;55:�:�Si:?�:T'ri'% :::r•.::...i!..:.1.i. r:sr.+rTt::::T••T:• ?� .:�:T:T;l: .n,...r::. •.n::::;:; :� •; ':Y :' ?:y:: /. :`•:�f:.;./.......t...f/:.....r.i .f•:?f � :f.{:::::!.:+:.�::: ?.T:.:.:•:;:•T:»:::.cif^'t:•::.'•:# '4 . 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PP.... . ..:: tXn:...:.,...:::..........:TAP.Y:........;�:....:;:�f�:.;::::#,:1d�.:�.e:.�n.;:.::e.;��es,«.:.:;>.:;.TT::.T< ::.::T;>::T:.TT;;Ta.:.:.:TTT::.T:; _ANNEXATION $ SUBDIVISION: _ COMP. PLAN AMENDMENT $ _ REZONE $ _ LOT LINE ADJUSTMENT $ _ SPECIAL PERMIT $ _ SHORT PLAT $ _TEMPORARY PERMIT $ _TENTATIVE PLAT ' ' $ _ CONDITIONAL USE PERMIT $ _ PRELIMINARY.PLAT. .. . ..$ _SITE PLAN APPROVAL $ _ FINAL PLAT $ _GRADE & FILL PERMIT $ • (NO. CU. YDS: ) ' PLANNED UNIT DEVELOPMENT: $ _VARIANCE $ (FROM SECTION: ) _ PRELIMINARY _WAIVER $ . FINAL _WETLAND PERMIT $ _ ROUTINE VEGETATION MANAGEMENT PERMIT MOBILE HOME PARKS: $ _ _ BINDING SITE PLAN $ • SHORELINE REVIEWS: _SUBSTANTIAL DEVELOPMENT $ _ CONDITIONAL USE $ _ VARIANCE $ _ EXEMPTION $No Charge ENVIRONMENTAL REVIEW $ — REVISION $ A .[l'..OF W ............ .... .......... .... ..................... I, (Print Name)cJain,)C`e Be eP declare that I am (please check one) ✓the owner of the property involved in this application,._14he authorized representative to act for the�roperty owner(please attach proof of authorization), and that the foregoing statements and answers herein contained and the information herewith submitted are in all respects true and correct to the best of my knowledge and belief. J�1^ `ct b p '-`/�ci ATTEST: Subscribed and sworn to before ma,�•�Jotary Public,in and V y C�V 1 for the State of t.10f}.5-14 residing'at .t• (Name of Owner/Representative) ( kz-A-ccI ,�/,a-��,aicsb , on they .csy of. ' AJ)JLc}�2�/ 4 \ - . , , •,.. ._ , (Signs of Owner/Representative) �S TJl.elic, 6g,,,,.,&,,,,_. Y • (Signature of Notary 6/Public) . .:..... :... ... .. ( his..section to:be:.com leted. C:: : :.>:. 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S......SM.....S.ME::: TP:>:V=A:;:>::w.:8 ::.>.:iJ-H:.::>:TW:::;:: ::<>TOTAL FEES 4:::.':: <:::>€><:':><:::::>::>::::::>::>::::>:«:::>:<:<:< ::>::::>:::...... .... ............................. .........................T TAL:POSTAGE�PRO IDED::»' MASTERAP.DOC REVISED 8/97 '4;,.:•;,..-„,,,...c,9:4,., .. .,,...., . , _,, :-..,-44:4",.;-4t,-.. - "•-: 1.,.,:,-..,,,,,,,, . :,..1§1 .17 7- • •-__ . .. ...., . ..:._,..,,,1„..,.. „I.:4i,, ,, . . ... .., •41.1rw,‘:sp.;: -..ii..4,,,,...:..,,. .:. � .v�A i.fr"�� r. ri�of �+��. .. .. - • • ,. .. 4-4 • 101H A ST 3 t '' 3 1147,0 .�i sL 1.-11 J4800 'N SST ;N q -11 • SE 117TH S' to t K1�i1M1S Ru: SE 11BTiy 5T3 SE < w J �i}�MKp s ,J i1BTN 12E0 1 �}TNEiji R4S h st[ St '7TH 9 1s ^ ID T NE ' § � r ' 4 SE;121ST 5T 1 SE W= 71� T. E 122N0 1 - S:!i !' r ,;, 1SF. I?ITNSEITHvWj ; �_I25 • I t <2. SE I Erli. fv, a t < ji 1 W � 1 ...Si.-J< p� la g 4TH ~ gg A 1. 4Jua ST �� 28TH ST SE P. ' uull r 14800 t NE 3RD CT Z E, L 1 SE 1291 . '6VM1K 1 , 1PI 1 W NE 1 Y R\7is,* a ' -Dm IN— _ . I__SE 1 1 2N0 ST 1 1ST}} i�N~� a' 1 Mi 15 - /APT I St !".. IA 5E it . ' 4 VC, at'ft �� -if-- e . s,. ,r 1 st 0 10 20 50 kv A 135i" s11." �L SE 2ND.,. F Pl _ SE L 1L 136TH ST sli Bt 0 1 sr���n 11 tooJ n i i Fi r SCALE 1" = 50' T._It' St.0 1 ;'' ,. w:vu+x. 'at . r , .. .- « z�_ �1 r a 1, --' X I.. VICINITY MAP LEGAL DESCRIPTION THE EAST HALF OF THE SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 10, TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN, KING COUNTY, WASHINGTON, EXCEPT THE EAST 90 FEET 'OF THE WEST 120 FEET OF THE SOUTH 160 FEET THEREOF, LESS THE COUNTY ROAD. BASIS or BEARING HELD N88.21'09"W ON THE SOUTH LINE OF THE SOUTHEAST QUARTER, SECTION 10, TOWNSHIP 23 NORTH, RANG E 5 EAST PER KING COUNTY CONTROL SURVEY BREAKDOWN. BENCHMARK COR. ##2119 ------ • -- — — --- CO Orr- �l i t v�cLrr P L c, Project Narrative: Lok g6.d v\s 1 0-YN The development will consist of-twefity-(26) ,with a minimum of 4500 square feet per lot, along with tract"A", an existing "wetlands"pond. All of the lots will accommodate dwelling units for two story homes with three or four bedrooms, two or two and one half baths, a two-car garage and heated by forced air gas furnace. The Proposed Use meets the primary use requirements by the City of Renton,4-31-6,B, Residential- Units per Acre Zone(R-8 ). Street Improvements: Residential The development's access at the Southeast corner of the property from NE Jericho Street is by means of a twenty eight (28) foot ingress/egress along with a five and one-half(5.5) foot wide sidewalk easement. A second Access road is provided at the Northwest corner to 142°d Street. The road easement to NE Jericho represents a"half road" and will allow additional easement from the property to the east once it is developed. Based in conversations with owner of the property, development should start during the next twelve months. At that time,the intersection could line up with NE Jericho to the south. Description - Specifications; Parking-Each unit(lot)will have a two car attached garage. In addition, the paved driveway, 20 feet in length,will provide two "Off Street" parking spaces for guest. Lighting-Each unit(lot) will have a four foot high, brick lamp post on the side of the driveway,two feet inside the property line. Landscaping-All lots are to be fully landscaped. The front yards will be planted,while the rear and side yards will be hydroseeded. In addition, there will be a planting areas with Signage along the Southeast frontage to NE 4' The area will include 10 foot high trees and plantings similar to current vegetation on the site. Existing trees on the site will be saved where possible and additional trees are to be planted along the fence surrounding the development. Fencing- a six foot fence will surround the entire development, allowing privacy and buffering for the existing neighborhoods. .-o_C,'Mr_l`1T PLANNING rrr OF RENTON Utilities: Location AUG 1 2090 1. Sewer—Proposed sewer lines will connect to an existing manhole at the Southwest corner of the property. 2. Storm- is located on the South property line. An underground storm retention vault will be built along the South property line. 3. Water and Power are available in the street. The nearest Fire Hydrant Geotechnical: Site evaluation was prepared by Geospectrum Consultants. A copy is included in our submission. In general,the soil type is consistent with normal soil conditions in the area, glacial till. Some ground water is expected in the Northwest corner, requiring possible over excavation and filling with engineered fill. A seasonal pond is located along the northern boundary line. Estimated Construction Cost: Development cost for the project is estimated to be $600,000.00. There will be some cut and fill for the site but is not expected to require a large amount of foreign material. Thank you for your attention to the presentation. We look forward to a meeting in the near future. The contact person for the project is C. Thomas Foster, phone number 206-244-0122. • :.:.:.SIGN>>><'` <'<`>> >>•'<> EL�PMENT�SERVIGES:DIVI �::.;:::::.;::.;;;:.;:.;:>::.::.;:;.::.;;:.> • :::... .. F..:INST4L.LATI:.. .::....: FPUBLI N .S.ICN. . .::. :::................................... CEVELOPrk.. f Pi_,,s`NING CIIYOFF:EjN N STATE OF WASHINGTON ) _AUG 1 7 0 COUNTY OF KING ) REC!E fi'7[7C C. Thnwvr. s , being first duly sworn on oath, deposes and says: 1. On the t day of 01q , 1.912Ooo , I installed 0. public information sign(s) and plastic flyer box on the property located at 5 2bc 1V 1' ' • for the following project: • �-1.-7 7 Cnc r T- Project name Owner Name 2. I have attached a copy of the neighborhood detail map marked with an "X" to indicate the location of the installed sign. • 3. This/these public information sign(s) was/were constructed and installed in locations in conformance with the requirements o Renton/ M�nicipal Sections 9-12-8 G and 9=12-9-I 2a. Installer Signature SUBSCRIBE.44% ��1 I.to before me this__I__ day of �u`y , 2aoa. %%%%%%%%%% CO y �w %„ `NOTARY%''���• � �a,ln=ec- i % ��`� ' NOTARY PUBLIC in and for the State of Washington, pUBL�G =_ ' residing at Z.salvo h , 1[24 �.1 i OF WAS �:••"•- My commission expires on 9- 2Z-O/ PUBSIGNS.DOC REV.9197 • a' , 4' • . -' p 4 ,.`•N 5 .. yi,y ., a• M 0 , ... , .... .....I ''." .. . .. ,''.:..,. . . • • • • • • • • ., Ilk • • • • 'Will • • • • • • c: .) • • • • $ SI. r OKing County This certificate p ies the Seattle King County Department of Public Health and DIESthe Department of Development and Environmental Services with information DEPARTMENT OF DEVELOPMENT AND necessary to evaluate development ENVIRONMENTAL SERVICES proposals. i 900 Oakesdale Avenue Southwest Renton, WA 98055-1219 King County Certificate of Water Availability Do not write In this box • • " • number name `' • .ham•' ❑ Building Permit CIPreliminary Plat or PUD ❑ Short Subdivision 0 Rezone or other QEVELO� i�T p4.P.;tiPylf,9G Applicant's name: C Thomas Foster In Hou c R H—D-2 CITY of r;L��'t Proposed use: Proposed 26 lot PUD A • UG 7 � �'r Location: East 142nd Ave SE on SE 128th St(NE 4th St); Approx. 5200 NE St (attach map and legal description if necessary) Water purveyor information: 1. 0 a. Water will be provided by service connection only to an existing 12" (size)water main that is front the site. OR 0 b. Water service will require an improvement to the water system of: 0(1) feet of water main to reach the site; and/or 0(2) The construction of a distribution system on the site; and/or 0(3) Other(describe): Developer Extension Agreement Required 2. 0 a. The water system is in conformance with a County approved water comprehensive plan. OR ❑ b. The water system improvement is not in conformance with a County approved water comprehensive plan and will require a water comprehensive plan amendment. (This may cause a delay in issuance of a permit or approval). 3. 0 a. The proposed project is within the corporate limits of the district, or has been granted Boundary Review Board approval for extension of service outside the district or city, or is within the County approved service area•of,`a.:'; private water purveyor. • OR ❑ b. Annexation or Boundary Review Board (BRB)approval will be necessary to provide service. 4. 0 a. Water is available at the rate of flow and duration indicated below at no less than 20 psi measured at the nearest fire hydrant less than 50 feet from the building/property(or as marked on the attached map): Rate of flow at Peak Demand Duration ❑ less than 500 gpm (approx. gpm) ❑ less than 1 hour' ❑ 500 to 999 gpm 0 1 hour to 2 hours O 1000 gpm or more 0 2 hours or more A'i'!(• ,;:;;;,' ❑ flow test of gpm ❑ �; ❑ calculation of gpm - other -, (Note: Commercial building permits which includes multifamily structures requlre'.flow test or:;,c`,`;`'x! : °°r!`.': <; calculation.) ;y, , OR ❑ b. Water system is not capable of providing fire flow. , '= . 5. 0 a. Water system has certificates of water right or water right claims sufficient to provide service. OR ❑ b. Water system does not currently have necessary water rights or water right claims. Comments/conditions: An 8"main will be required to be extended on site to serve all 26 proposed lots. As per the 01-05.-00 layout, the main must be extended to the North end of Jericho Ave&the West end of Road C along west property line. I certify that the above water purveyor information is true. This certification shall be valid for 90 DAYS from date of,signature. KING COUNTY WATER DISTRICT#90 LESTER PIELE RENEWAL FEES: W/IN 90 DAYS$50.00 Agency name Signatory name `'AFTER 90 DAYS$125,00 i: ; .`;"' SUPERINTENDENT , . .., ;�T/vV ° 'l�� �if�'i '� r�.C.k7• A,ir�yi.,�a,,C''+f„s. Title Signature ; '',' Date 6/19/00 -` `�xt" `''f ` C•\MyDocuments wa foster.doc i,'. .' ir, y ,r� `,ll♦ s1 i; t'!r:, f,• L,' ,. i Jf^ 'ti�.yr"';jp,n'„ ki,F:X (.'','.i; ;i�y i',;,Jr,,a "•�',°�.,114,+.'+aa{ b 11,;R y i;`i y'' r J,S�;�''t•', .`i, r; 1^�•:ar�`:•`•r,`ez'li .,:' ..3°i1al�:,L}.. k:4�:,}fi7,•,1.1 ENVIRONMENTAL CHECKLIST Purpose of checklist: The State Environmental Act (SEPA), chapter 43.21C RCW, requires all governmental agencies to consider the environmental impacts of a proposal before making decisions. An environmental impact statement (EIS) must be prepared for all proposals with probable significant adverse impacts on the quality of the environment. The purpose of this checklist is to provide information to help you and the agency identify impacts from your proposal (and to reduce or avoid impacts from the proposal, if it can be done) and to help the agency decide whether an EIS is required. A. Background 1. Name of proposed project, if applicable: 4.77 Court 2. Name of applicant: Tom Foster 3. Address and phone number of applicants and contact person: Applicant: Agent: Seattle Mortgage Baima & Holmberg Inc. 6450 Southcenter Blvd., Ste. 106 Shupe Holmberg, PE, PLS Seattle, WA 98188 100 Front Street South (206) 439-3671 Issaquah, WA 98027-3817 (425) 392-0250 11�IG DE`JE�G�TY OF1r ' i ON c'F i,�4� 4. Date checklist prepared: 231 June 6, 2000 fta5. Agency requesting checklist: City of Renton �� 6. Proposed timing or schedule (including phasing, if applicable): Construct Late Fall 2000 if permitting allows. 7. Do you have any plans for future additions, expansions, or further activity related to or connected with this proposal? If yes explain: No 8. List any environmental information you know about that has been prepared, or will be prepared, directly related to this proposal: A wetland delineation has been prepared for a small uninventoried wetland near the northwest corner of the site. 9. Do you know whether applications are pending for government approvals of other proposals directly affecting the property covered by your proposal? If yes Explain: None known. 10. List any government approvals or permits that will be needed for your proposal, if known: City of Renton approval of engineering plans, building permits, DOE approval of sewer plans, water District 90 preparation of water plans.. 11. Give brief, complete description of your proposal, including the proposed uses and the size of the project and site. There are several questions later in this checklist that ask you to describe certain aspects of your proposal. You do not need to repeat those answers on this page. (Lead agencies may modify-this form to include additional specific information on project description.) The proposal is to develop an existing tax lot in to 26 single-family residential building lots. 12. Location of the proposal. Give sufficient information for a person to understand the precise location of your proposed project, including street address, if any, and section, township, and range, if known. If a proposal would occur over a range of area, provide the range of boundaries of the site(s). Provide a legal 'description, site plan. vicinity map and topographic map, if reasonably available. While you should submit any plans required by the agency, you are not required to duplicate maps or detailed plans submitted with any permit applications related to this checklist. The site is located on northeast Renton on NE 4th Street between Hoquiam Ave NE and Jericoe Ave NE. SE 10-23-05. TO BE COMPLETED BY APPLICANT B. Environmental Elements 1. Earth a. General description of the site (circle one) Flat, rolling, hilly, portion steep, slopes, mountainous. other b. What is the steepest slope on the site (approximate percent slope)? 24% 2 • c. What general types of soil are found on the site (for example, clay, sand, gravel, peat, muck)? If you know the classification of agricultural soils, specify them and note any prime farmland: Silty finesand with gravel (glacial till) see geotech report prepared by GeoSpectrum Consultants. d. Are there surface indications of or history of unstable soils in the immediate vicinity? If so, describe: No. e. Describe the purpose, type and approximate quantities of any filling or grading proposed. Indicate source of fill: Approximately 2500 cu yd of select imported fill material will be needed for road base and for general site fill. f. Could erosion occur as a result of clearing, construction or use? If so, generally describe: Yes, erosion could occur during construction. g. About what percent of the site will be covered with impervious surfaces after project construction (for example, asphalt or buildings)? 45% h. Proposed measures to reduce or control erosion, or other impacts to the earth, if any: Silt fabric fencing, sedimentation ponds, and swales will be utilized during construction. 2. Air a. What types of emissions to the air would result from the proposal (i.e., dust, automobile odors, industrial wood smoke) during construction and when the project is completed? If any, generally describe and give approximate quantities if known: Emissions from construction equipment, dust during construction. b. Are there any off-site sources of emissions or odor that may affect your proposal? If so, generally describe: • No c. Proposed measures to reduce or control emissions or other impacts to air, if any: Construction equipment will meet current State and Federal emission requirements; dust control (water) will be provided during construction. 3 • 3. Water a. Surface: 1) Is there any- surface water body on or in the immediate vicinity of the site (including year-round and seasonal streams, saltwater, lakes, ponds and wetlands)? If yes, describe type and provide names. If appropriate, state what stream or river it flows into: There is a small uninventoried wetlands near the northwest corner of the property. 2) Will the project require any work over, in, or adjacent to (within 200 feet) the described waters? If yes, please describe and attach available plans: Yes • 3) Estimate the amount of fill and dredge material that would be placed in or removed from surface waters or wetlands and indicate the area of the site that would be affected. Indicate the source of fill material: N/A. 4) Will the proposal require surface water withdrawals or diversions? Give general description , purpose, and approximate quantities if known: No. 5) Does the proposal lie within a 100-year floodplain? If so, note location on the site plan: No. 6) Does the proposal involve any discharges of waste materials to surface waters? If so, describe the type of waste and anticipated volume of discharge: No. b. Ground: 1) Will ground water be withdrawn, or will water be discharged to ground water? Give general description, purpose, and approximate quantities if known: No. 2) Describe waste material that will be discharged into the ground from septic tanks or other sources, if any (for example: Domestic sewage: industrial. containing the following chemicals...: agricultural: etc). Describe the general size of the system, the number of such systems, the number of houses to be served (if applicable), or the number of animals or humans the system(s) are expected to serve: N/A 4 c. Water runoff (including storm water); 1) Describe the source of runoff (including storm water) and method of collection and disposal, if any (include quantities, if known). Where will this water flow? Will this water flow into other waters? If so describe: Storm runoff will be piped to a detention water quality vault and then discharged to the city storm sewer in NE 4t St. 2) Could waste materials enter ground or surface waters? If so, generally explain: Household spills could enter the storm system. d. Proposed measures to reduce or control surface, ground and runoff water impacts. If any: Oil water separators and a wetvault will be provided. 4. Plants a. check or circle types of vegetation found on the site: XXX deciduous tree: alder, maple, aspen, other XXX evergreen tree: fir, cedar, pine, other shrubs XXX grass pasture crop or grain wet soil plants: cattail, buttercup, bulrush, skunk cabbage, other water plants: water lily, eelgrass, milfoil, other other types of vegetation b. What kind and amount of vegetation will be removed or altered? All vegetation within road rights-of-way will be removed. Most of site will be cleared and regraded.. c. List threatened or endangered species known to be on or near the site: None known. d. Proposed landscaping, use of native plants, or other measures to preserve or enhance vegetation on the site, if any: Landscaping will be provided by homeowners. 5. Animals a. Circle any birds and animals which have been observed on or near the site or are known to be on or near the site: birds: hawk, heron, eagle, son birds, other mammals: deer, bear, elk, eab ver, other fish: bass, salmon, trout, herring, shellfish, other 5 b. List any threatened or endangered or endangered species known to near or on the site: None known. • c. Is the site part of a migration route? If so, explain: No. d. Proposed measures to preserve or enhance wildlife, if any: None 6. Energy and Natural Resources a. What kinds of energy (electric, natural gas, oil, wood stove, solar) will be used for heating, manufacturing, etc.: Electricity and natural gas will be used to meet the project's energy needs. b. Would your project affect the potential use of solar energy by adjacent properties? If so, generally describe: No. c. What kinds of energy conservation features are included in the plans of this proposal? List other proposed measures to reduce or control energy impacts, if any: Homes will be constructed to Washington State energy code requirements. 7. Environmental Health a. Are there any environmental health hazards, including exposure to toxic chemicals, risk of fire and explosion, spill, or hazardous waste, that could occur as a result of this proposal? If so, describe: No 1) Describe special emergency services that might be required. None. 2) Proposed measures to reduce or control environmental health hazards, if any: None. . b. Noise 1) What types of noise exist in the area which may affect your project (for example: Traffic, equipment, operation, other)? Traffic 6 2) What types and levels of noise would be created by or associated with the project on a short-term or a long-term basis (for example: traffic, construction, operation, other)? Indicate what hours noise would come from the site. Short term noise associated with construction equipment. Long term noise associated with 26 new single family homes. 3) Proposed measures to reduce'or control noise impacts, if any: Construction equipment will meet State and Federal noise regulations. 8. Land and Shoreline Use a. What is the current use of the site and adjacent properties? Surrounding property to north and east and west is single-family. To the south is commercial. b. Has the site been used for agriculture? If so, describe: No. c. Describe any structures on the site: One house, 9 mobile home and 3 sheds. d. Will any structures be demolished? If so, what? Yes all structures on site will be demolished. e. What is the current zoning classification of the site: R-8. f. What is the current comprehensive plan designation of the site? Single-family residential. g: If applicable, what is the current shoreline master program designation of the site? N/A h. Has any part of the site been classified as an "environmentally sensitive" area? If so, specify: There is a small wetland near the northwest corner of the site. i. Approximately how many people would reside or work in the completed project? 72 j. Approximately how many people would the completed project displace? Two families. k. Proposed measures to avoid or reduce displacement impacts, if any: None. I. Proposed measures to ensure the proposal is compatible with existing and projected land uses and plans, if any: Proposal conforms to comp. plan. 9. Housing a. Approximately how many units would be provided, if any? Indicate whether high, middle, or low-income housing: 26 new middle income. b. Approximately how many units, if any would be eliminated? Indicate whether high, middle, or low-income housing: 2 middle income. c. Proposed measures to reduce or control housing impacts, if any: None. 10. Aesthetics a. What is the tallest height of any proposed structure(s). not including antennas: what is the principle exterior building material(s) proposed? 35 foot wood. b. What views in the immediate vicinity would be altered or obstructed? None. c. Proposed measures to reduce or control aesthetic impacts, if any: None. • 11. Light and Glare a. What type of light or glare will the proposal produce? What time of day would it mainly occur? Light and glare associated with 26 new homes plus street lighting. b. Could light or glare from the finished project be a safety hazard or interfere with views? No 8 c. What existing off-site sources of light or glare may affect your proposal? None. d. Proposed measures to reduce or control light and glare impacts, if any: None. 12. Recreation a. What designated and informal recreational opportunities are in the immediate vicinity? Coal Creek Park, Gene Coulon Park, Sierra Heights Park, Honey Creek Greenway , b. Would the proposed project displace and existing recreational uses? If so, describe: No c. Proposed measures to reduce or control impacts on recreational opportunities to be provided by the project or applicant, if any: Fee in lieu of providing recreation space will be paid. 13. Historic and Cultural Preservation a. Are there any places or objects listed on, or proposed for, national, state, or local preservation registers known to be on or next to the site? If so, generally describe: None known. b. Generally describe any landmarks or evidence of historic, archaeological, scientific, or cultural importance known to be on or next to the site: None known. c. Proposed measures to reduce or control impacts, if any: N/A 14. Transportation a. Identify public streets and highways serving the site, and describe proposed access to the existing street system. Show on site plans, if any: The property abuts NE 4th St.. Al public road will be constructed within the project and will access to NE 4 h St on the south and to a new public road on the Windsong Development on the west. 9 b. Is site currently served by public transit? If not, what is the approximate distance to the nearest transit stop? Yes. c. How many parking spaces would the completed project have? How many would the project eliminate? Two parking spaces per lot plus the garage. d. Will the proposal require any new roads or streets, or improvements to existing roads or streets, not including driveways? If so, generally describe (indicate whether public or private). Yes. A new public road will be constructed to provide access to the development. e. Will the project use (or occur in the immediate vicinity of) water, rail, or air transportation? If so, generally describe. No f. How many vehicular trips per day would be generated by the completed project? If known, indicate when peak volumes would occur: The project would generate 260 average daily trips=peak volumes would occur during AM & PM commute times. g. Proposed measures to reduce or control transportation impacts, if any: Possible traffic mitigation fee. 15. Public Services a. Would the project result in an increased need for public services (for example: fire protection, police protection, health care, schools, other)? If so, generally describe: The project will result in an increased need for all public services. • b. Proposed measures to reduce or control direct impacts on public services, if any: Increased tax base pays for services. Parks, fire, sewer and storm water mitigation fees will also be paid. 16. Utilities • a. Circle utilities currently available at the site: electricity, natural gas, water, refuse service, telephone, sanitary sewer, septic system, other. io • . r b. Describe the utilities that are proposed for the project, the utility providing the service and the general construction activities on the site or in the immediate vicinity which might be needed. Sewer, water, natural gas, phone, power, cable TV. C. SIGNATURE The above answers are true and complete to the best of my knowledge. I understand that the lead agency is relying on them to make a decision. jjkyv//-(74-647 Name Printed: SI-1 uipE: NoL3,-6 Date Submitted: 864 ja0 • S O CITY OF RENTON FIRE PREVENTION BUREAU MEMORANDUM Cf1Y OF h",; "II I DATE: January 7, 2000 AUG .1.7.6e al. TO: Elizabeth Higgins, Planner FROM: Jim Gray, Assistant Fire Marsha; ..41 SUBJECT: McTighe Preliminary Plat, NE 4th 144th St. Fire Department Comments: 1. A fire hydrant with 1000 GPM fire flow is required within 300 feet of all riew single-family structures. If the building square footage exceeds 3600 square feet in area, the minimum fire flow increases to 1500 GPM and requires two hydrants within 300 feet of the structure. 2. A fire mitigation fee of$488.00 is required for all new single-family structures. 3. The primary roadway requires at minimum a 90-foot diameter cul-de- sac rather than the hammerhead turnaround as shown. This complex, if the primary street is not a public street, will be required a secondary means of access. All buildings would also be required to have central station monitored fire alarm systems. 4. If the primary street is a dead end public street with cul-de-sac, all buildings between 500 and 700 feet from NE 4th will be required to be fully sprinklered. ( Lots 10, 11 & 12.) The Fire Department is recommending that this development provide a circulating roadway structure that could be connected to the development on the West Side at the northwest corner. • 5. The alley access roadways do not appear to,be adequate per city development standards. 6. Developer needs to show provision to provide adequate parking for both residents and guests. There are no provisions shown on this plan. Please feel free to contact me if you have any questions. • ° CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS DEPARTMENT MEMORANDUM DATE: JANUARY 20, 2000 TO: ELIZABETH HIGGINS FROM: NEIL WATTS AJ(at / SUBJECT: PREAPPLICATION REVIEW COMMENTS MCTIGHE PRELIMINARY PLAT We have reviewed the preapplication submittal for the proposed McTighe Plat, located on the north side of NE 4th St at Jericho Av NE extended, and have the following comments. WATER • This site is within the Water District 90 Service Area, and would be served by the District for water. It should be noted that there currently is no franchise agreement with the City of • Renton and Water District 90 for facilities within the City limits. SEWER • There are a series of 8" sewer mains stubbed to the westerly property line, and a new 24" sewer main in NE 4th St. Sewer service is available from either system for this plat. • 8" sewer mains must be extended into the site to. service the new parcels. No dual side sewers will be permitted. • System Development Charges of$585 per house will be required at the time of construction permit issuance. Latecomer's fees will also be required for the 24" sewer main in NE 4th St adjacent to the site. DRAINAGE • Storm drainage improvements will be required, including detention and water quality improvements. Due to downstream flooding and erosion problems, staff will recommend a SEPA condition requiring this project comply with the latest King County Surface Water Manual for design of both the detention and water quality improvements. • The existing wetlands on the northern portion of the project cannot be used for the detention facilities of this project. Detention will be required at the low end of the project to allow for gravity flow through the drainage facilities of the project. JANUARY 20,2000 PAGE 2 • System Development Charges of$385 per house will be required at the time of construction permit issuance. STREET IMPROVEMENTS • The conceptual plan does not address the grid street system encouraged by the City policies and codes. The proposed plat layout will not be recommended.for approval by staff. There is a street currently stubbed to the northwest corner of the site which must be extended across the property to the northeast corner of the plat Half street improvements for the extension of Jericho Ave NE must be provided along the east property line. These half street improvements.will include 35 feet of right-of-way, 28 feet of pavement, and curb, gutter, sidewalk and lighting improvements along the west side of the street. Extensive use of multiple private streets will not be supported by staff where alternate traditional public street systems can provide access to the the parcels (see attached alternate conceptual layout). • Full frontage improvements will.be required adjacent to the development site along NE 4th St. These improvements will include curb, gutter, sidewalks, street widening, street lights, street drainage, and undergrounding of overhead utilities. Additional right-of-way may be required along NE 4th St. • The new internal streets entirely within the plat must be developed (per City Code) to the following standards: 32 feet of pavement (minimum of 4" asphalt over 6" crushed rock), 5 foot concrete sidewalks along both sides of the street, vertical curbs with gutters, street lighting and street drainage systems. The 42 foot right-of-ways shown on the concept plans are allowed by City Code, but additional utility easements may be needed outside of this right- of-way to accommodate the franchise utilities. • Traffic mitigation fees of $75 per new daily trip will be required for this project. Trip generation values of 9.55 daily trips per house are typically used in calculating this mitigation . fee. GENERAL • All new electrical, phone and cable services to the plat must be undergrounded. Construction of these franchise utilities must be inspected and approved by a City inspector prior to recording of the plat. • The application for the preliminary plat must include a conceptual utility plan, conceptual street improvement plan, a conceptual drainage plan and drainage report outlining detention and water quality requirements. • • All required construction permits for the utility, drainage and street improvements will require separate plan submittals prepared according to City of Renton drafting standards by a licensed Civil Engineer. • Construction permit application must include an itemized cost estimate for these improvements: Water, Sewer, Storm Drainage and Street Improvements. The fee for review and inspection of these improvements is 5% of the first $100,000 of the extimated construction costs; 4% of the second $100,000, and 3% of everything over$200,000. Half of • JANUARY 20,2000 PAGE 3 this fee must be paid upon application for the construction permit, and the remainder when the permit is issued. . . . , • • ...- ••-•..';•;:••••••••;:i.; ••••:•:.',"2-••f.•.,:••-",..7..••••••:::-:.:--...7.:•-•:•-.•.:-• •:. . ..•••'.- : • .j..4.:.--''--. .1 :-'.'.°:'•:.'.:-'S;:3.' ,.-.5..".--''..•7 14.:. • . . . ..............• . - .. • .. .. .-.. .. , ...— .. . . - • - • • - ' " •. . , . . . . • •. . • . . • . . • lc'5 jo . 4.-...-i---- —a ---L r 7- , I I . . 55 I / r,----;---la • I / . i .5:•0- 3s 1 - •_, ,k/ . . L,I.) -11-AD 1. . 3. • - • " 1.0 A Cl A • 4rei .71 I : • . i ti. -,..._._...... .---- ; • • 141. -,------. 1 . ; • II . ....... 1 1 • I I 65 . !. , 11'4. ., •4:-) j , I I • 1 . . 1 , VI 1 •, ! , 1 . i 1 t I . , . . . 1 • .. . 1 . , 1 ----• .. 1 I - 1' A ; f I 1 i I . 1 1 1 I • I , 1 , 1 ' . . . 1 1 . i . . 1 ; 1 1 ____.....-- i 1 . 1 , 1 II-6' I . —.. ea 1.1. C ..:I i q 2- t Li ic:T.:: • •_____..... . te.I I::•.:••',"•'-i'L( • ! , • •:,-)I , 1 I ! • .'g• I __I. 1 , • I ss I ! I .. 7, .; , 1 • . 6C.,116-,51if-A74 . . • . . . . .1 I . - . .. ..- ,. 40 -14-)-eth"4•41. . • . . . : • . • . .. . • . - . . . : . . . . . . .. . • . •„ . - . . •. . •. . . .. . . . . •. .•-•. ,.... . . . , . . .• . . . . • . . _ . .. . . . . . . • • • ..... . . .. : . . . • .-, . . .- .: . ... . • . . . • . _. . , -•.. .... • . . . . - • . . .. . . . .. . • CITY OF RENTON Planning/Building/Public Works MEMORANDUM DATE: January 20, 2000 TO: Pre-Application File No. 00-01 FROM: Elizabeth Higgins, Senior Planner, (425)430-7382 • SUBJECT: McTighe 32-Lot Preliminary Plat Preapplication Comments Applicant: Thomas Foster Project Name: McTighe Property Subdivision Project Address: NE 4tn Street at Jericoe Ave NE General: We have completed a preliminary review of the preapplication materials for the above-referenced development proposal. The following comments on development and permitting issues are based on the preapplication submittals made to the City.of Renton by the applicant and on the City.of Renton Codes in effect on the date of the review. The applicant is cautioned that information contained in this summary may be subject to modification and/or concurrence by official decision makers (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 and the City of Renton Development Regulations. The Renton Municipal Code is available at the City Clerk's office and the Renton Public Library. The Development Regulations are available for purchase for$50.00, plus tax, from the Finance Division on the first floor of Renton City Hall. Project Proposal: The applicant has proposed subdividing, by means of the Preliminary Plat process, a 4.77 acre property into 32 lots separate lots suitable for detached single family houses. The property is located in Northeast Renton on NE 4th Street between Hoquiam Avenue NE and Jericoe Avenue NE. Access would be from NE 4th Street. A new public right-of-way will be constructed to • provide access to individual lots. McTighe Preapplicatic' .-. ,omments i January 20, 2000 Page 2 Environmental Review and Land Use Permits Required: For subdivision of land into ten (10) or more lots, RMC 4-7-080 "Subdivision" guidelines apply. The proposed project will require SEPA environmental review and Preliminary Plat approval as the first stage followed by Final Plat approval (see Final Plat Approval section below), which requires a separate application. • A traffic study and report, geotechnical engineering study and report, and wetland report must be submitted at the time of application. The amount of cut and/or fill must be estimated. Preliminary Plat proposals are initially reviewed by the Planning/Building/Public Works Department, then considered by the Environmental Review Committee. • Following issuance of an Environmental Threshold Determination and a 14-day public appeal period, the plat request is heard by the Hearing Examiner at a public meeting. Following a 14-day appeal period, the decision and recommendations by the Hearing Examiner are forwarded to the City Council for consideration. The City Council adopts its own findings, conclusions, and recommendations and either approves or disapproves the proposed plat. Application fees are $2000 for the Preliminary Plat application and $200 (1/2 of the $400 fee if the improvements are less than $100,000) or $500 (1/2 of the $1,000 fee if the improvements are more than $100,000) for Environmental (SEPA) Review. Processing time for Preliminary Plat is approximately 16 weeks, if no appeals are filed. A complete Preliminary Plat application package is being provided to the project proponent with a copy of this memorandum. Current Land Use: The proposed project site consists of two tax parcels. . There are at least two single family residences on the site would be demolished. There.are other single family homes in the vicinity of the project. Zoning: The property is located in the Residential 8 (R-8) Zone. It is designated as Residential Single Family on Renton's Comprehensive Plan Land Use map. Density: In the R-8 Zone, the minimum density would be is 5.0 dwelling units per net acre (du/a). The R-8 Zone permits residential development at densities up to 8.0 dwelling units per net acre, for lots larger than 1/2 acre. Density calculations are based on net parcel size, excluding sensitive areas (such as wetlands and steep slope areas) and public rights-of-way. In order to calculate density, the net area will need to be provided by the applicant. • Minimum Lot Size: The minimum lot size in the R-8 Zone is 4500 s.f. McTighe Preapplicatic.c.,omments January 20, 2000 Page 3 Minimum Lot Width and Depth: The minimum lot width in this zone is 50' for interior lots and 60' for corner lots. The minimum allowable lot depth is 65'. • Setbacks: The minimum setbacks in the R-8 Zone are: front 15' for houses and 20' for garages on streets created after September 1, 1995, and 20' if fronting on existing streets rear 20' side 5' (interior lots) and 15' (corner lots) Setback lines must be indicated by dashed lines on the site plan submitted for preliminary plat review and subsequently removed prior to recording the final plat. Building Height: Building heights in the R-8 Zone are limited to 2 stories and 30'. It cannot be determined from the information provided by the Applicant if this standard will be met. Building Coverage: The maximum building coverage is 35% of the total lot area. The maximum building coverage for lots 5,000 s.f. or less is 50%. Building footprints are not indicated on the conceptual plan. For purpose of considering the preliminary plat, building envelopes should be shown on the plat map. Parking: Off street parking must be provided for each lot, at a minimum of 2 spaces each. Access: A modification from City of Renton street standards will be required to reduce the width of the public right-of-way from the standard fifty (50) feet to forty-two (42) feet. This request must be made at the time of application and . maybe included in the project narrative. Each lot must have access to a public street. The conceptual plan indicates that access will be from NE 4th Street. The City of Renton allows lots to be accessed from a private road located in a 26' wide easement. The maximum number of lots accessed by private roads is six with no more than four not abutting a public right-of-way (RMC 4-6-060J). The conceptual plan does not conform to this regulation. A secondary access, or cul-de-sac will be required (see Fire Prevention comments, attached). McTighe Preapplicatic{, �omments January 20, 2000 Page 4 Sensitive Areas: The site is indicated as potentially sensitive on the City's Sensitive Areas map for wildlife and/or wetlands. A wetland report has been submitted that identifies approximately 9,011 s.f. on the site as being in a Class III wetland. The City of Renton requires a minimum 25 foot buffer for Class III wetlands. Standard buffers may be modified by buffer averaging in certain situations. No construction is allowed in the buffers. Typical Environmental Mitigation measures placed on Preliminary Plats include • the required Fire Mitigation Fee ($488/new lot), Parks Mitigation Fee ($530.76/new lot), and Transportation Mitigation Fee (approximately $750/new lot). These fees are due prior to recording the final plan. There are presently no fees charged for school mitigation, unless the site is within the Issaquah School District. This property borders the Issaquah School District, but is located in the Renton School District. Final Plat Recording: The Final Plat must conform, with only minor modifications, to the Preliminary Plat. The Final Plat cannot be recorded until the required improvements are installed and approved, and a final drawing is prepared and accepted by the City. In addition, any conditions and/or fees must be met and/or paid prior to the recording of the Final Plat as applicable. A separate application packet is required. cc: Thomas Foster Jennifer Henning CITY. OF RENTON ECONOMIC DEVELOPMENT NEIGHBORHOODS, AND STRATEGIC PLANNING MEMORANDUM DATE: January 20, 2000 TO: Elizabeth Higgins .raw FROM: Rebecca Lind STAFF CONTACT: Owen Dennison SUBJECT: McTighe Preliminary Plat-32 Lot Preapplication(00-01) • The site is designated Residential Single Family. The proposal has two potential points of inconsistency with the Comprehensive Plan, density and connections to current and future development on adjacent parcels. The City calculates density according to the net area of a project. The net area is that area that remains after public roadways and sensitive areas such as wetlands are removed. The proponents appear to have deducted only the street right-of-way. According to the figures provided by the applicant, an additional 9,011 square feet of wetland must be deducted before applying the eight dwelling unit per acre density figure. The net area would then be about 3.8 acres, allowing a • maximum of 30 units. The net area figure and the maximum number of units would be affected by additional roadways required. The City's policy is to encourage vehicular and pedestrian connections between developments. Policy LU-70. Streets, sidewalks,pedestrian or bike paths in neighborhood development should be arranged as an interconnecting network. The extensive or predominant use of cul-de-sacs and pipestems should be discouraged for new development. A 'flexible grid"pattern of streets and pathways should be used to connect adjacent and future development. Apart from the arterial, the proposal lacks any connection. It appears that the Windsong development adjacent to the west includes a road stubbing to the northwest corner of the McTighe property. With the location of the wetland, connecting to this stub may be problematic. Existing development to the north does not appear to support a connection. However, additional development to the east is anticipated. If Development Services perceives a benefit to extending the collector street network east,the policies would support such a requirement. Other issues appear to be primarily Code related. cc: Betty Nokes • \\CENTRAL\SYS2\DEPTS\EconomicDevelopment\STRATPLN\PLANNING\PREAPP\RS\McTighe.doc\od **************************************************************** City of Renton WA Receipt **************************************************************** Receipt Number: R0004606 Amount: 2, 507.26 08/17/00 15:39 Payment Method: CHECK Notation: FOSTER #1412 Init: JEJ Project #: LUA00-114 Type: LUA Land Use Actions Parcel No: 102305-9035 Site Address: 5250 NE 4TH ST Total Fees: 2, 507.26 This ;Payment ' 2,507.26 Total. ALL Pmts: 2,507.26 Balance: .00 **************************************************************** ' Account Code Description Amount 000 .345. 81.00.0007 Environmental Review 500.00 000.345.81. 00.0008 Prelim/Tentative Plat 2, 000.00 000.05-.519 .90.42 .1 Postage 7.26 _ 00 I 4- Cy) BAIMA & HOLMBERG INC. —r 171 r(1 Ft) J.L b L1111.15RAINAGE REPORT DEVELOFVENT FOR CITY OF RENTON 4.77 COURT AUG 17 27„L,3 u - May 31, 2000 Baima&Holmberg, Inc., Job No. 1517-006 •$y,13 PE -7:- • $.1s-rvrea, 4:0 NPZ:74 4 _ tcy Prepared for: —71 0 ob C. Thomas Foster Seattle Mortgage 6450 Southcenter Blvd., Suite 106 Seattle, WA 98188 100 FRONT STREET SOUTH • ISSAQUAH • WASHINGTON • 98027-3817 • (425) 392-0250 • (425)391-3055 PROJECT OVERVIEW This project involves subdividing a 4.77-acre parcel into 26 single-family residential lots. The site is located along the north side of Northeast 4T Street, in the SE '/ of Section 10 of Township 23 North, Range 5 East. There are two existing single-family residences that are to be removed. In general, the ground cover in the south portion of the site is lawn/pasture, and the north portion of the site is brushy with an onsite wetland area. The underlying soils are Alderwood. UPSTREAM TRIBUTARY AREA Approximately, 0.40 acres of upstream area drains onto the site. The upstream tributary area is comprised of lawns from single family residences located east. and west of the site. There are no apparent drainage problems associated with these upstream flows. LEVEL 1 DRAINAGE ANALYSIS Two Level-1 downstream drainage analyses have been prepared along this downstream pathway. Barghausen Consulting engineers, Inc prepared a report dated October 1997 for the Highland Market Place Shopping Center and Triad Associated prepared a report dated June 9, 1999 for the Windsong project. The site was visited May 30, 2000 to verify the reports reflect existing conditions. Runoff from the site generally flows south across the site to a drainage ditch located along the north side of Northeast 4th Street. The drainage ditch flows form east to west and is approximately 2-ft wide and 2-ft deep. The flows are conveyed west to the parcel's west property line where it enters a 12-inch diameter inlet pipe. The storm system continues west approximately 925-feet to the west boundary of Windsong. Then, the runoff is conveyed south • approximately 125-feet crossing Northeast 4th Street and discharging into a drainage channel located within King County Wetland number 150. The channel is approximately 10-feet wide and 1-foot deep. From the outlet, the flows continue south in the wetland further than a '/4 of a mile downstream from this project. Along this downstream drainage path, there was not any apparent drainage problems. 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OF • 100 Front Street South ISSAQUAH, WASHINGTON 98027-3817 CALCULATED BY DATE • (425) 392-0250 FAX (425) 391-3055 CHECKED BY DATE SCALE 7 S. &I/1k/ -2a- ,NM.VV... .....=..... -_/.5...........G..FS 0...... Z.. G FS' E . r L.../....o G.rS..... ......../-.... ..........GS..................... ...................................................... ............................................. .. • • • • • • • • • PRODUCT 201-I(Single Sheets)205-1(Padded) 11 T., s r 100-4 414 1517.hyd ******************** S.C.S. TYPE-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 4.7 83.0 .1 98.0 28.9 DATA PRINT-OUT: • AREA(ACRES) PERVIOUS IMPERVIOUS TC(MINUTES) A CN A CN 4.8 4.7 83.0 .1 98.0 28.9 PEAK-Q(CFS) T-PEAK(HRS) VOL(CU-FT) .45 Q 8.00 12262 ******************** S.C.S. TYPE-lA DISTRIBUTION ******************** ********* 5-YEAR 24-HOUR STORM **** 2.55" TOTAL PRECIP. ********* • ENTER: A(PERV), CN(PERV), A(IMPERV), CN(IMPERV), TC FOR BASIN NO. 1 4.7 83.0 .1 98.0 28.9 DATA PRINT-OUT: AREA(ACRES) PERVIOUS IMPERVIOUS TC(MINUTES) A CN A CN 4.8 4.7 83.0 .1 98.0 28.9 PEAK-Q(CFS) T-PEAK(HRS) VOL(CU-FT) .82 cj.'5 7.83 19153 ***********�*t*'******* S.C.S. TYPE-lA DISTRIBUTION ******************** ********* 10-YEAR 24-HOUR STORM **** 2.93" TOTAL PRECIP. ********* ENTER: A(PERV), CN(PERV), A(IMPERV), CN(IMPERV), TC FOR BASIN NO. 1 4.7 83.0 .1 98.0 28.9 DATA PRINT-OUT: AREA(ACRES) PERVIOUS IMPERVIOUS TC(MINUTES) A CN A CN 4.8 4.7 83.0 .1 98.0 28.9 PEAK-Q(CFS) T-PEAK(HRS) VOL(CU-FT) 7.83 24291 1.110 /.) CQ- ******************** S.C.S. TYPE-lA DISTRIBUTION ******************** ********* 100-YEAR 24-HOUR STORM **** 3.92" TOTAL PRECIP. ********* ENTER: A(PERV), CN(PERV), A(IMPERV), CN(IMPERV), TC FOR BASIN NO. 1 4.7 83.0 .1 98.0 28.9 DATA PRINT-OUT: AREA(ACRES) PERVIOUS IMPERVIOUS TC(MINUTES) A CN A CN 4.8 4.7 83.0 .1 98.0 28.9 PEAK-Q(CFS) T-PEAK(HRS) VOL(CU-FT) 1.89 i 7.83 38521 1clo • Page 1 • WETLAND FUG TIP. 6' CYCLONE 0+45.44 -� 4'NIGH WIRE . 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OF 100 Front Street South ISSAQUAH, WASHINGTON 98027-3817 CALCULATED BY DATE (425) 392-0250 FAX (425) 391-3055 CHECKED BY DATE SCALE �-.....rMO Q k.Fe.: vs f12 ............................. ..... . ---�- TS / ?...... :c xte. ......=......... /....7 7 ).(r,....-. /1;1 .g-v A-,e., A = .2. 3.8....../ C • Az A = <.. .�..f}.� L./r/-..... f /v 9�......................................................................................................... :.. ..........................................................................................................:........................................................................... ...................................... ............................................................................................................................................................................ GPs: .............................................................. quo ^ 1-/, O 6 • PRODUCT 201.1(Single Sheets)205-I(Padded) 1517.hyd ******************** S.C.S. TYPE-1A DISTRIBUTION ******************** ********* 2-YEAR 24-HOUR STORM **** 2.00" TOTAL PRECIP. ********* ENTER: A(PERV), CN(PERV), A(IMPERV), CN(IMPERV), TC FOR BASIN NO. 1 2.4 86.0 2.4 98.0 5.0 DATA PRINT-OUT: AREA(ACRES) PERVIOUS IMPERVIOUS TC(MINUTES) A CN A CN 4.8 2.4 86.0 2.4 98.0 5.0 PEAK-Q(CFS) T-PEAK(HRS) VOL(CU-FT) 1.68 4 _ 7.67 22728 ******************** S.C.S. TYPE-lA DISTRIBUTION ******************** ********* 5-YEAR 24-HOUR STORM **** 2.55" TOTAL PRECIP. ********* ENTER: A(PERV), CN(PERV), A(IMPERV), CN(IMPERV), TC FOR BASIN NO. 1 2.4 86.0 2.4 98.0 5.0 DATA PRINT-OUT: AREA(ACRES) PERVIOUS IMPERVIOUS TO(MINUTES) A CN A CN 4.8 2.4 86.0 2.4 98.0 5.0 PEAK-Q(CFS) T-PEAK(HRS) VOL(CU-FT) 2.34 425 7.67 31228 ********************* S.C.S. TYPE-lA DISTRIBUTION ******************** ********* 10-YEAR 24-HOUR STORM **** 2.93" TOTAL PRECIP. ********* ENTER: A(PERV), CN(PERV), A(IMPERV), CN(IMPERV), TC FOR BASIN NO. 1 2.4 86.0 2.4 98.0 5.0 DATA PRINT-OUT: AREA(ACRES) PERVIOUS IMPERVIOUS TO(MINUTES) A CN A CN 4.8 2.4 86.0 2.4 98.0 5.0 PEAK-Q(CFS) T-PEAK(HRS) VOL(CU-FT) 2.81 `f'/O 7.67 37258 ******************** S.C.S. TYPE-lA DISTRIBUTION ******************** ********* 100-YEAR 24-HOUR STORM **** 3.92" TOTAL PRECIP. ********* ENTER: A(PERV), CN(PERV), A(IMPERV), CN(IMPERV), TC FOR BASIN NO. 1 2.4 86.0 2.4 98.0 5.0 DATA PRINT-OUT: AREA(ACRES) PERVIOUS IMPERVIOUS TC(MINUTES) A CN A CN 4.8 2.4 86.0 2.4 98.0 5.0 PEAK-Q(CFS) T-PEAK(HRS) VOL(CU-FT) 4.08 7.67 53346 Page 1 • JOB • • BAIMA & HOLMBERG, INC. SHEET NO. OF 100 Front Street South ISSAQUAH, WASHINGTON 98027-3817 CALCULATED BY DATE (425) 392.0250 FAX (425) 391-3055 CHECKED BY DATE SCALE • /11.4- E 4 4 P._/5.--/ (- 4 ', ). c; ) 74re et,c - 2, eee" =-- 7T/ve., qa = , /0 GPS 7 ,/.V g',,,) 7;7 b C e-S 1-7-9 /14D•Lb' A.4),n.Lv..-.row.#4., 30 FAcTo F -7=2 CSjt14;r:#1,4 ce. 400 OetT 2. 0 9 g !?" ti# /0 CAC jr; et?5Ovr ?,53cfs < 0 CPS 0:„„,/c.7! 4.2,2_ our 9, Z3c 0,23.ciss 1p /. lc SorT 0 2 . " 3. go oi) 66: )4 4- f E") X 235 17/61 FT 7)?,'Ygo.F73 . , PRODUCT 2041(Single Sheets)205-I(Padded) iir__ '1' Ar 41,.% ‘ A -i- r a _ _ * ,, _ 1517-1.vto BOTTOM ORIFICE: ENTER Q-MAX(cfs) DIA.= 2.15 INCHES MIDDLE ORIFICE: ENTER Q-MAX(cfs), HEIGHT(ft) DIA.= 6.92 INCHES TOP ORIFICE: ENTER HEIGHT(ft) DIA.= .86 INCHES PERFORMANCE: INFLOW TARGET-OUTFLOW ACTUAL-OUTFLOW PK-STAGE STORAGE DESIGN HYD: 4.08 1.89 1.89 5.00 13440 TEST HYD 1: 2.81 1.10 .91 3.86 10390 TEST HYD 2: 2.34 .82 .53 3.66 9840 TEST HYD 3: 1.68 .23 .23 3.38 9090 SPECIFY: D - DOCUMENT, R - REVISE, A - ADJUST ORIF, E - ENLARGE, S - STOP ENLARGEMENT OPTION: ALLOWS FOR INCREASING STORAGE AT A SPECIFIED STAGE HEIGHT, TO PROVIDE A FACTOR OF SAFETY. ENTER: STORAGE-INCREASE(%), STAGE-HEIGHT(ft) PERFORMANCE: INFLOW TARGET-OUTFLOW ACTUAL-OUTFLOW PK-STAGE STORAGE DESIGN HYD: 4.08 1.89 1.48 4.38 15319 TEST HYD 1: 2.81 1.10 .62 3.71 12950 TEST HYD 2: 2.34 .82 .44 3.61 12630 TEST HYD 3: 1.68 .23 .21 2.85 9950 SPECIFY: D - DOCUMENT, R - REVISE, A - ADJUST ORIF, E - ENLARGE, S - STOP PERFORMANCE: INFLOW TARGET-OUTFLOW ACTUAL-OUTFLOW PK-STAGE STORAGE DESIGN HYD: 4.08 1.89 1.48 4.38 15319 TEST HYD 1: 2.81 1.10 .62 3.71 12950 TEST HYD 2: 2.34 .82 .44 3.61 12630 TEST HYD 3: 1.68 .23 .21 2.85 9950 STRUCTURE DATA: R/D-VAULT RISER-HEAD VAULT-BOTTOM-AREA STOR-DEPTH STORAGE-VOLUME �J�L-�^ �v�v/�� 5.00 FT 3497.4 SQ-FT 5.00 FT 17486 CU-FT K TRIPLE ORIFICE RESTRICTOR: DIA(INCHES) HT(FEET) Q-MAX(CFS) BOTTOM ORIFICE: 2.15 .00 .280 MIDDLE ORIFICE: �6.92 3.50 1.590 TOP ORIFICE: 4.00 .020 ROUTING DATA: STAGE(FT) DISCHARGE(CFS) STORAGE(CU-FT) PERM-AREA(SQ-FT) . .00 .00 .0 .0 .50 .09 1748.7 .0 1.00 .13 3497.4 .0 1.50 .15 5246.0 .0 2.00 .18 6994.7 .0 2.50 .20 8743.4 .0 3.00 .22 10492.1 .0 3.50 .23 12240.7 .0 4.00 1.17 13989.4 .0 4.50 1.58 15738.1 .0 5.00 1.89 17486.8 .0 5.10 2.41 17836.5 .0 5.20 3.31 18186.2 .0 5.30 4.45 18536.0 .0 5.40 5.80 18885.7 .0 5.50 7.32 19235.4 .0 Page 1 JOB BAIMA & HOLMBERG, INC. SHEET NO. OF 100 Front Street South ISSAQUAH, WASHINGTON 98027-3817 CALCULATED BY DATE (425) 392-0250 FAX (425) 391-3055 CHECKED BY DATE • SCALE • e -1%,4j..._rS7�U/_i?�t........�. f'z...... .....'13. :._> .. Jc= .�_.......C.c ...... 7/x1D" c s ..... Q ........=.......................... . . ' e) 6"f14- 52 e9 p73 7 /6t//..Pr3 2*- ........... P ..... .. . y SFDJMF yr SroM PRODUCT 2041(Single Sheets)205-1(Padded) \ e j I I W r_ tit wq.hyd ******************** S.C.S. TYPE-lA DISTRIBUTION ******************** ********* 6 YDAR 24-HOUR STORM **** .67" TOTAL PRECIP. ********* mO/1/r7'i ENTER: A(PERV), CN(PERV), A(IMPERV), CN(IMPERV), TC FOR BASIN NO. 1 2.4 86.0 2.4 98.0 5.0 DATA PRINT-OUT: AREA(ACRES) PERVIOUS IMPERVIOUS TC(MINUTES) A CN A CN 4.8 2.4 86.0 2.4 98.0 5.0 PEAK-Q(CFS) T-PEAK(HRS) VOL(CU-FT).32 7.67 4641 /�-nn ct,2w Page 1 • ....,;;;.:,I.:'. ••...'•I I . . I . ' • . . .,.. . . • •oo. 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'.',.:''...'-r-•:-;''---;-;.!+;!..,:'.4,-....;.-7:-.‘;';.- :';'-:.-...•f';''- I''.I:I'.''.:.... %I- . - ''-.-'.;:.i...:',''..'r r' ''..I• ''-''', II-'-•;'.2,'.-f-,4141.7-1-i-L-.3..-iw.'1.',4•-1_,:nt--.;,,,,t-"Si6trAgi'-fikt;A:;,.1^.:,-/•:',..-:•!-•-I,': :::1,:,:‘;5.1,i,,-'4 ---. -,:.' . --I,.:-.,.;:,-:;•-.S....;:.,,,...,$!:;•.-...c.pr..vlivii-2;,..-tn-...:,..,j1--,,...':...,.:i-,-.,F,..-,..si.4 T...,:, . -. • ::.,-...1.,•:. .: • • . .. . ...... . .,, ,: .. . . . '.......;:i.-:'.;:-.: :::'....'.•' .:!:•••::::.'f':..;:f'::‘'';',;;‘'f;•;•.if';;;!:.;:;;•:'.'i.•••.: - .,::!...... .'.k,,..:. . . •. ... . .• . - . . , , . . • . . : . . ... . . . .. .. ,.„ •...... • .. .I .. . • . . . . . . . . . .. ••• ..... , .. .. . . . ... ••• . . -•', -. . ...,,... .. . . ... • :-,•.- -..••, , - ' • .• • • • . " I .• • ., . . . . . 7.•••;.:'".,--.„.",:.'.-:,• ', , .•. ,•..''.:..Y ,..-:.-.,:.,....1'..._::'.1-;:.:. -,,-.- . . . • -.s...'-•.c I F..:.,'..% • 1;;.".z-Z:,',..-rs,- . • •--•. • . . • . ..I .. . . . Prepared for: C. Thomas Foster . (206).244-0122 . iPrepared by: Jon K. Dueker , . • P.W.S., C.W.B. • • I . . . (425) 489-0790 . . - 1 . . • . i • . .I • January 2000 ..• ' : . ., . •I . , - . , . • • • • . . .- - ' •' • ' • • -.-. .' . . - " •••'''.-.:' I . . . . • • • .:,..,„..::.t,„..,• .. .... . . • . .. . . . .. • • • INTRODUCTION This report presents the results of a wetlands delineation and evaluation conducted by Jon K. Dueker, C.W.B., P.W.S. during the month of November 1999. The property studied is approximately 4.66 acres and is located at 14328 SE 128th St., Renton, Washington. Figure 1 shows the general location of the property and Figure 5 shows the area surveyed and the location of the individual wetland. „I k 3a k}: K .1� • ` 5T 1� a c �X 7I .- t . 124TH s �.Y Soli ' ^ ...i .� ,y; 125111 ST till � .T ` ' - Sr Site 1 _ �O There was one wetland t`_ . �, , t.t:::-,...--:.'" - 9E 128TH ST I delineated on the property. The t : professional surveying on the wet- ' SE 129TH LL , > y PL land was performed by Homberg ` `' Surveying. It was apparent from sE __ 1:2ND ST the outset of the site investigation r ',� 15 n — g that the wetland was in a disturbed : �.,F, , ,.. ` I condition and had been modified 13 TM a by dredging on-site and filling off- ,t sE ka 136TH a sT ,; , sF1W g® . site. � '` �`���i fit,; � . MIMI Figure 1. General project location. I METHODOLOGY This study was conducted using the 1987 Corps of Engineers Wetlands Delineation Manual, as i revised by the Washington State Department of Ecology in March 1997, and the City of Renton Ordinance. The, three parameters for distinguishing wetlands include hydric soils, hydrophytic vegetation, and hydrology. 1 Hydric (wetland) soils are defined as those soils which are saturated, flooded, or ponded long enough during the growing season to develop anaerobic conditions that favor the growth 1 and regeneration of hydrophytic (wetland) vegetation. Indicators of hydric soils include low soil chroma, mottles, gleying, and high organic content. During the field investigation, soils were examined for these hydric indicators. 1 1 II I . s a ,( I j, • r �I ,A'r. a ' f,11� . • ;r•..• •.. r • ' • �/ ,.,t. ` ' i..` is►�f+F i � '• / mot t. .4 .,...ey. ,,,,,,(_,,,,..... : • . �/ �rjjN .f�k► sr .ice+ P. .! !* , •.,,St^ -'r Figure 3. Pond from dike looking north. I t -;?ii-,1;„.•t:. .., r•!T e ,-..Y-74-."4 ,,_.-A-,...v, _. . • . - —';'.,,-,%T.,: ir• - iA.7. -,kti,..-. ‘' ,-•-: ,•:- •••••.•::I•.."'!\-• t.6.1,iff. !c..1••'...- -••-•••.:v.• ,•.-\\.:,,....,••... i !...•.:„..''"'le .;), t. ' ... 5V. . '• ., r, ..,,.......„ .,...„.:.... .,; zi,'‘,el t '0"` .4->i 1: • :.•' -,I 1 ... • ,t•-•• .-. ,: , ,—.. •. • '-;,t.i-Z-::.'..i..."2. - 4..'-'7 TI!*".14.. ;.--'4..-.•:5^-:::).':.• ...:,',':/.,7i.. ,',', ...',.:.• 7•-•-, ....."... -':,liti,k; " , i +=..., - ,.. : IP. ..,.01 .,.../., ,' .....1,,. :',..,.,`. ...'$•'ot '7.-:-.-1.1•%,..., ' .iv•: ""`,,,,, %. ..4 • • . `K ' ,CA .,.. �`' • .� 7 L` V•iii �.;.;\fit x`fc f!, ., (: : 3 1 , r \Eye: :L;;;. :.^— + :1 ,-_n tf ^ 'I i. • �:i -yc,� t`\ \. "'1 -•~'t- £ Sa.3,:^,�•s Ufa r-• 3 7 .. r : tic . K.-, \.!r Q. _ r'. •. .:;, b•`' ,j 4: _ 'Il "'',Kc" / , s 'R y3_ .{�+t•..:{� '�.• . •� ,j;'9!4�CFti1 -1+: ,.�"ivy r ... .ce ..�Aits•T..4•C9 "'.l. 11 Figure 4. Pond from dike looking south. I i WETLAND AREA — 9,011 SQ. FT. (AS FLAGGED) 8,736 SQ. FT. POND TOP 6' CYCLONE NE 4,296 SQ. FT. 10 WATER EDGE 4' HIGHWD FENCE .� WD-1 / •I �q6' �AAAf ,AA? t v1.• p =\11V / \ / / i I air"-- 9 .%� .I' °' `.AA te'• 2a• tx I / a I ' / i .I WD�� 1 , v /, �, /' 0•/i / •.� t tee ta. ,I. \ / j � 4x'' \ , �/ e• • 1 I WDr3 \ i \\x° \ \ • ;>" / 1 I• . I I \ � 1 • • • *2 1.„\ ' / to /�,: 4•\ ` �` f0• .4.4. \ AAO� / \ I \14 t / \ \ i • \ I,v, / 14• \ \ \ * • • `• I // \\ 4. / \ � \ • \• / le / • \\ 1 / \ L aAO� • 12. \ t \ ` 2e• to 14• \ • • \ . ,e, ,,, �I ,.. _„.______________ ` 1` ' 0 10 20 50 • 7 \ • .t '' i ,• T o • _ —aao„ 1 SCALE 1° = 50' \ \ .� / \ / A2• 1 , ,....--- Ar • •• 12,_ .e- t IV • / i • I // \ /20. \ //�\1 C. ;. 1 f :`V11�- `'.-\ ° ' 'x �\ ui\ / \\ r \\ _' 22l\ f < '`1''�I (D `\ • \ 1}o�L1 fd 1 (::::;24' \ -\12/(re 1 *. 41' -..''.• :If- 1 !I\�241 a,,,, 2/ail \ LI O \t2• ' I / 1 / \ / 2�• tv b ik, o °. -* / x, 12 ...,------ ... -0 0 „ ....._ .____ I 10• , a• \ --....../ Jo•. % \.\ /� . / / /\V t+ I _ III / / t / 6"• / \ .l l al\e i I / 10 / / / \ e„ -- „ .\,(2)- ', O/ I \` \ J 4q2_` 16• a -- , s .— `\ ,. � 2 / • \—440-- - a / / J.,___, to / r ® _, , •ty\ to•`-, ,��// \ a0 o to , • —__ -434 \\ / \ / \ tY •432--- -- 1.,-24• `\ `' `.` /' \_ • • 41f* • 430 / I \ \ --, 1 , \ \ 11 ' • \\ \\ K• Yfa• 12•\I •• t t \ 1 I /' -- • 10 �\ � ',�� I` 3\ to FOUND REBAR I -' \ .. \AND CAPLS#6422 \ I _, - \ \430 \ \ I` tiT' 4 1 , w �s — — _..,-- \ 12' CMP/ N00° 06 E INV=428.53 2wC0K =4295 J 12 CMP INV=427.81 2.00' S.E. 128TH ST. a.59/ 1 _ 2642.62' N88°21'09"W (M ,) 2642.56' N88'21'09"W (MEAS.) — ,_ Figure 5. Location of wetland (surveyed). • Hydrophytic vegetation consists of plants that grow in water or in a substrate that is at least periodically saturated. Commonly occurring plant species have been rated by the U.S. Fish and Wildlife Service (Reed 1988) as to their frequency of occurrence in wetlands. The rating system uses a range from obligate upland (those occurring in wetlands less that 1% of the time) to. facultative (those occurring in wetlands 33% to 66% of the time) to obligate wetland (those occurring more than 99% of the time in wetlands). For an area to be considered a wetland vegetative community, more than 50% of the dominant species in that area must be rated as facultative or wetter. The site was divided into four sections and at least one transect was established across each section. In the area of the one suspected wetland additional transects were established. Vegetation throughout the site was examined and data pertinent to this vegetation as well as soils and hydrology were recorded on data forms that are included in the Appendix of this report. The wetland identified was delineated with red and black striped flagging affixed to vegetation or stakes at approximately 30-foot intervals. SITE CONDITIONS There are two small homes and four sheds •�.�- - 4 - , situated on this property. Selective logging hasz • also occurred. The wetland has been greatly altered , ,;F. a„4 . over the years as will be described in the Wetlands �- - ,, J w section of this report. The Soil Conservation Service . . ' has mapped the soils onsite as Alderwood gravelly ,,.- , t:„ . '= sandy loam(6-15% slopes). The Alderwood series F ., • ....2.."-;�-, ;f4 dts is not considered a hydric soil but can contain hydric inclusions. t�;, ,Nt -,�- "ilki. %1 s '' . ,t 4. .. The uplands on site contain Douglas fir .. �. �; ;r,.! • !c_ ;,,1 ^ .r, 1.;F (Pseudotsuga menziesii), alder(Alnus rubra), salal �- ' 4, -• '-' , =._- (Gaultheria shallon), Himalayan blackberry Figure 2. Soils of the site (Rubus discolor), and Scott's broom (Cytisus scoparius). Much of the uplands have been disturbed by logging and other human related activities. WETLANDS One wetland was found and delineated on the property and was determined to be 9,011 square feet (0.2 acre). This wetland had been severely disturbed approximately 15 years ago with inflows and outflows being filled off-site. The current wetland is dominated by a man- made open water wetland (pond) with artificially high berms surrounding it. 4 • • Historically the wetland was a small open-water area during the winter, which drained to the neighboring property to the east and then into a small drainage way, which ran to the south. At this time all natural inflow sources, excepting rainfall, have been rerouted and no natural outlet is present. The pond is littered with numerous old tires and other assorted material. Figures 3 and 4 illustrate the artificial conditions, which are present at this time. The hydrophytic vegetation surrounding the pond consists of reed canary grass (Phalaris arundinacea), common rush (Juncus effusus), hardhack (Spiraea douglasii), saplings of willow (Salix.sp.), alder (Alnus rubra) and black cottonwood (Populus balsamifera), buttercup (Ranunculus repens). A few cattails (Typha latifolia) are present near the.north end of the pond. Hydric soils were noted and indicated 10YR 2/1 with heavy mottling grading out to a non-hydric 10YR 4/4 with no mottles. It would appear that historical dredging place an overburden of hydric soils over native soils on the west side of the pond. This wetland is classified, using the City of Renton's Wetland Classification System as a (3.) Lower Quality Wetland because it is greater than 5,000 square feet and meets the following criteria: 1. It is severely disturbed, and 2. Is characterized by hydrologic isolation, human-related hydrologic alterations (diking, outlet modification), and 3. Has a soils alteration through dredging and compaction of dikes. The.standard buffer width for this classification of wetland as stated in the City of Renton Ordinance 4478,10-24-1994 is 25 feet. CONCLUSIONS An examination of this site using the 1987 Corps Methodology as modified by the Washington State Department of Ecology showed that there is one wetland present on this property. The wetland is 9,011 square feet in size and is rated as a Lower Quality Wetland. Submitted by: Jon eker, Professional Wetland Scientist • Date: 5 January 2000 5 I I I I I I 1 1 APPENDIX (Field Data Sheets) I . DATA FORM 1 Routine Wetland Determination (WA State Wetland Delineation Manual or 1987 Cor s Wetland Delineation Manual) I Project/Site: /ifc `' i ?orty Date: j/ 02..„4/99 Applicant/oa 773-71'7 �O re4.--- • County: '�, � _ _ State: 14-1, Investsj gator( : J, e fG B� • SIT/R: I Do Normal Circumstances exist on the site? : yes •o Community ID: /4 Is the site significantly disturbed (atypical situation)? yes • Transect ID: T Is the area a ••tential Problem Area? es diao Plot ID: / VEGETATION - • - 1 Dominant Plant Species Stratumi Indicator Dominant Plant Species Stratum Indicator I /2 47Y/$ate' l%G.e,�t- t�cht f t ji,e,vv.„144_ -e-ized—e-c-42./ F �S/9.rae� -w � -4 F k k) - 2 3 - y' - "G rills . • 1 A r z r i aglil-§715 HYDROPHYTI VEGETATION INDICATORS: %of dominants.OBL,FACW,&FAC: /�4% ICheck all indicators that apply&explain below: Regional knowledge of plant communities '— Wetland plant list(nat'l or regional) ✓ OTHER IPhysiological or reproductive adaptations Morphological adaptations Technical Literature V Wetland Plant Data Base Hydrophytic vegetation present? y� no • ` Rationale for decision/Remarks: l f t HYDROLOGY • Is it the growing/eason?� �_/ yes no Water Marks: �ye�j, no Sediment Deposits. es no Based on: 4l�t/�7j.4L/7/e„z,yo Drift Lines: ® no Drainage Patteiris: .li no' - Dept. of inundation: r inches Oxidized Root(live roots) Local Soil Survey:- yes 'rio Channels<12 in.yes no Depth to free water in pit: c.2 inches FAC Neutral: yes no Water-stained Leaves:. . yes no Depth to saturated soil: 0 inches Check all that apply&explain below: Other: Stream,Lake or gage data: Aerial photographs: Other: Wetland hydrology present? (7 no Rationale for decision/Remarks: soILS . • Map Unit Name Drainage Class (Series &Phase) �j Field observations confirm Yes Taxonom (sub ou ) I i5/a ma d e? Profile Description Depth Horizon Matrix color Mottle colors Mottle abundance Texture, concretions, Drawing of soil (inches) (Munsell (Munsell size&contrast structure,etc. profile moist) moist) (match description)• • • • Hydric Soil Indicators: (check all that apply) • Histosol ,/Concretions Histic Epipedon High Organic Content in Surface Layer of Sandy Soils Sulfidic Odor Organic Streaking in Sandy Soils Aquic Moisture Regime Listed on Local Hydric Soils List Reducing Conditions . Listed on National Hydric Soils List Gleyed or Low-Chr•ma Colors Other(explain in remarks) Hydric soils present? no Rationale for decision/Remarks: • • Wetland Determination(circle) Hydrophytic vegetation present? . CS no . . Hydric soils present? • a, no Is the sampling point 41211 no Wetland hydrology present? (1z no within a wetland? Rationale/Remarks: NOTES: • a & aA a va�ira a Routine Wetland Determination • (WA State Wetland Delineation Manual or • 1987 Co Wetland Delineation Manual) Project/Site: M�Yi // ���. Date: /j/2 /4 9 A licant/aaacae I �S`y�i� . PP � 2 County: /-��/ q J State: Gvir Investigator(s): , .1 5/T/R: Do Normal Circumstances exist on the site? : yes Community ID: 4- Is the site significantly disturbed(atypical situation)? yes Transect ID: R{ tential Problem Area? Is the area a Po yes "no Plot ID: oZ VEGETATION • Dominant Plant Species Stratum Indicator Dominant Plant Species Stratum Indicator 4.4,5 „a./ • 4 f c t) Pe&P-17-adia Z. ,',C . 4 r Qgfi.7'e HYDROPHYTIC VEGETATION INDICATORS: %of dominants OBL,FACW,&FAC: 'D Check all indicators that apply&explain below: Regional knowledge of plant communities V Wetland plant list(nat'l or regional) OTHER Physiological or reproductive adaptations Morphological adaptations Technical Literature Wetland Plant Data Base Hydrophytic vegetation present? (yam no • -Rationale for decision/Remarks: HYDROLOGY Is it the growing season? yes • no Water Marks: Based on: 'es no SedimentDeposits:��yes �no. Drift Lines: • yes no Drainage Patter yes Dept.of inundation: inches Oxidized Root(live roots) • Local Soil'Surve es lno Channels<12 in.yes no Depth to free water in pit: inches FAC Neutral: yes no Water-stained Leaves:. no Depth to saturated soil: inches Check all that apply&explain below: Other: Stream, Lake or gage data: Aerial photographs: Other: Wetland hydrology present? yes no Rationale for decision/Remarks: SOILS, Map Unit Name eig Drainage Class (S:eries &Phase) �4ti-- e.dr Field observations confirm Yes (CI . taxonomy (subgrou.) 4 -1. mapped type? • Ptofile Description Depth Horizon Matrix color Mottle colors Mottle abundance Texture,concretions, Drawing of soil ;inches) (Munsell (Munsell size&contrast structure,etc. profile moist) moist) , (match description). ri /D • • • ydric Soil Indicators: (check all that apply) _ Histosol Concretions Histic Epipedon High Organic Content in Surface Layer of Sandy Soils Sulfidic Odor Organic Streaking in Sandy Soils Aquic Moisture Regime Listed on Local Hydric Soils List Reducing Conditions • Listed on National Hydric Soils List Gleyed or Low-Chroma Colors Other(explain in remarks) :ydric soils present? yes n . ationale for decision/Remarks: • • 7etland Determination (circle) • ydrophytic vegetation present? y no ydric soils present? no Is the sampling point yes M "etland hydrology present? (— yes? no within a wetland? ationale/Remarks: • )TES: . 1JA1A ru1C1Y11 Routine Wetland Determination (WA State Wetland Delineation Manual or 987 Corps Wetland Delineation Manual) Project/Site: G /—p Date: j//�Ld/fy Applicant/e r. 7 1171 County:Z s/7 9 r State: Investigator(s): cJ . S/TIR: Do Normal Circumstances exist on the site? yes Community ID: Is the site significantly disturbed(atypical situation)? yes 62. Transect.ID: .T Is the area a potential Problem Area / VEGETATION Dominant Plant Species Stratum Indicator Dominant Plant Species Stratum Indicator -` 3 -� / _' • HYDROPHYTIC VEGETATION INDICATORS: 1 %of dominants OBL,FACW,&FAC: 7,3-1 • Check all indicators that apply&explain below: Regional knowledge of plant communities Wetland plant list(nat'l or regional) OTHER Physiological or reproductive adaptations Morphological adaptations 1 Technical Literature c/ Wetland Plant Data Base Hydrophytic vegetation present? . yes no • •Rationale for decision/Remarks: • HYDROLOGY Is it the growing season? yes no Water Marks: . no Sediment Deposits:'' es no, Based on: ..Drift Lines: VT' .no Drain•:;e Patti -.-yes no"'- Dept.of inundation: inches Oxidized Root(live roots) Local SoirSurveY -;:Yes:.n° , Channels<12 in.yes no Depth to free water in pit: inches FAC Neutral: yes no Water-stained Leaves:- yes no Depth to saturated soil: . inches • Check all that apply&explain below: Other: Stream,Lake or gage data: Aerial photographs: Other: Wetland hydrology present? yes no Rationale for decision/Remarks: SOILS' • viap Unit Name /1)1Z fL:9� Drainage Class "Series &Phase) ,� Field observations confirm Yes - No raxonomy (subgroup) maPPed type? 'rofile Description depth Horizon Matrix color Mottle colors Mottle abundance Texture, concretions, Drawing of soil inches) (Munsell (Munsell size&contrast structure,etc. profile moist) moist) (match description). ft • • iydric Soil Indicators: (check all that apply) Histosol Concretions Histic Epipedon High Organic Content in Surface Layer of Sandy Soils Sulfidic Odor Organic Streaking in Sandy Soils Aquic Moisture Regime Listed on Local Hydric Soils List Reducing Conditions • Listed on National Hydric Soils List i/ Gle ed or Low-C a Colors Other(ex lain in remarks) lydric soils present? yes no - ationale for decision/Remarks: • • Vetland Determination(circle) • :ydrophytic vegetation present? eia no . • :ydric soils present? • no Is the sampling point 411211110 no • retland hydrology present? no within a wetland? ationale!Remarks: • OTES: Routine Wetland Determination ' (WA State Wetland Delineation Manual or 1987 Corps Wetland Delineation Manual) Project/Site: J/ -// - Date: O//z�/9 Applicant/sumerr, 7 7 ‘S-' • County:, n �J ��� State: y/4- Investigator(s): S!T/R: Do Normal Circumstances exist on the site? I yes t Community ID: Is the site significantly disturbed(atypical situation)? yes Transect.ID:� Is the area a potential Problem Area? yes Plot ID: 02� VEGETATION Dominant Plant Species Stratum Indicator Dominant Plant Species Stratum Indicator gin1-4 Pia t G,,,t/de 04 gvse-ram - r ve • HYDROPHYTIC VEGETATION INDICATORS: %of dominants OBL,FACW,&FAC: • ,R..(314Z, Check all indicators that apply&explain below: Regional knowledge of plant communities ' Wetland plant list(nat'1 or regional) — OTHER Physiological or reproductive adaptations Morphological adaptations Technical Literature Wetland Plant Data Base • Hydrophytic vegetation present? yes no -Rationale for decision/Remarks:' • HYDROLOGY Is it the growing season? yes nd . Water Marks: yes no Sediment Depoaits:yes no Based on: .Drift Lines: • es no Drainage Patteias;; -Yes no- Dept.of inundation: inches Oxidized Root(live roots) Local Soil Suriey:;::yes `rio, Channels<12 in.yes no Depth to free water in pit: inches FAC Neutral: yes no Water-stained Leaves:. yes no Depth to saturated soil: inches Check all that apply&explain below: Other: Stream,Lake or gage data: • Aerial photographs: Other: Wetland hydrology present? yes enTiOD Rationale for decision/Remarks: • S CAILSz • Map Unit Name Drainage Class (Series & Phase) Field observations confirm .(Q No Taxonomy (subgroup) �-s mapped type? Profile Description Depth Horizon Matrix color Mottle colors Mottle abundance Texture, concretions, Drawing of soil nches) (Munsell (Munsell size&contrast structure,etc. profile moist) moist) (match description). • • Hydric Soil Indicators: (check all that apply) • Histosol Concretions Histic Epipedon High Organic Content in Surface Layer of Sandy Soils Sulfidic Odor Organic Streaking in Sandy Soils Aquic Moisture Regime Listed on Local Hydric Soils List Reducing Conditions Listed on National Hydric Soils List _Gleyed or Low-Chroma Colors Other(explain in remarks) lydric soils present? yes no • rationale for decision/Remarks: Vetland Determination(circle) • :ydrophytic vegetation present? yes dir . • :ydtic soils present? yes di Is the sampling point yes no Jetland hydrology present? yes within a wetland? ationalefRemarks: • OTES: • OD-1(4 ) .. d al t'AP wM CTRU; .{ C • 1LT T 9 I ) C® _ :-x-.;,- ,;.:$'t 3. rsz K- •_.. a ,:axa ; W,r,•• �ft "�uya-.. r,.,. Yu .Y - 3,1a y,,� �w Yai,<• .n...•,.�k`P=�s4'•'$},,�-�' +fie --s. - .. ....... • Geotec/ r,/co/ Er-) 'ir-ieeri r-c/ Ecart/- Sc/er)ces ' '�-.J . i fi U��::' � fr>i16dG May 30, 2000 = • w ����CITY OC���i E36d Mr. Tom Foster McTighe Family Partners, LLC 6450 South Center Boulevard, Suite 106 • Seattle, WA 98188 Subject: GEOTECHNICAL EVALUATION • Proposed 26-Lot Plat, 4.77 Court Development • 5200 Block NE 4th Street • Renton, Washington Project No. 00-119-01 Dear Tom, This report presents the results of our geotechnical investigation performed on the site of the proposed residential development. The development will be located at the northwest corner of NE 4th Street and Jericho Avenue NE in Renton. The purpose of the investigation Was to provide geotechnical engineering evaluations of the site conditions and geotechnical recommendations for. site development. ,Our work was performed in accordance with the scope and conditions of our proposal dated April 28, 2000. A preliminary plat grading plan prepared by Baima & Holmberg, Inc. dated 4/18/00 was provided to us and used as a reference for our evaluations. Based on the referenced plat map shown in Figure 2, the proposed plat includes 26 lots within the subject property. Access to the lots will be provided by a northward extension of Jericho Avenue NE, as well as three tributary streets. Site grading is expected to include minor cuts and fills up to' about 5 feet maximum for street subgrade construction and leveling of the building lots. Development of the single family residence lots is expected to be one or two story wood frame homes. Foundation load information is not available at this time but for the purpose of our evaluation bearing wall loads for the residence structures are assumed to be on the order of 1 to 2 klf. If actual structural loads exceed the above values by more than 25%, this office should be notified. • P.O. Box 276, Issaquah, WA 98027-0276 o Phone: (425) 391-4228 Fax: (425) 391-4228 McTighe Family Partners, LLC May 30, 2000 SCOPE OF WORK Our geotechnical evaluation included subsurface exploration, engineering evaluations, consultation with your other consultants and the preparation of this report. The scope of work included the following specific tasks: o Reviewed published geologic mapping of site vicinity. o Excavated 8 test pits to depths ranging from 4 to 5 feet below the ground surface to observe the subsurface soil conditions. Locations of the test pits are shown on Figure 2. o Continuously logged the subsurface conditions, as encountered in the test pits at the time of excavation. Logs of the test pits are presented on the summary sheets of Appendix A. o Performed engineering evaluations of the site conditions and their impact on site development. o Developed geotechnical recommendations for general site grading, street subgrade preparation, retaining wall and rockery construction and residential development. o Prepared this geotechnical report summarizing our findings and recommendations for site development. ti EXISTING SITE CONDITIONS The proposed development is situated at the northwest corner of Jericho Avenue NE (144th) and NE 4th Street as approximately shown on Figure 1. The south end of the site currently has a house and a mobile home as well as three storage sheds. The northern s/ of the property is undeveloped with scattered evergreen and deciduous trees. In the north-central area of the property is a large pond, (Tract • "A" on Figure 2) which appears to be in a natural low area. Topography in the general site vicinity slopes down gently to the south-southwest as shown in Figure 1. Local site topography generally slopes down to the south as shown on Figure 2. The contours of Figure 2 indicated slope gradients ranging from near horizontal up to about 20% on the site with maximum elevation difference across the site from south to north indicated to be about 25 feet. Project No. 00-119-01 Page 2 McTighe Family Partners, LLC May 30, 2000 SITE DEVELOPMENT EVALUATIONS General Based on the results of our field investigations combined with our own experience and judgment, it is our opinion that the site can be developed as planned provided that proper construction procedures are followed. • Review of published surface geologic mapping of the 'site vicinity (see Figure 1) indicates 'that the site surface soils were mapped as glacial till soils (Qgt). These glacial soils were deposited during the Vashon glaciation, the last glacial advance into the Puget Sound area which ended approximately 13,500 years ago. Glacial till soils are typically a compact mixture of clay, silt, sand and gravel which were deposited at the base of the glacial ice. Based on our subsurface explorations on the site, in our opinion the natural soils encountered at the site are glacial till soils (Qgt) consistent with the referenced geologic map. In addition our explorations indicate that fill soils exist in the area of lots 2, 3, 4, 13 and 14. Fill soils may be encountered at other locations as well, however the scope of this study did not include specific delineation of fill areas. Ground Water Considerations Ground water or seepage was encountered in Test Pits 4, 6 and 7 located within the low lying area south of the existing pond of Tract "A". Based on our explorations we expect that some ground water is likely to be encountered on Road B and lots 2-6, and 11-18. Typically the ground water seepage observed occurred just above the very dense/hard glacial till contact indicating that the water is most likely "perched" within the loose/medium dense weathered soils above the very dense/hard till soils. Site grading will be difficult in the ground water area. Excavated soils in the ground water area will likely be too wet for proper compaction and will need to be hauled off site or dried out before using in fill areas. Where subgrade preparation is required in the wet areas, the existing wet soils should be excavated to the hard till and replaced with imported clean sand/gravel fill that can be compacted under wet conditions. Excavation dewatering may be required for proper fill placement. Construction dewatering will also likely be required for foundation excavations and construction on lots where ground water exists. All ground water should be removed from the bearing soil surface prior to foundation concrete pour. Project No. 00-119-01 Page 4 McTighe Family Partners, LLC May 30, 2000 Street Construction Comparison of the existing and proposed grades in the street areas indicates that most of the new roads will be at or below existing grade and that cut/fill depths should be on the order of about 5 feet or less. We expect that most of the street construction for Jericho Avenue NE and Roads A, B, and C will encounter shallow fill and natural weathered glacial till soils. Areas of existing fill soils (see Subsoils section of EXISTING SITE CONDITIONS) are expected be encountered along the proposed Road B alignment and the adjoining portions of Road A and Jericho Avenue NE. Existing fills and loose natural soils are not considered suitable-for direct subgrade support.. Street subgrade preparation will require stripping of existing fill soils and unsuitable loose natural soils where exposed in the street subgrade and placement of structural fill as required to achieve the final subgrade. However medium dense to dense natural soils are considered suitable for subgrade support with little or no preparation. Medium dense to dense natural soils are expected to be exposed in areas where the proposed road grade is greater than about 3 to 4 feet below existing grade. Specific recommendations for street subgrade construction are presented under the "Site Grading" section of RECOMMENDATIONS. Residential Foundations Existing fill soils and/or organic loose or medium dense soils are not considered suitable for foundation support. Foundations should penetrate through the upper unsuitable soils to bear on dense to very dense natural soils. In our opinion conventional spread footings founded on the dense to very dense natural soils should provide good support for the residence structures. Specific recommendations for spread footing foundation design and construction are presented below under "RECOMMENDATIONS". Project No. 00-119-01 Page 5 McTighe Family Partners, LLC May 30, 2000 RECOMMENDATIONS The following subsections present our geotechnical recommendations for site grading, street subgrade preparation, residential foundations, retaining walls and rockeries. Also included are recommendations for site drainage, erosion control, plan review and observations and testing during construction. Site Grading Site grading is expected to consist primarily of excavation and fill placement to prepare the access roads subgrade, create building pads and backfill utility trenches and possibly retaining walls. Onsite natural soils. (excluding topsoils) are considered suitable for structural fill provided that the moisture content can be adequately controlled. In our experience, soils derived from glacial till are quite moisture sensitive and will be very difficult to compact under high moisture conditions. Excavated soils in the expected ground water area (Road B, lots 2-6, 11-18 and adjoining portions of Road A and Jericho Avenue NE) will likely be too wet for proper compaction (depending on the season) and may need to be hauled off site or dried out before using in fill areas. Where subgrade preparation is required in the wet areas, the existing wet soils should be excavated to suitable soils and replaced with imported clean sand/gravel fill that can be compacted under wet conditions. Excavation dewatering may also be required for proper fill placement. Onsite silty sand soils are not considered suitable for retaining wall drainage zone backfill because they will not be adequately free-draining. Retaining wall drainage zone backfill will require imported clean sand/gravel soils. Recommendations for site preparation, temporary excavations, structural fill, and street subgrade preparation are presented below. Site Preparation: Existing fill, vegetation, debris, and soft or loose soils should be stripped from the areas that are to be graded. During rough grading, excess soils may be stockpiled for later use. Soils containing more. than 1% by weight of organics may be used in planter areas, but should not be used for fill beneath building or pavement areas. Stumps, debris and trash, plus rocks and rubble over 6 inches in size, should be removed from the grading areas. Subsoil conditions on the site may vary from those encountered in the test pits. Therefore, the soils engineer should observe the prepared areas prior to placement of any new fills. Temporary Excavations: Sloped temporary construction excavations may be used where planned excavation limits will not undermine structures or interfere with other construction. Where there is not enough room for sloped excavations, shoring should Project No. 00-119-01 Page 6 McTighe Family Partners, LLC May 30, 2000 be provided. Contractors should note that excavation of the un-weathered glacial till may be very difficult with conventional backhoe equipment. Based on the subsurface conditions encountered in our test pits, it is our opinion that sloped temporary excavations may be made vertically to depths less than 4 feet in areas without ground water. Excavations in ground water areas should be made at slope gradients no steeper than 1.5: 1 (horizontal:vertical) within saturated loose to medium dense soils and 3/4 : 1 (horizontal:vertical) in the dense/very dense soils, however it should be noted that the contractor is responsible for safety and maintenance of construction slopes. Sandy soils exposed in cut slopes should be kept moist, but not saturated, to retard ravelling and sloughing. Surface drainage should be directed away from the top edge of cut slopes. Surcharge loads should not be allowed within 5. feet of the top of cut slopes or within a 1:1 (horizontal : vertical) plane extending up from the toe of excavation, whichever is greater. Structural Fill: Excavated onsite silty sand soils are considered suitable for general structural fill but not adequately free-draining for use as retaining wall drainage zone material. The onsite soils are expected to be moisture sensitive and very difficult to compact unless soil moisture can be maintained near optimum. Imported granular fill soils may be required in wet weather conditions or in the wet site areas where moisture conditions cannot be adequately controlled for proper compaction. Existing fill, organics and any loose natural soils and debris should be removed from structural fill areas in accordance with the "site preparation" recommendations prior to placing structural fill or backfill. General structural fill should be placed in horizontal layers not exceeding'8 inches in loose thickness and compacted to at least 90% of the maximum dry density as determined by the ASTM D1157-91 test method. Imported material for fill should be clean, well-graded sand and gravel materials free of organic debris and deleterious material with less than 15 percent fines based on the sand fraction. Fill Slopes: All permanent fill slopes should be constructed of properly placed and compacted structural fill with gradients no steeper than 2:1 (h:v). All existing fill, vegetation, debris, and loose/medium dense soils should be removed from proposed fill slope areas prior to fill placement (see "Site Preparation"). Where underlying natural slope gradients are 20% or more, fill slopes should be keyed and benched into undisturbed dense natural soils. Key width should be at least 1/3 the slope height. Key depth should penetrate at least 2 feet into undisturbed dense natural soils. All fill should be placed and compacted in accordance with the recommendations for "Structural Fill". Project No. 00-119-01 Page 7 McTighe Family Partners, LLC May 30, 2000 Cut Slopes: All permanent cut slopes should be made no steeper than 2:1 (h:v) in loose/medium dense soils and no steeper than 1.5:1 (h:v) in dense natural soils. Existing trees located within 5 feet of the top of the cut slope should be felled. Utility Trenches: Buried utility conduits should be bedded and backfilled around the conduit in accordance with the project specifications. Where conduit crosses pavement subgrade areas the backfill above the pipe should be placed and compacted in accordance with the recommendations for structural fill. Street Subgrade Preparation The street pavement section (base course and A.C. paving) should be supported on a subgrade compacted to at least 95 percent of the ASTM D1557 maximum dry density. Subgrade preparation should include stripping of existing fill, vegetation and soft loose topsoils and weathered soils in accordance with the "Site Preparation" recommendations. Stripping depth required in areas with no existing fill is expected to be about 2 to 3+ feet. Where cut grading exposes medium dense to dense natural soils, the natural soil surface should be compacted in place to at least 95 percent of the ASTM D1557 maximum dry density. In all other areas structural fill should be placed as required over medium dense natural soils to final street subgrade providing a • minimum of 12 inches of compacted subgrade. Residential Spread Footing Foundations Conventional spread footings founded on undisturbed dense to very dense natural soils should provide good support for residential structures within the proposed plat. All footings should be founded at least 18 inches below the lowest adjacent final grade. and should be deepened as required to penetrate existing fill and loose/medium dense natural soils to bear on dense natural soils. Suitable dense to very dense bearing soils were encountered at depths of about 3 to 4 feet below the natural surface at our test pit locations. Square footings should be at least 24 inches wide and continuous wall footings should be at least 16 inches wide for two story structures. Continuous footings for garages or other light structures with loads less than 1 kip/ft may be reduced to a minimum width of 12 inches. Footings may be designed based on an allowable bearing pressure of 2000 psf. Where fill soils are encountered, footings should be deepened as required to penetrate the fill and bear on the undisturbed dense natural soils. To provide a level bearing surface, footings should be stepped in areas where the bearing surface slopes. Project No. 00-119-01 Page 8 McTighe Family Partners, LLC May 30, 2000 Settlement of spread footing foundations is expected to be within tolerable limits for wood-frame structures. For example, the estimated settlement of continuous wall footings carrying loads up to 2 klf are expected to be on the order of 1/2 inch or less for a properly constructed foundation. Settlements are expected to occur primarily during construction. For lateral design, resistance to lateral loads can be assumed to be provided by friction acting at the base of foundations and by passive earth pressure. A coefficient of friction of 0.4 may be assumed with the dead load forces in contact with onsite soils or structural fill. An allowable static passive earth pressure of 250 psf per foot of depth may be used for the sides of footings poured against undisturbed• natural soils or properly compacted structural fill. The bearing values indicated above are for the total dead load plus frequently applied live loads. If normal code requirements are applied for design, the vertical bearing values may be increased by 50% for short durations of loading which will include the effects of wind or seismic forces. Allowable lateral passive pressures may be increased by 33% for wind and seismic forces. Retaining Walls Cantilevered retaining walls as referred to in this report are walls which yield or move outward during and after backfilling. Actual wall movements will depend on the wall design and method of backfilling and can range from 0.1% to 0.3% of the wall height. Design pressures for cantilevered walls given below assume that the top of the wall will deflect at least 0.2% of the wall height. Static design of permanent cantilevered retaining walls which support a horizontal surface of properly compacted clean free-draining granular material may be based on an equivalent fluid density of 35 pcf. This pressure assumes that there is no water pressure behind the wall. A uniform lateral pressure due to backfill surcharge should be computed using a coefficient of 0.25 times the uniform vertical surcharge load. Static design of walls structurally braced against movement should be based on an equivalent fluid density of 60 pcf. This pressure assumes that the wall supports a horizontal backfill of properly compacted free-draining granular material and that there is no water pressure behind the wall. Uniform lateral pressure due to a uniform vertical surcharge behind a braced wall should be computed using a coefficient of 0.45 times the uniform vertical surcharge load. Seismic design of retaining walls should include a dynamic soil loading based on a 0.24g 475-year UBC recurrence ground motion level. Dynamic,soil pressure should be assumed to have an inverted triangular distribution. The dynamic soil pressure at the top of the wall should be at least 20H (psf) where H is the height of the wall above the Project No. 00�119-01 Page 9 McTighe Family Partners, LLC May 30, 2000 footing base. The dynamic soil pressure'should diminish linearly to zero at the base of the wall. Combined static plus dynamic soil pressure should be used for seismic design of the walls. Care should be exercised in compacting backfill against retaining walls. Heavy equipment should not approach retaining walls close enough to intrude within a 1:1 line drawn upward from the bottom of the wall. Backfill close to walls should be placed and compacted with hand-operated equipment. Recommendations for placement and compaction of structural fill are presented under "Site Grading". Design wall pressures given above assume no water pressure behind the walls. We recommend that a drainage zone extending the full height of the wall be provided behind all retaining walls and a adequate drain system be provided at the base of all retaining walls. As a minimum, the drainage zone should be at least 2 feet wide or 1/2 the wall height, whichever is less. Backfill within the drainage zone should be a clean sand/gravel mixture with less than 5 percent fines based on the sand fraction. A membrane of Mirafi 140 filter fabric or equivalent should be provided between the drainage zone material and onsite silty soil backfill. Wall drains should consist of a four-inch diameter perforated PVC drain pipe placed in at least one cubic foot of clean, drain gravel per lineal foot along the base of the wall. Drain gravel should be washed material with particle sizes in the range of 3/4 to 1-1/2 inches. The drainage zone backfill should be capped with paving or 12 inches of silty soils to reduce surface water infiltration. Conventional spread footing foundations founded on undisturbed dense to very dense natural soils may be used for support of retaining walls. Design of wall foundations should be in accordance with the recommendations presented in this report. Rockery Construction Rockeries should be considered primarily as facing for stable cut slopes in competent natural soils that will require periodic inspection and repair. They should be located so that they can be reached by a contractor if repairs are necessary. The rockery keyway should be excavated to expose dense/hard natural soils. The competency of the foundation subgrade and stability of the exposed slope face should be verified by the geotechnical engineer prior to placing rock. Rocks placed in the lower half of an 8 foot rockery should be 3000 to 4000 lb. rock, or larger. Rocks placed above this level may gradually decrease in size with increasing height but should be no smaller than 750 lbs. The long dimension of the rocks should be oriented into the slope for maximum stability. Project No. 00-119-01 Page 10 • McTighe Family Partners, LLC May 30, 2000 Where rockeries support fill soils, we recommend that the minimum rock dimension (into the face) be at least 2 feet or 1/2 the rockery height above the level of the base of that rock whichever is larger. This would require 2 to 3 foot long (2000 to 4000 lb.) rock at the base for support of a 4 to 5 foot fill height. We recommend that rockeries not be used for support of fill greater than 5 feet. Rocks should be placed to avoid continuous joint planes in the vertical or lateral directions. Each rock should bear on two or more rocks below it, with good flat-to-flat contact. The rockery face should be battered into the slope at a gradient of 1 h:5v or flatter. A minimum 18-inch wide layer of well graded gravel drain material should be provided for the full height behind the rockery with a 4" minimum perforated drain pipe at the base. Drain pipes should consist of 4-inch minimum diameter, perforated or slotted rigid plastic PVC pipe laid with a positive gradient to a controlled, non-erosive discharge into the storm drain system. Drain pipes should be placed below the lowest rock and should be bedded on and surrounded by the gravel drain material. Special care should be exercised in compacting fill behind rockeries. Heavy equipment should be kept beyond a 1.5:1 (h:v) line drawn upward from the bottom of the rockery. Backfill close to rockeries should be placed and. compacted with hand-operated equipment as the rockery is constructed. Recommendations for placement and compaction of structural fill are presented under "Structural Fill" . Drainage Control Adequate positive drainage should be provided on all of the proposed lots and on the site in general to prevent water from ponding and to reduce percolation of water into subsoils. Granular backfill should be capped with paving or 6 inches of onsite silty soils. A desirable slope for surface drainage is 2% in landscaped areas and 1% in paved areas. Roof drains should be tightlined into the storm drain system or other appropriate discharge point (no discharge on the ground surface). Permanent perimeter drains, independent of the roof drain systems, should be placed adjacent to the base of the continuous exterior foundations. Perimeter drains should consist of a four-inch diameter perforated PVC drain pipe placed in at least one cubic foot of a well graded sand and gravel filter material per lineal foot along the base of the foundations. At least one interior drain should be provided in the subfloor areas connecting to the perimeter drain on the downslope side at the lowest point. Project No. 00-119-01 Page 11 McTighe Family Partners, LLC May 30, 2000 Erosion Control Onsite materials in general are expected to be erodible when exposed to direct water flows. Siltation fences or other detention devices should be provided around soil stockpiles and exposed soil areas during construction to control the transport of eroded material. Exposed final graded soil areas should be planted immediately with grass and deep rooted plants to help reduce erosion potential. Plan Review This report has been prepared to aid in the evaluation of this site and to assist the civil engineers in the design and construction of the project. It is recommended that this office be provided the opportunity to review the final design drawings and specifications to determine if the recommendations of this report have been properly implemented and to make any supplemental design recommendations which may be required. Observations and Testing During Construction Recommendations given in this report are based on the assumption that all development construction will be performed under engineering observations and testing. All structural fill and backfill areas should be observed by a representative of this office after stripping and prior to placing fill. Proper fill placement and compaction should be verified with field and laboratory density testing by a qualified testing laboratory. All footing excavations should be observed prior to placement of steel and concrete to see that footings are founded on satisfactory bearing materials and that excavations are free of loose and disturbed materials. Project No. 00-119-01 Page 12 McTighe Family Partners, LLC May 30, 2000 CLOSURE This report was prepared for specific application to the subject site and for the exclusive use of the McTighe Family Partners, LLC and their representatives. Our work was performed directly by or under the supervision of the undersigned. The findings and conclusions of this report were prepared with the skill and care ordinarily exercised by local members of the geotechnical profession practicing under similar conditions in the same locality. We make no other warranty, either express or implied. Variations may exist in site conditions between those described in this report and actual conditions encountered during construction. Unanticipated subsurface conditions commonly occur and cannot be prevented by merely making explorations and performing reconnaissance. Such unexpected conditions frequently require additional expenditures to achieve a properly constructed project. If conditions encountered during construction appear to be different from those indicated in this report, our office should be notified. Respectfully submitted, GEOSPECTRUM CONSULTANTS, INC. 0;1111(Aa /A-el Dgr: James A. Doolittle _ 'T. Principal Engineer • Encl: Figures 1 and 2 = , .23623 Appendix A ' Fcrsr> ti°s :i�11, Dist: 1/Addressee 3/Baima & Holmberg, Inc. [EXPIRES 3/19/.CI _ Project No. 00-119-01 Page 13 • 1p' 122°07'3C 47 1�, •�i I. r . , ' ::-Fil •'• Qf lit\ . . .\ . .'.:::. ', ... ); • il ,--. ' ) • • `` I r c ' ' ly' 11 i ,sue;; • .,__ �r.. 1 , o,. ''..S. •1 9 Eini 11 h \,...:' 515 N11 ' I'' , \ \.-:--.1 • Y s 1.T1 • 1. • \.f • Y i t • t 1 �:.tiR .`.�;!•: \_ 1 4 1 1'�\ •II' II r. 1 �y�� ;.-���:i.� 'YJ r '\ I' li, II�, '31.11,i1 g I1j1 ' tl-- "•i .-- ' .1 u •` 1• ii• •• I�' 392 '112�: •�' •i • �•5111 _•r .. 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Mullineaux, USGS Map GQ-405, 1965 Scale: 1"= 2000' SITE VICINITY GEOLOGIC MAP Proposed 4.77 Court Development GEOSPECTRUM CONSULTANTS, INC. 5200 Block, NE 4th Street Renton Washing Washington. / ootochnlcc,/Eng/noor/ng and Eorth Sclonac,s Proj. No.00-119 Date 5/00 Figure 1 • .. . W0-1 • 0+45.44 4'HIGH YORE 6. CYCLONE w0-10 ,_.,._7,4,-, -- -- — — -,, ,. 0 , , ,••••• / „, ..,-. ,.....r j , ; I • "'".0 A 9- C '' .'' '' ,' , -' , , , 1 TP- 01,,,,,,I ---..,.:,..:._ . i' ' f 5 ..• ob ,,- ,,' ,1 : „,./ i ,, ", • ,„ . I , .,' ,' // i i I/, TRACT\A - • e. ' 7-'3° ' / / '' iltaiR S.5'51061ALs PI4 . ,, ; , ; 1-,,,t„ ,• SENSITIVE s, ; ,, : AREA TRACT,: 1: „ !..,,3 ! :s : ,,' i I I , .," c % 41 EASEMENA 1 '' --.. ,, -H .- - 16.5.11 1; 2,, I ' .„ J 'Ir, ‘,.....1 'CI 0 I i (CI CO ..". „• W i •. (3• ..., • , .. \ ,_________.... „ , .. , a`, .......k5... " It .' 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INN4 428.53 INV4429.05 . 0 8 ,12.00' N.E. 4TH ST ,.-0- _ .-,•• 2642.62' Nao-ve9--w(MEAS.) -- ...,, _ _ . 2642.56 N8:3'21'09"w(mEAS.) +— SITE EXPLORATION PLAN • Proposed 4.77 Court Development GEOSPECTRUM CONSULTANTS, INC. 5200 Block, NE 4th Street 5a...* •."VgiVii,..0,y, Renton, Washington m,.*:.:mmimmmiwAiMMCWANgisga .....,."Ak.ia%1 GE,c,te3chnIcal EnolnaGwIng cal-3cl Earth Sclanceas Proj. No.00-119 Date 5./00 Figure 2 . _ • APPENDIX A FIELD EXPLORATION Our field exploration included a site reconnaissance and subsurface exploration program. During the site reconnaissance, the surface site conditions were noted, and the locations of the test pits were approximately determined. The test pits were approximately located using existing features as a guide. Elevations at the test pits locations were estimated from the site plan prepared by Baima & Holmberg dated 4/18/00 combined with our own site measurements. Test pits were advanced using a tractor-mounted backhoe. Soils were continuously logged and classified in the field by visual examination, in accordance with the ASTM Soil Classification system. Logs of the test pits are presented on the test pit summary sheets A-1 through A- 4. The test pit summaries include descriptions of the soils and pertinent field data. Soil consistency and moisture conditions indicated on the logs are interpretations based on the conditions observed in the field. Boundaries between soil strata indicated on the logs are approximate and actual transitions between strata may be gradual. TEST PIT NO. 'I Logged by JAD Date: 5/15/00 Elevation: 441' Depth Blows Class. Soil Description Consistency Moisture Color W(%) Comments 0 SM Silty fine Sand to w loose moist ggl(vra 1 — brown to 2— red-bm medium &gravel to 3" gran 3— - dense to 9.4 4— Use 5 6 Maximum depth 4.5 feet. 7— No ground water encountered. TEST PIT NO. 2 Logged by JAD Date: 5/15/00 Elevation: 431' Depth Blows Class. Soil Description Consistency Moisture Color W(%) Comments 0— SM . Silty fine Sand loose moist dk brn brQwn to 10.0 2 gran 3 — trroVri 4— dense medium 14.4 dense to gray 5 v.dense Maximum depth 5 ft. 6— No ground water encountered. 7_ GEOSPECTRUM CONSULTANTS, INC. Proposed 4.77 Court Development ;4-1411:11teXt:$1 5200 Block, NE 4th Street Geotechnical Engineering and Earth Sciences Renton, Washington Proj. No.00-119 Date 05/00 Figure A-1 a E TEST PIT NO. 3 Logged by JAD Date: 5/15/00 Elevation: 446' Depth Blows Class. Soil Description Consistency Moisture Color W(%) Comments 0 SM Silty fine Sand w/occ gravel to 3" loose moist clark town 1 — & roots, hair to$/.' loose to brown to 14.5 2— to very red-bm dmedium ense moist • 3— • dense Ittovm 15.1 4 • dennse Drown 5— . 6— - Maximum depth 4 feet. 7— No ground water encountered. TEST PIT NO. 4 Logged by JAD . Date: 5/15/00 Elevation: 444' Depth Blows Class. Soil Description Consistency Moisture Color W(%) Comments _ SM Silty fine Sand w/occ gravel loose moist dk bm _ & roots to %" br n to 1 — molryst rem boulder 34.2 2_ to Rent"densediu wet • seepage _ gr y 3 dense to rrfrai-hm de se moist gray 4 ytiar� 13.5 5 — Maximum depth 4 ft. 6— Seepage at about 2.5 to 3 feet. 7_ GEOSPECTRUM CONSULTANTS, INC. Proposed 4.77 Court Development : 1131..... NAMPj , . t�l;, 5200 Block, NE 4th Street Geotechnical Engineering and Earth Sciences Renton, Washington Proj. No.00-119 Date 05/00 Figure A-2 TEST PIT NO. 5 Logged by JAD Date: 5/15/00 Elevation: 448' Depth Blows Class. Soil Description Consistency Moisture Color W(%) Comments 0 SM Silty fine Sand w/occ gravel to 3" loose moist brown 1 — & roots, hair to 1/2" to • Drown 10.5 2— medium dense 9aridbm 3— dense rec-bm Y dense/" gray — apparent cementation hard 8.1 4 5- 6 Maximum depth 4 feet. 7— No ground water encountered. TEST PIT NO. 6 Logged by JAD Date: 5/15/00 Elevation: 444' Depth Blows Class. Soil Description Consistency Moisture Color , W(%) Comments 0 SM Sod and topsoil loose moist dk brn FILL 1 — Silty Sa&occtlir bs to 6" ve — moiist 2— Silty fine Sand wit pra s ih,,to 2" to brown — wet gray- 20.5 3_ brown deensedium 4— dense seepage —' hard moist 13.5 5 Maximum depth 5 ft. 6— Seepage at about 4 feet. 7_ GEOSPECTRUM CONSULTANTS, INC. Proposed 4.77 Court Development 201 -,.k 5200 Block, NE 4th Street Geotechnical Engineering and Earth Sciences Renton, Washington Proj. No.00-119 Date 05/00 Figure A-3 p. TEST PIT NO. 7 Logged by JAD Date: 5/15/00 Elevation: 442' Depth Blows Class. Soil Description Consistency Moisture Color W(%) Comments D SM Silty fine Sand with gravel loose • moist• gray- FILL c�roKn 1 Silty fine Sand w/occ gravel to 3" to blacrk with abundani roots brown 2 verly brown`p most 3— Rent.] to It. bm 13.8 to se .wet to seepage 4— ...y 3 nse/.. ...moist Drown apparent cementation hard 5— 6— -' Maximum depth 4.5 feet. 7— Seepage at about 3 to 4 feet. • TEST PIT NO. 8 Logged by JAD Date: 5/15/00 Elevation: 445' Depth Blows Class. Soil Description Consistency Moisture Color W(%) Comments g SM Silty Sand with gravel loose moist brown 1 _ & occ fine roots 1D owdn Drown 12.7 • 2 loose light to brown 3_ deensedium — 4— m.dense- gray- 13.1 brown 5 v. dense Maximum depth 5 ft. 6— •No ground water encountered. 7— GEOSPECTRUM CONSULTANTS, INC. Proposed 4.77 Court Development fi:: iz; t.a r, 5200 Block, NE 4th Street Geotechnical Engineering and Earth Sciences Renton, Washington Proj. No.00-119 Date 05/00 Figure A-4 00— 14 10 Christopher Brown Amociate8 9688 Rainier Ave. S. (Seattle, WA 98118-5981 (206) 722-1910 Fax (206) 722-1909 UL L L. The Jericho Avenue Development "4.77 Court" a TRAFFIC STUDY for a 26 Unit Single -Family Residential Development in the CITY OF RENTON King County , 44, 000 4 : 4 June 14, 2000 ' ;11,A, ies • Traffic Engineers a Transportation Planners Y "4.77 Court" TRAFFIC STUDY Table of Contents Purpose 1 . . Location 3 . Scope • 3 . Adjacent Land Uses 3 . Street System 5 . Transit 5 . Project Phasing 5 . Traffic Characteristics 5 . Trip Generation 6. Horizon Year Traffic 8. Assignment 8. Year 2002 Traffic 10 . Capacity Analysis 10 . Commentary 13 . Adverse Consequences 13 . NE 4th/Jericho Avenue Signal 14 . Conclusions 14. List of Figures Figure 1 Vicinity Map 2 . Figure 2 Site Plan for "4. 77 Court" 4. Figure 3 Current Traffic Volumes 7 . Figure 4 2002 Volumes without Project 9 . Figure 5 Traffic Assignment 11 . Figure 6 2002 Volumes with Project 12 . List of Tables Table I Trip Generation 8. Table II Levels of Service 10 . Appendix Peak Hour Traffic - Field Data ITE LUC 210 data Sheets Level of Service Computer In/Out Data Christopher brown f2S Associates 9688 Rainier Ave. S. Seattle, WA 98118-5981 (206) 722-1910 1 ax (206) 722-1909 The Jericho Avenue Development - "4.77 Court" a TRAFFIC STUDY for a 26 Unit Single Family Residential Development in the CITY OF RENTON King County Purpose Briefly, the purpose of this study is to obtain current traffic volume data on the adjacent arterial street system within the City of Renton serving the proposed 26-lot single family residential development and to derive a forecast for future (year 2002) traffic conditions so that an assessment of potential traffic impacts can be made. For reference, the location of the site is shown on Figure 1 , the Vicinity Map. The study includes the gathering of local arterial street and intersection traffic data on the network that is expected to be impacted by site generated p.m. peak hour traffic. The analysis covers the p.m. peak hour traffic operation since that contains the highest hourly traffic volumes of the average day. It continues with an estimate of the trip distribution and traffic assignment done in accordance with recommended practices based on sample traffic data from the nearby adjacent intersection lying at the plat entrance on NE 4th Street/SE 128th Street. It may be noted that the highway and arterial street traffic volume data over the p.m. peak hour is the typical design hour for traffic impact assessments. In addition, the study identifies the appropriate growth factor for including background traffic growth up to the project year of full occupancy, the year 2002, in accordance with the recommended practice of the Institute of Transportation Engineers, Traffic Access and Impact Studies for Site Development, Transportation Engineering, August, 1988. The study also assigns future site generated traffic to the (-1!) Christopher Brown Cn Associates 1 9688 Rainier Ave. 8. -1 - Seattle, WA 98118 5981 (206) 722-1910 Fax (206) 722-1909 • or • w , : = z � _ 1 SE 1241N SI SE 124TH N111..—6H ,_ __ 1 SE I[_IH ?7 tj w w SF/zo. • ` Q ac w a E 5TH St z' Q s Q < SE 126IH , ¢ > . W STa = 01D O = 1 N �• ul 4TH V ST ,p�, 128TH ST '� SE 128TH 4300 . • 14000 --`. 14800 15600 • s' y 129TH W Pl. to NE 3RD CT m --fs-r — �...� , SE 1315 ""'', `' ,i 1 SE 132ND• ST > v�'2NE0 CIs. T4' a—�32ND --- ST-'- -- -- w rp PL F se S N• SE 133RD CT 1 a 1 15 •��,w� sl a — �sT— p� ti .,�gW � • ;lin: r ,b'„ SE-. a Sc. 135T�r 1-- h a' an E 1ST PL I 1351H 6 S;ihr 14 { `' -ST ST 1 i SE __ _ 36TH 1 136TH ST SE 2ND PLi. SE T-- 1— (-- f 15400 : SF' .--Cp 11100 o�c,n1 ..bl+l, w V I NI �� :t• -" • I SF__ —13ZI1�P1- 84 r's Ni* �SZ A - - SE'13HTH SE. -1.„... 1=W. .:^ kg +— - SE 138TH Pi. SEle. ,... . ""_ IEr PI SE 138TH h a' — SE 4SN pQcj r. N ser1�P1▪ ��" �v`% Sr 139T1i = I E 1 �SE 16 J i� 4!9I,, -' -tA 40�r 4 PL P i 8 E 139TH PL ' SE IAGIII SI < SE �' S[It01t1 I o I SE, 141ST • �� i tY - 141Sj n wr ▪ IAOIN Fl d h H it .f ti '� ...'. . ( E., SE 14151 .i ', ;� _ S� 'I,� • $F SE ►azHO sr n ! �� SE142ND'� , � !..i 142NU ST /• '` _ �:-.4. _ - SE 142ND ST '�b5' t ST i r,t'571,34 4 % r cat 1.'J �y SE f Pl hG- _ r ;a F= (` a S • r • ,a ''� p� S5�, .� " '' �;' l'n E 4 u,� ._- �sE /,w Pi. St S Q\.- SE 143 (; ST L. f , 1 !'4" l l l�';`:f+.1r :`cn) 1.4.1II'7F 5� F1 - i.- 14 ��l :(•!'`Y:K:�, - - — -.,'— ;L.. � - :E 145r I — SE II/iH SE 16000i •.t. ' 'GOLF . .. -, ,_.-t:. . . , ids4, �• ., ' ,'.'' .. .1411.Y'°- t. ,f^ ko , r..i SE �SC:�•.I J°•iia t,y� 1 Q 1� S 11 5 T?‘-t-ii k: Q� ';% s!,, '�'.:..•.�K'C ?f`'.•'S ...,.R. hf"•a Li.) E 1 8TH ,, \i , S ;V;r U r x• 1;",,• , Es Sf i tr v T,T t.Y i e.':t�S' S.,`. .::.'f�_5;l,_. CEDAR , N�• /�`Z` 1 SE 1461H Pl 1'�. �'. # d RIyfR'w': ti a V::, l•;q,- "r• r :;4 f £NTON 1:, j to jk�N S7•l J0N ][ N ,u a sly f-r Q �" SE 152r0 = ► +s'•; � L€V- ;ram n. O G • r � IMF y ; •' RD I ../.. { • ,,- .�. •,ya 1 f l� R S A—Sr ' .. FIGURE 1 • Vicinity Map Christopher Brown C?S Associates —2— b' 9688 Rainier Ave. S. Seattle, WA 98118-5981 (206) 722-1910 Fax (206) 722-1909 street network and continues with an analysis of current levels of service (LOS) on the arterial system and then completes the study by identifying the future levels of service (LOS) given the completion of the full development. The horizon year traffic volumes are used to assess the project impacts. • Location More particularly, the location of the proposed Jericho Avenue Development is on the north side of NE 4th Street/SE 128th Street opposite 14th Avenue SE in the recently annexed eastern sector of the City of Renton. The location of the site, as noted earlier, is shown on Figure 1 , the Vicinity Map. Scope For the purpose of this study, the scope of work considers a unified, aggregated 26 unit single family residential development on a parcel of land that lies close to existing but presently somewhat sparsely developed single family properties. ' The site layout is shown on Figure 2 . In this study the key intersections expected to be 'impacted by the site' s generated traffic, along NE 4th Street/SE 128th Street S.E. include 142nd Avenue SE lying to the west of the • site and 138th Avenue SE/Duvall Avenue NE further west at the site of the neighboring shopping center, the Highlands Market Plaza. Adjacent Land Uses The adjacent, developed land uses in the immediate vicinity of the site are all single family with significant parcels being only lightly developed at the moment if not in the process of development such as "Windsong" and "Windwood"under construction by Centex Homes and "Maplewood Estates" by the firm of Burnstead Construction. Consequently, the proposed site land use conforms with the neighborhood. , In a traffic planning sense it is not a conflicting land use insofar as the immediate neighborhood is concerned. In essence, as a typical single family residential Christopher brown Cf Associates 9688 Rainier Ave. S. _3_ Seattle, WA 98118-5981 (206) 722-1910 Fax (206) 722-1909 W °O-'0+45,44 . Np1 ru6' CYCLON fl([4+1 .24 a0-1•• rFaC +00 til 4• 5 . - 1 — -- 7 —,` , .:- , TRACT A o 1 gI " awn smarm 3.1=5,01 Lee3 : I i J•:' ' ARlA TRACT $49-•3 ' .N 9652'56R • • 113LS1ib' 1.4' _14 I MS 5p I I I n� �„� oI 4 tI 'Citym r 8 ni �'l _ `� 'D ,�N c �",Y >fd11t ç Pf�,28'� "4L-23,80' P.• • a_ 93.3251.56'_,13 00-• .— ._. 6718 p W L=40.49' M. 0+00 — — 7.50\ 2'S6" W 2 00 N ,,'52.56" W'.°• I ;.,1 1.00' 5+15.21 ea4.09' t1 ��' �`► 'J.94 • 6 - m L-20.57' .-45 :2,.. 5 73' • 895 56' W 63,82' 73.� L=27.16 ii:: 1�T. )00 56 rEl 15 Rr2416o) g 4 o I k$ 14 41,46' 3 �I hii 1v� g I= N 79.00' Ir vi N 8821'10' w6 * I N111'52'56' W ai N dA ''sf!' w iv • 90.00' z �88.71' 77.02`8•n' �q q� N 8821' W �� � — — 1-- — .pylo so.o eo. 3P'2, 13 4 X oI ui N ___•_... — • = .1.. W N 8832'58" W N 8852'56' W N II 501i,. 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R=57.527 rip VI --• — + j o ❑• 12. =28:11 7+ 1 NL'S8' W $i al ' pp R+5.. ..ltb, i N • I'M" W • c.3'(�c.R= ■ �.r u�o. ��`a- L 3 I �• Cr7 ` '8,30' .A ti7 I i m w N• w • Vi �2• m • �• : 52 •'i s8 24 CI. �' 211 NI • ▪. t .. 1 , • ' Y6' r irr;•;� 64•-^ P..----`E---- - car.. 1r•,se• -------- •.----- N14.420.1.3 wrv-429,05 4.. 1 ` .._ _ 2642.56' NNSS21•oy:W(ME.AS.)•-r . —'.•"' • •.. *f- •.,.'''''.....-•'---.r_s.� FIGURE 2 Christopher Brown es Associates Site Plan for "4 . 77 Court" ) 9688 rainier Ave. (S. \----._ �J (Seattle, WA 98118-5981 —4— (206) 722-1910 Fax (206) 722-191 Q development it will be in harmony with the neighborhood as it is now planned and developing. To the south of the site, across NE 4th Street, is the Hop In Grocery & Deli while a few blocks to the west the nearest main commercial activities are at 138th Avenue SE/Duvall Avenue NE. This is a major neighborhood shopping center that will serve the future residents of "4.77 Court" . Street System The adjacent arterial street serving the site, NE 4th Street/SE 128th Street, is a five lane facility with a posted speed limit of 35 mph. Curbs, gutters and sidewalks have been recently built along its north side in the vicinity of 142nd Avenue SE. The traffic signal system includes a 2-phase signal at the ' tee' intersection of 144th Avenue SE and a multi-phased signal at Duvall Avenue NE. The later signal has concurrent timing on the north and south phases. Street grades, lane geometrics and pedestrian, bus and truck data are noted in the appended level of service (LOS) computations. Transit Metro (Sound) Transit has Route Number 111 at the site on NE 4th Street and 144th Avenue SE with peak time half hour headways. • Project Phasing The project will not be phased over a long period of time but is to be a single and continuous effort. The anticipated date of full occupancy for traffic planning purposes is taken at the year 2002. Traffic Characteristics Current (mid-June, 2000) peak hour traffic' volume data was Christopher brown CS Associates 9688 Rainier Ave. S. -5- Seattle, WA 98118-5981 (206) 722-1910 Fax (206)722-1909 ' obtained in the field over the mid-week afternoon peak hour period. Being collected in the late spring season when both school system and normal employment patterns exist, it can be considered a normal typical p.m. peak hour sample. Fortunately, no heavy rains or other adverse conditions effected the traffic movements or otherwise skewed the traffic data although 142nd Avenue SE was under construction (widening and paving) and traffic was controlled by flaggers. Since the p.m. peak hour contains both employment related trips as well as shopping and some social-recreation travel, it is the largest peak and is used as the "design hour" of the project. Current p.m. peak hour data is shown on Figure 3, Current Traffic Volumes. On this figure, the average weekday traffic volume (A.W.D.T. ) data was obtained from King County records. . Traffic observations did not indicate significant truck, bus or pedestrian traffic along NE 4th Street/SE 128th Street. That data is also noted in the appendix with truck data segregated by axle count and bus data noted as either Metro or School Bus. In addition, bus and truck frequencies are noted in the Appendix as a part of the computer data along with road grades, number and width of traffic lanes, geometric data and traffic control devices as described earlier. Figure 3 and subsequent traffic volume figures are schematic and do not show any scale other than that associated with the respective traffic volumes. Trip Generation Trip generation for the plat is based on the Institute of Transportation Engineer' s (ITE) Land Use Code 210 for single family dwellings. The expected trip production is noted in Table I, on page 8, and is based on the published average rates for the 26 new single family homes. Note that the average trip rates are used since the scale of the project is relatively small in the context of the range of published trip generation data. The ITE trip data is also contained in the appendix for reference. 0:4 Christopher Brown Cn Associates-6_ 9688 Rainier Ave. S. Seattle, WA 98118-5981 (206) 722-1910 Fax (206) T22-1909 / C - : O CS . N IGN Jericho Avenue NEco k 'O 144th Avenue SE — 4.1 a) N � M Ci: � N 4 +i co N LEGEND H W U) P.M. Peak Hour rs Traffic Volume o--.. (i71), Average Weekday 142nd Avenue SE Traffic Volume 0 N - rk a) a) 4i U) 4 d' W z o os- 1/401 o� 138th Avenue SE -- Duvall Avenue NE N M ,-„, v-,, FIGURE 3 Current Traffic Volumes Christopher Brown to Associates �1 0-7— ( 0 688 Rainier Ave. (S. (Seattle, WA 98118-5981 (206) 722-1910 fax (206) 722-1910 • TABLE I Trip Generation Time Period Traffic Volumes A.W.D.T. 249 Trips A.M. inbound 5 v.p.h. A.M. outbound 15 v.p.h. P.M. inbound 17 v.p.h. P.M. outbound 9 v.p.h. Horizon Year Traffic v¢ As noted earlier, the horizon year for this project is the year 2002 . From the 1988-98 five year interval published by King County at count station Number 3042, located at SE 128th Street/ 14th Avenue SE the annual compound rate of growth in traffic was found to be 2 . 2 percent per year on the mainline. If the south leg was included the rate would drop to 0. 13 percent per year. Curiously, on the west leg of this intersection the 1989 volume of 25, 212 is larger than the most recent 1998 volume of 24, 150 . Similarly, the south leg went from 7, 181 in 1989 to a lower volume (6, 930) in 1998 thus also showing a decline in traffic from ten years ago. Given this anomaly, the five year interval was used and, as described above, omitted the south leg so that the worst case growth scenario would result. While the 2 . 2 percent per year rate of growth is smaller than typically found in Renton and other south county cities it is used for the worst case analysis. It is considered appropriate since it reflects the rate on the abutting arterial street. Figure 4 shows the horizon year forecast without the project. This one year forecast is based on the above rate of growth. Assignment The new traffic generated by this residential development will be distributed onto the adjacent roadway system and then onto the regional transportation system. The distribution used in Christopher brown Cn Associates 9688 Rainier Ave. S. -8- \\ Seattle, WA 98118-5981 (2O6) 722-1910 Fax (206) 222-1909 Jericho Avenue NE 144th Avenue SE a) ts o 4 4J c N LEGEND U) rei P.M. Peak Hour Traffic Volume eoj 1.1/4! 142nd Avenue SE ki-.1) Average Weekday Traffic Volume N � a) a) P 4J U) 4J W z (11(11 138th Avenue SE N Duvall Avenue NE M k.M cV FIGURE 4 2002 Volumes without Project ( Chphe Brown 4f Aggocialeg 9688rigto Rainier r Ave. (S. 9_ (Seattle, WA 98118-5981 (206) 722-1910 fax (206) 722-1910 this study to assign project generated traffic is based on the typical Analogy Method as described in Transportation and Land Development, Vergil G. Stover, 1988, published by the Institute of Transportation Engineers. Figure 5, Assignment, shows site traffic distributed onto the local arterial network. Year 2002 Traffic Figure 6, 2002 Volumes, Project Completed, is the forecast demand. As described earlier, the p.m. peak hour data is used for defining project related traffic impacts. Capacity Analysis Capacity analysis is in accordance with the recently published ( 1994) Highway Capacity Manual, Special Report 209, published by the Transportation Research Board. The analysis was performed with the computer programs SIGNAL 94 by Strong Systems and by HCS produced by McTrans, University of Florida, all being used under license to Christopher Brown, P.E. The results of the analysis are noted in Table II, below. TABLE II Levels of Service Intersection 2000 2002 2002 Without With Project Project Duvall P.-.re./NE 4th St. C C C Vehicle delay 15. 6 sec. 15 .7 sec. 15 .9 sec. SE 128th St. /142nd Ave. SE F F F Worst Case, delay 57 . 1 sec. 58.9 sec. 60 .9 sec. 144th Ave. SE/SE 128th St. B B B Minor Street, delay 7 . 6 sec. 7.7 sec. 9 .6 sec. Christopher brown 65 Associates // 9688 Rainier Ave. 8. —10- Seattle, WA 98118-5981 (206) 722-1910 Fax (206) 722-1909 Q o • Jericho Avenue NE 144th Avenue SE N 4 4J N LEGEND P.M. Peak Hour 0 Traffic Volume 142nd Avenue SE �CxY'/ Average Weekday Traffic C7-\\\ b a) a) V U z O 138th Avenue SE ,p Duvall Avenue NE \\\ • FIGURE 5 Traffic Assignment ,iii • Ch88 Rairistopherr brown 8(n Aggodiatcg 96nieve. . -11- cattle, WA 98118-5981 (206) 722-1910 Fax (206) 222-1910 • y N Jericho Avenue NE 144th Avenue SE o 4 00 CN LEGEND W M 0 P.M. . Peak Hour Traffic Volume 7.4.--/// Gaeekday142nd Avenue SE (iF,) Traffic Volume `o C�. N +1 cu .44 • ck N , N \\ *--:"! 138th Avenue SE Duvall Avenue NE Cr) tV � N FIGURE 6 2002 Volumes with Project /111!) Christopher Brown 4f Associates �\ 19688 Rainier Ave. 8. .� 12_ . (Seattle, WA 98118-5981 (206) 722-1910 Fax (206) 222-1910) The level of service along NE 4th Street/SE 128th Street is adequate by urban standards although it is noted the southbound left turn movement from the STOP sign controlled intersection of 142nd Avenue SE is in the LOS 'F' range both under today' s traffic loading and, naturally, for the horizon year as well. As a STOP controlled intersection there is no remediation possible without signalization. This is because through traffic on NE 4th Street/SE 128th Street is too high and will always preclude an easy outbound left turn movement, even with the presence of a 2-way, left turn lane. On the basis of the LOS analysis no remedial action is needed at the project site access to 144th Avenue SE nor at the main intersection with Duvall Avenue NE. Both of these intersections have substantial surplus capacity. Note that the LOS computations in the Appendix reflect the use of current roadway geometrics. Commentary The Level of Service (LOS) describes the quality of traffic flow. This ranges from the best or highest level, 'A' , usually denoted by an ability to select ones ' own speed or the ability to change lanes or overtake at will, down to the lowest of worst level 'F' . This LOS is the lowest possible level and is one where traffic is severely constrained. It is usually denoted by "jam" conditions and attendant long traffic delays. LOS ranges from 'A' to 'E' are considered acceptable by the former county standards governing this arterial; less than that was tantamount to unacceptable. Severe congestion then required some form of mitigation . Adverse Consequences With the proposed Jericho Avenue Development - "4. 77 Court" completed there will be no adversely impacted movements at the key intersection serving the site. Apart from the STOP controlled intersection a block to the west at 142nd Avenue SE, where site traffic is on the mainline, there are no adverse traffic related consequences associated with the project. Christopher brown 0. Associates 9688 Rainier Ave. S. —1 3— Seattle, WA 98118 5981 (206) 722-1910 Fax (206) 722-190 NE 4th/Jericho Avenue Signal As discussed earlier the existing traffic signal at the corner of NE 4th/SE 128th Street at Jericho Avenue NE/14th Avenue NE is operating as a 2-phase signal. It is mounted in a Type M cabinet on the southeast corner. The signal design is in a typical pole-and-mast-arm style. Also, the southwest corner has a set of pedestrian heads and push buttons mounted on a breakaway Type PS pole. From the LOS computations it is apparent that the traffic signal can continue to run in a 2-phase configuration. Consequently, internal cabinet wiring will be simplified. To implement a signal phase for the new Jericho Avenue NE leg (the north leg of what will become a 4-legged intersection) it would be appropriate if the south leg could be closely matched ti with the north leg in terms of centerline alignment. From Figure 2 it seems this may not be the case at the moment. If necessary some slight off-set could be tolerated since the curb- to-curb width of NE 4th/SE 128th Street is about 60 feet. But, preferably, a closer match of their centerlines would be desirable, appropriately within about 25 feet. For the north leg' s signal indications it would be germane to install a new pole-and-mast-arm on the southwest corner and, in turn, relocate the existing pedestrian signal heads and push buttons on that new pole. It is likely that there will be sufficient conduit capacity to across the south leg of 144th Avenue SE, between the controller and the new pole, so that additional conduit runs and their attendant trenching can be negated. No new overhead nighttime illumination is needed on' this new pole since existing lighting is in place on the southeast and northwest poles. In terms of a budget for the construction costs for the new signal, including detection on the new Jericho Avenue leg, a sum of $35, 000 should be set aside. Engineering fees of $5, 000 might also be considered. Conclusions For the "4. 77 Court" residential development, the following conclusions may be drawn. Christopher Brown Cn Associates �\ 9688 Rainier Ave. S. -14- \ Seattle, WA 98118-5981 (206) 722-1910 Fax (206) 722-1909 1 . The Jericho Avenue Development - "4.77 Court" will include 26 single family homes. 2. It will take access from the northerly extension of 144th Avenue SE at its signalized intersection with SE 128th Street. 3 . The project will generate some 249 vehicular trips per day with 20 .of these taking place in the morning and 26 in the evening peak. hour. . 4. The 5-year annual compound rate of growth in traffic is about 2 . 2 percent per year on NE 4th Street/SE 128th Street in this area. Over ten years there is an anomaly since it appears to be negative. 5 . The current and future levels of service at the signalized intersections of Duvall Avenue NE and 144th Avenue SE will remain unchanged as a result of the project and be well within acceptable LOS standards. 6 . The LOS at the STOP controlled intersection. at 142nd Avenue SE on SE 128th Street is presently at 'F' for only the southbound left turn. All other movements are adequate. This is due entirely to the heavy east-west traffic stream. Only signalization will mitigate this adverse condition. 7 . For access to the site the existing signal at 144th Avenue SE will be adequate, subject to some minor modifications. It should: a. Continue to function in a 2-phase configuration. b. Use a pole and mast arm for the new signal indications facing Jericho Avenue NE. c. Reuse by remounting the existing pedestrian signal heads and push buttons from the existing PS type pole on the southwest corner. d. Use existing conduit ruins under the south leg of the intersection across 144th Avenue SE. e. Require vehicle detection and new pedestrian signals across Jericho Avenue NE on the north side of the intersection. 8 . No other arterial street traffic mitigation measures are needed. There is adequate street and highway capacity to accommodate all site generated traffic with no significant adverse traffic related impacts. 14/ Chriatopher Brown CAS ABsociates -1 5- 9688 Rainier Ave. S. \\ Seattle, WA 98118-5981 (206) Z22 1910 1 ax (206) 222-1909� "4.77 Court" TRAFFIC STUDY Appendix Peak Hour Traffic - Field Data 144th Avenue SE/NE 4th Street Duvall Avenue/NE 4th Street ITE LUC 210 Discription Weekday Trips Morning Peak Hour of the Arterial Afternon Peak Hour of the Arterial LOS Computations Current Operations 1 . Duvall Avenue/NE 4th Street JER-C1P 4. SE 128th Street/142nd Avenue SE JER-C2P 7. SE 128th Street/144th Avenue SE JER-C3P Horizon Year (2002) Operations Without Project 10. Duvall Avenue/NE 4th Street JER-C1P , 13. SE 128th Street/142nd Avenue SE JER-C2P 16. SE 128th Street/144th Avenue SE JER-C3P Horizon Year (2002) Operations With Project 19. Duvall Avenue/NE 4th Street JER-C1P 22. SE 128th Street/142nd Avenue SE JER-C2P 25. SE 128th Street/144th Avenue SE JER-C3P ChriBtopher Brown CS A88ociate8 9688 rainier Ave. S. Seattle, WA 98118-5981 (206) 722-1910 Fax (206) 722-1909 ' •r4(.:.: :.' -J-)-/do A-c.- ,/ - si), �- 0.4 T E �1// - 7 04`f tee INTE2SEECT ICN OF : /4 " . �� AND fr�-1'724��/ '2pvz TIME !6---b TO S"! /.5-- P = MAX HOUR Isr---.s: Wit;f'= ' :- C-,:r•1 .\;�G.'n iC :,";C x 1.:""k T- •.:r;G I c I I poiPn o e ci)L•1 t"' IILISIR IISIR II LI SIR 11. 1SIR Sic' Doti - 9// I 1321-1 9'5 1 ,5— I a I I : --1 2 II I L °; /5'- f`) : I ?o 7-I /off 3 I /SP I I U I 5 II I ‘A q5 - '/`/--( , Iy/( ( /a-- It- I /8 I s8 I .� I (s ‘71/1 _ , '263 I MI- // ir( I , c9 1 9- ,P C5" - s'�jS 11� l/� �. v" sC I 9— I �s s-30 - s/� ,, 2sv /0/ i� I /0/ 1 .�� ss II I I f rgiryy 2 ( , 1 1 i J'e .�/ri� I I 2- 1 I I I 1 I f 244 I f I I -2- 1 / I 9 Gk I Z 2. I 1 2 I I 'x I I I I : - Y:tY. ct I1 - / 1 / 1 I �f i / I I I ')c`s ! ,4 1 FI I I i , I. 1 I I I 1 3(:) ss` 1 i;/ I4 Li I -Jc �� 1 2/ 1 ;3/71f 1 o..1 / 1 0 .5y v. -( I vZ I i-K I I I T I 'ECU LS I I I I fit; of TOTA1I 1 1 1 I I 1 I I_ 1 1 , •r7 c....: c , ex- /b 1IX-e-- O A T E _:7,77/);7e_ G -2006 0�A 7 �lT . INTERS TICN CF : i�/='ter` ' lr!� A N 0 - ����/Ti,—t- - T 1M E -O TO 5-s0- P. = PEAX HOUR S--,s—�cL;r,C 1`kik. -- c.:r 1 j ..:% -CC %r`,Ci X -".y, ti:r;c: I c TIME r'^' — ILISIR IILISIRII LI SIRII L SI ,t ii � . -An - -//- II % I /S3 13 II -3 I // / I 9i II / I / 110 C -VV I sz - /_)- - I's,) I ts' I g II - I/yci _ II - - I I /// // s6 t e'P! y_ft)- G-4/s ,se:' 12 I /3 I I /? ? I yr 1 i- I ,9 6 OD ii CZ r-.s 4's s-DT , - 25sq I i I 2.- -- /6/ I • - - 15 1 5 52 e S", �� s-�- ,37c is Ilk 1 7 L / // yi/ 1-/ I - s ,•?- // .. 0, s7S- S'3O - - - 1-o I. l q 13 /i //-t 4 z i 6 v 7 • L1 l 5:3(c'54/5 1 12‘/ I ;% 12 I // 12/2 , 2 / ' 9 / c 1iw I I 1 1_I I I I I 1 t 1 1 I M, • i r / 1 1 ICI I I / I i I I / I I - I 1- 1 %;,;. h 241, / I J I I 1 / I I I 1,_ZL_______ _Z_E 1 1 1 1 I I I 1-/4v L I I I I 1 1 • / I ,31--,y I 1 9 I I I I 1I I I M _C I -7- I I I I I i fe--dry- ti I I I I e I I I / I I I l• I I I I I 1 4'77'; .- 3-- 2O- 1 l33 I Jig I /o 1 c I z a Ji7- 12/ 22 1-P" ;5, �J/ I /t/ 7- I ‘51- I cs,c I -t3 I ,g2 1 ; / 1 .3S 13-c .�-� .31 c87 c)-v I , I I I I TOTALS I I I j 1 I 1 I I 1% efldlAlm\ I ( I i I I. [ I fie- O✓c,- . --3',,o/fzc/�/ ,2. rysirAqt.p/44'J/ems • Land Use: 210 : n Single-Family Detached Housing Description • Single-family detached housing includes all single-family detached homes on individual lots. A typical site surveyed is a suburban subdivision. Additional Data The peak hour of the generator typically coincides with the peak hour of the adjacent street traffic. The sites were surveyed from the late 1960s to the mid-1990s throughout the United States and Canada. The number of vehicles and the number of residents have a high correlation with average weekday vehicle trip ends. The use of these variables is limited, however, because the number of vehicles and residents is often difficult to obtain or predict. The number of dwelling units is generally used as the independent variable of choice because it is usually readily available, easy to project, and has a high correlation with average weekday vehicle trip ends. This land use includes data from a wide variety of units with different sizes, price ranges, locations, and ages. Consequently, there is a wide variation in trips generated within this category. As expected, dwelling units that were larger in size, more expensive, or farther away from the central business district (CBD) had a higher rate of trip generation per unit than those smaller in size, less expensive, or closer to the CBD. Other factors, such as geographic location and type of adjacent and nearby development, may also have had an effect on the site trip generation. Single-family detached units have the highest trip generation rate per dwelling unit of all residential uses, because they are the largest units in size and have more residents and more vehicles per unit than other residential land uses; they are generally located farther away from shopping centers, employment areas, and other trip attractors than are other residential land uses; and they generally have fewer alternate modes of transportation available, because they are typically not as concentrated as other residential land uses. Source Numbers 1, 4, 5, 6, 7, 8, 11, 12, 13, 14,.16, 19, 20, 21, 26, 34, 35, 36, 38, 40, 71, 72, 84, 91, 98, 100, 105, 108, 110, 114, 117, 119, 157, 167, 177, 187, 192, 207, 211, 21.6, 275, 283, 293, 300, 319, 320, 357, 384, 435 Trip Generation, 6th Edition 262 Institute of Transportation Engineers • • Single-Family Detached Housing (21 0) 4245age Vehicle Trip Ends vs: Dwelling Units On a: Weekday- Number of Studies: 348 Avg. Number of Dwelling Units: 198 Directional Distribution: 50% entering, 50% exiting Trip Generation per Dwelling Unit Average Rate Range of Rates Standard Deviation 9.57 4.31 - 21.85 3.69 Data Plot and Equation 30,000 (t) X -a a 20,000 — L1J a. 03 X ,' a) X 0) io,000 - x x -0 >X x 0 0 1000 2000 3000 X=Number of Dwelling Units X Actual Data Points Fitted Curve Average Rate Fitted Curve Equation: Ln(T)=0.920 Ln(X)+2.707 R2=0.96 Trip Generation,6th Edition 263 Institute of Transportation Engineers 1 . , , . . . Single-Family Detached Housing (21 0) Average Vehicle Trip Ends vs: Dwelling Units On a: Weekday, Peak Hour of Adjacent.Street Traffic, . One Hour Between 7 and 9 a.m. Number of Studies: 271 Avg. Number of Dwelling Units: 202 Directional Distribution: 25% entering, 75% exiting Trip Generation per Dwelling Unit Average Rate Range of Rates Standard Deviation 0.75 0.33 - 2.27 0.90 c,, t Data Plot and Equation - t 3,000 .r• . . 4 ' t ,-- . ,--- , 2,000— , w -- X ca. „ ..-: ,- -- o . 13 lc . O x --- > -- W CD .' 4 12 x _ x O - > ----. ii t000— , 1— ----- -, x I x x ,-x x •i ..- • x ,- x ..... ‘,..-• " xx,4 . • • '4' 0 , I , I 0 1000 2000 3000 , X=Number of Dwelling Units X Actual Data Points — Fitted Curve - Average Rate .,, 4, Fitted Curve Equation: T=0.700(X)+9.477 R2=0.89 k Trip Generation,6th Edition 264 Institute of Transportation Engineers 1, Single-Family Detached Housing (210) Ij 'Ave age'Vehicle Trip Ends vs: Dwelling Units On a: Weekday, Peak Hour of Adjacent Street Traffic, One Hour Between 4 and 6 p.m. - Number of Studies: 294 i Avg. Number of Dwelling Units: 216 Directional Distribution: 64% entering, 36% exiting li Trip Generation per Dwelling Unit ! Average Rate Range of Rates Standard Deviation 1.01 0.42 - 2.98 1.05 I; Data Plot and Equation i 3,000 I I I • I X I II1 '� : x rn c 2,000 — a x a)TiI L _ > rn X . i ca Q X x . I II 1,000 — H x. /X • x - X J.- XX,,�''• ,•% o. 'y 0 I I ' 0 1000 2000 3000 X=Number of Dwelling Units • X Actual Data Points Fitted Curve Average Rate Fitted Curve Equation: Ln(T)=0.901 Ln(X)+0.527 R2=0.91 Trip Generation,6th Edition 265 Institute of Transportation Engineers Jericho Avenue Development 06/13/** Duvall Aveni NE/NE 4th Street . 16:07 :20 Current P.M. Peak Hour File JER-C1P SIGNAL94/TEAPAC[V1 L1.4] - Summary of Parameter Values Intersection Parameters METROAREA NONCBD LOSTTIME 3.0 LEVELOFSERVICE C S NODELOCATION 0 0 Approach Parameters APPLABELS N E S W GRADES .0 .0 .0 .0 PEDLEVELS 0 0 0 0 PARKINGSIDES NONE NONE NONE NONE PARKVOLUMES 0 0 0 0 BUSVOLUMES 0 2 0 2 RIGHTTURNONREDS 35 . 20 0 . 0 Movement Parameters MOVLABELS RT TH LT RT TH LT RT TH LT RT TH LT VOLUMES 231 39 420 209 526 10 22 21 17 48 1153 267 WIDTHS 12.0 12 .0 12 .0 11.0 24 .0 12 .0 .0 14.0 .0 .0 24 .0 12 .0 LANES 1 1 1 1 . 2 1 0 1 0 0 2 1 UTILIZATIONS .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 TRUCKPERCENTS 3.0 .0 2 .0 .0 1.0 .0 .0 .0 .0 . 0 1.0 .0 PEAKHOURFACTORS .81 .89 .92 .71 .82 .63 .79 .76 .85 .86 . 97 .87 ARRIVALTYPES 3 3 3 3 3 3 3 3 3 3 3 3 ACTUATIONS YES YES YES YES YES YES YES YES YES YES YES YES REQCLEARANCES 4.0 4 .0 4.0 4.0 4 .0 4.0 4.0 4 .0 4 .0 4 .0 4 .0 4 . 0 MINIMUMS 5 .0 5.0 5.0 5.0 5.0 5 .0 5.0 5.0 5.0 5.0 5 . 0 5.0 IDEALSATFLOWS 1900 1900 1900 1900 1900 1900 . 1900 1900 1900 1900 1900 1900 FACTORS 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1. 00 1. 00 DELAYFACTORS 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 NSTOPFACTORS ' 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1. 00 1.00 1.00 GROUPTYPES NORM NORM NORM NORM NORM NORM NORM NORM NORM NORM NORM NORM SATURATIONFLOWS 1568 1900 1431 1549 3762 334 0 1656 0 0 3724 1805 Phasing Parameters SEQUENCES 13 ALL PERMISSIVES NO NO NO NO LEADLAGS NONE NONE OVERLAPS YES YES YES YES OFFSET .00 1 CYCLES 90 110 10 PEDTIME . 0 0 GREENTIMES 35. 01 21.26 21.73 YELLOWTIMES 4.00 4 .00 4.00 CRITICALS 3 12 4 EXCESS 0 Jericho Avenue Development 06/13/** Duvall Avenue NE/NE 4th Street 16:06:41 Current P.M. Peak Hour File JER-C1P SIGNAL94/TEAPAC[V1 L1 .4 ] - Evaluation of Intersection Performance Sq 13 1 Phase 1 I Phase 2 1 Phase 3 1 **/** + + * + A + + * + **** /• \ <+ + *> <+ <++++ v A ++++ A **** v North <+ + +> ++++> ++++> 1 + + + ++++ ++++ + + + v v G/C= .389 G/C= .236 G/C= .241 G= 35.0" G= 21.3" G= 21.7" Y+R= 4 .0" Y+R= 4 .0" Y+R= 4 .0" OFF= .0% OFF=43.3% OFF=71.4% C= 90 sec G= 78.0 sec = 86.7% Y=12 .0 sec = 13.3% Ped= .0 sec = .0% MVMT TOTALS N Approach E Approach S Approach W Approach Int Param:Units RT TH LT RT TH LT RT TH LT RT TH LT Total AdjVol: vph 242 44 457 266 673 16 28 28 20 59 1248 307 3388 Wid/Ln:ft/# 12/1 12/1 12/1 11/1 24/2 12/1 0/0 14/1 0/0 0/0 24/2 12/1 g/C Rqd@C:% 22 9 38 24 22 8 0 11 0 0 38 23 g/C Used: % 68 40 40 25 25 25 0 . 40 0 0 53 25 SV @E: vph 1067 760 573 391 950 74 0 663 0 0 1986 446 6910 Svc Lvl:LOS A B C C C C+ B B C C+ Deg Sat:v/c .23 .06 .80 .68 .71 . 19 .00 . 12 .00 .00 .66 . 69 . 64 Avg Del:s/v 5. 9 16.7 31.5 35 .4 32.3 31.0 .0 17 .3 .0 .0 16 . 0 35 .2 24 . 0 Tot Del:min 6 3 60 39 91 2 0 5 0 0 87 45 338 # Stops:veh 23 7 101 60 153 3 0 12 0 0 235 70 664 Max Que:veh 4 1 14 10 25 1 0 2 0 0 31 12 100 Max Que: ft 98 33 347 249 316 25 0 57 0 0 383 289 383 APPR TOTALS Int Param:Units N Approach E Approach S Approach W Approach Total AdjVol: vph 743 955 76 1614 3388 Svc Lvl:LOS B C B B C+ Deg Sat:v/c .57 .69 . 12 .66 .64 Avg Del:s/v 22 .3 33. 1 17.3 19 .7 24 .0 Tot Del:min 69 132 5 132 338 # Stops:veh 131 216 12 305 664 Max Que:veh 19 36 2 43 100 Max Que: ft 347 316 57 383 383 Z Jericho A3`renue Development 06/13/** Duvall Avenue NE/NE 4th Street 16:06:31 Current P.M^APeak Hour File JER-C1P SIGNAL94/TEAPAC[V1 L1.4] - Capacity Analysis Summary Intersection Averages: Degree of Saturation (v/c) .64 Vehicle Delay 15.6 Level of Service C+ Sq 13 1 Phase 1 1 Phase 2 1 Phase 3 1 **/** + + * + A + + * + **** • / \ <+ + *> <+ <++++ v ++++ **** v North <+ + +> ++++> ++++> I + + + ++++ ++++ + + + v v G/C= .389 G/C= .236 G/C= .241 G= 35.0" G= 21.3" G= 21.7" Y+R= 4.0" Y+R= 4 .0" Y+R= 4 .0" OFF= .0% OFF=43.3% OFF=71.4% C= 90 sec G= 78.0 sec = 86.7% Y=12 .0 sec = 13.3% Ped= .0 sec = .0% Lane lWidth/ g/C Service Ratel Adj l I HCM I L 90% MaxGroup Lanes Reqd Used @C (vph) @E Volume v/c Delay S Queue N Approach 14 .6 B RT 12/1 .221 .681 1041 1067 242 .227 3.5 A •98 ft TH 12/1 .087 .400 675 760 44 .058 10.7 B 33 ft LT 12/1 .377 .400 495 573 457 .798 20.8 *C 347 ft S Approach 11.0 B ILT+TH+RTI 14/1 I . 111 I .400 I 581 I 663 I 76 . 115 1 11.0 1 B I 57 ftl E Approach 21.8 C RT 11/1 .238 .253 290 391 266 .680 22.9 *C 249 ft TH 24/2 .225 .253 790 950 673 .708 21.5 C 316 ft LT 12/1 .084 .253 48 74 16 . 190 17 .2 C+ 25 ft W Approach 12 .7 B lLT+RTI 12/1 24/2 l .233.379 l .247 533 l 1335 946 l 1446 986 l 1307 307 l .688.658 I 22 .9 10.3 l *C B l 289 ft383 l J Center For Microcomputers In Transportation HCS:'`Unsignalized Intersection Release 2 . 1 Page 1 ******;*.,*._******************************************************** File Name JER-C2P.HC0 Streets: (N-S) 142nd Avenue SE (E-W) SE 128th Street Major Street Direction EW Length of Time Analyzed 60 (min) Analyst C. V. Brown Date of Analysis 6/13/0 Other Information 142nd under construction. Cut EB by 50% for 2WL L Two-way Stop-controlled Intersection Eastbound Westbound Northbound Southbound L T R L T R L T R L T R No. Lanes 1 2 0 0 2< 0 0 0 0 1 0 1 Stop/Yield N N Volumes 26 873 840 18 13 9 PHF .95 .95 .95 .95 .95 .95 Grade 0 0 0 -3 MC's (%) 0 0 0 0 0 0 SU/RV's (%) 0 1 . 1 0 0 0 CV's (%) • 0 0 0 0 0 0 PCE's 1. 1 1 1 1. 1 1 1 Adjustment Factors Vehicle Critical Follow-up Maneuver Gap (tg) Time (tf) Left Turn Major Road 5.50 2. 10 Right Turn Minor Road 5.50 2 .60 Through Traffic Minor Road 6.50 3.30 Left Turn Minor Road 7 .00 3.40 ,r Center For Microcomputers In Transportation HCS: Unsignalized Intersection Release 2 . 1 Page 2 *****t ;-******************************************************** WorkSheet for TWSC Intersection Step 1: RT from Minor Street NB SB Conflicting Flows: (vph) 429 Potential Capacity: (pcph) 839 Movement Capacity: (pcph) 839 Prob. of Queue-free State: 0.99 Step 2 : LT from Major Street WB EB Conflicting Flows: (vph) 858 Potential Capacity: (pcph) 594 Movement Capacity: (pcph) 594 Prob. of Queue-free State: 0 .95 Step 4 : LT from Minor Street NB SB Conflicting Flows: (vph) - 1748 Potential Capacity: (pcph) 81 Major LT, Minor TH Impedance Factor: 0.95 Adjusted Impedance Factor: 0. 95 Capacity Adjustment Factor due to Impeding Movements 0 .95 Movement Capacity: (pcph) 77 �-` . - Center For Microcomputers In Transportation HCS: U Signalized Intersection Release 2 . 1 Page 3 ***** ******************************************************** Intersection Performance Summary FlowRate MoveCap SharedCap Avg.Total Delay Movement v(pcph) Cm(pcph) Csh(pcph) Delay LOS By App SB L 14 77 57 . 1 F 35 .5 SB R 9 839 4 .3 A EB L 30 594 6.4 B 0 .2 Intersection Delay = 0.5 b d • Jericho Avenue Development 06/13/** 144th Avenu'eSE/SE 128th Street 16:33:27 Current P.M. Peak Hour File JER-C3P SIGNAL94/TEAPAC(V1 L1.4] - Summary of Parameter Values Intersection Parameters METROAREA NONCBD LOSTTIME 3.0 LEVELOFSERVICE C S NODELOCATION 0 0 Approach Parameters APPLABELS N E S W GRADES .0 .0 .0 .0 PEDLEVELS 0 0 5 0 PARKINGSIDES NONE NONE NONE NONE PARKVOLUMES 0 0 0 0 BUSVOLUMES 0 2 0 2 RIGHTTURNONREDS 0 0 0 0 Movement Parameters MOVLABELS RT TH LT RT TH LT RT TH LT RT TH LT VOLUMES 0 0 0 0 657 30 21 0 201 443 1315 0 WIDTHS .0 .0 .0 .0 24 .0 12 .0 12 .0 .0 12 .0 .0 24 .0 .0 LANES 0 0 0 0 2 1 1 0 1 0 2 0 UTILIZATIONS .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 TRUCKPERCENTS .0 .0 .0 .0 2. 0 .0 4 .0 .0 3 .0 2 .0 .0 . 0 PEAKHOURFACTORS 1.00 1.00 1.00 1.00 .90 .75 .75 1.00 .87 .94 .91 1.00 ARRIVALTYPES 3 3 3 3 3 3 3 3 3 3 3 3 ACTUATIONS YES YES YES YES YES YES YES YES YES YES YES YES REQCLEARANCES 4 .0 4.0 4.0 4.0 4 .0 4 .0 4 .0 4 .0 4 .0 4.0 4 .0 4 .0 MINIMUMS 5.0 5.0 5 .0 5.0 5.0 5.0 5.0 5 .0 5.0 5 .0 5.0 5 .0 IDEALSATFLOWS 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 FACTORS 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 DELAYFACTORS 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 NSTOPFACTORS 1.00 1.00 1.0.0 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1 .00 1.00 GROUPTYPES NORM NORM NORM NORM NORM NORM NORM NORM NORM NORM NORM NORM SATURATIONFLOWS 0 0 0 0 3711 122 1549 0 1752 0 3627 0 Phasing Parameters SEQUENCES 11 PERMISSIVES NO NO NO NO LEADLAGS NONE NONE OVERLAPS YES YES YES YES OFFSET .00 1 CYCLES 90 110 10 PEDTIME .0 0 GREENTIMES 20.79 61.21 YELLOWTIMES 4 .00 4.00 CRITICALS 9 11 EXCESS 0 Jericho Avenue Development 06/13/** 144th AvenuexxSE/SE 128th Street 16:33:03 Current P.MPeak Hour File JER-C3P SIGNAL94/TEAPAC[V1 L1.4 ] - Evaluation of Intersection Performance Sq 11 1 Phase 1 1 Phase 2 1 **/** /� \ <++++ ++++ v North <* +> ****> 1 * + **** * + v G/C= .231 G/C= .680 G= 20.8" G= 61.2" Y+R= 4.0" Y+R= 4.0" OFF= .0% OFF=27.5% C= 90 sec G= 82 .0 sec = 91.1% Y= 8.0 sec = 8.9% Ped= .0 sec = .0% MVMT TOTALS N Approach E Approach S Approach W Approach Int Param:Units RT TH LT RT TH LT RT TH LT RT TH LT Total AdjVol: vph 0 0 0 0 766 40 28 0 231 495 1517 0 3077 Wid/Ln:ft/# 0/0 0/0 0/0 0/0 24/2 12/1 12/1 0/0 12/1 0/0 24/2 0/0 g/C Rqd@C:% 0 0 0 0 25 19 8 0 20 0 56 0 g/C Used: % 0 0 0 0 69 69 24 0 24 0 69 0 SV @E: vph 0 0 0 0 2565 78 375 0 424 0 2507 0 5949 Svc Lv1:LOS A B+ C+ C B+ B+ Deg Sat:v/c .00 .00 .00 .00 .30 .48 .08 .00 .55 .00 . 80 .00 .65 Avg Del:s/v .0 .0 .0 .0 5.7 24.9 26.7 .0 32 .3 .0 11.3 .0 11.8 Tot Del:min 0 0 0 0 18 4 3 0 31 0 94 0 150 # Stops:veh 0 0 0 0 75 5 5 0 50 0 349 0 484 Max Que:veh 0 0 0 0 12 1 1 0 9 0 31 0 54 Max Que: ft 0 0 0 0 150 25 27 0 223 0 389 0 389 APPR TOTALS Int Param:Units N Approach E Approach S Approach W Approach Total AdjVol: vph 0 806 259 2012 3077 Svc Lvl:LOS A C B+ B+ Deg Sat:v/c .00 .31 .49 .80 .65 Avg Del:s/v .0 6.7 31.7 11.3 11.8 Tot Del:min 0 22 34 94 150 # Stops:veh 0 80 55 349 484 Max Que:veh 0 13 10 31 54 Max Que: ft 0 150 223 389 389 J7 Jericho Avenue Development 06/13/** 144th AvenueSE/SE 128th Street 16 : 32:59 Current P.N. -Peak Hour File JER-C3P SIGNAL94/TEAPAC[V1 L1.4] - Capacity Analysis Summary Intersection Averages: Degree of Saturation (v/c) .65 Vehicle Delay 7 .6 Level of Service B+ Sq 11 1 Phase 1 1 Phase 2 **/** / \ <++++ ++++ v North <* +> ****> 1 * + **** * + v G/C= .231 G/C= .680 G= 20.8" G= 61.2" Y+R= 4 .0" Y+R= 4 .0" OFF= .0% OFF=27 .5% C= 90 sec G= 82 .0 sec = 91. 1% Y= 8.0 sec = 8.9% Ped= .0 sec = .0% lLane (Width/ l g/C l Service Rate! Adj l HCM L I90% MaxGroup Lanes Reqd Used @C (vph) @E Volume v/c Delay S Queue S Approach 20 .0 C RT 12/1 LT 12/1 I .084 197 ! .242.242 ! 273 314 l 375 424 l 28 231 l .075.545 l 20.4 17 .0 l *C+ l 223 ftftl E Approach 3 .7 A TH LT l 12/1 24/2 l . 1911 l .691 691 l 25663 l 2578 l 740 l .476 l 7 .3. ! B+ l 150 25 ftl W Approach 7 .6 B+ 1 TH+RTI 24/2 1 .563 1 .691 1 2507 1 2507 1 2012 1 .803 1 7 .6 I *B+ I 389 ftl r Jericho Avenue Development 06/13/** Duvall Avenues NE/NE 4th Street 16 :24 :30 2002 P.M. Peak Hour W/O Project File JER-H1P SIGNAL94/TEAPAC[V1 L1.4] - Summary of Parameter Values Intersection Parameters METROAREA NONCBD LOSTTIME 3.0 LEVELOFSERVICE C S NODELOCATION 0 0 Approach Parameters APPLABELS N E S W GRADES .0 .0 .0 .0 PEDLEVELS 0 0 0 0 PARKINGSIDES NONE NONE NONE NONE PARKVOLUMES 0 0 0 0 BUSVOLUMES 0 2 0 2 RIGHTTURNONREDS 35 20 0 0 Movement Parameters MOVLABELS RT TH LT RT TH LT RT TH LT RT TH LT VOLUMES 233 39 423 211 530 10 22 21 17 48 1162 269 WIDTHS 12 .0 12.0 12.0 11.0 24.0 12.0 .0 14.0 .0 .0 24 .0 12 . 0 LANES 1 1 1 1 2 1 0 1 0 0 2 1 UTILIZATIONS .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 TRUCKPERCENTS 3.0 .0 2 .0 .0 1.0 .0 .0 .0 .0 .0 1.0 .0 PEAKHOURFACTORS .81 .89 .92 .71 .82 .63 .79 .76 .85 .86 .97 .87 ARRIVALTYPES 3 3 3 3 3 3 3 3 3 3 3 3 ACTUATIONS YES YES YES YES YES YES YES YES YES YES YES YES REQCLEARANCES 4 .0 4 .0 4.0 4.0 4 .0 4.0 4 .0 4 .0 4 .0 4 .0 4 .0 4 .0 MINIMUMS 5.0 5.0 5.0 5.0 5 .0 5.0 5.0 5.0 5.0 5.0 5 .0 5 .0 IDEALSATFLOWS 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 FACTORS 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1. 00 DELAYFACTORS 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1 . 00 1.00 1.00 NSTOPFACTORS 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1. 00 1.00 1 .00 1 .00 GROUPTYPES NORM NORM NORM NORM NORM NORM NORM NORM NORM NORM NORM NORM SATURATIONFLOWS 1568 1900 1431 ' 1549 3762 333 0 1656 0 0 3724 1805 Phasing Parameters SEQUENCES 13 ALL PERMISSIVES NO NO NO NO LEADLAGS NONE NONE OVERLAPS YES YES YES YES OFFSET .00 1 CYCLES 90 110 10 PEDTIME .0 0 GREENTIMES 34 .96 21.24 21.80 YELLOWTIMES 4 .00 4.00 4 .00 CRITICALS 3 12 4 EXCESS 0 16 Jericho Avenue Development 06/13/** Duvall Avenue, NE/NE 4th Street 16:24 :03 2002 P.M. 11°eak Hour W/O Project File JER-H1P SIGNAL94/TEAPAC[V1 L1.4] - Evaluation of Intersection Performance Sq 13 1 Phase 1 1 Phase 2 1 Phase 3 1 **/** + + * + A + + * + **** / •\ <+ + *> <+ <++++ V A ++++ A **** v North <+ + +> ++++> ++++> I + + + ++++ ++++ + + + v v G/C= .388 G/C= .236 G/C= .242 G= 35.0" G= 21.2" G= 21.8" Y+R= 4.0" Y+R= 4.0" Y+R= 4 .0" OFF= .0% OFF=43.3% OFF=71.3% C= 90 sec G= 78.0 sec = 86.7% Y=12.0 sec = 13.3% Ped= .0 sec = .0% MVMT TOTALS N Approach E Approach S Approach W Approach Int Param:Units RT TH LT , RT TH LT RT TH LT . RT TH LT Total AdjVol: vph 244 44 460 269 678 16 28 28 20 59 1258 309 3413 Wid/Ln:ft/# 12/1 12/1 12/1 11/1 24/2 12/1 0/0 14/1 0/0 0/0 24/2 12/1 g/C Rqd@C:% 22 9 38 24 23 8 0 11 0 0 38 23 g/C Used: % 68 40 40 25 25 25 0 40 0 0 53 25 SV @E: vph 1066 759 572 392 953 74 0 662 0 0 1988 446 6912 Svc Lvl:LOS A B C C C C+ B B C C+ Deg Sat:v/c .23 .06 .80 .69 .71 . 19 .00 . 12 .00 .00 . 66 . 69 . 64 Avg Del:s/v 6. 0 16.8 32 .0 35.6 32.3 30 .9 .0 17.4 .0 .0 16. 1 35 .3 24 . 1 Tot Del:min 6 3 61 40 91 2 0 5 0 0 88 45 341 # Stops:veh 23 7 102 61 154 3 0 12 0 0 237 70 669 Max Que:veh 4 1 14 10 25 1 0 2 0 0 31 12 100 Max Que: ft 99 33 349 251 318 25 0 57 0 0 386 291 386 APPR TOTALS Int Param:Units N Approach E Approach S Approach W Approach Total AdjVol: vph 748 963 76 1626 3413 Svc Lvl:LOS B C B B C+ Deg Sat:v/c .57 .69 . 12 .67 .64 Avg Del:s/v 22.6 33.2 17 .4 19 .7 24 . 1 Tot Del:min 70 133 5 133 341 # Stops:veh 132 218 12 307 669 Max Que:veh 19 36 2 43 100 Max Que: ft 349 318 57 386 386 ii Jericho Avenue Development 06/13/** Duvall Aveirt3 ' NE/NE 4th Street 16:23:57 2002 P.M. Peak Hour W/O Project File JER-H1P SIGNAL94/TEAPAC[V1 L1.4] - Capacity Analysis Summary Intersection Averages: Degree of Saturation (v/c) .64 Vehicle Delay 15.7 Level of Service C+ Sq 13 1 Phase 1 1 Phase 2 I Phase 3 **/** + + * + A + + * + **** /� \ <+ *> <+ <++++ v ++++ A **** v North <+ + +> ++++> ++++> 1 + + + ++++ ++++ + + + v ; v G/C= .388 G/C= .236 G/C=-.242 G= 35.0" G= 21.2" G= 21.8" Y+R= 4.0" Y+R= 4 .0" Y+R= 4.0" OFF= .0% OFF=43.3% OFF=71.3% C= 90 sec G= .78.0 sec = 86.7% Y=12.0 sec = 13.3% Ped= .0 sec = . 0% Lane (Width/ l g/C Service Rate Adj l HCM I L 90% Max Group Lanes Reqd Used @C (vph) @E Volume v/c Delay S Queue N Approach 14 .8 B RT 12/1 .222 .680 1040 1066 244 .229 3.5 A 99 ft TH 12/1 .087 .400 674 759 44 . .058 10.7 B 33 ft LT 12/1 .378 .400 494 572 460 .804 21. 1 *C 349 ft S Approach 11.0 B ILT+TH+RTI 14/1 ( . 111 1 .400 I 580 1 662 76 . 115 11.0 1 B 1 57 ftl E Approach 21.9 C RT 11/1 .240 1 .253 291 392 269 .686 23.0 *C 251 ft TH 24/2 .226 .253 793 953 678 .711 21.5 C 318 ft LT 12/1 .084 .253 48 74 16 . 190 17 .2 C+ 25 ft W Approach 12 .8 B LT 24/2 12/1 I .382.234 l .534.247 1948 335 l 1988 446 1317 .662 10.4 309 .693 23.0 l *C 291 ftl /7-- w Center For Microcomputers In Transportation HCS: Unsignalized Intersection Release 2. 1 Page 1 *****t ******************************************************** File Name JER-H2P.HC0 Streets: (N-S) 142nd Avenue SE (E-W) SE 128th Street Major Street Direction EW Length of Time Analyzed 60 (min) Analyst C. V. Brown Date of Analysis 6/13/0 Other Information 2002 w/o project. Cut EB by 50% for 2WLTL Two-way Stop-controlled Intersection Eastbound Westbound Northbound Southbound LTRLTRLTRL T R ---= ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- No. Lanes 1 2 0 0 2< 0 0 0 0 1 0 1 Stop/Yield N N Volumes 26 880 847 18 13 9 PHF .95 .95 .95 .95 .95 .95 Grade 0 . 0 0 -3 MC's (%) 0 0 0 0 0 0 SU/RV's (%) 0 1 1 0 0 0 CV's (%) 0 0 0 0 0 0 PCE's 1. 1 1 1 1. 1 1 1 Adjustment Factors Vehicle Critical Follow-up Maneuver Gap (tg) Time (tf) Left Turn Major Road 5.50 2. 10 Right Turn Minor Road 5.50 2.60 Through Traffic Minor Road 6.50 3 .30 Left Turn Minor Road 7 .00 3.40 /9 - Center For Microcomputers In Transportation HCS: Unsignalized Intersection Release 2 . 1 Page 2 ****** ******************************************************** WorkSheet for TWSC Intersection Step 1: RT from Minor Street NB SB Conflicting Flows: (vph) 432 Potential Capacity: (pcph) 836 Movement Capacity: (pcph) 836 Prob. of Queue-free State: 0 .99 Step 2 : LT from Major Street WB EB Conflicting Flows: (vph) 865 Potential Capacity: (pcph) 588 Movement Capacity: (pcph) 588 Prob. of Queue-free State: 0.95 Step 4 : LT from Minor Street NB SB Conflicting Flows: (vph) 1762 Potential Capacity: (pcph) 79 Major LT, Minor TH Impedance Factor: 0. 95 Adjusted Impedance Factor: 0.95 Capacity Adjustment Factor due to Impeding Movements 0 .95 Movement Capacity: (pcph) 75 c Center For Microcomputers In Transportation HCS:'`Unsignalized Intersection Release 2 . 1 Page 3 ******»Vk******************************************************** J' " Intersection Performance Summary FlowRate MoveCap SharedCap Avg.Total Delay Movement v(pcph) Cm(pcph) Csh(pcph) Delay LOS By App SB L 14 75 58.9 F 36. 6 SB R 9 836 4 .4 A EB L 30 588 6.5 B 0 .2 Intersection Delay = 0.5 ic t Jericho Avenue Development 06/13/** 144th AvenuSE/SE 128th Street 16 :36 : 16 2002 P.M. Peak Hour W/O Project File JER-H3P SIGNAL94/TEAPAC[V1 L1.4] - Summary of Parameter Values Intersection Parameters METROAREA NONCBD LOSTTIME 3.0 LEVELOFSERVICE C S NODELOCATION 0 0 Approach Parameters APPLABELS N E S W GRADES .0 .0 .0 . 0 PEDLEVELS 0 0 5 0 PARKINGSIDES NONE NONE NONE NONE PARKVOLUMES 0 0 0 0 BUSVOLUMES 0 2 0 2 RIGHTTURNONREDS 0 0 0 0 Movement Parameters MOVLABELS RT TH LT RT TH LT RT TH LT RT TH LT VOLUMES 0 0 0 0 662 30 21 0 203 447 1326 0 WIDTHS .0 .0 .0 .0 24 .0 12 .0 12 .0 .0 12. 0 .0 24 .0 .0 LANES 0 0 0 0 2 1 1 0 1 0 2 0 UTILIZATIONS .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 . .00 .00 TRUCKPERCENTS .0 .0 .0 .0 2.0 .0 4 .0 .0 3.0 2 .0 .0 .0 PEAKHOURFACTORS 1.00 1.00 1.00 1.00 .90 .75 .75 1.00 .87 .94 .9.1 1.00 ARRIVALTYPES 3 3 3 3 3 3 . 3 3 3 3 3 3 ACTUATIONS YES YES YES YES YES YES YES YES YES YES YES YES REQCLEARANCES 4.0 4.0 4.0 4.0 4.0 4 .0 4 .0 4 .0 4.0 4 .0 4.0 4 .0 MINIMUMS 5.0 5.0 5 .0 5.0 5.0 5 .0 5.0 5.0 5.0 5.0 5 .0 5 . 0 IDEALSATFLOWS 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900. 1900 1900 FACTORS 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1 .00 1.00 DELAYFACTORS 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 . 1.00 1.00 NSTOPFACTORS 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 GROUPTYPES NORM NORM NORM NORM NORM NORM NORM NORM NORM NORM NORM NORM SATURATIONFLOWS 0 0 0 0 3711 122 1549 0 1752, 0 3627 0 Phasing Parameters SEQUENCES 11 PERMISSIVES NO NO NO NO LEADLAGS NONE NONE OVERLAPS YES YES YES YES OFFSET .00 1 CYCLES 90 110 10 PEDTIME .0 0 GREENTIMES 20.79 61.21 YELLOWTIMES 4 .00 4 .00 CRITICALS 9 11 EXCESS 0 It Jericho Avenue Development 06/13/** 144th Avenu; ,SE/SE 128th Street 16:35:51 2002 P.M. Peak Hour W/0 Project File JER-H3P SIGNAL94/TEAPAC[V1 L1.4] - Evaluation of Intersection Performance Sq 11 1 Phase 1 1 Phase 2 **/** / � \ <++++ ++++ v North <* .4.›. ****> 1 * + **** * + v G/C= .231 G/C= .680 G= 20.8" G= 61.2" Y+R= 4.0" Y+R= 4 .0" OFF= .0% OFF=27 .5% C= 90 sec G= 82 .0 sec = 91.1% Y= 8.0 sec = 8.9% Ped= .0 sec = .0% MVMT TOTALS N Approach E Approach S Approach W Approach Int Param:Units RT TH LT RT TH LT RT TH LT RT TH LT Total AdjVol: vph 0 0 0 0 773 40 28 0 233 500 1530 0 3104 Wid/Ln:ft/# 0/0 0/0 0/0 0/0 24/2 12/1 12/1 0/0 12/1 0/0 24/2 0/0 g/C Rqd@C:% 0 0 0 0 25 19 8 0 20 0 57 0 SCE V @ : vph 0 0 0 0 2565 78 375 0 424 0 2507 0 5949 Svc Lvl:LOS A B+ C+ C B+ B+ Deg Sat:v/c .00 .00 .00 .00 .30 •.48 .08 .00 .55 .00 .81 .00 .65 Avg Del:s/v .0 .0 .0 .0 5.7 24.9 26.7 .0 32 .3 .0 11.5 .0 11.9 Tot Del:min 0 0 0 0 18 4 3 0 31 0 97 0 153 # Stops:veh 0 0 0 0 75 5 5 0 51 0 356 0 492 Max Que:veh 0 0 0 0 12 1 1 0 9 0 31 0 54 Max Que: ft . 0 0 0 0 151 25 27 0 225 0 393 0 393 APPR TOTALS Int Param:Units N Approach E Approach S Approach W Approach Total AdjVol: vph 0 813 261 2030 3104 Svc Lvl:LOS A C B+ B+ Deg Sat:v/c .00 .31 .50 .81 . 65 Avg Del:s/v .0 6.6 31.7 11.5 11.9 Tot Del:min 0 22 34 97 153 # Stops:veh 0 80 56 356 492 Max Que:veh 0 13 10 31 54 Max Que: ft 0 151 225 393 393 a- Jericho Avenue Development 06/13/** 144th Avenel SE/SE 128th Street 16 :35:45 2002 P.M. Peak Hour W/O Project File JER-H3P SIGNAL94/TEAPAC[V1 L1.4] - Capacity Analysis Summary Intersection Averages: Degree of Saturation (v/c) .65 Vehicle Delay 7 .7 Level of Service B+ Sq 11 1 Phase 1 I Phase 2 **/** /1\ <++++ ++++ v North <* +> ****> * + **** * + G/C= .231 G/C= .680 G= 20.8" G= 61.2" Y+R= 4.0" Y+R= 4.0" OFF= .0% OFF=27.5% C= 90 sec G= 82.0 sec = 91. 1% Y= 8.0 sec = 8.9% Ped= .0 sec = .0% Lane Width/ g/C Service Rate Adj HCM L Max! I Group I Lanes Reqd Used I @C (vph) @E IVolume! v/c Delay S 190%Queue S Approach 20. 1 C RT LT 1 12/1 12/1 I .184 198 I .242.242 I 273 314 I 375 424 I 233 28 I .075.550 I 17 .0 20 .4 I *C+ 27 I 225 ftftl E Approach 3.7 A TH LT 112/1 I ..252 .691 191 I 24/2 .691 1256653 12578 I 740 73 I .4776 I 7 .3 3 .5 I B+ I 151 25 ftI W Approach 7 .8 B+ I TH+RTI 24/2 I .567 I .691 12507 12507 ( 2030 I .810 I 7 .8 I *B+ I 393 ftl Jericho Avenue Development 06/13/** Duvall Avenup.., NE/NE 4th Street 16:26:41 2002 P.M. Peat Hour W/Project File JER-P1P SIGNAL94/TEAPAC[V1 L1.4] - Summary of Parameter Values Intersection Parameters METROAREA NONCBD LOSTTIME 3.0 LEVELOFSERVICE C S NODELOCATION 0 0 Approach Parameters APPLABELS N E S W GRADES .0 .0 .0 .0 PEDLEVELS 0 0 0 0 PARKINGSIDES NONE NONE NONE NONE PARKVOLUMES 0 0 0 0 BUSVOLUMES '0 2 0 •2 RIGHTTURNONREDS 35 20 0 0 Movement Parameters MOVLABELS RT TH LT RT TH LT RT TH LT RT TH LT VOLUMES 233 39 427 213 536 10 22 21 17 48 1174 269 WIDTHS 12 .0 12.0 12.0 11.0 24.0 12 .0 .0 14 .0 .0 .0 24 .0 12 .0 LANES 1 1 1 1 2 . 1 0 1 0 0 2 1 UTILIZATIONS .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 TRUCKPERCENTS 3.0 .0 2.0 .0 1.0 .0 .0 .0 .0 .0 1. 0 . 0 PEAKHOURFACTORS .81 .89 .92 .71 .82 .63 .79 .76 .85 .86 .97 .87 ARRIVALTYPES 3 '3 3 3 3 3 3 3 3 3 3 3 ACTUATIONS YES YES YES YES YES YES YES YES YES YES YES YES REQCLEARANCES 4 .0 4 .0 4 .0 4.0 4.0 4 .0 4 .0 4 .0 4 .0 4 .0 4 .0 4 .0 MINIMUMS 5.0 5.0 5 .0 5.0 5 .0 5.0 5.0 5.0 5.0 5.0 5 .0 5 . 0 IDEALSATFLOWS 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 FACTORS 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1. 00 1.00 DELAYFACTORS 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1. 00 1. 00 NSTOPFACTORS 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 GROUPTYPES NORM NORM NORM NORM NORM NORM NORM NORM NORM NORM NORM NORM SATURATIONFLOWS 1568 1900 1431 1549 3762 332 0 1656 0 0 3724 1805 Phasing Parameters SEQUENCES 13 ALL PERMISSIVES NO NO NO NO LEADLAGS NONE NONE OVERLAPS YES YES YES YES OFFSET .00 1 CYCLES 90 110 10 PEDTIME .0 0 GREENTIMES 35 .02 21. 12 21.86 YELLOWTIMES 4 .00 4 .00 4 .00 CRITICALS 3 12 4 EXCESS 0 /9 t Jericho Avenue Development 06/13/** Duvall Avenu : NE/NE 4th . Street 16:26: 15 2002 P.M. Peak Hour W/Project File JER-P1P SIGNAL94/TEAPAC[V1 L1.4] - Evaluation of Intersection Performance Sq 13 1 Phase 1 I Phase 2. I Phase 3 **/** + + * + + + * + **** / • \ <+ + *> <+ <++++ V A ++++ A **** v North <+ + +> ++++> ++++> I + + + ++++ ++++ + + + v v G/C= .389 G/C= .235 G/C= .243 G= 35.0" G= 21. 1" G= 21.9" Y+R= 4.0" Y+R= 4 .0" Y+R= 4.0" OFF= .0% OFF=43.4% OFF=71.3% C= 90 sec . G= 78 .0 sec = 86.7% Y=12.0 sec = 13.3% Ped= .0 sec = .0% MVMT TOTALS N Approach E Approach S Approach W Approach Int Param:Units RT TH LT RT TH LT RT TH LT RT TH LT Total AdjVol: vph 244 44 464 272 687 16 28 28 20 59 1270 309 3441 Wid/Ln:ft/# 12/1 12/1 12/1 11/1 24/2 12/1 0/0 14/1 0/0 0/0 24/2 12/1 g/C Rqd@C:% 22 9 38 24 23 8 0 11 0 0 38 23 g/C Used: % 68 40 40 25 25 25 0 40 0 0 53 25 SV @E: vph 1065 761 573 393 956 74 0 663 0 0 1985 444 6914 Svc Lvl:LOS A B C C C C+ B B C C+ Deg Sat:v/c .23 .06 .81 .69 .72 . 19 .00 . 12 .00 .00 . 67 . 70 .65 Avg Del:s/v 6 .0 16.7 32 .4 35 .8 32.5 30.9 .0 .17 .3 .0 .0 16.2 35.5 24 . 3 Tot Del:min 6 3 63 41 93 2 0 5 0 0 90 46 349 # Stops:veh 23 7 103 62 157 3 0 12 0 0 241 70 678 Max Que:veh 4 1 14 10 26 1 0 2 0 0 31 12 101 Max Que: ft 100 33 352 254 322 25 0 . 57 0 0 390. 291 390 APPR TOTALS Int Param:Units N Approach E Approach S Approach W Approach Total AdjVol: vph .752 975 76 1638 3441 Svc Lvl:LOS B C B B C+ Deg Sat:v/c .58 .70 . 12 .68 .65 Avg Del:s/v 22 .9 33.4 17 .3 19.8 24 .3 Tot Del:min 72 . 136 5 136 349 # Stops:veh 133 222 12 311 678 Max Que:veh 19 . 37 2 43 101. Max Que: ft 352 322 . . 57 390 390 20 • Jericho Avenue Development 06/13/** Duvall Avenue NE/NE 4th Street 16:26: 10 2002 P.M. Peak Hour W/Project File JER-P1P SIGNAL94/TEAPAC[V1 L1.4 ] - Capacity Analysis Summary Intersection Averages: Degree of Saturation (v/c) . 65 Vehicle Delay 15.9 Level of Service C+ Sq 13 1 Phase 1 1 Phase 2 1 Phase 3 **/** + + * + A + + * + **** / <+ + *> <+ <++++ A V ++++ A **** North <+ + +> ++++> ++++> 1 + + + ++++ ++++ + + + V v G/C= .389 G/C= .235 G/C= .243 G= 35.0" G= 21. 1" G= 21.9" Y+R= 4 .0" Y+R= 4 .0" Y+R= 4.0" OFF= .0% OFF=43.4% OFF=71.3% C= 90 sec G= 78.0 sec = 86.7% Y=12.0 sec = 13.3% Ped= .0 sec = .0% ILane (Width/ l g/C Service Rate Adj l HCM L 190% Max Group Lanes Reqd Used @C (vph) @E Volume v/c Delay S Queue N Approach 15.0 B RT 12/1 .222 .679 1039 1065 244 .229 3 .6 A 100 ft TH 12/1 .087 .400 676 761 44 .058 10.7 B 33 ft LT 12/1 .381 .400 495 573 464 .810 21.4 *C 352 ft S Approach 11.0 B ILT+TH+RTI 14/1 1 . 111 I .400 I 581 I 663 I 76 I . 115 11.0 1 B I 57 ftl E Approach 22 .0 C RT 11/1 .242 .254 .292 393 272 .692 23.2 *C 254 ft TH 24/2 .228 .254 796 956 687 .719 21.6 C 322 ft LT 12/1 .084 .254 48 74 16 . 190 17 . 1 C+ 25 ft W Approach 12.9 B LT+RTI 12/1 1 .234 l .246 1 1333 1 1444 1 1309 l .696 1 23.2 l *C 1 2901 ftl s Center For Microcomputers In Transportation HCS:-Unsi.gnalized Intersection Release 2 . 1 Page 1. ******, ,r.,******************************************************** 4 441- File Name JER-P2P.HC0 Streets: (N-S) 142nd Avenue SE (E-W) SE 128th Street Major Street Direction EW Length of Time Analyzed 60 (min) Analyst C. V. Brown Date of Analysis 6/13/0 Other Information . 2002 w/project. Cut EB by 50% for _2WLTL Two-way Stop-controlled Intersection Eastbound Westbound Northbound Southbound LTRLTRLTRL T R ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- No. Lanes 1 2 0 0 2< 0 0 0 0 1 0 1 Stop/Yield N N Volumes 26 888 855 18 13 9 PHF .95 .95 .95 .95 .95 .95 Grade 0 0 0 -3 MC's (%) 0 0 0 0 0 0 SU/RV's (%) 0 1 1 0 0 0 CV's (%) 0 0 0 0 0 0 PCE's 1. 1 1 1 1. 1 1 1 Adjustment Factors Vehicle Critical Follow-up Maneuver Gap (tg) Time (tf) Left Turn Major Road 5.50 2 . 10 Right Turn Minor Road 5.50 2 . 60 Through Traffic Minor Road 6.50 3. 30 Left Turn Minor Road 7 .00 3.40 22 Center For Microcomputers In Transportation HCS: -Unsignalized Intersection Release 2 . 1 Page 2 ******,********************************************************** v.- WorkSheet for TWSC Intersection Step 1: RT from Minor Street NB SB Conflicting Flows: (vph) 436 Potential Capacity: (pcph) 833 Movement Capacity: (pcph) 833 Prob. of Queue-free State: 0.99 Step 2: LT from Major Street WB EB Conflicting Flows: (vph) 873 Potential Capacity: (pcph) 583 Movement Capacity: (pcph) 583 Prob. of Queue-free State: 0.95 Step 4 : LT from Minor Street NB SB Conflicting Flows: (vph) 1778 Potential Capacity: (pcph) 77 Major LT, Minor TH Impedance Factor: 0.95 Adjusted Impedance Factor: 0.95 Capacity Adjustment Factor due to Impeding Movements 0.95 Movement Capacity: (pcph) 73 23 1l c - Center For Microcomputers In Transportation HCS:'`Unsignalized Intersection Release 2 . 1 Page 3 ***** ******************************************************** Intersection Performance Summary FlowRate MoveCap SharedCap Avg.Total Delay Movement v(pcph) Cm(pcph) Csh(pcph) Delay LOS By App SB L 14 73 60.9 F 37 .8 SB R 9 833 4 .4 A EB L 30 583 6..5 B 0.2 Intersection Delay = 0.6 2i. Jericho Avenue Development 06/13/** 144th Avenue $E/SE 128th Street 16 :40 :45 2002 P.M. Peak Hour W/Project File JER-P3P SIGNAL94/TEAPAC[V1 L1.4] - Summary of Parameter Values Intersection Parameters METROAREA NONCBD LOSTTIME 3.0 LEVELOFSERVICE C S NODELOCATION 0 0 Approach Parameters APPLABELS N E S W GRADES .0 .0 .0 .0 PEDLEVELS 0 0 5 0 PARKINGSIDES NONE NONE NONE NONE PARKVOLUMES 0 0 0 0 BUSVOLUMES 0 2 0 2 RIGHTTURNONREDS 0 0 0 0 Movement Parameters MOVLABELS RT TH LT RT TH LT RT TH LT RT TH LT VOLUMES 8 0 1 1 662 30 21 0 203 447 1326 16 WIDTHS .0 14 .0 .0 .0 24 .0 12 .0 12 .0 .0 12 .0 .0 24 .0 . 0 LANES 0 1 0 0 2 1 1 0 1 0 2 0 UTILIZATIONS .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 TRUCKPERCENTS .0 .0 .0 .0 2.0 .0 4 .0 .0 3. 0 2 .0 .0 .0 PEAKHOURFACTORS 1.00 1.00 1.00 1.00 .90 .75 .75 1.00 .87 .94 . 91 1.00 ARRIVALTYPES 3 3 3 3 3 3 3 3 3 3 3 3 ACTUATIONS YES YES YES YES YES YES YES YES YES YES YES YES REQCLEARANCES 4 .0 4 . 0 4 .0 4.0 4 .0 4 .0 4 .0 4.0 4 .0 4 .0 4 .0 4 . 0 MINIMUMS 5 .0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5. 0 5 .0 5 .0 IDEALSATFLOWS 1900 1900 1900 1900 1900 1900. 1900 1900 1900 1900 1900 1900 FACTORS 1.00 1.00 1 .00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1 . 00 1.00 DELAYFACTORS 1.00 1.00 1. 00 1.00 1.00 1.00 1.00 1. 00 1. 00 1.00 1. 00 1. 00 NSTOPFACTORS 1. 00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1 .00 1.00 1. 00 GROUPTYPES NORM NORM NORM NORM NORM NORM NORM NORM NORM NORM NORM NORM SATURATIONFLOWS 0 1399 0 0 3710 122 1549 0 1752 0 3337 0 Phasing Parametars SEQUENCES 11 PERMISSIVES NO NO NO NO LEADLAGS NONE NONE OVERLAPS YES YES YES YES OFFSET .00 1 CYCLES 90 110 10 PEDTIME . 0 0 GREENTIMES 20 .79 61.21 YELLOWTIMES 4 .00 4 .00 CRITICALS 9 11 EXCESS 0 2 3� Jericho Avenue Development 06/13/** 144th AvenuSE/SE 128th Street 16 :39:52 2002 P.M. Peak Hour W/Project File JER-P3P SIGNAL94/TEAPAC[V1 L1.4] - Evaluation of Intersection Performance Sq 11 1 Phase 1 1 Phase 2 **/** + + A + + ++++ /� \ <+ +> <++++ A ++++ **** v North <* +> ****> * + **** * + v G/C= .231 G/C= .680 G= 20 .8" G= 61.2" Y+R= 4 .0" Y+R= 4 .0" OFF= .0% OFF=27.5% C= 90 sec G= 82.0 sec = 91.1% Y= 8.0 sec = 8.9% Ped= .0 sec = .0% MVMT TOTALS N Approach E Approach S Approach W Approach Int , Param:Units RT TH LT RT TH LT RT TH LT RT TH LT Total AdjVol: vph 8 0 1 1 773 40 28 0 233 500 1529 17 3130 Wid/Ln:ft/# 0/0 14/1 0/0 0/0 24/2 12/1 12/1 0/0 12/1 0/0 24/2 0/0 g/C Rqd@C:% 0 8 0 0 25 19 8 0 20 0 62 0 g/C Used: % 0 24 0 0 69 69 24 0 24 0 69 0 SV @E: vph 0 339 0 0 2564 78 375 0 424 0 2306 0 6086 Svc Lvl:LOS C+ A B+ C+ C B B+ Deg Sat:v/c .00 .03 .00 .00 .30 .48 .08 .00 .55 .00 .89 .00 . 70 Avg Del:s/v .0 26.2 .0 .0 5.7 24 .9 26.7 .0 32 .3 .0 15.0 .0 14 .2 Tot Del:min 0 1 0 0 18 4 3 0 . 31 0 128 0 185 # Stops:veh 0 2 0 0 76 5 5 0 51 0 408 0 547 Max Que:veh 0 0 0 0 12 1 1 0 9 0 32 0 55 Max Que: ft 0 25 0 0 151 25 27 0 225 0 396 0 396 APPR TOTALS Int Param:Units N Approach E Approach S Approach W Approach Total AdjVol: vph . 9 814 261 2046 3130 Svc Lvl:LOS C+ A C B B+ Deg Sat:v/c .03 .31 .50 .89 70 Avg Del:s/v 26.2 6.6 31.7 15.0 14 .2 Tot Del:min 1 22 34 128 185 # Stops:veh 2 81 56 408 547 Max Que:veh 0 13 10 32 55 Max Que: ft 25 151 225 396 396 a 6 Jericho Avenue Development 06/13/** 144th Avenu 'SE/SE 128th Street 16: 39:43 2002 P.M. Peak Hour W/Project File JER-P3P SIGNAL94/TEAPAC[V1 L1.4] - Capacity Analysis Summary Intersection Averages: Degree of Saturation (v/c) .70 Vehicle Delay 9.6 Level of Service B+ Sq 11 I Phase 1 I Phase 2 I **/** + + A + + ++++ / \ <+ +> <++++ A ++++ **** v North <* +> ****> I * + **** * + v G/C= .231 G/C= .680 G= 20.8" G= 61.2" Y+R= 4.0" Y+R= 4.0" OFF= .0% OFF=27 .5% C= 90 sec G= 82.0 sec = 91. 1% Y= 8.0 sec = 8.9% Ped= .0 sec = .0% Lane (Width/ l g/C Service Rate Adj i HCM L 190% MaxGroup Lanes Reqd Used @C (vph) @E Volume v/c Delay S Queue N Approach 16.8 C+ ILT+TH+RTI 14/1 I .076 I .242 I 243 I 339 I 9 I .027 I 16.8 I C+ I 25 ftl S Approach 20 . 1 C 1 RT 12/1 LT ( 12/1 1 .084. 198 1 .242.242 1 273 314 1 375 424 1 28 233 1 .550.075 1 17 .0 20.4 1 *CC+ 1 27 225 ftftl E Approach 3.7 A I LTTH 12/1 12/1 24/2 1 . 191 1 .691.252 .691 1 256634 l 256478 1 740 74 1 .4776 1 2 7 .3 1 B+ 1 125 ftl W Approach 10.5 B ILT+TH+RTI 24/2 1 .617 1 .691 12306 12306 12046 1 .887 1 10 .5 I *B 1 396 ftl / rr . wY Form WA-5(6/76) O C�{ Commitment Face Page l� j�NN�NG COMMITMENT FOR TITLE INSURANCE AUG• ON 17 2000 ISSUED BYUty °( fin First 4 / /(&rjcan Title Insurance et t/zany FIRST AMERICAN TITLE INSURANCE COMPANY, herein called the Company, for valuable consideration, hereby commits to issue its policy or policies of title insurance, as identified in Schedule A, in favor of the proposed Insured named in Schedule A, as owner or mortgagee of the estate or interest covered hereby in the land described or referred to in Schedule A, upon payment of the premiums and charges therefor; all subject to the provisions of Schedules A and B and to the Conditions and Stipulations hereof. This Commitment shall be effective only when the identity of the proposed Insured and the amount of the policy or policies committed for have been inserted in Schedule A hereof by the Company, either at the time of the issuance of this Commitment or by subsequent indorsement. This Commitment is preliminary to the issuance of such policy or policies of title insurance and all liability and obli- gations hereunder shall cease and terminate six (6) months after the effective date hereof or when the policy or. policies committed for shall issue, whichever first occurs, provided that the failure to issue such policy or policies is not the fault of the Company. This Commitment shall not be valid or binding until countersigned by an authorized officer or agent. IN WITNESS WHEREOF, the Company has caused this Commitment to be signed and sealed, to become valid when countersigned by an authorized officer or agent of the Company, all in accordance with its By-Laws. This Commitment is effective as of the date shown in Schedule A as"Effective Date." I 7 _.'F� r 3. 1 • • N, First American Title Insurance Company C,1 �' • � PRESIDENT • •-•-, r'‘ BY SAL`-- WIENER 24, ° j r lno ° ss� g ATTEST ��` �°f� SECRETARY J1y y J°°° °• 6r Y�'�♦_ +4 { ` a .s' }'vvy'x BY COUNTERSIGNED• A A AI E (t First American Title Insurance Company 2101 FOURTH AVENUE, SUITE 800 * SEATTLE, WA 98121-9977 KING COUNTY TITLE UNIT - 2 FAX NO. (206) 448-6248 • MARCY SAVAGE SUSAN K. JONES HEATHER FITTA TITLE OFFICER TITLE OFFICER TITLE ASSISTANT (206) 728-7215 (206) 728-7211 (206) 615-3055 THIRD REPORT • ORDER NO. 504209-2 YOUR NO. NONE MCTIGHE • TO: ALAN N. TONNON, ESQ. 1500 114TH AVENUE S.E. SUITE 120 BELLEVUE, WA 98004 • SCHEDULE A 1. EFFECTIVE DATE: AUGUST 7, 2000 AT 7:30 A.M. PROPOSED INSURED: TO FOLLOW • 2. POLICY/POLICIES TO BE ISSUED: AMOUNT PREMIUM TAX STANDARD OWNER'S COVERAGE TO FOLLOW SPECIAL "EAGLE PROTECTION" COVERAGE IS AVAILABLE TO THE BUYER THROUGH FIRST AMERICAN FOR AN ADDITIONAL PREMIUM. PLEASE CONTACT YOUR TITLE OFFICER IF YOU HAVE ANY QUESTIONS ABOUT THIS ADDITIONAL COVERAGE. 3. THE ESTATE OR INTEREST IN THE LAND DESCRIBED ON PAGE 2 HEREIN IS FEE SIMPLE AND TITLE THERETO IS AT THE EFFECTIVE DATE HEREOF VESTED IN: DARWIN M. MCTIGHE, JAMES L. MCTIGHE, VIRGINIA MCELROY, JANICE BERRY AND JOHN R. MCTIGHE, AS THEIR SEPARATE LSTATES, AS THEIR INTERESTS APPEAR OF RECORD Page 1 DESCRIPTION ORDER NO. 504209-2 THE LAND REFERRED TO HEREIN IS DESCRIBED AS FOLLOWS : PARCEL A: EAST HALF OF SOUTHEAST QUARTER OF SOUTHWEST QUARTER OF SOUTHEAST QUARTER, LESS THE EAST 90 FEET OF THE WEST 120 FEET OF THE SOUTH 160 FEET, IN SECTION 10, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. , IN KING COUNTY, WASHINGTON. PARCEL B : EAST 90 FEET OF THE WEST 120 FEET OF THE SOUTH 160 FEET Off' THE EAST HALF OF THE SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER OF THE SOUTHEAST QUARTER, LESS COUNTY ROAD, IN SECTION 10, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. , IN KING COUNTY, WASHINGTON. THE DESCRIPTION CAN BE ABBREVIATED AS SUGGESTED BELOW IF NECESSARY TO MEET STANDARDIZATION REQUIREMENTS . THE FULL TEXT OF THE DESCRIPTION MUST APPEAR IN THE DOCUMENT (S) TO BE INSURED. SECTION 10, TOWNSHIP 23N, RANGE 5E, SE QUARTER SW QUARTER. r Page 2 SCHEDULE B - SECTION 1 REQUIREMENTS THE FOLLOWING ARE THE REQUIREMENTS TO BE COMPLIED WITH: _ ITEM (A) PAYMENT TO OR FOR THE ACCOUNT OF THE GRANTORS OR MORTGAGORS OF THE FULL CONSIDERATION FOR THE ESTATE OR INTEREST TO BE INSURED. ITEM (B) PROPER INSTRUMENT (S) CREATING THE ESTATE OR INTEREST TO BE INSURED MUST BE EXECUTED AND DULY FILED FOR RECORD. NOTE: EFFECTIVE JANUARY 1, 1997, AND PURSUANT TO AMENDMENT 'OF WASHINGTON STATE STATUTES RELATING TO STANDARDIZATION OF RECORDED DOCUMENTS, THE FOLLOWING FORMAT AND CONTENT REQUIREMENTS MUST BE MET. FAILURE TO COMPLY MAY RESULT IN REJECTION OF THE DOCUMENT BY THE RECORDER. FORMAT: MARGINS TO BE 3" ON TOP OF FIRST PAGE, 1" ON SIDES AND BOTTOM - 1" ON TOP, SIDES AND BOTTOM OF EACH SUCCEEDING PAGE . FONT SIZE OF 8. POINTS OR LARGER AND PAPER SIZE OF NO MORE THAN 8 1/2" BY 14" . NO ATTACHMENTS ON PAGES SUCH AS STAPLED OR TAPED NOTARY SEALS; PRESSURE SEALS MUST BE SMUDGED. INFORMATION WHICH MUST APPEAR ON THE FIRST PAGE: TITLE OR TITLES OF DOCUMENT. IF ASSIGNMENT OR RECONVEYANCE REFERENCE TO AUDITOR' S FILE NUMBER OF SUBJECT DEED OF TRUST. NAMES OF GRANTOR(S) AND GRANTEE (S) WITH REFERENCE TO ADDITIONAL NAMES ON FOLLOWING PAGE (S) , IF ANY. ABBREVIATED LEGAL DESCRIPTION (LOT, 'BLOCK, PLAT NAME OR SECTION, TOWNSHIP, RANGE AND QUARTER QUARTER SECTION FOR UNPLATTED) . ASSESSOR' S TAX PARCEL NUMBER (S) . RETURN ADDRESS WHICH MAY APPEAR IN THE UPPER LEFT HAND 3 " TOP MARGIN. Page 3 • • •r SCHEDULE B - SECTION 2 GENERAL EXCEPTIONS THE POLICY OR POLICIES TO BE ISSUED WILL CONTAIN EXCEPTIONS TO THE FOLLOWING UNLESS THE SAME ARE DISPOSED OF TO THE SATISFACTION OF THE COMPANY. A. TAXES OR ASSESSMENTS WHICH ARE NOT SHOWN AS EXISTING LIENS BY THE RECORDS OF ANY TAXING AUTHORITY THAT LEVIES TAXES OR ASSESSMENTS ON REAL PROPERTY OR BY THE PUBLIC RECORDS . B . ANY FACTS, RIGHTS, INTERESTS, OR CLAIMS WHICH ARE NOT SHOWN BY THE PUBLIC RECORDS BUT WHICH COULD BE ASCERTAINED BY AN INSPECTION OF SAID LAND OR BY MAKING INQUIRY OF PERSONS IN POSSESSION THEREOF. C. EASEMENTS, CLAIMS OF EASEMENT OR ENCUMBRANCES WHICH ARE NOT SHOWN BY THE PUBLIC RECORDS . D. DISCREPANCIES, CONFLICTS IN BOUNDARY LINES, SHORTAGE IN AREA, ENCROACHMENTS, OR ANY OTHER FACTS WHICH A CORRECT SURVEY WOULD DISCLOSE, AND WHICH ARE NOT SHOWN BY PUBLIC RECORDS . E. (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; WHETHER OR NOT THE MATTERS EXCEPTED UNDER (A) , (B) OR (C) ARE SHOWN BY THE PUBLIC RECORDS; (D) INDIAN TRIBAL CODES OR REGULATIONS, INDIAN TREATY OR ABORIGINAL RIGHTS, INCLUDING EASEMENTS OR EQUITABLE SERVITUDES . F. ANY LIEN, OR RIGHT TO A LIEN, FOR SERVICES, LABOR OR MATERIAL THERETOFORE OR HEREAFTER FURNISHED, IMPOSED BY LAW AND NOT SHOWN BY THE PUBLIC RECORDS. G. ANY SERVICE, INSTALLATION, CONNECTION, MAINTENANCE, CONSTRUCTION, TAP OR REIMBURSEMENT CHARGES/COSTS FOR SEWER, WATER, GARBAGE OR ELECTRICITY. H. DEFECTS, LIENS, ENCUMBRANCES, ADVERSE CLAIMS OR OTHER MATTERS, IF ANY, CREATED, FIRST APPEARING IN THE PUBLIC RECORDS OR ATTACHING SUBSEQUENT TO THE EFFECTIVE DATE HEREOF BUT PRIOR TO THE DATE THE PROPOSED INSURED ACQUIRES OF RECORD FOR VALUE THE ESTATE OR INTEREST OR MORTGAGES THEREON COVERED BY THIS COMMITMENT. Page 4 1, SCHEDULE B - SECTION 2 CONT. SPECIAL EXCEPTIONS ORDER NO. 504209-2 1 . LIEN OF THE REAL ESTATE EXCISE SALES TAX AND SURCHARGE UPON ANY SALE OF SAID PREMISES, IF UNPAID. AS OF THE DATE HEREIN, THE EXCISE TAX RATE FOR UNINCORPORATED KING COUNTY IS 1 .78% . LEVY CODE: 4342 2 . GENERAL TAXES. THE FIRST HALF BECOMES DELINQUENT AFTER APRIL 30TH. THE SECOND HALF BECOMES DELINQUENT AFTER OCTOBER 31ST. YEAR: 2000 AMOUNT BILLED: $1, 862 . 87 AMOUNT PAID: $ 931.44 AMOUNT DUE: $ 931.43, PLUS INTEREST AND PENALTY, IF DELINQUENT TAX ACCOUNT NO. : 102305-9035-06 ASSESSED VALUE OF LAND: $123, 000 . 00 ASSESSED VALUE OF IMPROVEMENT: $18, 000 . 00 , (AFFECTS PARCEL A) 3 . GENERAL TAXES. THE FIRST HALF BECOMES DELINQUENT AFTER APRIL 30TH. THE SECOND HALF BECOMES DELINQUENT AFTER OCTOBER 31ST. YEAR: 2000 AMOUNT BILLED: $1,535.44 AMOUNT PAID: $ 767 .72 AMOUNT DUE: $ 767 .72, PLUS INTEREST AND PENALTY, IF DELINQUENT TAX ACCOUNT NO. : 102305-9167-06 ASSESSED VALUE OF LAND: $52, 000 . 00 ASSESSED VALUE OF IMPROVEMENT: $47, 000 . 00 (AFFECTS PARCEL B) 4 . FACILITY CHARGES, IF ANY, INCLUDING BUT NOT LIMITED TO HOOK-UP, OR CONNECTION CHARGES AND LATECOMER CHARGES FOR WATER OR SEWER FACILITIES OF CITY OF RENTON AS DISCLOSED BY INSTRUMENT RECORDED JUNE 21, 1996 UNDER RECORDING NO. 9606210966 . Page 5 SCHEDULE B - SECTION 2 CONT. ORDER NO. 504209-2 5 . DEED OF TRUST AND THE TERMS AND CONDITIONS THEREOF: GRANTOR: JAMES L. MCTIGHE, JOHN R. MCTIGHE, DARWIN M. MCTIGHE, VIRGINIA MCELROY AND JANICE BERRY TRUSTEE : PACIFIC NW TITLE COMPANY BENEFICIARY: BOEING EMPLOYEE'S CREDIT UNION AMOUNT: $25, 000 . 00 DATED: OCTOBER 28, 1999 RECORDED: NOVEMBER 12, 1999 RECORDING NO. : 19991112000286 (AFFECTS PARCEL B) 6 . ACCORDING TO THE APPLICATION FOR TITLE INSURANCE, TITLE IS TO VEST IN PERSONS NOT YET REVEALED AND WHEN SO VESTED WILL THEN BE SUBJECT TO MATTERS DISCLOSED BY A - SEARCH OF THE RECORDS AGAINST THEIR NAMES . !` 7 . EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN: RECORDED: JUNE 5, 1946 RECORDING NO. : 3575591 IN FAVOR OF: THE PACIFIC TELEPHONE AND TELEGRAPH COMPANY FOR: POLE LINE AFFECTS : THE LEGAL DESCRIPTION CONTAINED IN SAID EASEMENT IS NOT SUFFICIENT TO DETERMINE ITS EXACT LOCATION WITHIN SAID PREMISES 8 . EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN: RECORDED: DECEMBER 4, 1986 RECORDING NO. : 8612040782 IN FAVOR OF: KING COUNTY FOR: DRAINAGE AFFECTS : SOUTH 3 FEET OF PARCEL B 9 . EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN: RECORDED: JULY 14, 1987 RECORDING NO. : 8707141025 IN FAVOR OF: KING COUNTY FOR: UTILITY AND DRAINAGE EASEMENT AFFECTS : THE SOUTH 3 FEET OF PARCEL A Page 6 SCHEDULE B - SECTION 2 CONT. ORDER NO. 504209-2 10 . EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN:. RECORDED: APRIL 11, 1988 RECORDING NO. : 8804110410 IN FAVOR OF: PUGET SOUND POWER AND LIGHT COMPANY, A WASHINGTON CORPORATION FOR: ELECTRIC TRANSMISSION AND/OR DISTRIBUTION SYSTEM AFFECTS : THE SOUTH 10 FEET NOTE #1 : THE SITUS ADDRESS OF THE PROPERTY HEREIN DESCRIBED IS : 14328 SOUTHEAST 128TH STREET RENTON, WA 98059 NOTICE: "THE COMPANY EXPRESSLY DISCLAIMS ANY LIABILITY RESULTING FROM DATE FIELD RELATED COMPUTER PROCESSING ERRORS, INCLUDING WITHOUT LIMITATION, 'YEAR 2000' ERRORS, OF THIRD PARTIES UPON WHOM THE COMPANY DEPENDS IN PROCESSING INFORMATION NECESSARY TO ACT AS THE SETTLEMENT AGENT AND/OR INSURE THE TRANSACTION. THIS NOTE IS FOR INFORMATION PURPOSES ONLY; IT WILL NOT BE CARRIED OVER INTO ANY TITLE POLICY AND WILL NOT BE CONSTRUED IN ANY WAY TO MODIFY OR LIMIT ANY POLICY WHICH IS ISSUED PURSUANT TO THIS COMMITMENT" . - A FEE WILL BE CHARGED UPON THE CANCELLATION OF THIS COMMITMENT PURSUANT TO THE WASHINGTON STATE INSURANCE CODE AND THE FILED RATE SCHEDULE OF THE COMPANY. END OF SCHEDULE B RF/PB Page 7 SCHEDULE B - SECTION 2 CONT. ORDER NO. 504209-2 CC: JOHN MCTIGHE 24929 267TH AVENUE SOUTHEAST RAVENSDALE, WASHINGTON 98051 CC: JAMES MCTIGHE 29820 ISSAQUAH FALL CITY ROAD FALL CITY, WASHINGTON 98024 CC: BAIMA & HOLMBERG 100 FRONT STREET SOUTH ISSAQUAH, WA 98027 ATTN: BONNIE • • Page 8 -,}s- '1 / 'N ORDER NO. —0 G/.Pa 9 NOTICE SUBDIVISION A This Sketch is furnished as a courtesy only by First American RCDG NO./VOL & PG. ,Ai' A 9/r- -,...✓ %'o-y s` Title Insurance Company and it is NOT a part of any title N OTR-sr' SEC_1Q TWNSHP a!N RNG ,5-1 commitment or policy of title insurance. 1 This sketch is furnished solely for the purpose of assisting in (A` locating the premises and does not purport to show all highways,. °% W • '-?.. , • E • roads,or easements affecting the property. No reliance should - be placed upon this sketch for the location or dimensions of the i ` property and no liability is assumed for the correctness thereof. 1 s •.........e r: ... 3 _. .,r. �I, 2�as t�/ .. .s • •'a` h I` I • LOr : • I ty ' •`J ,Q .i.. I ii8J434 _ I ,.i • Ib I,, iN ,,, - t 3.,1 _ ✓ 1 -e ":"1 i \ ` 'IBA •�I .•.. • • • II F I va. IC 3'" I P o v w ,�.r • .;,s, I 1231 .� /ZS'3 2,5 a. I 0 o.Te• 1l n, I I .Bc• s.♦ t. nr as-<o-e 3�* ., ,,•I� LOT / I . --- /moo I _ LOT 2 LOT 3 • tin t, r 246 r1 I t f•, .i I Ta KC SP 776 04 REV. —7904120866 • -dm Lai Tr:a L x'�` E _ ¢e __ °�c v 19 v 'so V. P c °C'!9 s 23. to o•® 4 s O'� 30 9/ 1. c 1® I • N I 4.....- D l� /SO.7S a>s.'q .' L£o• — _ IRO l,+.os Is.J7— /Je./S ' /H 75 !Oa 4? I J3o v- I,: 'n T. /S!.ZS. •• o `' ? ,4'*‘. 3� a . B . y r . ...Pe. ' ,..1, 41 H •\ / • iiS 36 Aw. 33p'. 4 '` ^ 6 69 /6 1^ - . / .r — — Q 9 a ........ .Osw: Z .. ° LOT ? • 4 // g.... I ti b /Jt. $ 65 • 1© /2 V • 4 1 4 Pic ,.. a • �,5 ,1OT I w5 21 p -- /3soc° .• • a 1.'--`I y ebA, 'm 1�A�t 1 t. Z • 5- so tio ts••> �o >e 00.1-. JO ./!o ___ M.,/[sJ • ° 1SS.,.� .. G ♦TS/ I/ 1tJ/ •7 SJ /! '� 1l!/ / _ I S E. 128 TH. ST. a I 14 4 . ff Mo4/fo/d ills NY/»;aSd /Ins �wrs ran .a9G'.V") oar diic. n� a .5..//.s. n ..gre.v1/ as • l Form No. 1755 Commitment,Conditions and Stipulations • COMMITMENT Conditions and Stipulations 1. The term "mortgage," when used herein, shall include deed of trust, trust deed, or other security instrument. 2. If the proposed Insured has or acquires actual knowledge of any defect, lien,encumbrance,adverse claim or other matter affecting the estate or interest or mortgage thereon covered by this Commitment other than those shown in Schedule B hereof, and shall fail to disclose such knowledge to the Company in writing,the Company shall be relieved from liability for any loss or damage resulting from any act of reliance hereon to the extent the Company is prejudiced by failure to so disclose such knowledge. If the proposed Insured shall disclose such knowledge to the Company, or if the Company otherwise acquires actual knowledge of any such defect, lien, encumbrance, adverse claim or other matter, the Company at its option may amend Schedule B of this Commitment accordingly, but such amendment shall not relieve the Company from liability previously incurred pursuant to paragraph 3 of these Conditions and Stipulations. 3. Liability of the Company under this Commitment shall be only to the named proposed Insured and such parties included under the definition of Insured in the form of policy or policies committed for and only for actual loss incurred in reliance hereon in undertaking in good faith (a) to comply with the requirements hereof, or (b) to eliminate exceptions shown in Schedule 13, or (c) to acquire or create the estate of interest or mortgage thereon covered by this Commitment. In no event shall such liability exceed the amount stated in Schedule A for the policy or policies committed for and such liability is subject to the Insuring provisions, exclusion from coverage, and the Conditions and Stipulations of the form of policy or policies committed for in favor of the proposed Insured which are hereby incorporated by reference and are made a part of this Commitment except as expressly modified herein. 4. Any claim of loss or damage, whether or not based on negligence, and which arises out of the status of the title to the estate or interest or the lien of the insured mortgage covered hereby or any action asserting such claim, shall be restricted to the provisions and conditions and stipulations of this Commitment. r Qc9 Printed on Recycled Paper • P • • • • AMER ...;,osior°10` • .or • ; $‘\*. New 1g- - • ••4 ---- 'Nkkh‘N IA:t D EV G 14. AUG 1 7 2000 RECEIVED First American Title Insurance Company F° rir17 R11 d LI= Lf.Y" COPIES OF DOCUMENTS • • ` 0 • When recorded, mail to: • O'BRIEN & HOLT . P.O. Box 1317 Issaquah, WA 98027 QUIT CLAIM DEED THE GRANTOR, GRACE M. MCTIGHE, for and in the consideration of love and affection for her children, conveys and Quit Claims to DARWIN M. MoTIGHE, JAMES L. McTIGHE, VIRGINIA MCELROY, JANICE BERRY, and JOHN R. MCTIGHE, as their separate estates each to receive an undivided one-fifth interest in the grantor's undivided one- halfi interest in the following described real estate, S I situated in the County of King, State of Washington together with all afteracquired title of the grantors therein. Parcel Number: 102305-9035 • East half of Southeast quarter of Southwest ' quarter of Southeast quarter, less the East 90 feet of the West 120 feet, in Section 10, Township CC 23 North, in Range 05 East, W.M.; N Situate in the County of King, State of O Washington. • CNJ Subject to easements and reservations of record. r • .` dove DATED this ! day of Get 1991. ` H -t2-c.(2 ';l J GRACE M. McTIGHE r R R STATE OF WASHINGTON ) ss. COUNTY OF KING ) • ' On this day personally appeared before me GRACE M. McTIGHE to me known to be the individual described in an who executed the within and foregoing instrument, and • acknowledged that she signed the same as her free and : voluntary act and deed, for the uses and purposes therein • mentioned. Mo�tem0:r VEN under my hand and official seal th. �, 1991. - NOTARY PU a for the ( ( state of sh nyto residing in King County. S. My commission expires:CZ-A235. .. .`-1- . ` �.,- �,'fili4 - yJ: !(y N O V 1 4 R EC'D • When recorded, mail to: O'BRIEN & BOLT • I P.O. Box 1317 Issaquah, WA 98027 i 1 • QUIT CLAIM DEED THE GRANTOR; GRACE H. MoTIGHE, for and in the consideration of love and affection for her children, conveys' and Quit Claims to DARWIN M. McTIGHE, JAMES L. McTIGHE, VIRGINIA MOELROY, JANICE BERRY, and JOHN R. s McTIGHE, as their separate estates each to receive an undivided one-fifth interest in the grantor's undivided one- half interest in the following described real estate, .1 situated in the County of King, State of Washington together > with all afteracquired title of the grantor therein. Parcel Number: 102305-9167 1 . East 90 feet of the West 120 feet of the South 160 feet of the East half of the Southeast quarter of `_i 0-; the Southwest quarter of the Southeast quarter, _ 00 less County Road, in Section 10, Township 23 � North, in Range 05 East, W.M.; .• e Situate in the County of King, State of Washington. • s C7) Subject to easements and reservatilons of record. 1 5. DATED this R day of ec bee..z� 1991. --�'-tt'C.,,. J--s- 7,-r `_ `-C-42. , • 4 GRACE M. McTIGHt 1-7 5 STATE OF WASHINGTON ) • _ ) ss. COUNTY OF KING ) • 5 . C ,'_ On this day personally appeared before me GRACE H. • • McTIGHE to me known to be the individual described in an who executed the within and foregoing instrument, and , ' acknowledged that she signed the same as her free and • voluntary act and deed, for the uses and purposes therein mentioned. n u ,�a,,m, VEN my hand and off ial seal this /��day of G a 1. !jam f E NOTARY • and for the 1 • W state of shington residing in King County. I. • My commission expires:9--/Q-95 t • cn 0 u ;.fit$ 1- '';':1 al k - '..- :2 fir.. .1!i0•i.'•:77i _""' .ISO 1 °i ,1 • When recorded, mail to: J O'BRIEN L HOLT P.O. Box 1317 Issaquah, WA 98027 .? .QUIT CLAIM DEED . THE GRANTORS, JOHN R. NcTIGHE, JAMES L. McTIGHE, VIRGINIA McELROY, AND JANICE BERRY, co-executors and co- S. , executrixes of the Estate of MICHAEL F. McTIGHE, for and in „ the consideration of distribution of inheritance pursuant to .I King County Probate No. 91-4-01574-8 conveys and Quit Claims 2; to DARWIN M. MCTIGHE, JAMES L. McTIGHE, VIRGINIA McELROY, i JANICE BERRY, JOHN R. McTIGHE, as their separate estates each to receive an undivided one-fifth interest in the 4. decedent's undivided one-half interest in the following ,; described real estate, situated in the County of King, State .4 of Washington' together with all afteracquired title of the 11 ,W grantors therein. 'o 'Parcel Number: 102305-9035 .w; ,m N East half of Southeast quarter 'of Southwest :LL; quarter of Southeast quarter, less the East 90 _p CV feet of the West 120 feet, in Section 10, Township - ,ti CO 23 North, in Range 05 East, W.M.; P. :L CT) Situate in the County of King, State of ' o Washington. . to 1- Subject to easements and reservations of record. 0 , w. RATED this�y (C( A day of August, 1991. w J�Put R //1,j,; , C�i r_.•c�.a !F4 �� /,1 N R. McTIGHE / AMES L. lfoTIGE / V N Co-Executor CoCo-Executor "ij .. VIRQ NIA McELROY J CE M. BERRY i' Coecutrix Co xecutrix STATE OF WASHINGTON ) i, -., ) ss. COUNTY OF KING ) ' J On this day personally appeared before me JOHN R. . McTIGHE to me known to be the individual described in an who la I executed the within and foregoing instrument, and acknowledged that he signed the same as his free and a voluntary act and deed, for the uses and purposes therein 1 mentioned. • ', it t r " J 4 R. McTIGHE h C. Executor GIVEN under my hand and official seal this /7 day of -1- Ei2O9856 09/25/19910 RI G A i .00 :} I • ad-,.,„-, (77,0(56.„. i . NOTARY PUBLIC in and for the • State of Washin9tor} residing at: .%).u..svyC AMy commission expires: 6749,(93 • STATE OF WASHINGTON ) `t ss. :I COUNTY OF KING ) On this day personally appeared before me JAMES L. • MCTIGHE to ma known to be the individual described in an who executed the within and foregoing instrument, and i acknowledged that he signed the same as his free and ; z I voluntary act and deed, for the uses and purposes therein 1 • mentioned. n,I11 CI. fI� TZ 8 L. McTIGEE _ oo-Executor GIVEN under my hand and official� seal thi/s�/J4% day of f- - 71t- t Ci�t(Ji g 1991. 9cU i Xa -3z w m, NOTARY PUBLIC to residing for the ▪o; State f Washi toap residing �" at: lm CD My commission expires: . /27/y� • to▪ . N STATE OF WASHINGTON ) , _a•• ) ss. J▪ • N COUNTY OF RING ) _Q .: Ci On this day personally appeared before me VIRGINIA _w — McELROY to me known to be the individual described in an who ; executed the within and foregoing ' instrument, and _0 ' acknowledged that she signed the same as her free and '~ voluntary act and deed, for the usesf and purposes therein i m mentioned. J . o •.. VIRGGIA HCELROY ,•.-11.. ... )1/072Y? 4, • . 1- Co-Ex6cutrix I° under my hand and of ial seal thi /�9 day of ' 1991. ,lj� NOTARY PUBLIC in and for the ; • State o Washin on residing �, at: My commission expires: 50:3 • • STATE OF WASHINGTON ) r: ) ss. ., COUNTY OF KING ) • On this day personally appeared before me JANICE BERRY to me known to be the individual described in an who . executed the within and foregoing instrument, and . acknowledged that she signed the same as her free and voluntary act and deed, for the uses and purposes therein mentioned. C Q JAN E BERRY Co- ecutrix • -2- ' — .. - . . . ' 73.T.;!-'1 '• . . . . . .. I.' e7 X' ( ff,./I,Jtunder.my hand and official seal this /7 day of 001.4,661,- • drzoi ,,.... 1 'ol'ARY PUBLIC i and for the q State g Washin ton residing ii at: (7'41.4-Fit-r q by commission expires: ._!., ,..ii .. . . . , . . . . . ! . . .,.., ...., . . z .., :.-...• . . . z z .. = _ . . . ::• • J • ' I _.---- ..li- .1 x 7 , Jo J 0;- )C5! C= ! .1.a, gct• 1 CQ}- - — _▪0 NJ .- • c) ..._ ••,c = •:cz CT) . 1 Li . :F. . :0 I . I- Li X CI . . . . Ul I-, I- : .-/ , • . .'.- . I..' ..., .. t.; . . ••;4',. l'. ., . .7.. ,k1 ., if • ,. .. , .r• •; ' . .. 1 . ';• -.. 1 . . f - , . . , . t A ' . . I'-‘61.. n/.:..-.::,-•••.-':,/i. _: `,..' 41'L''..1 - 4'; _ :n.,.,;''' . ,-., ,. ":.:_:;-..-1.1.j.2 :: --,-:.. .•- ..1":7-: 7....--:--::7,";:.:......!::::.''::!. :'.-17... .. li rws I 1 1 1 When recorded, mail to: 1 O'BRIEN 6 HOLT'P.O. Box 1317 Issaquah, WA 98027 ' _...� QUIT CLAIM DEED I ' THE GRANTORS, JOHN R. MCTIGHE, JAMES L. MCTIGHE, ▪ 1 VIRGINIA McELROY, AND JANICE BERRY, co-executors and co- 1 CZ 1 executrixes of the Estate of MICHAEL F. MCTIGHE, for and in -4 ' the consideration of distribution of inheritance pursuant to x King County Probate No. 91-4-01574-8 conveys and Quit Claims f to DARWIN M. MCTIGHE, JAMES L. MCTIGHE, VIRGINIA McELROY, JANICE BERRY, JOHN R. McTIGHE, as their separate estates = each to receive an undivided one-fifth interest in the z decedent's undivided one-half interest in the following ;,ry described real estate, situated in the County of King, State •; = of Washington together with all afteracquired title of the , w grantors therein. 4 n• o, Jo. Parcel Number: 102305-9167 �o _ • x ad' East 90 feet of the West 120 feet of the South 160 ~ •' CV feet of the East half of the Southeast quarter of =o LT) the Southwest quarter of the Southeast quarter, �›. less County Road, in Section 10, Township 23 _J CDNorth, in Range 05 East, W.M.; =v O� Situate in the County of King, State of _w Washington. ▪ - -0 � Subject to easements and reservations of record. > 5 �o DATED this ICIday of August, 1991. 4 2IF ',/) 17 C?/) R. MCTIGH _F.. / AMES L. McTIGEE "" OCo-Executor Co-Executor i NIA McELROY VV/�� J CE M. E Ylil t Co- xecutrix C Executrix STATE OF WASHINGTON ) L SS. r1 COUNTY 'OF KING ) on this day personally appeared before me JOHN R. MCTIGHE to me known to be the individual described in an who • executed the within and foregoing instrument, and acknowledged that he signed the same as his free and ' voluntary act and deed, for the uses and purposes therein mentioned. ak R. MCTIGHE I•. --Executor GIVEN under my hand and official seal this /7 day of ' ; I: F -1- n: Ei2o9B57 09/25/1991 p R I&,IN1 L ,DO r`�• • `. . I (,(',L(gad' , 1991. TAARY PUBIC in an�he state of Washington residing ; at: ..-, 1 My commission expires: „�-/ k.5 STATE OF WASHINGTON ) ) ss. COUNTY OF KING ) On this day personally appeared before me JAMES L. i MCTIGHE to me.known to be the individual described in an who ti' executed the within and foregoing instrument, and i ,_ acknowledged that he signed the same as his free and z voluntary act and deed, for the uses and purposes therein s . mentioned. L f.! a L.. BoTIGad� `% __ Co-Executor •1 z GIVEN under my hand and official seal th/iss��/9 day of - z �` / , 1991. & -n "� i w y u• , OTARY PUBLIC in and for the ;i -'g .State f Washingto residing -.L, at: it m•� 1 F My commission expires: o�,19.3 j j to STATE OF WASHINGTON ) j lam • ) ss. _� _ COUNTY OF RING ) j -< ::: CV On this day personally appeared before me VIRGINIA _w Ln MCELROY to me known to be the individual described in an who :i- CV executed the within and foregoing instrument, and il '-oICr) acknowledged that she signed the same as her free and i~1CD — voluntary act and deed, for the uses and purposes therein • i= CT) mentioned. ` - ( 5. Jci t411RG, IA ?lcELROY i':. _M Co-E ecutrix /� GIVEN under my hand and official seal this // day of '[L - , 1991. ' • ei4-1 if NOTARY PUBLI in and for the s State pf Washin to residing My:commission expires: 7y.3 _Y t STATE OF WASHINGTON ) ss. • • COUNTY OF KING ) • , I On this day personally appeared before me JANICE BERRY to me known to be the individual described in an who executed the' within and foregoing instrument, and - acknowledged that she signed the same as her free and Y. voluntary act and deed, for the uses and purposes therein mentioned. CQ I, � p11l1.� f. JANiYt.;BERRY Co- utrix . -2- • GIVEN under my hand and official seal this / y of /r 9' da �/, 19 91. • OTP.RY PUBLIC in and for the s State of Washin on residing :a at: My commission expires: • • • t i L• • J▪2 l J▪O 4 lil• .. ,�. N =u. o: Ln ▪J O C d •s • ;w • i oI • a ?` • • • -3- • •CYf41,.. .•. 'Ac . r 1 . • :2: , 4 When recorded, mail to: O'BRIEN 6 BOLT P.O. Box 1317 Issaquah, WA 98027 QUIT CLAIM DEED - THE GRANTOR, GRACE M. MoTIGHE, by her attorney in fact, ,j' JOHN R. McTIGHE, for and in the consideration of love and ,:a z affection for her children, conveys and Quit Claims to .y n DARWIN M. MCTIGHE, JAHES L. MoTIGBE, VIRGINIA MCELROY, = JANICE BERRY, and JOHN R. MoTIGHE, as their separate estates • each to receive an undivided one-fifth interest in the , s grantor's undivided one-half interest in the following ;°i = described real estate, situated in the County of King, State & of Washington together with all afteracquired title of the ;i grantors therein. <f: 'If Parcel Number: 102305-9035 '▪C East half of Southeast quarter of Southwest '•'E -,� quarter of Southeast quarter, less the East 90 f'' -O.-. § feet of the West 120 feet, in Section 10, Township 1"y ▪ _ 23 North, in Range 05 East, W.M.; i; 51 ,-� — Situate in the county of King, State of Y Washington. -a :c, Subject to easements and reservations of record. .w -= D•TED this ( , .ay of October, 1991. : )� Q 2V1( 3 o J.:1 R. MCTIGHE, A;.orney in Fact f. GRACE M. MCTIG:': Q 1- STATE OF WASHINGTON ) {:, ) ss. •fi i i COUNTY OF KING ) ''K' . E{ . On this day personally appeared before me JOHN R. k g McTIGHE to me known to be the individual described in an who ti executed the within and foregoing instrument, and -• acknowledged that he signed the same as his free and �, '� voluntary act and deed, for the uses and purposes therein i = mentioned. gi,,, e -nuii , J R. MoTIGHE o g A orney in Fact t r GRACE H. MoTIGH • u ,o . o a GIVEN under my hand and official seal this 7/1{ day of z a October, 1991. x / _ U NOTARY PURL tC�i(//and, or the . State of Washington residing is v 2 in King County. V �� �.3 a-; My commission expires: I . , -1- o Eiai2i7B 10/09/1991 .00 .00 • 4 . H When recorded, mail to: O'BRIEN & HOLT j P.O. Box 1317 i Issaquah, WA 98027 QUIT CLAIM DEED •-0 \f THE GRANTOR, GRACE H. MoTIGHE, by her attorney in fact, JOHN R. MoTIGHE, for and in the consideration of love and z affection for her children, conveys and Quit Claims to DARWIN M. MCTIGHE, JAMES L. MCTIGHE, VIRGINIA MoELROY, _ JANICE BERRY, and JOHN R. MoTIOKE, as their separate estates - each to receive an undivided one-fifth interest in the i grantor's undivided one-half interest in the following = described real estate, situated in the County of King, State r . of Washington together with all afteracquired title of the x • grantor therein. J F- Z n_ Parcel Number: 102305-9167 03 Jo - East 90 feet of the West 120 feet of the South 160 ;W feet of the East half of the Southeast quarter of ,= CD the Southwest quarter of the Southeast quarter EL.. .— less County Road, in Section l0, Township 23 =m North, in Range 05 East, W.M.; ,N ...... Situate in the County of King, State of -‹ Washington. a .z Subject to easements and reservations of record. 0 k W DATED this 7. y of October, 1991. , . £ k -0 J•'r: R. MCTIGHE, At rney in Fact -., f•�'GRACE M. HOTIG K' i STATE OF WASHINGTON ) I' ss. is COUNTY OF KING ) Iw On this day personally appeared before me -JOHN R. �' . MoTIGHE to me known to be the individual described in an who ;, executed the within and foregoing instrument, and :, acknowledged that he signed the same as his free and e. voluntary act and deed, for the uses and purposes therein r s mentioned. / R c,J . 2 1 HN R. MoTIGHE E •ttorney in Fact or GRACE H. MCTIGHE .. GIVEN under my hand and official seal this Ve day of w October, 1991. / „"a O ARY UBLIC nand for the Al State of Washington residing - • in King County. My commission expires: I- 4. S 3 s -1- Ei2i2179 i0/O9/i991 .00 .00 CERTIFICATE g WHEN RECORDED RETURN TO I,the 4 :;crsig ned, 64-77: Clerk of the .7 Office of the city_rk City of Renton, V`,'a3hington, certify that this is a true Renton Municip"I building gr., - 200M't avenu6South and correct copy of % - f.- . �• - ._ Rentot /A 9b0ER cf, Subscribed and Sea!-. + ' •/A� 4 of.. f'j6 g9_4 • ( 'erk _ CITY OF RENTON, WASHINGTON m ORDINANCE NO. 4612 a AN ORDINANCE OF TEE CITY OF RENTON, WASHINGTON, -4 1---ESTABLISHING AN ASSESSMENT DISTRICT FOR SANITARY SEWER e . SERVICE IN A PORTION OF THE SOUTH HIGHLANDS, HEATHER DOWNS, AND MAPLEWOOD SUB-BASINS AND ESTABLISHING THE s AMOUNT OF THE CHARGE UPON CONNECTION TO THE FACILITIES. iW : a fi THE CITY COUNCIL OF THE CITY OF RENTON, WASHINGTON, DO ORDAIN x ik I5: AS FOLLOWS; E SECTION I, There is hereby created a Sanitary Sewer g Service Special Assessment District for the area served by. the East y g Renton Sanitary Sewer Interceptor in the northeast quadrant of the • Y ' 0 City of Renton and a portion of its urban growth area within Count which area is mare articularly t unincorporated King y, P g ____ i 40 described in Exhibit "A" attached hereto. A map of the service 1 Cr) area is attached as Exhibit "B." The recording of this document is i 1 ito provide notification of potential connection and interest charges. While this connection charge may be paid ,at any time, the City does not require payment until such time as the parcel is I connected to and thus benefiting from the sewer facilities. The 1 property may be sold or in any other way change hands without triggering the requirement, by the City, of payment of the charges • associated with this district. . . • 5 . SECTIW II. Persons connecting to the sanitary sewer R }; facilities in this Special Assessment District and which properties ORIIINANCE 4 612 have not been charged or assessed with all costs of the East Renton Sanitary Sewer Interceptor, as detailed in this ordinance, shall pay, in addition to the payment of the connection permit fee and in addition to the system development charge, the following additional fees: A. Per Unit Charge. . New connections of residential dwelling • • i units or equivalents shall pay a fee of $224.52 per dwelling unit t . and all other uses shall pay a unit charge of $0.069 per square 1 foot of property. Those properties included within this Special i Y Assessment District and which may be assessed a charge thereunder fi f . are included within the boundary legally described in Exhibit "A" e 01 and which boundary is .shown on the map attached as Exhibit "B." 1 3 1 v a 04 SECTION III_ In addition to• the aforestated charges, there CD shall be a charge of 4 .11$ per annum added to the Per Unit' Charge. R The .interest charge shall accrue for no more than ten (10) years 1 Afrom the date this ordinance becomes effective. Interest charges will be simple interest and not compound interest. i f SECTION IV. This ordinance shall be effective upon its passage, approval, and thirty (30) days after publication`. i PASSED BY THE .CITY COUNCIL this' 10th day of June ,,.. 1996 . i 1 1 Marilyn J etersen; City Clerk 2 . I <a 1 . . . k ORDINANCE 4612 - APPROVED BY THE MAYOR this lath day of June • Jes; Tanner, Mayor Approve as to form: . rt-tu--•'%atik-e--P afrAltd-orvQ2-40-- t Lawrence J. Warren, City Attorney ft Date of Publication: 6/14/96 ORD.576:5/20/96:as. • 1 . . 1 1 3 . t 1 fD v ! 1 i QD B CI CP '4 ! 04 g g . , i Q.0 CI i . . 1 i i , 1 i I 1 • , . A . . g . i t X 3 1. 1 . Exhibit A LEGAL DESCRIPTION OF THE SPECIAL ASSESSMENT DISTRICT . FOR THE CITY OF RENTON-EAST RENTON INTERCEPTOR Portions of Sections 8, 9, 10, 11, 14, 15, 16, 17, 21 and 22 all in Township 23N, , Range 5E W.M. in King County, Washington 1 Section 8,Township 23N,Range 5E W.M. - All of that portion of Section 8, Township 23N, Range 5E W.M. lying Fast of the East right-of-way line of SR-405 and South of the following described line: fc Beginning at the intersection of the East line of said Section 8 with the centerline of NE 7th Street; thence Westerly along said centerline of NE 7th Street to its 1� intersection with the centerline of Sunset Boulevard NE; thence Northerly along v the centerline of Sunset Boulevard NE to the North line of the Southeast 14 of s said Section 8; thence West along said North line to the East right-of-way line of Lt SR-405 and the terminus of said line. c r 5 Section 9,Township 23N, Range 5E W.M. 6 c4 t CD All of that portion of Section 9, Township 23N, Range 5E W.M. lying South and c p East of the following described line: GA . i C� Beginning on the centerline of NE 7th Street at its intersection with the centerline a of Edmonds Avenue NE; thence Easterly along the centerline of NE 7th Street to its intersection with the centerline of Monroe Avenue NE; thence North along said centerline to the South line of the Northeast 1/4 of said Section 9; thence East I along said South line to its intersection with the centerline of Redmond Avenue NE; thence Northerly along said centerline to its intersection with the centerline of NE 10th Street; thence East along said centerline to the East line of said Section 1 9 and the terminus of said line. • f. # Section 10,Township 23N, Range 5E W.M. All of that portion of Section 10, Township 23N, Range 5E W.M. lying Southerly • - and Westerly of the following described line: 1 Beginning on the West line of Section 10 at its intersection with the North line of I the South 1/ of the North 1/2of said Section 10; thence East along said North line to its intersection with the centerline of 142nd Avenue SE; thence Southerly along said centerline to its intersection with the North line of the Southeast '/a of said Section 10; thence East along said North line to its intersection with the East line of said Section 10 and the terminus of said line. i 5 FfoATAwEM7s2•o? znorsEasADLE4ALdoc : Legal Description of the Special Assessment District for the City of Renton-East Renton Interceptor Page 2 of 3 it Section 11, Township 23N, Range 5E W.M. • All of the Southwest 1/4 of Section 11.Township 23N, Range 5E W.M.. Section 14, Township 23N, Range SE W.M. All of that portion of Section 14, Township 23N, Range 5E. W.M. described as follows: All of the Northwest 1/4 of said section, together with the Southwest V4 of said section, except the South 1/2 of the Southeast 1/4 of said Southwest 1/4 and except the plat of McIntire Homesites and 1 of streets adjacent as recorded in the Book of Plats, Volume 58, Page 82, Records of King County, Washington, and except x the South 151.55 feet of the East 239.435 feet of Tract 6, Block 1 of Cedar Rivero Five Acre Tracts as recorded in the Book of Plats,Volume 16, Page 52, Records of - King County, Washington, less 1/2'of the street abutting said portion of Tract 6, 4 C, Block 1, and less Tract 6, Block 2 of said Cedar River Five Acre Tracts, less / of '. ;z the street adjacent to said Tract 6, Block 2, and except the South 82.785 feet of cn the East 150 feet of Tract 5, Block 2 of said Cedar River Five Acre Tracts and less O 1A the street adjacent to said portion of Tract 5, Block 2. l WI CD Section 15,Township 23N, Range SE W.M. 0') • All of that portion of Section 15, Township 23N, Range 5E. W.M., except the Southwest 1/4 of the Southwest 1A of the Southwest 54 of said section. f Section 16, Township 23N, Range 5E W.M. 1 • 23N, Range 5E W.M., except that Township All. of that portion of Section 16, portion of the Southeast 1/4 of the Southeast 1!4 of the said Section 16 lying East of ,, the East line of the Plat of Maplewood Division No. 2 as recorded in the Book of Plats Volume 39, page 39, Records of King County Washington and its Northerly extension to the North line of said Southeast V4 of the Southeast V4 of the said { Section 16 and except that portion of said section lying Southerly of the Northerly right-of-way line of SR 169 (Maple Valley Highway). , i t . Section 17,Township 23N, Range SE W.M. , All of that portion of Section 17, Township 23N, Range 5E W.M., lying Northeasterly of the Northeasterly right-of-way of SR 169 (Maple Valley Highway) r and Easterly of the East right-of-way line of SR-405 less that portion lying generally West of the East and Southeasterly line of Bronson Way NE lying F113ATA1REN1182-073Y021FI EYISEDSADLEGALdoc .r IiiiIMENCIIIIIIIIIMIat • Legal Description of the Special Assessment District for the City of Renton—East Renton Interceptor Page 3 of 3 between the South line of the NE 3rd Street and the Northeasterly margin of SR 405. Section 21, Township 23N, Range 5E W.M. All that portion of Section 21, Township 23N, R 5E W.M. lying Northeasterly of the Northeasterly right-of-way line of SR-169 (Maple Valley Highway) and West of the.East line of the Plat of Maplewood Division No. 2 as recorded in the Book of Plats, volume 39, page 39, Records of King County,Washington. Section 22, Township 23N, Range SE W.M. All of that portion of Section 22, Township 23N, Range 5E W.M. described as follows: All of the Northwest IA of the Northeast 1/4 of said Section 22 lying Northerly of the Southerly line of the Plat of Maplewood Heights as recorded in the Book of Plats, c0 volume 78, pages 1 through 4, Records of King County, Washington.CI Together with the North 227,11 feet of the West 97.02 of the Northeast IA of the Northeast V4 of said Section 22. • P. rap Cn , • i - FIX ATAARE111t92 07910ZREViSEGSADLEGALdoe N Exhibit B EAST RENTON INTERCEPTOR Special Assessment District Boundary UUU :--, iiis & .4.4 [L.,\,5 5 I i :,, v' s'1.76\M it.i--N--- , siR � �} ._____ $ 2-izln,,,, 4A I1wu5-II . kE,Qn,q . 0,1ci4d1, ca ` , � � 6 mn.st I6'n S! 134 r - roil is 3 . 9 _- -._. 0#1. 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L0'01brY"'.r,>'wr i ''-a..• y...a'i ••- •,+.,v"o:• :v. ,.,•h:+-• A •.i v S'43I. ,.y�, ,_ '{t`., .4 :t.,1• .. ha "..V.4zv;35•:.;•Fr;•;;T: ` } .._ ::•...Y•_ „"+:5 > ,�.._. ..ck': __.v.5•y`.�'..:v:., k.t.i•{-YtiS:.rw•n•:+wr.2i�r:, • ,. .2.. s.....:ry...r,. J�- : `''Y' ,. ,, s' J 1R/W 2108 127 & 28 ' UTILITY AND DRAINAGE EASEMENT .tp, • THIS INDENTURE made this -6 day of iw1.v , 19 g7 , betwee„ �',/7[ g� ��i � e ,�� ,�yC �/� hereinafter r;, ch1�1ed the ,RANTOR. and ng-Cou ty. Viash1ngonn,a poniticell s-ubdlvisi6n of the State of :r" s,�t Washington, hereinafter called the GRANTEE: ID WITNESSETH: ' • The said GRANTOR, for and in consideration of Mutual Benefits and other valuable consideration, receipt whereof is hereby acknowledged, do by these presents grant t•:'.- • unto the said GRANTEE, its successors and assigns, a right of way easement for =:.; '• utilities and drairage facility over. through, across and under the . property herein described, situated in King County, Washington, being more particularly described as follows:- ~• ;•". Ul 67'07, 11 01025 R 61 RF.:D F .00 k 0 CFrSH 1. w:.1.•1-1.0.00 - Jd' The South 3 feet of the following: ••`t• • �11 •' lF. CDThe east 1/2 of the Southeast 1/4 of the Southwest 1/4 of i� ' the Southeast 1/4 of Section 10, Township 23 North, Range 5 ;i; a) East, W.M., King County, Washington; EXCEPT the South 42 feet for road, as conveyed to King County by Deeds recorded under Recording Numbers 6755888 and 5755889. ., .,.: li'i Contains an area of 991 sq. ft., or 0.023 acres, M/L (721 sq. ft. + 270 sq. ft.) �� ;sr „ -� o \ z o ooz s m i. LC i:.�•�.:�. w a �\W1_�\• ..9. w •.C• C ��2J - V.` '.�.. -o e, , �� Z -<^2 :Z o c;o .xCOCO -c (11.71 Said GRANTEE, its successors and assigns, shall have the right at such time as may be necessary. to enter upon said property for the purpose of constructing, reconstructing, maintaining and repairing said utilities and drainage facility, IN WITNESS WHEREOF said GRANTOR has hereunto set his hand and seal the day and year first above written. n P.-/-1l.t� RANTOR L � p y�KT STATE OF WASHINGTON ) ''ri.' ) SS frt COUNTY OF KING ) . On this day.personally appeared before me.///�n h��i r� ��/—/L.t� and • to me known"To bejhe indivlou s escr e n an who `f'' executed the within and foregoing instrument. and acknowledged that they signed the same as their free and voluntary act and deed, for.the uses and purposes therein mentioned. :;,• Given under my hand and qlfficial seal this !; day of jut y , 19 S77 'y0 is .,. n an o e 1,7., E State of Was ington, residing at t•_ Fled For Record Al The Request Of F`vr Nstiutl' + King Coun Real PI3perty Division at• : r.y ..,.. te— ....: _�,.._ -�..��....w...._.�...... .. ..s,. 'i :.:, Y Pie R/W 2108 t27 & 28 UTILITY AND DRAINAGE EASEMENT ?i• 6 day of bY__.._, 19 --, betwee„ . THIS INDENTURE wade this •y�,�- L � e / ��. ¢' hereinafter ,'T /' / c su v s n o the State of ' •'{. c e e an ng ounty, Wasning wa. • Washington, hereinafter called the GRANTEE: WITNESSETH: ,F Mutual Benefits - `• The said GRANTOR. for and in consideration of , .and other . MD • valuable consideration, receipt whereof is hereby acknowledged, do by these presents grant unto the said r,RAHTEE. its successors and assigns, OYright thof way easementacross for under the % utilities and drairage facility r'.,, property herein described. situated in King County, Washington, being more particularly :' •. described as follows: . e1025 A i 1�j.'1`� N f_. RF.:_O F .00 Cat cA•_HSL 4:4.4,4.4,.00 d' The South 3 feet of the following: =•''. iti The east 1/2 • of the Southeast 1/4 of the Southwest 1/4 of ,. ,1(, • the Southeast 1/4 of Section 10, Township 23 North, Range 5 OD East, W.M., King County, Washington: EXCEPT the South 42 feet for road, as conveyed to King County ,� by Deeds recorded under Recording Numbers 5755888 and 5755889. t Contains an area of 99ft q• ft., or 0.023 acres, M L �� ` o-•1 + (721 sq. ft. + 270 sq. m 0 ' , �cpi s m ,__� -. — a Z J ••C y� Said GRANTEE. its successors and assiggns, shall haveothe eor right htcatnsuchrtime asu may nbe necessary. to enter upon said property maintaining and repairing said utilities and drainage facility. IN WITNESS WHEREOF said GRANTOR has hereunto set his hand and seal the day and year first above written. '. . n 27 STATE OF WASHINGTON ) 55 COUNTY OF KING, 1 �� On this day personally appeared before me i�/,"- / /����L - d and .!' to me knowno e e n v oua s escr a in an who executed the within and foregoing instrument, and acknowledged that they signed the same as their free and voluntary act and deed, for the uses and purposes therein mentioned. Given under my hand and official seal this _k_____ day of , 19 n an o ie State of Was ington, residing at Filed For Record Al The Request Of Eif�r NJt,Dtl. 4:244 —g 0King Coon Rea{ Property Division • r—, 2'. -- .n.. .. l- t i . PUl1:ET O\-• \GIN ALPOMEIT EASEMENT 0 r 1 For and in consideration of One Dollar(SI.00)and other valuable consideration,the receipt of which is hereby acknowledged. MICHAEL F. MC TIGHE and GRACE II. MC TIGHE. hualand and wife t I ("Grantor"herein), hereby grants,conveys and warrants to PUGET SOUND POWER & LIGHT COMPANY.a Washington corporation("Grantee"herein).for the purposes hereinafter set forth,a perpetual easement over,across and riunder the following described real property(the'Property"herein)in X I rag County.Washington: id' The East half of the Southeast quarter of the Southwest quarter of Q the Southeast quarter of Section 10, Township 23 North, Range 5 East, W.N., in King County, Washington; 00 EXCEPT county roads thereof. KING COUNTY EXCISE TAX PAID 11 Except as may be otherwise set forth herein Grantees rights shall be exercised upon that portion of the Property(the 't "Right-of-Way"herein)described as follows: '^ A 110:60)144//1l i l 11 ii!!!/it i i iftetbd brithhlM 'Mal l l l l!/l 11/l//I l l/TtdW IlicioP IdPi Oct fri9V 04c/ of d loiddrddd 4dsttfil6dfllrlslfbiW .. - The South ten (10) feet of the above described property. _,-.,.0} .t, RECD. - _ -u_• .snc.HS., - .;:.6.rtr: CG • . { p` " • ATTENFIOi''I: i Laura A.McDonald I. Purpose.Grantee shall have the right to construct,operate,maintain,repair,replace and enlarge one or more electric transmission and/or distribution lines over and/or under the Right-of-Way together with all necessary or convenient appurtenances thereto,which may include but are'not limited to the following: a. Overhead facilities.Poles and,or towers with crossarms,braces,guys and anchors,electric transmission and a distribution lines;can"•-••ri;stior,and signal lines;transformers. b. Underground facilities.Underground conduits,cables,vaults,manholes,switches and transformers;semi- buried or ground mounted facilities such as pads,transformers and switches. Following the initial construction of its facilities.Grantee may from time to time construct such additional lines;.... 1 other facilities as it may require. 711 2. Access.Grantee shall have the right of acrss to the Right-of-Way cvcr and across the Property to enable Grantee to exercise it rights hereunder,provided,that Grantee shall compensate Grantor for any damage to the Property caused by the exercise of said right of access. 3. Cutting of Trees.Grantee shall have the right to cut or trim any and all brush or trees standing orgrowing upon the Right-of-Way,and also the right to cut or trim any trees upon the Property which,in falling,could,in Grantee's reasonable 1 judgement.be a hazard to Grantee's facilities. 4. Grantor's use of Right-of-Way.Grantorres rves the right to use the Right-of-Way for any purpose not inconsistent - • with the rights herein granted,provided,that Grantor shall not construct or maintain any building or other structure on the R ight-of-Way and Grantor shall do no blasting within 300 feet of Grantee's facilities without Grantee's prior written consent. 5. Indemnity.By accepting and recording this easement.Grantee agrees to indemnify and hold harmless Grantor from ' any and all claims for injuries and/or damages suffered by any person which may be caused by the Grantee's exercise of the rights herein granted;provided,that Grantee shall not be responsible to Grantor for any injuries and/or damages to any person caused by acts or omissions of Grantor, - 6. Abandonment.The rights herein granted shall continue until such time as Grantee ceases to use the Right-of-Way for a period of five(5)successive years,in which event this easement shall terminate and all rights hereunder shall revert to .,..;••• : Grantor,provided,that no abandonment shall be deemed to have occurred by reason of Grantee's failure to initially install °:•.' ::, . ct• its facilities on the Right-of-Way within any period of time from the date hereof, '..:,:;+•� i'.'' 1' taa-sesa4 R-2637 8705924 K3-AC001 235-40 r. f';c;,�''u i ;e.h ' i, :,,a% �s.;dSa ?xr- ,• ... .:�, :i. ..{•2.qwr ?::2 .?.-:;r..•�.;:}k'n. :i' ..J=;: v -, •`:, :{S:e : ui;,✓,.: J. • s:";1i i . a-r r - . ••) ;:-r• • . • '�',' ;-" i . ,. i= _,., ,, i '':iU:.L 1.`i`:s .,,. tyVn'"\, l t 7. Successor and Assigns.The rights and obligations of the parties shall inure to the benefit of and be binding upon their respective successors and assigns. • I DATED this .- .74` day of f-Y7Li lv .19 98' 1 A GRANTOR�; / , '' PV K 0L`' � 1 e'f )1.,c. f��1�.ems P. u �.��g, f .C•,'•,, ICHAEL F. MC TIGHE c o\10TARY°r o/ 1 N.^PLQU .p z: 2/1GRACE H. MC TIGHE ' "_ 4„rs� • OF .4</il, ) On this day personally appeared before me MICHAEL F. MC TIGHE and GRACE H. MC TIGHE • CD to me known to be the individual_ described in and who executed the within and foregoing instrument, and CO acknowledged that thesigned the same asthe it free and voluntary act and deed for the uses and purposes therein CC mentioned. 271, GIVEN under my hand and official seal this ?� day of 7774.e'fi.f7 .19 S�� V NO Ts' Pul si�nrr {{ffdd JJor�,th Stat of Washin residing at el./Y jp 1 8�0. ' STATE OF WASHINGTON ) HY COAMISSION EXPIRES�pGmElor t ieniT SS I COUNTY OF ) On this day personally appeared before me to me known to be the individual_described in and who executed the within and foregoing instrument,and acknowledged that signed the same as free and voluntaryact and deed for the uses and u mentioned. purposes therein GIVEN under my hand and official seal this day of .19 Notary Public in and for the State of Washington, residing at STATE OF WASHINGTON ) • COUNTY OF SS CORPORATE ACKNOWLEDGMENT i On this_____day of 19 before me,the undersigned,personally appeared • to me known to be the and and .respectively.of ' the corporationt and acknowledged the said instrument to be the free and voluntary at d deed of said corporation.foe r theuses and purposes therein mentioned.and an oath stated that authorized to execute the said • instrument and that the seal affixed is the corporate seal of said corporation. Fitness my hand and official seal hereto affixed the day and year first above written. f i Notary Public in and for the State of Washington. residing at i. I. S. G ,I • -,_7 e) Yx ' r • Return Address City Clerk's Office • City of Renton 1055 South Grady Way Renton,WA 98055 20000420000998 CITY OF RENTON AG 29.00 PAGE 081 OF 022 04/20/2000 12'23 KING COUNTY, WA LATECOMERS AGREEMENT Property Tax Parcel Numbers See Parcel List pagel l co hereof rn Project File# PRM-27-0018 Street Intersection NE 4n Street Duvall Ave NE to 152nd SE crx Grantor(s): Grantee(s): I City of Renton,a Municipal Corporation 1 Centex Homes , LEGAL DESCRIPTION Portions of Sections 10, 11, 14 and 15,Township 23 North,Range 5 East,W M, in King County Washington,more particularly described on pages 7-10 hereof CD THIS AGREEMENT made and entered into this date d ANI) by and between the CITY OF RENTON,hereinafter refe to as"CITY,"and Centex Homes hereinafter referred to as"DEVELOPER", WHEREAS,the"DEVELOPER"is desirous of installing certain wastewater systems and appurtenances thereto at,near,or within the herein below described property and to connect same to the"CITY'S"utility or road system(s)so that such improvements will constitute an integral part thereof,and . . • WHEREAS,no other property owners or users are presently available to share in the cost and expense of construction of such improvements,and the parties hereto having in mind the provisions and terms of the • "Municipal Water and Sewer Facilities Act"(RCW 35 91 020 et seq) WHEREAS,the"DEVELOPER"is willing to pay all the costs and expenses for the installation of said improvements, NOW,THEREFORE,IT IS HEREBY AGREED AND COVENANTED BY AND BETWEEN THE AFORESAID PARTIES AS FOLLOWS I The"DEVELOPER" hereby acknowledges and covenants that he is the owner of the following described property,to wit, See Exhibit"A"on pages 7-10 of this document and the "'DEVELOPER" hereby agrees and covenants to•cause to have installed the following described improvements,to-wit 1 4648 linear feet of 24 inch PVC C900 Sewer Main • 2 116 linear feet of 12 inch PVC C900 Sewer Main 3 28 linear feet of 10 inch PVC C900 Sewer Main 4 14 each 60 inch diameter manholes • " s . LATECOMERS AGREEMENT LAG 99-001 City of Renton,a Municipal Corporation Centex Homes 5 1 each 48 inch manhole, and all necessary appurtenances,and such installation to be made in full compliance with all applicable codes and regulations of the"CITY " The"DEVELOPER."further covenants and warrants that all expenses and claims in connection with the construction and installation of the aforesaid improvements, whether for labor or materials or both have been or will be paid in full,all at the"DEVELOPER'S" expense,and the"DEVELOPER"covenants and agrees to hold the"CITY"harmless from any liability in connection therewith 2 The "Developer" further certifies that the'total cost of said construction as herein above specified is $1,244,901 00 for the above described improvements• See Exhibit "A" attached hereto for the map showing in outline the land affected by such charges per the terms of this agreement, see Exhibit "B" attached hereto for the legal description of the lands affected by this latecomer agreement and see Exhibit "C"attached hereto for the Final Assessment Roll rn • o The total amount of the cost of said improvement shall be employed to determine the pro rata reimbursement to the "DEVELOPER"by any owner of real estate who did not contribute to the original cost of such improvement, and who subsequently wishes to tap into or hookup to or use said facilities, which tap or hookup shall include connections to laterals or branches connecting thereto, all subject to the ,r c% laws and ordinances of the"CITY"and the provisions of this Agreement • `--, The method of determining latecomer payments shall be by zoned front foot subject to these "-, latecomer charges. The pro rata cost is$73.7151 per zoned front foot, [EXCEPT for connection of existing single family residences which shall not exceed$5,104 to connect with any remainder of the fee to be due and payable at the time of subdivision or increased density] 3 It is hereby found and determined that the construction and installation of said afore described improvement is in the public interest • 4 The "DEVELOPER" hereby agrees and covenants to convey, transfer, and assign unto the "CITY" all rights, interest and title in and to said improvements and all appurtenances and accessories thereto, free from any claim and encumbrance of any party whomsoever, "CITY"agrees to accept and maintain said improvement as part of its present system upon approval thereof by the City Engineer and after inspection of said construction The"DEVELOPER"further agrees and covenants to execute and to deliver unto the "CITY" any and all documents including Quit Claim Deeds and Bills of Sale that may reasonably be necessary to fully vest title in the "CITY" and to effectuate this conveyance and transfer The "DEVELOPER" further agrees and covenants to pay unto the "CITY" such service charges or other charges as may be imposed by the "CITY" for use of the improvements for which this agreement is granted • 5 The "CITY" reserves the right,without affecting the validity or terms of this Agreement,to make or cause to be made extensions to or additions of the above improvement and to allow service connections to be made to said extensions or additions,without liability on the part of the"CITY" 6 No person, firm, or corporation shall be granted a permit to use or be authorized to tap into the facility during the period of 15(fifteen)years from date hereof, without first paying unto the"CITY", in addition to any and all other costs, fees, and charges made or assessed for each tap, or for the main facilities constructed in connection therewith, the amount required by the provisions of this contract except such charges shall not apply to any extension of the main facility See Item 10 Furthermore,in case any tap, it\DIVISION S\PROPSERV\P&P\ASSM IS\CenicxLA I ECOMR DOCIbh Page 2 LATECOMERS AGREEMENT LAG 99-001 City of Renton,a Municipal Corporation Centex Homes hookup, or connection is made into any such contracted facility without such payment having been first made, the legislative body of the "CITY"may cause to have removed such unauthorized tap, hookup, or connection, and all connections or related accessories located in the facility or right-of-way, and dispose of such unauthorized material so removed,without any liability on the part of the "CITY"whatever It is further agreed, and covenanted that upon expiration of the terms of this Agreement,to wit 15(fifteen) years from date hereof, plus any extension thereof if granted by City Council, "CITY"shall be under no further obligation to collect or make any further sums unto the"DEVELOPER".. . . The decision of the Administrator of Public Works or the Administrator's authorized representative in m determining or computing the amount due from any benefited owner who wishes to hookup to such CT7 improvement shall be final and conclusive in all respects cn 7 It is further agreed and understood that the afore described improvements to be undertaken and paid for by "DEVELOPER" have been or are about to be connected with the utilities systems of the "CITY", and upon such connection and acceptance by the "CITY" through its legislative body, said extension and/or improvement shall be and become a part of the municipal utilities 8 This Agreement shall be placed for record with the King County Auditor's Office within thirty(30)days of final execution of the agreement cv 9 Transfer of title to all of the improvements under the latecomer's agreement to the "CITY" is a prior condition to the City collecting any latecomer's fee The"DEVELOPER"will also assign to the "CITY" the benefit and right to the latecomer's fee should the "CITY" be unable to locate the "DEVELOPER"to tender any latecomer's fee that the "CITY" has received The "DEVELOPER" shall be responsible for keeping the "CITY" informed of its correct mailing address Should the "CITY"be unable to locate the "DEVELOPER" in order to deliver a latecomer's fee, the "CITY" shall undertake an independent investigation to determine the location of the "DEVELOPER" Should the "CITY," after a good faith attempt to locate the"DEVELOPER"be unable to do so,the latecomer's fee shall be placed in the Special Deposit Fund held by the "CITY" for two years At any time within the two year period the "DEVELOPER" may receive the latecomer's fee, without interest, by applying to the "CITY" for that latecomer's fee After the expiration of the two-year period, all rights of the "DEVELOPER"to that fee shall expire,and the"CITY"shall be deemed to be the owner of those funds 10 When the "CITY" has received the funds for a latecomer's fee, it will forward that fee, less 15% for a processing fee,to the "DEVELOPER" within thirty(30)days of receipt of the funds Funds received by negotiable instrument, such as a check, will be deemed received ten (10) days after delivery to the "CITY" Should the "CITY" fail to forward the latecomer's fee to the "DEVELOPER" through the "CITY'S" sole negligence, then the "CITY"shall pay the "DEVELOPER" interest on those monies at the rate of interest specified in City Code Section 3-241 (B) However,should the "DEVELOPER"not keep the "CITY" informed of its current correct mailing address, or should the "DEVELOPER" otherwise be negligent and thus contribute to the failure of the "CITY"to pay over the latecomer's fee,then no Interest shall accrue on late payment of the latecomer's fee I\DIVIS'ION SIPROI'S(RV\P&P\ASSM IS\CeniexLATECOMP DOC\bh Page 3 t ' LATECOMERS AGREEMENT LAG 99-001 City of Renton,a Municipal Corporation Centex Homes 11 By instituting the latecomer's agreement the "CITY" does not agree to assume any responsibility to enforce the latecomer's agreement The assessment roll will be a matter of public record and will serve as a notice to the owners of the potential assessment should connection to the improvements be made The "DEVELOPER"has responsibility to monitor those parties connecting to the improvement Should the"CITY" become aware of such a connection, it will use its best efforts to collect the latecomer's fee, but shall not incur any liability should it inadvertently fail to collect the latecomer's fee CITY OF RENTON ca o- Ma Jesse Tanner City Clerk M il.yn Petersen • f_•• STATE OF WASHINGTON )s CORPORATE FORM OF COUNTY ) cr ACKNOWLEDGMENT OF KING Seal must be within box On this day,before me personally appeared Jesse Tanner and Marilyn J : Petersen tome known to be Mayor and City Clerk of the municipal . _ corporation that executed the within instrument,and acknowledged said `', instrument to be the free and voluntary act and deed of said municipal ' corporation,for the uses and purposes therein mentioned,and on oath stated that he/she was authorized to execute said instrument and that the seal affixed is the corppporate seal of said municipal corporation 11� iiyu Notary Public in and for the State?f Washington Notary(Print) M I al•(- Nat I1'L Q►I✓l My appointment expires 01)1't f 2'tTa I Dated 1--1(11p-vj7'D H\DIVISION S\PROPSERV\P&P\ASSM rS\CcntexLA1 ECOMR DOC\bh Page 4 • LATECOMERS AGREEMENT LAG 99-00I City of Renton,a Municipal Corporation Centex Homes DEVELOPER Cente • ome n, ,, BY ' V` Its • Divm 11- M REPRESENTATIVE FORM OF STATE OF WASHINGTON )ss ACKNOWLEDGMENT COUNTY OF KING ) 1.t‘tk% seaT ��b�+v ><pox aoF- en n e4h't t�,i►r �..q�'''' � I certify that I know or have satisfactory evidence that r —AP SfO,,,, 7TI� signed this instrument,on oath o _- �04, , stated that ii ' wshe/they were authorized to execute the instrument and c:� , r Us i acknowledged it as the *11%Stif 'i.'W SidillKind c �}� : of C jM,- x l4Ovy t S to be the free and voluntary act of such er `parties for the uses and purposes mentioned in the instrument 14 , , ii`p}""a`4 Nota P he in and for a State of Washington Notary(Print) 1 ( 1t2fa L.. birezels..., My appointment expires O s/38/0 3 Dated C/411.1,rj`O0 • II WI VISION S\PROPSERVIP&PIASSMrs\CentexLATECOMR DOC\bh Page 5 S. 2000 ,. ' 2 �' . '1C398 . irdthLatecmer A ruoiii_=__ tezi± gwood CTI II-Il �; I [ , .. ____ `SE 124th St - up cip Developer s r-,.-i ."" ! ,I i r .-,z; — fT1-ITf(1� = I/IIlip� — , r_-, ___�- --tea-- Property ��� �flin — —"'� --_'� Windwood _. ,-.. 1:::) Minn. Th. # ' I p'' ,y],,.n. m ,woo , ]mwa i w]c+,m, SI r � ,mn],m, 7 ,m7/!tiwI X a,�.� Io ,.,�.a _- it h St ., � . SE 12 I I,P I _ ' i t z - ., 1 tle I I— e.... ...00.,,s....... i I ,Y1mNJ 1],1p1A., G , i . v cnr,ae.oS ,.]1mcJ • �� ii . 600 . ........12o10 { i i 14i1 .,, w 1 : „JMW„ �_l l 4 I ff9 [ VO0 I I ` ,, .--1� I I �- ,Jpf100r I = [ 1 I co I SE 13.nd -St Li 1 ,..,.„ w i. S1 r • . I • EXHIBIT B Centex Latecomer Legal Description I hose portions of Sections 10, 1 1, 14, and 15,all in Township 23 North, Range 5 East, W M , in King • County, Washington described as follows • BEGINNING at the south quarter corner of said Section 10, said south quarter corner being a point within the Right-of-Way of SE 128th Street, Thence westerly along the south line.of said Section 10,to an intersection with the southerly extension of the easterly Right-of-Way margin of Duvall Avenue NE and the True Point of Beginning, cc Thence northerly along said southerly extension and easterly Right-of-Way line,to an intersection with cr, the north line of the southeast quarter of the southeast quarter of the southwest quarter of said Section 10, 'Thence easterly along said north line to an intersection with the east line of the southwest quarter of said • Section 10, N Thence continuing easterly along the north line of the west half of the southwest quarter of the southwest quarter of the southeast quarter of said Section 10 to the northeast corner of said subdivision, IL C:; Thence southerly along the east line of said subdivision to an intersection with a line 210 feet south of and parallel with the north line of the southwest quarter of the southwest quarter of the southeast quarter of said Section I 0 Thence easterly along said parallel line and its easterly extension crossing 142nd Avenue SE to an intersection with the easterly right of way margin of said 142nd.Avenue SE, Thence northerly along said easterly right of way margin to an intersection with the north line of southeast quarter of the southwest quarter of the southeast quarter of said Section 10, Thence easterly along said north line to the northeast corner of said subdivision, • Thence continuing easterly along the north line of the southwest quarter of the southeast quarter of the • southeast quarter of said Section 10 to the northeast corner of said subdivision, Thence continuing easterly along the north line of the southeast quarter of the southeast quarter of the southeast quartet of said Section 10 to an intersection with a line parallel with and 150 feet westeily of • the east line of said Subdivision, Thence southerly along said parallel line to an intersection with a line parallel with and 210 feet northei ly of the south I me of said Section 10, I hence eastet ly along said pal allel line and its easterly extension crossing 148th Avenue SE, entei mg said Section 1 I, to an intei section with the easterly right of way margin of said I48th Avenue SE, t i.ntL\I aiLumit.1 1 i.gai I)eu.riptlon pagL 4 Thence easterly along said parallel line to an intersection with a line parallel with apd 150 feet easterly of the west line of said subdivision, Thence northerly along said parallel line to an intersection with the south line of said Section 10, Thence westerly along said south line to the True Point of Beginning rn Cr) 0 c • t • Ls,1 r:1 • • 1011)99 Centex Latecomer Parcel List Developer's Property: Windwood 112305-9011 112305-9029 Parcel#1: 102305-9032, Parcel#21: 152305-9040 102305-9351, Parcel#22: 152305-9132 102305-9425 Parcel 1A: 102305-9047 Parcel#23: 152305-9061 Parcel #2: Windsong Parcel#24: 152305-9045 cr) 102305-9024, 102305-9027, Parcel#25: 152305-9019 • 102305-9274, Parcel#26: 152305-9047 769560-0010 Parcel#3: 102305-9035 Parcel#27: 152305-9148 Parcel 44 102305-9167 Parcel#28: 152305-9033 Parcel#5: 102305-9142 Parcel#29: 084710-0015 Parcel#6: 102305-9103 Parcel#30: 084710-0015 Parcel#7: 102305-9041 Parcel#31: 084710-0014 Parcel#8: 102305-9040 Parcel#32: 084710-0024 Parcel#9: 102305-9304 Parcel#33: 084710-0019 Parcel#10: 102305-9039 Parcel#34: 084710-0022 Parcel#11:. 102305-9016 Parcel#35: 084710-0020 Parcel#12: 102305-9206 Parcel#36: 084710-0005 Parcel#13: 112305-9015 Parcel#37: 084710-0006 Parcel#14: 112305-9018 Parcel#38: 142305-9016 Parcel#15: 1 12 305-9020 Parcel#39: 142305-9021 Parcel #16: 112305-9030 Parcel#40: 142305-9020 Parcel#17: 152305-9145 Parcel#41: Maplewood Parcel#18• 152305-9112 142305-9004, ]42 305-9017 Parcel #19: 152305-9002 Parcel#20: 1 52305-9096 ' s EXHIBIT "C" CITY OF RENTON FINAL ASSESSMENT ROLL CENTEX LATECOMER [WINDWOOD] Type Wastewater Utility Improvements Total Cost $1,244,901 00 Assessment District 27-0018 Collection Line Total ZFF Cost $1,244,901 00 Total ZFF(feet) 16,888 Cost per ZFF $73 7151 Property Name/Address of Owner ZFF ZFF Assm't Identification C CT) C. Parcel# 1 WASHINGTON RESTAURANT 793 $58,456 07 PROPERTIES - PO BOX 21926 3926 ti Seattle,WA 98111 Cn KC Tax Act# 102305-9032, • 102305-9351, 102305-9425 Legal Description Parcel A LOT 1 OF CITY OF RENTON SHORT PLAT NO LUA 98-082 SHPL RECORDING NO 9809149003 Parcel B PARCEL 2 OF CITY OF RENTON BOUNDARY LINE ADJUSTMENT NO LUA 98-007 LLA RECORDING NO 9803099022 Parcel C PARCEL 3 OF CITY OF RENTON LOT LINE ADJUSTMENT NO LUA 98-007 LLA RECORDING NO 9803099002 Parcel# IA NORWEST PACIFIC ASSOCIATES 290 $21,377 41 702 Honeysuckle Drive Mt Vernon,WA 98273 • KC Tax Act# 102305-9047 Legal Description PARCEL I OF CITY OF RENTON BOUNDARY LINE ADJUSTMENT NO LUA 98-007 LLA RECORDING NO 9803099022 1 3NTON CIT PENT ROLL • , --•.,, FINAL A R[WINDWOOD] CENTEX LAT ZFF ZFF Assessment '`'"! Property Name/Address of Identification 106 $7,813 80 Parcel#2 W,ndsong Centex Homes ' - 2320 130th Avenue NE, . :.':'P., Bellevue WA 98005 a' KC Tax Act# 102305-9024, C71971 102305-9027, 4 102305-9274, 377012 RECORDING NO 7712010905 = 769560-0010 c 280 $20,640 23 Legal Description ' Parcel A E 1/2 OF SW . RD �_.) Parcel B W 1/2 OF SE • '=' Parcel C N 252 FT OF 1/4 OF SE 1/4 LESS CO RD LESS W 12 FT THOF ry Parcel D SERENE SIC 508 $37,447 28 ' Parcel# 3 JOHN MCTIGHE +ET 1.•; 24929 267TH SE ''' .RAVENSDALE WA 9 .. KC Tax Act# 102305-9035 1/4 LESS E 100 FT OF S 150 FT LESS CO RD 1 ;`•; Legal Description E 1/2 OF SE 1/4 OF SV RD 96 ;;7,076 65 Parcel#4 JOHN R MCTIGHE -i >• j 24929 267TH SE VV; RAVENSDALE WA 1- `,, KC Tax Act# ' 102305-9167 OF SE 1/4 OF SE 1/4 LESS CO RD ;-- Legal Description E 90 FT OF W 120 FT "'=i CO RD 603 $44,450 22 1:::,, . _:•_. Parcel#5 DEBORAH PHELPS .r:>. BYERSDORFER GREGORY A BYERS . 22651 SE 56TH ST 3 1/4 LESS CO RD ESMT P S P&L CO TRANS LN T. 1SSAQUAH WA 9802 "_,; KC Tax Act# 102305-9142 Legal Description LOT 2 OF KC SHOR FINAL CITY OF RENTON FINAL ASSESSMENT ROLL CENTEX LATECOMER [WINDWOOD] Property Name/Address of Owner ZFF ZFF Assessment Identification Parcel# 11 RIBERA-BALKO ENTERPRISES 329 $24,252 28 16400 Southcenter Parkway,#308 Seattle,WA 98188-3302 KC Tax Act# 102305-9016 Legal Description SE 1/4 LESS E 150 FT LESS CO RD Parcel# 12 Al Ben McEvoy 129 $9,509 25 Sally gall McEvoy 18321 SE 1476 Place RENTON WA 98059 KC Tax Act it 102305-9206 Legal Description E 150 01 FT MEAS ALG S LN OF S 210 FT OF SE 1/4 OF SE 1/4 LESS CO RDS Parcel# 13 RIBERA-BALKO ENTERPRISES 381 $28,085 46 16400 Southcenter Parkway,#308 Seattle,WA 98188-3302 KC Tax Act# 112305-9015 Legal Description SW 1/4 OF SW 1/4 OF SW 1/4 OF SW 1/4 LESS CO RDS LESS C/M RGTS ESMT P S P&L CO TRANS LN Parcel# 14 CECIL K MULLINS 207 $15,259 03 18631 120TH AVE SE RENTON WA 98058 KC Tax Act# 112305-9018 Legal Description W 1/2 OF SE 1/4 OF SW 1/4 OF SW 1/4 OF SW 114 LESS N 7 5 FT LESS C/M RGTS LESS CO RD ESMT PSP&L CO TRANS LN Parcel# 15 CECIL K MULLINS 207 $15,259 03 18631 120TH AVE SE RENTON WA 98058 KC Tax Act# 112305-9020 Legal Description E 1/2 OF SE 1/4 OF SW 1/4 OF SW 1/4 OF SW 1/4 LESS N 7 5 FT LESS CO RD LESS C/M RGTS ESMT PSP&L CO TRANS LN FINAL 4 • CITY OF RENTON FINAL ASSESSMENT ROLL • CENTEX LATECOMER [WINDWOOD] Property Name/Address of Owner ZFF ZFF Assessment Identification Parcel# 16 CHARLES LACKEY 170 $12,531 57 PO BOX 2198 RENTON WA 98056 KC Tax Act# 112305-9030 Legal Description S 378 8 FT OF W 125 FT OF E 1/2 OF SW 1/4 OF SW 1/4 LESS CO RD SUBJ TO ESMT TRANS LN R/W LESS C/M RGTS cn _ rn =� Parcel# 17 Mr Vangaard-Renton LLC 220 $16,217 33 14100,SE 366 Street,#200 , Bellevue WA 98006 KC Tax Act# 152305-9145 Legal Description N 1/2 OF NE 1/4 OP NE]/4 OF NW 1/4 LESS E 330 FT LESS W 150 FT LY N OF LN 90 FT N OF S LN SD N I/2 LESS W 110 FT OF S 90 FT LESS CO RD LESS C/M ROTS �.a r. Parcel# 18 JAMES D&PAULA 105 $7,740 09 MONTGOMERY 2807 BURNETT AVE N RENTON WA 98056 KC Tax Act#%- 152305-9112 Legal Description W 100 FT OF E 330 FT OF N 190 FT OF NW 1/4 LESS CO RD&LESS C/M ROTS Parcel# 19 ROBERT&PAMELLA MINKLER 294 $21,672 25 5 LUMMI KEY BELLEVUE WA 98006 KC Tax Act# 152305-9002 Legal Description E 230 FT OF N 1/2 OF NE 1/4 OF NE 1/4 OF NW 1/4 LESS CO RD LESS C/M ROTS FINAL CITY OF RENTON FINAL ASSESSMENT ROLL CENTEX LATECOMER [WINDWOOD) Property Name/Address of Owner ZFF ZFF Assessment , Identification Parcel #20 WEST COAST INVESTMENTS 229 $16,880 76 INC SHIRLEY HUNG and CLAUDIA • HUNG(TRUST) 14009 SE 128'h Street m Renton, WA 98059 o-) o KC Tax Act# ]52305-9096 Legal Descnption NW 1/4 OF NW 1/4 OF NW 1/4 OF NE 1/4 LESS E 150 FT LESS Co RD LESS C/M ROTS W c) 30 FT FOR RD cJ Parcel#21 WEST COAST INVESTMENTS 38 $2,801 17 INC SHIRLEY HUNG and CLAUDIA 4.2.1 HUNG(TRUST) - 14009 SE 128'h Street Renton,WA 98059 KC Tax Act# 152305-9040 Legal Description POR SE 1/4 OF NW 1/4 OF NE 1/4 BEG NW COR SD SUB TH S 88-22-52 E ALG NLY LN 30 FT TH S 00-28-40 W 200 FT TH ELY PLW NLY LN 300 7 FT TO TPOB TH CONTG E 300 7 FT TO PT 30 FT W OF ELY LN TH S 00-25-28 W 226 91 FT TH N 88-24-50 W PLW SLY LN 300 8 FT TH NLY 227 09 FT TO TPOB LESS C/M ROTS&LESS N 117 FT OF S 187 FT OF E 250 FT THOF Parcel #22 WEST COAST INVESTMENTS 169 $12,457 86 INC SHIRLEY HUNG and CLAUDIA • HUNG(TRUST) 14009 SE 128th Street Renton,WA 98059 KC Tax Act# I52305-9132 Legal Description W 24 FT OF NE 114 OF NW 1/4 OF NW 1/4 OF NE 1/4&E 131 FT OF NW 1/4 OF NW 1/4 OF NW 1/4 OF NE 1/4 LESS CO RD FINAL CITY OF RENTON FINAL ASSESSMENT ROLL .CENTEX LATECOMER [WINDWOOD] Property Name/Address of Owner ' ZFF ZFF Assessment Identification Parcel#28 ROBERT E LEVY 109 $8,034 95 810 3RD AVE #414 CENTRAL BLDG SEATTLE WA 98104 KC Tax Act# 152305-9033 Legal Description E 105 FT OF N 1/2 OF NE 1/4 OF NW 1/4 OF NE 1/4 LESS CO RDS cr Parcel#29 CLEO J FORGAARD 185 $13,637.30 678 SUNSET BLVD NE RENTON WA 98056 „ KC Tax Act# 084710-0015 Legal Description Tract 2,BLACK LOAM FIVE-ACRE TRS W 1/2 LESS E 158 FT LESS CO RD Parcel#30 CLEO J FORGAARD 128 $9,435 54 c=' 678 SUNSET BLVD NE CV RENTON WA 98056 KC Tax Act# 084710-0016 . Legal Description Tract 2,BLACK LOAM FIVE-ACRE TRS W 98 FT OF E 158 FT OF W 1/2 LESS CO RD Parcel#31 CLEO J FORGAARD 78 . $5,749 78 678 SUNSET BLVD NE RENTON WA 98056 KC Tax Act# 084710-0014 Legal Description Tract 2,BLACK LOAM FIVE-ACRE TRS E 60 FT OF W 1/2 LESS CO RD Parcel#32 C ROBERT THORNTON 77 $5,676 06 6824191hStW Untversity Place WA 98466-5528 KC Tax Act # 084710-0024 Legal Description Tract 2,BLACK LOAM FIVE-ACRE TRS N 150 FT OF W I/2 OF W 1/2 OF E 1/2 LESS CO RD • FINAL t - CITY OF RENTON FINAL ASSESSMENT ROLL • CENTEX LATECOMER [WINDWOOD] Property Name/Address of Owner ZFF ZFF Assessment Identification Parcel#23 DANIEL F MEDDAUGH 210 $1480 18 14013 SE 128TH ST RENTON WA 98059 KC Tax Act# 152305-9061 Legal Description W 1/2 OF NE 1/4 OF NW 1/4 OF NW 1/4 OF NE 1/4 LESS W 24 FT LESS CO RD Is) Parcel#24 PATRICIA A BANASKY 174 $12,826 43 rn 463 Ferndale Avenue NE o RENTON WA 98056 KC Tax Act# 152305-9045 C J Legal Description E 1/2 OF NE 114 OF NW 1/4 OF NW 1/4 OF NE 1/4 LESS CO RDS LESS C/M RGTS Parcel#25 HOWARD V BANASKY 352 $25,947 72 1401 N 26TH ST RENTON WA 98056 KC Tax Act it . 152305-9019 Legal Description W 277 5 FT OF N 1/2 OF NE 1/4 OF NW 1/4 OF NE 1/4 LESS CO RD Parcel#26 RIBERA-BALKO ENTERPRISES 317 $23,367 69 16400 Southcenter Parkway,#308 Seattle,WA 98188-3302 KC Tax Act# 152305-9047 Legal Description N 1/2 OF NE 1/4 OF NW 1/4 OF NE 1/4 LESS W 277 5 FT LESS E 135 FT LESS CO RD LESS C/M RGTS Parcel # 27 ROBERT E LEVY 38 $2,801 17 810 3RD AVE • #414 CENTRAL BLDG SEATTLE WA 98104 KC Tax Act# 152305-9148 Legal Description W 30 FT OF E 135 FT OF N 1/2 OF NE 1/4 OF NW 1/4 OF NE 1/4 LESS CO RD FINAL • CITY OF RENTON FINAL ASSESSMENT ROLL , CENTEX LATECOMER [WINDWOOD] Property Name/Address of Owner ZFF ZFF Assessment Identification Parcel# 33 BALES LP 76 $5,602 35 30640 Pacific Hwy S,#D Federal Way,WA 98003 KC Tax Act# 084710-0019 • Legal Description Tract 2 BLACK LOAM FIVE-ACRE TRS N 130 FT OF E 75 FT OF FOLG W 1/2 OF E 1/2 LESS N 12 FT FOR RD a, Parcel# 34 QUANG T DO +PHUNG K 86 $6,339 50 rn CHUNG CTI 14419 SE 128TH ST i RENTON WA 98059 KC Tax Act# 084710-0022 Legal Description Tract 2,BLACK LOAM FIVE-ACRE TRS NE 1/4 OF E 1/2 LESS E 68 FT LESS CO RD Parcel#35 QUANG T DO +PHUNG K 70 $5,160 06 CHUNG c` 14419 SE 128TH ST RENTON WA 98059 KC Tax Act# 084710-0020 Legal Description Tract 2,BLACK LOAM FIVE-ACRE TRS E 68 FT of NE 1/4 OF E 1/2 LESS CO RD Parcel#36 RIBERA-BALKO ENTERPRISES 968 S71,356 24 16400 Southcenter Parkway,#308 Seattle,WA 98188-3302 KC Tax Act# 084710-0005 084710-0010 Legal Description That Portion of Tracts 1&4,BLACK LOAM FIVE-ACRE TRS W 1/2 OF 1 LESS W 120 FT OF E 150 FT OF N 160 FT&W 1/2 OF 4 LESS CO RD,ALSO,E '/z LESS that portion dedicated as streets • FINAL I CITY OF RENTON FINAL ASSESSMENT ROLL CENTEX LATECOMER [WINDWOOD] Property Name/Address of Owner ZFF ZFF Assessment Identification Parcel# 37 Judy Patrick 126 $9,288 11 3604 NE 8ih Street Renton WA 98056 KC Tax Act# 084710-0006 Legal Description Tract 1,BLACK LOAM FIVE-ACRE TRS W 120 FT OF E 150 FT OF N 160 FT OF W 1/2 CID LESS CO RD rn CT) o Parcel#38 Baljinder&Rashpal Buttar 599 $44,155 36 671 Bremerton Avenue NE Renton,WA 98059 `" KC Tax Act# 142305-9016 Legal Description N 500 FT OF W 1/2 OF NW 1/4 OF NW 1/4 LESS E 225 FT LESS W 30 FT LESS CO RD Parcel#39 RIBERA-BALKO ENTERPRISES 511 $37,668 43 16400 Southcenter Parkway,#308 Seattle,WA 9818E-3302 KC Tax Act# • 142305-9021 Legal Description E 225 FT OF N 968 FT OF W 112 OF NW 1/4 OF NW 1/4 LESS CO RD Parcel#40 Daniel S Johnson 599 $44,155 36 15051 SE 128th Street RENTON WA 98059 KC Tax Act# 142305-9020 • Legal Description E 1/2 OF NE 1/4 OF NW 1/4 OF NW 1/4 LESS CO RD Parcel #41 Maplewood 2,093 $154,285 75 FINER HOMES INC 1215 120TH AVE NE#201 BELLEVUE WA 98005 KC Tax Act# 142305-9004, 142305-9017 Legal Description Parcel A W 1/2 OF NE 1/4 OF NW 1/4 OF NW 1/4&SE 1/4 OF NW 1/4 OF NW 1/4 LESS CO RD Parcel B W I/2 OF W 1/2 OF NW I/4 LESS POR OF N 500 FT LY E OF E LN OF W 30 FT OF SD SUBD LESS E 225 FT OF S 468 FT OF N 968 FT OF SD SUBDIV FINAL CITY OF RENTON FINAL ASSESSMENT ROLL CENTEX LATECOMER [WINDWOOD] Property Name/Address of Owner ZFF ZFF Assessment Identification Centex Homes 2,473 $182,297 50 Developer Property 2320 130th Avenue NE,Suite#200 Bellevue WA 98005 cr a- KC Tax Act# 112305-9011 c. 112305-9029 • Legal Description Parcel A E 1/2 OF SW 1/4 OF SW 1/4 LESS W 125 FT OF S 378 8 FT LESS CO RD Parcel B SE 1/4 OF NW 1/4 OF SW 1/4 ALSOS 15FTOFN 1/2OFNW 1/4OFSW l/4 LESS CORD • • • FINAL