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Home My WebLink AboutLUA 09-125_7_Large FormatSHAMROCK HEIGHTS II POR SE 1/4 OF THE SE 1/4, SECTION 10, TWP. 23N., RGE 5E., W.M. KING COUNTY, WASHINGTON 1023059069 UNPlATTED 1023059384 '-, (PROPOSED Pl.AT Of' (J UNPlATTEDn. t SHAMROCK HEIGHTS J) O O 17 1023059363 UNPlATTED · ----.'\------L--1 94A~...;s~a~af·2~o·~soi·~E---,-,-:~i<,~~-oaj4v,~-.....:3~3 ~0 .~53~,~---~:_' / 1··, 194.49 _/ ~ L79 94.03 -.. -. ------ FOUND 3/4" IRON PIPE .. LO,. WETLANDS L77 \.1B · ---. 0.1' SOUTH OF -----. :::.-- PROPERTY CORNER r<l \..1~ ~ . .. . 1 O' PUBLIC STORM EASEMENT SEE NOTE 11, SHEET 2 , L7~ TRACT E NGPA SEE NOTES 4 & 7, SHEET 2 N89'44'34"W' 76.37 w 10 ~ ~ ~' ~~~-~~~~~ s~~~c~~~11~~GE , ) b ""' NO. 20051104000777 //1 ~--~'---6', C74 C86 C75 44.67 - 0 0 cxi r') 21' • L=51.22' <'i 10' A L=5~2 60·?2 9 1 .. 6.=5'52'08" N88·21'01"w ")..'.~~~~~~#,-$-~~~~r-~>---~ ------fl,~-J-..-;--. __ N88'21'07"W t11 • R=500. 00' R=500.00 • 100.00 115_05 ------..... NE 4TH CT <'i N 10' C80 C81 L46 -..... N 17.37 C79 39.86 60.22 r--/ __ _. 1 O' PUBLIC STORM EASEMENT SEE NOTE 11, SHEET 2 -- 1023059041 ~I oi I -7 .... 1 1 f5351! -10· I I I I 3:: • (0 : N io d r N 0 ..... 0 (/) ;: : (0 ..... N LO io N 8 r N 9 0 ..... 0 !5357! VI (5365! ~ ,-~1~=6:-:0.:::3::::5:;:::----1---:-=6~0=.o~o-=---~----:.7.:::4:..::.o~o __ ....:....--1 I N8917'06"W N89'17'05·w N89'17'o6"W . I (0 ..... (0 I I 21' 3:: ~ ·--N rt) io ....: r O> 0 ..... 0 (/) 21' 10· . 10' ~I ~ <I: f ----------- 1 1ml 94.00 / N89'17'06"W 2 !416! N ..... N (X) .. :O> (0 " . (X) (0 I() ..... (X) (0 -.. -- 10' PRIVATE STORM DRAINAGE EASEMENTS SEE NOTES 13 AND 14, SHEET 3 10' TEMPORARY EASEMENT TO CITY OF RENTON REC. NO. 20020228001893 TERMINATED UPON RECORDING OF THIS PLAT 40 VOL/PG . -.. -.. LOT AfEA TAfl F SO. FT. . J/.··- LOT 1 = 7,544 LOT 2 = 7,500 LOT 3 = 7,926 LOT 4 = 10,315 LOT 5 = 8,364 LOT 6 = 8,409 LOT 7 = 7,201 LOT 8 = .7-324 ·· LOT· 9 = 8'.113 ACRES 0.17 0.17 0.18 0.24 0.19 0.19 0.17 0.17 0.20 0.17 LOT 10 = 7,200 LOT 11 = 10,379 ROW AREA= 31,710 TRACT E = 14,872 TRACT R = 66,203 0.24 0.73 0.34 1.52 TOTAL = 203,720 4.68 SCALE: 1" = 40' 0 20 40 80 ~ BASIS OF EAFINQS N88'21 'orw ALONG THE SOUTH LINE OF THE SOUTHEAST QUARTER OF SECTION 10, TOWNSHIP 23N., RANGE SE., W.M . I I a. J~ L58 --1BBP -- -r 0 0 (/) I L~----~~--~---~. ~ I ~ ~ !4111 ~ ~ ~I 6 ~izj moi .... I ~ o..-b~ ',,14~~1 0 -iz--- ""' m r<) ..... Sl 0 I (/) 3:: 'lo I LO I ~o ~d I 0 m 5~.oo_; , ~ f.> L59 ...1 I C,~ _J 60.00 S89'17'06"E____ O> ""' d m II ljl ~ 15' PUBLIC SEWER 15' 21 , 21 , ~ EASEMENT SEE ~ f-------------NOTE 15, SHEET 2 ...... I -w------:, 1 ~~...;.6..;_o...;..3..;;,o __ ~~==:-60::::·.::.oo=---+--n;-~7:_:4~.o~o:....__-1._JL_4:2t5.oho~" 1 _ _1_.....1-r--l--~~~----_J 'P-0 I S89'17'06"E 330.30 ------O 42 43 MONUMENT TO BE SET ____ c·_,_::_ ___ tt____LQJ'_CQRNER TQ.BEJ:E[_:_~· ._ ------_ 0 FOUND LOT CORNER AS NOTED !XX~ LOT ADDRESS <D @ LN:TABE 10' PUBLIC UTILITY EASEMENT SEE EASEMENT PROVISION 1, SHEET 2 10' PRIVATE STORM EASEMENT SEE NOTES 12-14, SHEET 2 alM:TAEI F Q!.!BVE LE~Git:I BAQl!.!S DELIA C74 44.64' 479.00' 6.=5'20'21" I (/) I I I I 15' PUBLIC UTILITY EASEMENT 15' LINE LENGTH L46 5.48' L47 13.00' L48 13.00' L57 17.69' L58 9.00' L59 9.00' BEARING N88·21 '01"w S00'15'26•w S00'15'26"W S88"52'54"E N89·44•34•w S89'44'34"E S72'20'18"E N82'25'56"E N65'48'35"E N89'55'3s·w N14·54•54•E N89'25'39"W N47'16'40"E N88·21·orw C75 33.35' 521.00' 6.=3'40'02" 10' PUBLIC STORM EASEMENT SEE NOTE 11, SHEET 2 TRACT 8 -.. -. .. ----. LUA-04-148-FP LND-10-0413 I I . 1-10 I SEE NOTE 9, SHEET 2 26' PRIVATE UTILITY AND ACCESS EASEMENT SEE NOTE 10, SHEET 2 26' FIRE ACCESS EASEMENT SEE NOTE 1 Oa, SHEET 2 C77 C78 C79 1---11-15' C80 C81 C82 C83 44 C84 C85 C86 52.64' 33.00' 6.=91'23'27" 54.13' 35.00' A=88"36'33" 43.04' 521.00' A=4'44'00" 5.51' 521.00' A=0'36'21" 49.06' 479.00' 6.=5'52'08" 54.13' 35.00' 6.=88•35•33• 52.64' 33.00' 6.=91 '23'27" 39.27' 25.00' 6.=90'00'00" 39.27' 25.00' 6.=90'00'00" 20.02' 521.00' 6.=2'12'06n I I TRACT R UTILITY &: DRAIN ESMT. i---i--65' --1----11 L60 L75 L76 L77 L78 L79 L80 L101 16.38 21.43 26.54 30.42' 33.83' 26.33' 13.17 9.00 ie1 :iii ... I I I I I I r I 1 o· x, 230±' ;ELECTRIC STORM DETENTION TRACT SEE NOTE 8, SHEET 2 TO CITY OF RENTON /I REC. NO. 8711300922, I 200' 20010116000507 AND 20010425000231. I TO BE RELEASED UPON I RECORDING OF 'THIS PLAT. I I I I 5' X 40' UTILITY &: DRAINAGE EASEMENT I TO CITY OF RENTON REC. NO. 8711300920, I -- 45 THIS PROPERTY IS SUBJECT TO AN ELECTRIC TRANSMISSION LINE EASEMENT TO SNOQUALMIE FALLS AND WHITE RIVER POWER COMPANY PER RECORDING NO. 305589. THE DESCRIPTION CONTAINED IN THE DOCUMENT IS NOT SUFFICIENT TO DETERMINE THE EXACT LOCATION OF THE EASEMENT. THIS PROPERTY IS SUBJECT TO A POWER AND LIGHT POLES EASEMENT PER RECORDING NO. 2794410. THE DESCRIPTION CONTAINED IN THE DOCUMENT IS NOT SUFFICIENT TO DETERMINE THE EXACT LOCATION OF THE EASEMENT. ~j-EASEMENT· -TQ-P.S.P.b \--------20010116000508, 20010426000238. TO BE I I REC. NO. 880,7220453 RELEASED UPON RECORDING OF THIS PLAT. -I 10' + _c --------[ _ _ _ _ _ t-"r---~-1-±1 oo· -;----:,,,1,,.::=._...a --------------~-=-+------------t --1-_____ J __ . 10' X 100±' ELECTRIC EASEMENT TO P.S.P.L. REC. NO. 8805310868 & 8807220452 Naa·2f07"W~.-======= 330.34; 5 .·-·= . 3' X 240±' UTILITY EASEMENT TO KING COUNTY ( REC. NO. 5767638 ------.. -.. - 5' X 330±' UTILITY & DRAIN EASEMENT TO CITY OF RENTON REC. NO. 8711300921, 20010116000506, 20010426000236. TO BE RELEASED UPON RECORDING OF THIS PLAT. : .\ -. NE 4TH ST -.. -. . . -.. ----·-- ' TRIAD ASSOCIATES - JOB NO 01-159 SHEET 4 OF 4 12112115thAve. NE Kirkland, WA 98034-6923 425.821.8448 425.821.3481 fax 800.488.0756 toll free www .triadassoc.com .. -.. - < 0 r ' -0 G) I I \,,../~ I ,,, I I : I I I ··-·· sss 0 ?-r~-' s_o_' ___ ' --\~,\ __ -..-. .... -+--+ ""4-------.:t-: ___ _ L j\-==::----------3 3 o. 5 --i/ I ,_ -, \ ....,.__.__.. <OC IN m=~1t..---~~=='4=T~==,--co~t...,r---, r'--+ I CX) t L_() M '£ FENCE ---· 0 z + J ' , .. -~ I "t~ I > ' ; \ ~·. I· I :f. ;'""•' ' + " \.. ,.._ 0 f"'-.. Lf) ..... (D 0) lO • lO '"'•:. CD w + "' "' N "' .-x t L() X ~ 0 0 z X X \ I ' E ________________ L_______________________ ------------r ~IJ 1 . 2 g ' . I;. 330.32' ·-··--·-··-··-··2·642.,.1158·,-··-··-··-··-·-----··-·--·--··- ~-:' ·• LINE L39 L56 L80 LINE TABLE LENGTH BEARING 5.00' 17.36' 16.56 N01 '39'18"E N45'14' 32"E N88'20'42"W ---- \J H MR C H IGH SI VOL/PG POR SE 1/4 AND NE 1/4 OF THE SE 1/4, SECTION 10, TWP. 23N., AGE SE., W.M. KING COUNTY, WASHINGTON UNPLATTED TAX LOT 1023059042 SEE PLAT NOTE 17, SHEET 2 · CURVE TABLE CURVE LENGTH RADIUS DEL TA C64 47.86' 30.00' · L',.=91 '23'52" C86 39.88' 25.00' L',.=91 '23'52" C95 39.88' 25.00' L',.=91 '23'52" C96 38.66' 25.00' l:.=88'36'08" C99 20.92' 21.00' L',.=57'05'05" C102 30.17' 21.00' L',. =82'18'20" END OF 4' CHAIN LINK FENCE PRIVATE UTILITY EASEMENT FOR OVER HEAD POWER, TELEPHONE AND CABLE LINES TO BENEFIT THE ADJACENT PROPERTY SEE DETAIL "A" SHEET 7 ...... I 0 0 z w 7-- _t!) <D ,. N 0 z SEE SHEET 7 OF 10 42 r 3,982± SQ. FT. I S89-44'34"E 85.51 I t() 41 ®"1 0 ,-...: 4,068± SQ. FT. 10' ~ ,t-I 87.58 I ~ ~)i--1'(~~---~- a. 10 ' J ~ SE 124 T_H PL J: N88'20'42~ I-(X) c.o ~ ,- 32 5,084± SQ. FT. r-- Ol ,-...: co 10' 50.00 ,---- \_@ w • CX) 31 ~ Ol I") 4,399± I Ei SQ. FT. z w ix> r--~ O"J en ,-...: I<) co ' a z 0 LL 0 co f--w w ::c (/) w _rL-G) ---w ·1- 1 I I I N89-44'34"W \~ co TEMPORARY TURNAROUND j \ ~L I I"") EASEMENT SEE NOTE ~ l J ai 22, SHEET 3 "----/ ~ ~ 38 o."' ~ 9.459± • 1..?-I,9'9 w • /"-. N LO 'j"" 0 0 z SQ. FT. o''\Ai ~ 1- '1-'::, --- ____ 15' BSBL ___ ~]_.----i! I"') 130.86 I. N89-44'34"W G)---.........._ I 10· ~ TRACT E I \ 10· 3: II) (!) l'1 N I<) t() ~1~ r<) 0 0 V) w en ....J a. :I: I- 94.00 N89-44'J4"W I- ~ 8 I cp g1 94.00 0 0 ci <D N89-44' 34 "W I I I I : ··35 I g I G)~ 5,640± I o SQ. FT. 1 O' _j <0 :-1 ---1' 10' 94.00 N89-44'34"W 0 0 0 0 w • (0 N LO @ 16' EASEMENT AGREEMENT REC. NO. 5284273 1 O' WATER MAIN EASEMENT REC. NO. 20000508000205 SCALE: 1" = 40' 0 20 40 80 bu J-·,====:jj LEGEND ~ MONUMENT TO BE SET • LOT CORNER TO BE SET 50.00 N88-20' 42"W WIRE FENCE FENCE 0.6' NORTH 16' EASEMENT AGREEMENT REC. NO. 5284273 SENSITIVE AREA TRACT SEE NOTE 4, SHEET 2 AND NOTE 4, SHEET 3 I~ ll!l LO ~ c.i <D -36 ci .,..... <D I 0 0 FOUND LOT CORNER AS NOTED --~ .... \ LINE OF 100 YEAR i/ FLOODPLAIN \ I I I I I 21' ,- 10' 21' 5;640± SQ. FT. 94.00 i'.. N89-44'34"W I"-@ I l{J ~I II) I I 37 5,283± SQ. FT. 0 z G) ® (R) SW CORNER NE 1/4, SE 1/4, SE 1/4, SEC 10, T 23 N, R 5 E, W.M. 1 O' PUBLIC UTILITY EASEMENT SEE NOTE 1, SHEET 3 10' PRIVATE STORM DRAIN EASEMENT SEE NOTES 7-21, SHEET 3 RADIAL BEARING -· · -~----------~--~~1~3~0.t9~0~~'w'--...l--t-__ :42~01~--ik-~l--::~:-:-~~~------J..-l~::._ 94.03 N88-20'50nW I I \ .1 266.94 -·· -··,-··-.KJNG COUNTY WY. OF RENTON TRACT E ( 10 I ---1 I -1 ,J-10· I l,<O~N I !'.::~~ I 1<081<0 I I 11 4 I I 1 1 .1 I I .Jf\ I I 1 fl' DI IOI If' <::Tnl:>U L-----r ii N8J~2,1'4"W ,.., '...,.._..,._,...,. '-'''-''~'*' --1 I I DRAiNAGE EASEMENT 1 ,1 I :1 l1 1 1 I I I I .\L.., w • <O l!l _N 0 II) . -l'1 0 ;: 0 z 1 O' PRIVATE STORM DRAINAGE EASEMENTS SEE NOTES 13 AND 14, SHEET 3 N88'21'07"W 10.00' 12112115thAve. NE Kirkland, WA 98034-6923 425.821.8448 425.821.3481 fax 800.488.0756 toll free www.triadassoc.com D.D.E.S. FILE NO. L02P0014 JOB NO 01-159 SHEET 9 OF 10 V) 0 ...... LL 0 LO . I- w w I (/) w w (/) SH MROC · .. HEI-GHTS·I VOL/PG POR SE 1/4 AND NE 1/4 OF THE SE 1/4, SECTION 10, TWP .. 23N., AGE SE., W.M. KING COUNTY, WASHINGTON SEE SHEET 6 OF 10 \ • I I"-~ GENERAL NOTES (CONTINUED FROM SHEET 3) 94.32 C30 j 18' ) 100.14 a .. I S89'42'24"E io9 109 S89'46'43"E ... ..... ..... ..._ * w 87 Ni-.... LO :;-5,026± ci ,,, SQ. FT. N 0 0 z ..... w • r-- 56.00 56.00 71.00 89 4,693± SQ. FT. io SEWER EASEMENT '° t!) SEE NOTE 6, SHEET 3 48.47 ~ 89'46'43"W U' 41.49 N89'46' 43"W 0 90 0 0 r...: 4,028± 0 v ci 13· I SQ. FT. ..;- 18' 92.03 S89'46' 43"E 0 91 0 0 ci 4,041± ~ v co SQ. FT. v 48.47 ~ S89'46' 43"E -I> 41.05 SB9'46'43"E LO 92 N l() cxi ~G) 4,081± r-: v 0) SQ. FT. l"1 10· 92.03 S89"46' 43"E w l() i-.... 0 (1) ~ 0 93 0 l{) l"1 0 ci N ~ " 4,063± v r') C) -st SQ. FT. 0 z ;J 36.49 w 53.47 -..J N89'46' 43"W U) N89'46'43"W 0 w 0 94 0 0 " > d 3,944± ~ <( v SQ. FT. :c 92.03 .... N89'46' 43"W (0 0 ~ 0 95 0 ,.. 0 r...: r...: 4,325± ..;-v SQ. FT. 13' 18' 92.03 LO N89'46' 43"W _J -- CURVE TABLE CURVE LENGTH RADIUS DELTA C19 20.06' 73.97' 6.=15"32'21" C20 28.42' 73.97' 6.=22'00'55" C21 46.67' 35.00' D.= 76'24'16" C30 3.74' 488.00' 6.=0'26'19" C31 15.26' 488.00' 6=1'47'28" C36 5.49' 488.00' 6=0"38'42" C40 24.83' 618.97' 6.=2'17'55" C41 25.97' 286.51' 6.=5"11'39" C42 47.59' 28.00' 6=97'22'20" C43 30.32' 179.00' 6.=9'42'18" C47 48.66' 30.00' L\=92"56'20" C48 47.18' 28.00' .6.=96"32'1 o" C49 47.06' 28.00' L1=96'18'24" C50 23.18' 25.00' .6.=53'07' 48" C51 10.05' 317.51' 6=1'48'52" C52 24.16' 317.51' .6.=4'21'37" C53 26.67' 587.97' 6=2'35'55" C54 15.17' 587.97' .6.=1 "28'43" C100 3.11' 487.51' b.=00'21'54" D.D.E.S. FILE NO. L02P0014 \ 34.32 , I h~ !w .;- I"- ci l"1 .;- w i-... ~ I') b 0 z / co ~J /"). . ..;- 0 I() l() • II I() -' II <1 100 5,028± SQ. FT. S89'42'24 "E 101.14 TRACT 0 s89·42'24"E 101.62 TRACT 0 PUBLIC UTILITY TRACT/ SEE NOTE 14, SHEET 2 99 5,075± ~ SQ. FT. B 100.65 <I • I') ~~/~ 01[) ~1 t'J ..;-• C'I, 0 -~ 0 <3 II~ 'fr -1 II 0::: <3 S89'42'24"E NB9.42'24"W PUBLIC WATER EASEMENT '-,;,. SEE NOTE 5, SHEET 3 /.---:i: 98 °P 5,008± ~'r? SQ. FT. <l 99.99 -10' C> ~G) II r--j ;;m 71.74 CD s I> ·~11 S89'42'24 "E t~ 112 '; ::0 UlO i l,l.:.... ........ co 97 5,023± SQ. FT. --.j (J1 . . 101.25 S89'42'24 "E t>, ~~ 96 0 .... o:o 5,138± t-> U\ SQ. FT. .... , . ,5"(\'il-J- •')Q..,. -- l-1~ :::---104.66 s89·42·24"E LEGEND MONUMENT TO BE SET LOT CORNER TO BE SET \ 10' _). 'E, G)--"\ '-j, • 0 FOUND LOT CORNER AS NOTED G) @ (R) LINE 1 O' PUBLIC UTILITY EASEMENT SEE NOTE 1, SHEET 3 10' PRIVATE STORM DRAIN EASEMENT SEE NOTE NOTES 7-21, SHEET 3 RADIAL BEARING TABLE TRACT B OPEN SPACE TRACT SEE NOTE 2, SHEET 2 C!oo ............ LINE LENGTH BEARING Se 1<4r,., LS 6.93' N00"13'17"E ............. ---..... /Q L14 1.56' N60'26'11 "E v L22 7.30' N15·40' 43"E L23 7.30' N16'40'43"E L24 8.86' N16'14'09"W L25 7.30' N16"14'09"W L26 4.00' S89"46'43"E L29 4.86' N18'24'26"W(R) L30 14.64' N21'20'46"W L31 1.03' N21 '20' 46 "W L32 5.00' N74'42'25"W(R) L49 7.31' N45'11 '18"E 1 1 L50 5.66' N00'13'17"E L51 4.14' N60'26'11 "E L52 28.76' N45'11'41"E L64 12.50' N21 '20' 46"W L65 12.51' Nl 9'03'23"W SEE SHEET 8 of L66 6.35' N70·1 o·oo"E L67 10.30' N59'22' 49"W L68 6.54' N08"58'37"E L69 6.61' N21 '34'23"W L70 10.30' N71'58'25"W L71 6.61' N57'37'31"E 10 110 111 10 t> I lln\ .... II ~~ ~~ en I --- 0 LL 0 00 1--w w I (/) w w (/) 11. THIS PROPERTY IS SUBJECT TO AN EASEMENT TO PUGET SOUND POWER & LIGHT COMPANY AS DISCLOSED BY INSTRUMENT RECORDED UNDER KING COUNTY RECORDING NUMBER 7808080827 AS DEPICTED AND NOTED ON THE ATTACHED MAP. 12. THIS PROPERTY IS SUBJECT TO AN EASEMENT FOR INGRESS EGRESS AND UTILITIES AS DISCLOSED BY INSTRUMENT RECORDED UNDER KING COUNTY RECORDING NUMBER 7208100354 AS DEPICTED AND NOTED ON THE ATTACHED MAP. 13. THIS PROPERTY IS SUBJECT TO A NOTICE OF TAP AND CONNECTION CHARGES AS DISCLOSED BY INSTRUMENT RECORDED UNDER KING COUNTY RECORDING NUMBER 9606210966. · 14. THIS PROPERTY IS SUBJECT TO A 10-FOOT WIDE EASEMENT TO SNOQUALMIE FALLS AND WHITE RIVER POWER COMPANY FOR AN ELECTRIC TRANSMISSION LINE AS DISCLOSED BY INSTRUMENT RECORDED UNDER KING COUNTY RECOR.DING NUMBER 305589. THE DESCRIPTION CONTAINED THEREIN IS NOT SUFFICIENT TO DETERMINE THE EXACT LOCATION OF THE EASEMENT . 15. THIS PROPERTY IS SUBJECT TO AN EASEMENT FOR POWER AND LIGHT POLES AS DISCLOSED BY INSTRUMENT RECORDED UNDER KING COUNTY RECORDING NUMBER 2794410. THE INSTRUMENT IS NOT SUFFICIENT_ TO DETERMINE; THE GRANTEE OR THE EXACT LOCATION OF THE EASEMENT. 16. THIS PROPERTY IS SUBJECT TO A ROADWAY AS DISCLOSED BY INSTRUMENTS RECORDED UNDER KING COUNTY RECORDING NUMBERS 2994768 AND 2994769. 17. THIS PROPERTY IS SUBJECT TO AN EASEMENT FOR INGRESS EGRESS AND ROAD PURPOSES AS DISCLOSED BY INSTRUMENT RECORDED UNDER KING COUNTY RECORDING NUMBER 5284273 AS DEPICTED AND NOTED ON THE ATTACHED MAP. 18. THIS PROPERTY IS SUBJECT TO A DECLARATION OF COVENANT AND ANNEXATION AGREEMENT AS DISCLOSED BY INSTRUMENT RECORDED UNDER KING COUNTY RECORDING NUMBER 20041229002517. 19. THIS PROPERTY IS SUBJECT TO A 10-FOOT EASEMENT FOR WATER MAIN AS DISCLOSED BY INSTRUMENTS RECORDED UNDER KING COUNTY RECORDING NUMBERS 20000508000205 AND 2000081000949. * THESE LOTS ARE DESIGNATED FOR INDIVIDUAL LOT DISPERSION SYSTEMS WH!CH SHALL BE CONSTRUCTED AT THE TIME OF THE BUILDING PERMIT AND SHALL COMPLY WITH THE PLANS ON FILE. SEE "GENERAL NOTES" NUMBER 5, SHEET 3 OF 10. NOTE THAT THE LOCATION OF SAID DISPERSION SYSTEMS MAY CREA TE ADDITIONAL BUILDING SETBACK RESTRICTIONS WITHIN THE LOTS. SCALE: 1" ::: 40' 0 20 40 t. t; 12112115thAve. NE Kirkland, WA 98034-6923 425.821.8448 425.821.3481 fax 800.488.0756 toll free www.triadassoc.com AiiH 80 JOB NO 01-159 SHEET 10 OF 10 EXPIRES: 12-18-2006 SHAMROCK HEIGHTS I VOL/PG POR SE 1/4 AND NE 1/4 OF THE SE 1/4, SECTION 10, TWP. 23N., AGE 5E., W.M. KING COUNTY, WASHINGTON DEDICATION KNOW ALL PEOPLE BY THESE PRESENTS, THAT Wf., THE UNDERSIGNED OWNERS OF INTEREST IN THE LAND HEREBY SUBDIVIDED, HEREBY DECLARE THIS PLAT TO BE THE GRAPHIC REPRESENTATION OF THE SUBDIVISION MADE HEREBY, AND 00 HEREBY DEDICATE TO THE USE OF THE PUBLIC FOREVER ALL STREETS AND AVENUES NOT SHOWN AS PRIVATE HEREON AND DEDICATE THE USE THEREOF FOR ALL PUBLIC PURPOSES NOT INCONSISTENT WITH THE USE THEREOF FOR PUBLIC HIGHWAY PURPOSES, AND ALSO THE RIGHT TO MAKE ALL NECESSARY SLOPES FOR CUTS AND FILLS UPON THE LOTS SHOWN THEREON IN THE ORIGINAL REASONABLE GRADING OF SAID STREETS AND AVENUES, AND FURTHER DEDICATE TO THE USE OF THE PUBLIC ALL THE EASEMENTS AND TRACTS SHOWN ON THIS PLAT FOR ALL PUBLIC PURPOSES AS INDICATED THEREON, INCLUDING BUT NOT LIMITED TO PARKS, OPEN SPACE, UTILITIES AND DRAINAGE UNLESS SUCH EASEMENTS OR TRACTS ARE SPECIFICALLY IDENTIFIED ON THIS PLAT AS BEING DEDICATED OR CONVEYED TO A PERSON OR ENTITY OTHER THAN THE PUBLIC, IN WHICH CASE WE DO HEREBY DEDICATE SUCH STREETS , EASEMENTS, OR TRACTS TO THE PERSON OR ENTITY IDENTIFIED AND FOR THE PURPOSE STATED. FURTHER, THE UNDERSIGNED OWNERS OF THE LAND HEREBY SUBDIVIDED, WAIVE FOR THEMSELVES, THEIR HEIRS AND ASSIGNS AND ANY PERSON OR ENTITY DERIVING TITLE FROM THE UNDERSIGNED, ANY AND ALL CLAIMS FOR DAMAGES AGAINST KING COUNTY, IT'S SUCCESSORS AND ASSIGNS WHICH MAY BE OCCASIONED BY THE ESTABLISHMENT, CONSTRUCTION, OR MAINTENANCE OF ROADS AND/OR DRAINAGE SYSTEMS WITHIN THIS SUBDIVISION OTHER THAN CLAIMS RESULTING FROM INADEQUATE MAINTENANCE BY KING COUNTY. FURTHER, THE UNDERSIGNED OWNERS OF THE LAND HEREBY SUBDIVIDED, AGREE FOR THEMSELVES, THEIR HEIRS AND ASSIGNS TO INDEMNIFY AND HOLD KING COUNTY, IT'S SUCCESSORS AND ASSIGNS, HARMLESS FROM ANY DAMAGE, INCLUDING ANY COSTS OF DEFENSE, CLAIMED BY PERSONS WITHIN OR WITHOUT THIS SUBDIVISION TO HAVE BEEN CAUSED BY ALTERATIONS OF THE GROUND SURFACE, VEGETATION, DRAINAGE, OR SURFACE OR SUBSURFACE WATER FLOWS WITHIN THIS SUBDIVISION OR BY ESTABLISHMENT, CONSTRUCTION OR MAINTENANCE OF THE ROADS WITHIN THIS SUBDIVISION. PROVIDED, THIS WAIVER AND INDEMNIFICATION SHALL NOT BE CONSTRUED AS RELEASING KING COUNTY, IT'S SUCCESSORS OR ASSIGNS, FROM LIABILITY FOR DAMAGES, INCLUDING THE COST OF DEFENSE, RESULTING IN WHOLE OR IN PART FROM THE NEGLIGENCE OF KING COUNTY, IT'S SUCCESSORS OR ASSIGNS. THIS SUBDIVISION, DEDICATION, WAIVER OF CLAIMS AND AGREEMENT TO HOLD HARMLESS IS ~ADE WITH THE FREE CONSENT AND IN ACCORDANCE WITH THE DESIRES OF SAID OWNERS . ..J' IN WITNESS WHEREOF Wf. HAVE SET OUR HANDS AND SEALS. CAMWEST SHAMROCK HEIGHTS,LLC A WASHINGTO LIMITED LIABILITY COMPANY #_.Y . /,, )' '--~~ BASE CAPITOL, LLC A WASHINGTON LIMITED LIABILITY COMPANY ACKNOWLEDGMENTS sTATE oF WMH1N1:rntJ ) ss COUNTY OF K.J.1'}(-;i________ ) I CERTIFY THAT I KNOW OR HAVE SATISFACTORY EVIDENCE THAT ££LQ_}£_!)A_l'::!)~- SIGNED THIS INSTRUMENT, ON OATH STATED TJ:1,6,J ~-WAS AUTHORIZED TO EXECUTE THIS INSTRUMENT AND ACKNOWLEDGED IT AS THE t:-~~£,/~£.LL_ Of CAMWEST DEVELOPMEN.T,_INC., MANAGING MEMBER _OF"CAMWE~T SH_AMROCK HEIGHTS, LLC .TO BE THE FREE AND VOLUNTARY ACT OF SUCHf>ART'( FOR THE USES AND PURPOSES MENT10'4. IN THE INSTR_UME~T. DATED /1-J~ 0~----- SIGNATURE OF ~ ri::::9-:h, 1.,, NOTARY PUBLIC "g/,.~~v'-15=-~ PRINTE.D_NAME ,F -LL ______ _ TITLE lJ:£/a.ilfMe:.."!r. :S51.iS~iJT------ MY APPOINTMENT EXPIRES ..£.::..il,'l-01 ______ _ COUNTY OF -~la_ ________ _ ) ss ) -.-..... ·•l''~,,,·,·\·~~, • ,:,''-~· t,1 ,,iL, ,,,, .,:: l'..i, ... ~ ·• 1..:,,,.7~ t -..-·\'1'· ........ ·~~ ,, ...... , •· '-.. ,~ : . ._, .•• •'c;,SION L>'• •• _.. 11 -A;, . $-'-"-r,o •• '..L 'l f /~~ "'OTA,9,_ ~~ \ ~ : CJ r tn: ~ ~ : -·-: ,~·. ~ cJ1 \ .ouauc / ~ · ~:,A·... . .. o ,,,~;..,t,,.··.~:.29-0~ .. -· G' _ .. -,, ,.() ...... .~ -,, . ::· . -c"''~ .. • . . ! ·:·~·~ ............... .. I CERTIFY. THAT I KNOW OR HAVE SATISFACTORY~VID CE THAT~)~f!il>i::L~ \Ntu!t;. _ __ SIGNED THIS INSTRUMENT, ON OATH STATED T_riAT _ AS AU~~~ED TO EXECUTE THIS INSTRUMENT AND ACKNOWLEDGED IT AS THE 1'1! -~.t._M Q_ __________ _ OF BASE CAPITOL, LLC TO BE THE FREE AND VOLUNTARY ACT OF SUCH PARTY FOR THE USES AND PURPOSES MENTIONED IN THE INSTRUMENT. DATEO Jl:?rb5 SIGNATURE OF NOTARY PUBLl·C--:A~~---__ _ PRINTEQ.. ~A~ ,'°j . G ·y y_ ___ _ TITLE .}Li ~~_l, ~-b:, MY APPOINTMENT EXPIRES ~I'\:Qi _______ _ STATE OF WASHINGTON ) ) COUNTY OF KING ) ON THIS DAY PERSONALLY APPEARED BEFORE ME GEORGIY PALANCHUK AND NATAL YA PALANCHUK, HUSBAND AND WIFE, SIGNED THIS INSTRUMENT AND ACKNOWLEDGED IT TO BE THEIR FREE AND VOLUNTARY ACT FOR THE USES AND PURPOSES MENTIONED IN THE INSTRUMENT. ..4 . . GIVEN UNDER MY HAND ANO OFFICIAL SEAL THIS 2 DAY OF ~~~~ 20.D.;?_. SIGNAT.URE OF ~...) . .fi/ ~ J.. ~l<M _. NOTARY PU~LIC -----~~--r ,,. ___ _ PRINTED . NA .ME I A€/\ 5r · f"l.-f>w\~ NOTARY PUBLIC IN AND FOR THE STATE OF WASHINGTON, RESIDING AT, S\':100,V.~\..,.G,,~, W.,_'-'-~-~---· MY COMMISSION EXPIRES ~~~------- D.D.E.S .. FILE NO. L02P0014 · .... :_·:---•,::·~~ ,,·::t ,. \ .. \,, ----Ks. FLALt~'•, --f),,,.f':" ••••••••. ':7~,h· '• :' b .r ...-:..s10N ~~.;r.>.. 'i . :J.:..~ .. ~~ . ~·?.'i ·. ! /o~ ~OTA!tJ,, t\ . \ I :O .. UI• J i : ..... : I i ~\ .ouauc /~ J ., ~ ·.. ... , w··· Cf. ,, >~ ··:"·29-0 .,·· ,., , .... (' ......... \_, .. '· ·.,,s"f\' ~ ·~"t..··· .... ..,. 12112115th Aw. NE Kirkland, WA 98034-6923 425.821.8448 425.821.3481 falt 800.488.0756 toll free www .lliadassoc.com APPROVALS DEPARnENT OF PfYFI Of\ENT MD ENVflON.SITAL SEFMCE8 t:MhDAY OF EXAMINED AND APPROVED THIS D DAY OF ~u\l. , 2005 A.O. EXAMINED AND APPROVED THIS __ DAY OF , 2005 A.D . KING COUNTY ASSESSOR DEPUTY KING COUNTY ASSESSOR ACCOUNT NUMBERS: -------------------------- EXAMINED AND APPROVED THIS __ DAY OF ----, 2005 A.D. ATTEST:-------------- CHAIRPERSON, KING COUNTY COUNCIL CLERK OF THE COUNCIL I HEREBY CERTIFY THAT ALL PROPERTY TAXES ARE PAID, THAT THERE ARE NO DELINQUENT SPECIAL ASSESSMENTS CERTIFIED TO THIS OFFICE FOR COLLECTION, ANO THAT ALL SPECIAL ASSESSMENTS CERTIFIED FOR COLLECTION ON ANY OF THE PROPERTY HEREIN CONTAINED DEDICATED AS STREETS, EASEMENTS, TRACTS, OR FOR ANY OTHER PUBLIC USE, ARE PAID IN FULL. DATED THIS __ DAY OF-----• 2005 A.O. MANAGER, KING COUNTY FINANCE DIVISION DEPUTY ACKNOWLEDGMENTS CONT'D sT A TE oF IN fr6H: tN<-"1 rcr-.1 ) ss COUNTY OF _/{_Ltj.£1._________ ) I CERTIFY THAT I KNOW OR HAVE SATISFACTORY EVIDENCE THAT _Q.Q_k'\,,.g_~-~.L...:.~Q1,!,..Uf_ SIGNED THIS INSTRUMENT, ON OATH STATED THAT _\-\"S_ WAS AUTHORIZED TO EXECUTE THIS INSTRUMENT AND ACKNOWLEDGED IT AS THE 'i:2£:,t.h.~\J\CP; PIQ.a,s~------ OF BANK OF AMERICA TO BE THE FREE AND VOLUNTARY ACT OF SUCH PARTY FOR THE USES AND PURPOSES MENTIONED IN THE INSTRUMENT. COUNTY RECORDING OFFICIAL'S INFORMATION BLOCK (WAC 332-130-050) LAND SURVEYOR'S CERTIFICATE I HEREBY CERTIFY THAT THIS FINAL PLAT OF SHAMROCK HEIGHTS I IS BASED UPON AN ACTUAL SURVEY AND SUBDIVISION OF SECTION 10, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., AS REQUIRED BY STATE STATUTES; THAT THE DISTANCES, COURSES AND . ANGLES ARE SHOWN THEREON CORRECTLY; THAT THE MONUMENTS WILL BE SET AND LOT AND BLOCK CORNERS WILL BE STAKED CORRECTLY ON THE GROUND, AS CONSTRUCTION IS COMPLETED, EXCEPT AS NOTED, THAT I FULLY COMPLIED WITH PROVISIONS OF THE STATE AND LOCAL STATUTES AND REGULATIONS GOVERNING PLATTING . RECORDING CERTIFICATE TRIAD ASSOCIATES 11614 115TH AVE. NE. KIRKLAND, WASHINGTON 98034 PHONE: 425 821-8448 FILED FOR RECORD AT THE REQUEST OF THE KING COUNTY COUNCIL THIS -----DAY OF --------------• 200_ AT-------MINUTES PAST ___ M, AND RECORDED IN VOLUME OF PLATS, PAGE(S) RECORDS OF KING COUNTY, WASHINGTON. DIVISION OF RECORDS AND ELECTIONS MANAGER SUPERINTENDENT Of RECORDS RECORDING NO. ------------------------- PORTION OF THE SE 1/4 AND NE 1/4 OF THE SE 1/4, SECTION 10, TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON. JOB NO 01-159 SHEET 1 OF 10 < 0 r "-.. -0 G) s A CK IG TS I VOL/PG POR SE 1/4 AND NE 1/4 OF 11-IE SE 1/4, SECTION 10, TWP. 23N., AGE SE., W.M. KING COUNTY, WASHINGTON LEGAL DESCRIPTION PARCEL A: THE NORTH 1/2 OF THE NORTH 1/2 OF THE SOUTH 1/2 OF THE NORTH 1/2 OF THE EAST 1/2 OF THE SOUTHEAST 1/4 OF SECTION 10, TOWNSHIP 23 NORTH, RANGE 5 EAST W.M.; EXCEPT THE EAST 280 FEET THEREOF; TOGETHER WITH AN EASEMENT FOR INGRESS AND EGRESS OVER THE SOUTH 30 FEET OF SAID EAST 280 FEET; . EXCEPT THAT PORTION THEREOF FOR 148TH AVENUE SOUTHEAST RIGHT OF WAY; SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON. PARCEL B: THE SOUTH 1/2 OF THE NORTH 1/2 OF THE SOUTH 1/2 OF THE NORTH 1/2 OF THE EAST 1/2 OF THE SOUTHEAST 1/4 OF SECTION 10, TOWNSHIP 23 NORTH, RANGE 5 EAST W.M.; . EXCEPT COUNTY ROAD; SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON. PARCEL C: THE WEST 794 FEET OF THE SOUTH 1/2 OF THE SOUTH 1/2 OF THE NORTHEAST 1/4 OF THE SOUTHEAST 1/4 OF SECTION 10, TOWNSHIP 23 NORTH, RANGE 5 EAST W.M.; SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON; ALSO KNOWN AS A PORTION OF LOT B OF UNRECORDED LOT LINE ADJUSTMENT NO. S90M0351. PARCEL D: THE SOUTH 1/2 OF THE SOUTH 1/2 OF THE NORTHEAST 1/4 OF THE SOUTHEAST 1/4 OF SECTION 10, TOWNSHIP 23 NORTH, RANGE 5 EAST W.M.; AND EXCEPT THE WEST 794 FEET THEREOF; AND EXCEPT THE EAST 230 FEET OF THE NORTH 300 FEET fHEREOF; SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON. PARCEL E: THE NORTH 1/2 OF THE NORTHEAST 1/4 OF THE SOUTHEAST 1/4 OF THE SOUTHEAST 1/4 OF SECTION 10, TOWNSHIP 23 NORTH, RANGE 5 EAST W.M.; EXCEPT THE NORTH 168.05 FEET OF THE EAST 302.15 FEET THEREOF; AND EXCEPT THAT PORTION THEREOF FOR 148TH AVENUE SOUTHEAST RIGHT OF WAY; SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON. PARCEL F: THE NORTH 168.05 FEET OF THE EAST 302.15 FEET OF THE NORTH 1/2 OF THE NORTHEAST 1/4 OF THE SOUTHEAST 1/4 OF THE SOUTHEAST 1/4 OF SECTION 10, TOWNSHIP 23 NORTH, RANGE 5 EAST W.M.; EXCEPT THAT PORTION THEREOF FOR 148TH AVENUE SOUTHEAST RIGHT OF WAY; SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON. PARCEL G: THAT PORTION OF THE SOUTH 1/2 OF THE NORTHWEST 1/4 OF THE SOUTHEAST 1/4 OF THE SOUTHEAST 1/4 OF SECTION 10, TOWNSHIP 25 NORTH, RANGE 5 EAST W. M., DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHEAST CORNER OF SAID SOUTH 1/2; THENCE NORTH 88'20'44" WEST ALONG THE NORTH LINE OF SAID SOUTH 1/2, 50 FEET TO THE TRUE POINT OF BEGINNING; THENCE CONTINUING NORTH 88'20'44" WEST, 216.94 FEET; THENCE SOUTH 0015'25" WEST PARALLEL WITH THE EAST LINE OF SAID SOUTH 1/2, 329.36 FEET TO THE SOUTH LINE THEREOF; THENCE SOUTH 88'20'52" EAST ALONG THE SOUTH LINE OF SAID SOUTH 1 /2, 266.94 FEET TO THE SOUTHEAST CORNER THEREOF; THENCE NORTH OOi 5'25" EAST ALONG THE EAST LINE OF SAID SOUTH 1 /2, 313.35 FEET TO A POINT 16 FEET SOUTHERLY OF SAID NORTHEAST CORNER; THENCE NORTH 88'20'44" WEST PARALLEL WlTH THE NORTH LINE OF SAID SOUTH 1 /2, 50 FEET; THENCE NORTH 00'15'25" EAST PARALLEL WITH THE EAST LINE OF SAID SOUTH 1 /2, 16 FEET TO THE TRUE POINT OF BEGINNING; SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON. PARCEL H: THE SOUTH 1 /2 OF THE NORTH 1 /2 OF THE NORTHEAST 1 / 4 OF THE SOUTHEAST 1 / 4 OF SECTION 10, TOWNSHIP 23 NORTH, RANGE 5 EAST, W. M.; EXCEPT THE NORTH 132 FEET THEREOF; AND EXCEPT THE EAST 286 FEET THEREOF; SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON. PARCEL I: THE NORTH 16 FEET OF THE SOUTH 1/2 OF THE NORTHEAST 1/4 OF THE SOUTHEAST 1/4 OF THE SOUTHEAST 1/4 OF SECTION 10, TOWNSHIP 23 NORTH, RANGE 5 EAST, W. M.; EXCEPT THAT PORTION THEREOF FOR 148TH AVENUE SOUTHEAST RIGHT OF WAY; . . SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON. PARCEL J: THE NORTH 16 FEET OF THE EAST 50 FEET OF THE SOUTH 1/2 OF THE NORTHWEST 1/4 OF THE SOUTHEAST 1/4 OF THE SOUTHEAST 1/4 OF SECTION 10, TOWNSHIP 23 NORTH, RANGE 5 EAST, W. M.; SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON. PARCEL K: THE EAST 286 FEET OF THE SOUTH 1/2 OF THE NORTH 1/2 OF THE NORTHEAST 1/4 OF THE SOUTHEAST 1/4 OF SECTION 10, TOWNSHIP 23 NORTH, RANGE 5 EAST,* W. M.; EXCEPT THE NORTH 132 FEET THEREOF; ANO EXCEPT THE SOUTH 90 FEET OF THE EAST 174 FEET THEREOF; ALSO EXCEPT THAT PORTION THEREOF FOR 148TH AVENUE SOUTHEAST RIGHT OF WAY; SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON. PLAT NOTES 1. TRACTS 8, D, E, F, G, H, I, J, K, L, M, N, 0, S, T, W, X AND Y ARE CONSIDERED TRACTS PURSUANT TO KCC 19A.04.330; A "TRACT" IS LAND RESERVED FOR SPECIFIED USES INCLUDING BUT NOT LIMITED TO RESERVE TRACTS, RECREATION, OPEN SPACE, SENSITIVE AREAS, SURFACE WATER RETENTION, UTILITY FACILITIES AND ACCESS. TRACTS ARE NOT CONSIDERED LOTS OR BUILDING SITIES FOR PURPOSES OF RESIDENTIAL DWELLING CONSTRUCTION. 2. TRACT "8' IS A PRIVATE TRACT FOR RECREATION, OPEN SPACE AND PRIVATE STORM DRAINAGE FOR THE BENEFIT OF LOTS 1 THROUGH 117, INCLUSIVE. EACH OWNERSHIP OF LOTS 1 THROUGH 117, INCLUSIVE INCLUDES AN EQUAL AND UNDIVIDED OWNERSHIP INTEREST IN SAID TRACT "8". THE SHAMROCK HEIGHTS HOMEOWNERS ASSOCIATION SHALL BE RESPONSIBLE FOR THE MONITORING OF POTENTIAL VIOLATIONS OF THE USES OF THIS TRACT ALONG WITH NECESSARY MAINTENANCE. SHOULD THE SHAMROCK HEIGHTS HOMEOWNERS ASSOCIATION FAIL TO PROPERLY MAINTAIN TRACT "B'', THEN THE OWNERS OF LOTS 1 THROUGH 117, INCLUSIVE SHALL BE EQUALLY RESPONSIBLE FOR THE MAINTENANCE OF TRACT "8". 3. TRACT "D" IS A PRIVATIE JOINT USE DRIVEWAY TRACT FOR INGRESS/EGRESS, UTILITIES AND PRIVATE DRAINAGE FOR THE BENEFIT OF LOTS 24 AND 25. UPON RECORDING OF THIS PLAT AN EQUAL ANO UNDIVIDED OWNERSHIP INTEREST IN TRACT "D" IS HEREBY DEDICATED AND CONVE'IED TO THE OWNERS OF LOTS 24 AND 25. THE OWNERS OF LOTS 24 AND 25 SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF TRACT "D". 0.0.E.S. FILE NO. L02P0014 PLAT NOTES (CONTINUED) 4. TRACT "E" IS A SENSITIVE AREA TRACT FOR THE BENEFIT OF LOTS 1 THROUGH 117, INCLUSIVE. EACH OWNERSHIP OF LOTS 1 THROUGH 117, INCLUSIVE INCLUDES AN EQUAL AND UNDIVIDED OWNERSHIP INTEREST IN SAID TRACT "E". THE SHAMROCK HEIGHTS HOMEOWNERS ASSOCIATION SHALL BE RESPONSIBLE FOR THE MONITORING OF POTENTIAL VIOLATIONS OF THE USES OF THIS TRACT ALONG WITH NECESSARY MAINTENANCE. SHOULD THE SHAMROCK HEIGHTS HOMEOWNERS ASSOCIATION FAIL TO PROPERLY MAINTAIN TRACT "E", THEN THE OWNERS OF LOTS 1 THROUGH 117, INCLUSIVE SHALL BE EQUALLY RESPONSIBLE FOR THE MAINTENANCE OF TRACT "E" . 5. TRACT "F" IS A SENSITIVE AREA TRACT FOR THE BENEFIT OF LOTS 1 THROUGH 117, INCLUSIVE. EACH OWNERSHIP OF LOTS 1 THROUGH 117, INCLUSIVE INCLUDES AN EQUAL AND UNDIVIDED OWNERSHIP INTEREST IN SAID TRACT "F". THE SHAMROCK HEIGHTS HOMEOWNERS ASSOCIATION SHALL BE RESPONSIBLE FOR THE MONITORING OF POTENTIAL VIOLATIONS OF THE USES OF THIS TRACT ALONG WITH NECESSARY MAINTENANCE. SHOULD THE SHAMROCK HEIGHTS HOMEOWNERS ASSOCIATION FAIL TO PROPERLY MAINTAIN TRACT "F", THEN THE OWNERS OF LOTS 1 THROUGH 117, INCLUSIVE SHALL BE EQUALLY RESPONSIBLE FOR THE MAINTENANCE OF TRACT "F". 6. TRACT "G" IS A PRIVATE TRACT FOR OPEN SPACE AND PRIVATE STORM DRAINAGE FOR THE BENEFIT OF LOTS 1 THROUGH 117, INCLUSIVE. EACH OWNERSHIP OF LOTS 1 THROUGH 117, INCLUSIVE INCLUDES AN EQUAL AND UNDIVIDED OWNERSHIP INTEREST IN SAID TRACT "G". THE SHAMROCK HEIGHTS HOMEOWNERS ASSOCIATION SHALL BE RESPONSIBLE FOR THE MONITORING OF POTENTIAL VIOLATIONS OF THE USES OF THIS TRACT ALONG WITH NECESSARY MAINTENANCE. SHOULD THE SHAMROCK HEIGHTS HOMEOWNERS ASSOCIATION FAIL TO PROPERLY MAINTAIN TRACT "G", THEN THE OWNERS OF LOTS 1 THROUGH 117, INCLUSIVE SHALL BE EQUALLY RESPONSIBLE FOR THE MAINTENANCE OF TRACT "G". 7. TRACT "H" IS A SENSITIVE AREA TRACT FOR THE BENEFIT OF LOTS 1 THROUGH 117, INCLUSIVE. EACH OWNERSHIP OF LOTS 1 THROUGH 117, INCLUSIVE INCLUDES AN EQUAL AND UNDIVIDED OWN.ERSHIP INTEREST IN SAID TRACT "H". THE SHAMROCK HEIGHTS HOMEOWNERS ASSOCIATION SHALL BE RESPONSIBLE FOR THE MONITORING OF POTENTIAL VIOLATIONS OF THE USES OF THIS TRACT ALONG WITH NECESSARY MAINTENANCE. SHOULD THE SHAMROCK HEIGHTS HOMEOWNERS ASSOCIATION FAIL TO PROPERLY MAINTAIN TRACT "H", THEN THE OWNERS OF LOTS 1 THROUGH 117, INCLUSIVE SHALL BE EQUALLY RESPONSIBLE FOR THE MAINTENANCE OF TRACT "H". 8. TRACT "I" IS A PRIVATE TRACT FOR OPEN SPACE AND ACCESS TO TRACT "H" AND ACCESS TO THE PRIVATE DRAINAGE EASEMENT LOCATED ON TRACT 'H' FOR THE PURPOSE OF MAINTIENANCE, AND IS FOR THE BENEFIT OF LOTS 1 THROUGH 117 1 INCLUSIVE. EACH O't\'NERSHlP OF LOTS 1 THROUGH 117, INCLUSIVE :NCLUDES AN EQUAL ANO UNDIVIDED OWNERSHIP INTEREST IN SAID TRACT "I". THE SHAMROCK HEIGHTS HOMEOWNERS ASSOCIATION SHALL BE RESPONSIBLE FOR THE MONITORING OF POTENTIAL VIOLATIONS OF THE USES OF THIS TRACT ALONG WITH NECESSARY MAINTENANCE. SHOULD THE SHAMROCK HEIGHTS HOMEOWNERS ASSOCIATION FAIL TO PROPERLY MAINTAIN TRACT "I", THEN THE OWNERS OF LOTS 1 THROUGH 117, INCLUSIVE SHALL BE EQUALLY RESPONSIBLE FOR THE MAINTENANCE OF TRACT "I". 9. TRACT "J" IS A PRIVATE JOINT USE DRIVEWAY TRACT FOR INGRESS/EGRESS, UTILITIES AND PRIVATE DRAINAGE FOR THE BENEFIT OF LOTS LOTS 87 AND 88. UPON RECORDING OF THIS PLAT AN EQUAL AND UNDIVIDED OWNERSHIP . INTEREST IN TRACT "J" IS HEREBY DEDICATED AND CONVE'IED TO THE OWNERS OF LOTS 87 ANO 88. THE OWNERS OF LOTS 87 AND 88 SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF TRACT "J". . 10. TRACT "K" IS A PRIVATE TRACT FOR OPEN SPACE AND PRIVATE STORM DRAINAGE FOR THE BENEFIT OF LOTS 1 THROUGH 117, INCLUSIVE. EACH OWNERSHIP OF LOTS 1 THROUGH 117, INCLUSIVE INCLUDES AN EQUAL AND UNDIVIDED OWNERSHIP INTEREST IN SAID TRACT "K". THE SHAMROCK HEIGHTS HOMEOWNERS ASSOCIATION SHALL BE RESPONSIBLE FOR THE MONITORING OF POTENllAL VIOLATIONS OF THE USES OF THIS TRACT ALONG WITH NECESSARY MAINTENANCE. SHOULD THE SHAMROCK HEIGHTS HOMEOWNERS ASSOCIATION FAIL TO PROPERLY MAINTAIN TRACT "K", THEN THE OWNERS OF LOTS 1 THROUGH 117, INCLUSIVE SHALL BE EQUALLY RESPONSIBLE FOR THE MAINTENANCE OF TRACT "K". 11. TRACT "L" IS A SENSITIVE AREA TRACT FOR THE BENEFIT OF LOTS 1 THROUGH 117, INCLUSIVE. EACH OWNERSHIP OF LOTS 1 THROUGH 117, INCLUSIVE INCLUDES AN EQUAL AND UNDIVIDED OWNERSHIP INTEREST IN SAID TRACT "L". THE SHAMROCK HEIGHTS HOMEOWNERS ASSOCIATION SHALL BE RESPONSIBLE FOR THE MONITORING OF POTENTIAL VIOLATIONS OF THE USES OF THIS TRACT ALONG WITH NECESSARY MAINTENANCE. SHOULD THE SHAMROCK HEIGHTS HOMEOWNERS ASSOCIATION FAIL TO PROPERLY MAINTAIN TRACT "L", THEN THE OWNERS OF LOTS 1 THROUGH 117, INCLUSIVE SHALL BE EQUALLY RESPONSIBLE FOR THE MAINTENANCE OF TRACT "L". 12. TRACT "M" IS AN INGRESS/EGRESS AND UTILITIES TRACT TO SERVE LOT 104. UPON RECORDING OF THIS PLAT TRACT "M" IS DEDICATED AND CONVEYED TO THE OWNER OF LOT 104. THE OWNER OF LOT 104 SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF TRACT "M". 13. TRACT "N" IS A PRIVATE JOINT USE DRIVEWAY TRACT FOR INGRESS/EGRESS, UTILITIES AND PRIVATE DRAINAGE FOR THE BENEFIT OF LOTS LOTS 106 AND 118. UPON RECORDING OF THIS PLAT AN EQUAL AND UNDIVIDED OWNERSHIP INTEREST IN TRACT "N" IS HEREBY DEDICATED AND CONVEYED TO THE OWNERS OF LOTS 106 AND 118. THE OWNERS OF LOTS 106 AND 118 SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF TRACT "N". 14. TRACT "O" IS A PRIVATE TRACT FOR OPEN SPACE AND PRIVATE STORM DRAINAGE FOR THE BENEFIT OF LOTS 1 THROUGH 117, INCLUSIVE. EACH OWNERSHIP OF LOTS 1 THROUGH 117, INCLUSIVE INCLUDES AN EQUAL AND UNDIVIDED . OWNERSHIP INTEREST IN SAID TRACT •o•. THE SHAMROCK HEIGHTS HOMEOWNERS ASSOCIATION SHALL BE RESPONSIBLE FOR THE MONITORING OF POTENTIAL VIOLATIONS OF THE USES OF THIS TRACT ALONG WITH NECESSARY MAINTENANCE. SHOULD THE SHAMROCK HEIGHTS HOMEOWNERS ASSOCIATION FAIL TO PROPERLY MAINTAIN TRACT "O", THEN THE OWNERS OF LOTS 1 THROUGH 117, INCLUSIVE SHALL BE EQUALLY RESPONSIBLE FOR THE MAINTENANCE OF TRACT "o". 15. TRACT "S" IS A PRIVATE TRACT FOR OPEN SPACE AND PRIVATE STORM DRAINAGE FOR THE BENEFIT OF LOTS 1 THROUGH 117, INCLUSIVE. EACH OWNERSHIP OF LOTS 1 THROUGH 117, INCLUSIVE INCLUDES AN EQUAL AND UNDIVIDED OWNERSHIP INTEREST IN SAID TRACT "S". THE SHAMROCK HEIGHTS HOMEOWNERS ASSOCIATION SHALL BE RESPONSIBLE FOR THE MONITORING OF POTENTIAL VIOLATIONS OF THE USES OF THIS TRACT ALONG WITH NECESSARY MAINTENANCE. SHOULD THE '.3HAMROCK HEIGHTS HOMEOWNERS ASSOCIATION FAIL TO PROPERLY MAINTAIN TRACT "S", THEN THE OWNERS OF LOTS 1 THROUGH 117, INCLUSIVE SHALL BE EQUALLY RESPONSIBLE FOR THE MAINTENANCE OF TRACT "S". 16. TRACT "T" IS A PRIVATE TRACT FOR PRIVATE STORM DRAINAGE FOR THE BENEFIT OF LOTS 1 THROUGH 117, INCLUSIVE. EACH OWNERSHIP OF LOTS 1 THROUGH 117, INCLUSIVE INCLUDES AN EQUAL AND UNDIVIDED OWNERSHIP INTEREST IN SAID TRACT "T". THE SHAMROCK HEIGHTS HOMEOWNERS ASSOCIATION SHALL BE RESPONSIBLE FOR THE MONITORING OF POTENTIAL VIOLATIONS OF THE USES OF THIS TRACT ALONG WITH NECESSARY MAINTENANCE. SHOULD THE SHAMROCK HEIGHTS HOMEOWNERS ASSOCIATION FAIL TO PROPERLY MAINTAIN TRACT "T", THEN THE OWNERS OF LOTS 1 THROUGH 117, INCLUSIVE SHALL BE EQUALLY RESPONSIBLE FOR THE MAINTENANCE OF TRACT "T". 17. TRACT "X" IS A NON-BUILDABLE AREA WHICH WILL BE CONVE'IED BY THE DECLARANT TO EITHER THE OWNER OF TAX LOT 1023059042 OR RETAINED AS OPEN SPACE. TRACT X IS NOT ANO SHALL NOT BE CONSIDERED AS A SEPARATE BUILDING LOT AND MAY BE DEVELOPED IN THE FUTURE ONLY IF IT IS CONSOLIDATED INTO ONE OR MORE ADJOINING LEGAL LOTS IN ACCORDANCE WITH APPLICABLE KING COUNTY LAND USE REGULATIONS. SEE NOTE ON SHEET 7 OF 10. 18. TRACT "y" IS A PRIVATE TRACT FOR PRIVATE VEHICULAR ACCESS AND PUBLIC UTILITIES. EACH OWNERSHIP OF LOTS 1 THROUGH 117, iNCLUSIVE INCLUDES AN EQUAL AND UNDIVIDED OWNERSHIP INTEREST IN SAID TRACT "Y". THE BENEFICIARIES OF THE EASEMENTS OVER SAID TRACT "y" SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF THE FACILITIES WITHIN SAID TRACT FROM WHICH THEY BENEFIT.E 19. TRACT "W" IS A NON-BUILDABLE AREA WHICH WILL BE CONVEYED BY THE DECLARANT TO EITHER THE OWNER OF TAX LOT 1023059308 OR RETAINED AS OPEN SPACE. TRACT "W" IS NOT AND SHALL NOT BE CONSIDERED AS A SEP ARA TIE BUILDING LOT AND MAY BE DEVELOPED IN THE FUTURE ONLY IF IT IS CONSOLIDATED INTO ONE OR MORE ADJOINING LEGAL LOTS IN ACCORDANCE WITH Af'PLICABLE KING COUNTY LAND USE REGULATIONS. SEE NOTE Ot-j SHEET 4 OF 10. 20. THERE IS NO 100 YEAR FLOODPLAIN ASSOCIATED WITH THE WETLAND IN TRACT 'L' DUE TO THE SLOPE OF THE TERRAIN. 21. THE 100 '!EAR FLOODPLAIN ASSOCIATED WITH THE WETLAND IN TRACT 'F' IS LOCATED ENTIRELY ON THE ADJACENT PROPERTY. 22. THE TRACT NOTES SHOWN HEREON ARE NOT INTIENDED TO BE IN ALPHABETICAL ORDER. 23. THE OWNERS OF LOT 118 SHALL NOT BE MEMBERS OF THE SHAMROCK HEIGHTS HOMEOWNERS ASSOCIATION NOR SHALL THEY BE SUBJECT TO THE RULES AND REGULATIONS OF THE SHAMROCK HEIGHTS HOMEOWNERS ASSOCIATION. JOB NO 01-159 SHEET 2 OF 10 12112 115th Ave. NE Kirkland, WA 98034-6923 425.821.8448 425.821.3481 fax 800.488.0756 toll free www.triadassoc.com < 0 r "' u C) SH 0 EIGH SI VOL/PG POR SE 1/ 4 AND NE 1/ 4 OF THE SE 1/ 4, SECTION 10, TWP. 23N., AGE SE., W.M. KING COUNTY, WASHINGTON EASEMENT PROVISIONS 1. A PRIVATE EASEMENT IS HEREBY RESERVED FOR AND GRANTED TO PUGET SOUND ENERGY, VERIZON, COMCAST, (OTHER PRIVATE UTILITIES), AND THEIR RESPECTIVE SUCCESSORS AND ASSIGNS UNDER AND UPON ALL PRIVATE STREETS, ALLEYWAYS AND PRIVATE DRIVES AND, THE EXTERIOR 10 FEET PARALLEL WITH AND ADJOINING THE STREET FRONTAGE OF ALL LOTS AND TRACTS AND 5.00 FEET PARALLEL WITH AND ADJOINING ALLEYWAYS AND PRIVATE DRIVES. FURTHER EASEMENTS ARE RESERVED OVER PRIVATE LANDS FOR VAULTS, PEDESTALS AND RELATED FACILITIES ("VAULT EASEMENTS") ADJACENT TO THE 5-FOOT WIDE UTILITY EASEMENT RESERVED IN THE PRECEDING SENTENCE AS FOLLOWS: THE VAULT EASEMENT MAY OCCUPY UP 10 AN ADDITIONAL 5-FEET IN WIDTH (FOR A TOTAL WIDTH OF 1D FEET) WITH THE LENGTH OF EACH VAULT EASEMENT EXTENDING 5 FEET FROM EACH END OF THE AS-BUil T VAUL T(S). THE NUMBER AND LOCATION OF VAULT EASEMENTS WILL BE "AS INSTALLED" DURING THE UTILITY'S INITIAL INSTALLATION OF FACILITIES THE EASEMENTS ARE RESERVED AND GRANTED IN ORDER TO INSTALL, LAY, CONSTRUCT, RENEW, OPERATE AND MAINTAIN UNDERGROUND PIPE, CONDUIT, CABLES, WIRES, VAULTS AND PEDESTALS WITH NECESSARY FACILITIES AND OTHER EQUIPMENT FOR THE PURPOSE OF SERVING THIS SUBDIVISION AND OTHER PROPERTY WITH ELECTRIC, TELEPHONE, GAS, TELECOMMUNICATIONS, DATA TRANSMISSION, STREET LIGHTS AND UTILITY SERVICE TOGETHER WITH THE RIGHT TO ENTER UPON THE LOTS AND TRACTS AT ALL TIMES FOR THE PURPOSES HEREIN STATED. THESE EASEMENTS ENTERED UPON FOR THESE PURPOSES SHALL BE RESTORED AS NEAR AS POSSIBLE TO THEIR ORIGINAL CONDITION. NO LINES OR WIRES FOR TRANSMISSION OF ELECTRIC CURRENT, OR FOR TELEPHONE, CABLE TELEVISION, TELECOMMUNICATIONS OR DATA TRANSMISSION USES SHALL BE PLACED OR PERMITTED TO .BE PLACED WITHIN THIS EASEMENT UNLESS THE SAME SHALL BE UNDERGROUND. NO PERMANENT STRUCTURE SHALL BE PLACED WITHIN THE EASEMENTS 2. PRIVATE DRAINAGE EASEMENT COVENANT: THE OWNERS OF PRIVATE PROPERTY WITHIN THIS PLAT ENCUMBERED WITH EASEMENTS SHOWN AS "PRIVATE", HEREBY GRANT AND CONVEY TO KING COUNTY, A POLITICAL SUBDIVISION OF THE STATE OF WASHINGTON, THE RIGHT BUT NOT THE OBL.:IGATION TO CONVEY OR STORE STORM AND SURFACE WATER PER THE ENGINEERING PLANS APPROVED FOR THIS PLAT BY KING COUNTY, TOGETHER WITH THE RIGHT OF REASONABLE ACCESS (INGRESS AND EGRESS), TO ENTER SAID DRAINAGE EASEMENT FOR THE PURPOSE OF OBSERVING THAT THE OWNERS ARE PROPERLY OPERATING AND MAINTAINING THE DRAINAGE FACILITIES CONTAINED THEREIN. THE OWNERS OF SAID PRIVATE PROPERTY ARE RESPONSIBLE FOR OPERATING, MAINTAINING AND REPAIRING THE DRAINAGE FACILITIES CONTAINED WITHIN SAID DRAINAGE EASEMENT AND ARE HEREBY REQUIRED TO OBTAIN ANY REQUIRED PERMITS FROM THE KING COUNTY DEPARTMENT OF DEVELOPMENT AND ENVIRONMENTAL SERVICES PRIOR TO F!LL!NG, P!P!NG, CUTTING OR REMOVING VEGETATION (EXCEPT FOR ROUTINE LANDSCAPE MAINTENANCE SUCH AS LAWN MOWING) IN OPEN VEGETATED DRAINAGE FACILITIES (SUCH AS SWALES, CHANNELS, DITCHES, PONDS ETC.) OR PERFORMING ANY ALTERATIONS OR MODIFICATIONS TO THE TO THE DRAINAGE FACILITIES CONTAINED WITHIN SAID DRAINAGE EASEMENT. THIS COVENANT SHALL RUN WITH THE LAND AND IS BINDING UPON THE OWNERS OF SAID PRIVATE PROPERTY, THEIR HEIRS, SUCCESSORS AND ASSIGNS. 3. KING COUNTY DRAINAGE. EASEMENT AND COVENANT: ALL DRAINAGE EASEMENTS WITHIN THIS PLAT NOT SHOWN AS PRIVATE ARE HEREBY GRANTED AND CONVEYED TO KING COUNTY, A POLITICAL SUBDIVISION OF THE STATE OF WASHINGTON, FOR THE PURPOSE OF CONVEYING, STORING, MANAGING AND FACILITATING STORM AND SURFACE WATER PER THE ENGINEERING PLANS APPROVED FOR THIS PLAT BY KING COUNTY, TOGETHER WITH THE RIGHT OF REASONABLE ACCESS (INGRESS AND EGRESS) TO ENTER SAID DRAINAGE EASEMENT FOR THE PURPOSE OF INSPECTING, OPERATING, MAINTAINING, REPAIRING AND IMPROVING THE DRAINAGE FACILITIES CONTAINED THEREIN. NOllE THAT EXCEPT FOR THE FACILITIES WHICH HAVE BEEN FORMALLY ACCEPTED FOR MAINTENANCE BY KING COUNTY, MAINTENANCE OF DRAINAGE FACILITIES ON PRIVATE PROPERTY IS THE RESPONSIBILITY OF THE PROPERTY OWNER. THE OWNERS OF SAID PRIVATE PROPERTY ARE REQUIRED TO OBTAIN PRIOR WRITTEN APPROVAL FROM KING COUNTY PROPERTY SERVlCES AND ANY REQUIRED PERMITS FROM THE KING COUNTY DEPARTMENT OF DEVELOPMENT AND ENVIRONMENTAL SERVICES FOR ACTIVITIES SUCH AS CLEARING AND GRADING PRIOR TO FILLING, PIPING, CUTTING OR REMOVING VEGETATION (EXCEPT FOR ROUTINE LANDSCAPE MAINTENANCE SUCH AS LAWN MOWING) IN OPEN VEGETATED DRAINAGE FACILITIES (SUCH AS SWALES, CHANNELS, DITCHES, PONDS, ETC.) OR PERFORMING ANY ALTERATIONS OR MODIFICATIONS TO THE DRAINAGE FACILITIES CONTAINED WITHIN SAID DRAINAGE EASEMENT. THIS EASEMENT AND COVENANT IS INTENDED TO FACILITATE REASONABLE ACCESS TO THE DRAINAGE FACILITIES. THIS EASEMENT AND COVENANT SHALL RUN WITH THE LAND AND IS BINDING UPON THE OWNERS OF ,SAID PRIVATE,"' PROPERTY, THEIR HEIRS, SUCCESSORS AND ASSIGNS. 4. RESTRICTIONS FOR SENSITIVE AREA TRACTS AND SENSITIVE AREAS AND BUFFERS: DEDICATION OF A SENSITIVE AREA TRACT/SENSITIVE AREA SETBACK AREA CONVEYS TO THE PUBLIC A BENEFICIAL INTEREST IN THE LAND WITHIN THE TRACT/SETBACK AREA. THIS INTEREST INCLUDES THE PRESERVATION OF NATIVE VEGETATION FOR ALL PURPOSES THAT BENEFIT THE PUBLIC HEALTH, SAFETY. AND WELFARE, INCLUDING CONTROL OF SURFACE WATER AND EROSION, MAINTENANCE OF SLOPE STABILITY, AND PROTECTION OF PLANT AND ANIMAL HABITAT. THE SENSITIVE AREA TRACT/SETBACK AREA IMPOSES UPON ALL PRESENT AND FUTURE OWNERS AND OCCUPIERS OF THE LAND SUBJECT TO THE TRACT/SETBACK AREA THE OBLIGATION, ENFORCEABLE ON BEHALF OF THE PUBLIC BY KING COUNTY, TO LEAVE UNDISTURBED ALL TREES AND OTHER VEGETATION WITHIN THE TRACT/SETBACK AREA. THE VEGETATION WITHIN THE TRACT /SETBACK AREA MAY NOT BE CUT, PRUNED, COVERED BY FILL, REMOVED OR DAMAGED WITHOUT APPROVAL IN WRITING FROM THE KING COUNTY DEPARTh1ENT OF DEVELOPMENT AND ENVlRONMENTAL SERVlCES OR ITS SUCCESSOR AGENCY, UNLESS OTHERWISE PROVIDED BY LAW. THE COMMON BOUNDARY BETWEEN THE SENSITIVE AREA TRACT/ SENSITIVE AREA SETBACK AREA AND THE AREA OF DEVELOPMENT ACTIVITY MUST BE MARKED OR OTHERWISE FLAGGED TO THE SATISFACTION OF KING COUNTY PRIOR TO ANY CLEARING, GRADING, BUILDING CONSTRUCTION OF OTHER DEVELOPMENT ACTIVITY ON A PROPERTY SUBJECT TO THE SENSITIVE AREA TRACT /SETBACK AREA. THE REQUIRED MARKING OR FLAGGING SHALL REMAIN IN PLACE UNTIL ALL DEVELOPMENT PROPOSAL ACTIVlTIES IN THE VICINITY OF THE SENSITIVE AREA AND BUFFER ARE COMPLETED. NO BUILDING FOUNDATIONS ARE ALLOWED BEYOND THE REQUIRED 15-FOOT BUILDING SETBACK LINE, UNLESS OTHERWISE PROVIDED BY LAW. 5. THE WATER EASEMENTS SHOWN HEREON ARE CONVEYED TO WATER DISTRICT NO. 90 UPON RECORDING OF THIS PLAT. 6. THE SANITARY SEWER EASEMENTS SHOWN HEREON ARE CONVEYED TO THE CITY OF RENTON UPON THE RECORDING OF THIS PLAT. 7. THE PRIVATE STORM DRAINAGE EASEMENT WITHIN LOTS 2 THROUGH 6 INCLUSIVE IS FOR THE BENEFIT OF LOTS 1 THROUGH 6 INCLUSIVE. THE OWNERS OF LOTS 1 THROUGH 6 INCLUSIVE SHALL BE RESPONSIBLE FOR THE MAINTENANCE, REPAIRS AND RECONSTRUCTION OF THAT PORTION OF THE STORM DRAINAGE SYSTEM THAT THEY HAVE BENEFIT OF USE WITHIN THE EASEMENT AREA. 8. THE PRIVATE STORM DRAINAGE EASEMENT WITHIN LOTS 14 ANO 15 IS FOR THE BENEFIT OF LOTS 13, 14, 15, AND 16. THE OWNERS OF LOTS 13, 14, 15 AND 16 SHALL BE RESPONSIBLE FOR THE MAINTENANCE, REPAIRS AND RECONSTRUCTION OF THAT PORTION OF THE STORM DRAINAGE SYSllEM THAT THEY HAVE BENEFIT OF USE WITHIN THE EASEMENT AREA. 9. THE PRIVATE STORM DRAINAGE EASEMENT WITHiN LOTS 17, 18 AND 19 IS FOR THE BENEFIT OF LOTS 17, 18, 19 AND 20. THE OWNERS OF LOTS 17, 18, 19 AND 20 SHALL BE RESPONSIBLE FOR THE MAINTENANCE, REPAIRS AND RECONSTRUCTION OF THAT PORTION OF THE STORM DRAINAGE SYSllEM THAT THEY HA VE BENEFIT OF USE WITHIN THE EASEMENT AREA. * l< 10. THE PRIVATE STORM DRAINAGE EASEMENT WITHIN LOTS 22 AND 23 IS FOR THE BENEFIT OF LOTS 21, 22 AND 23. THE OWNERS OF LOTS 21, 22 AND 23 SHALL BE RESPONSIBLE FOR THE MAINTENANCE, REPAIRS AND RECONSTRUCTION OF THAT PORTION OF THE STORM DRAINAGE SYSTEM THAT THEY HAVE BENEFIT OF USE WITHIN THE EASEMENT AREA. 11. THE PRIVATE STORM DRAINAGE EASEMENT 'h1THIN LOTS 31 AND 32 IS FOR THE BENEFIT OF LOTS 30, 31 AND 32. THE OWNERS OF LOTS 30, 31 AND 32 SHALL BE RESPONSIBLE FOR THE MAINTENANCE, REPAIRS AND RECONSTRUCTION OF THAT PORTION OF THE STORM DRAINAGE SYSTEM THAT THEY HAVE BENEFIT OF USE WITHIN THE EASEMENT AREA. ' ' 12. THE PRIVATE STORM DRAINAGE EASEMENT WITHIN LOTS 34 AND 35 ADJOINING THE STREET FRONTAGE IS FOR THE BENEFIT OF LOTS 33, 34 AND 35. THE OWNERS OF LOTS 33, 34 AND 35 SHALL BE RESPONSIBLE FOR THE MAINTENANCE, REPAIRS AND RECONSTRUCTION OF THAT PORTION OF THE STORM DRAINAGE SYSTEM THAT THEY HAVE BENEFIT OF USE WITHIN THE EASEMENT AREA. 13. THE PRIVATE STORM DRAINAGE EASEMENT ALONG THE STREET FRONTAGE WITHIN LOTS 34, 35, 36 AND 37 TOGETHER WITH. THE PRIVATE STORM DRAINAGE EASEMENTS GRANTED BY THAT DOCUMENT RECORDED UNDER RECORDING NUMBER 20051104000776, RECORDS OF KING COUNTY, WASHINGTON ARE FOR THE BENEFIT OF LOTS 33, 34, 35, 36 AND 37. THE OWNERS OF LOTS 33, 34, 35, 36 AND 37 SHALL BE RESPONSIBLE FOR THE MAINTENANCE, REPAIRS AND RECONSTRUCTION OF THAT PORTION OF THE STORM DRAINAGE SYSTEM THAT THEY HAVE BENEFIT OF USE WITHIN THE EASEMENT AREA. 14. THE PRIVATE STORM DRAINAGE EASEMENT OVER THE EASTERLY 10.00 FEET OF LOTS 34, 35, 36 AND 37 TOGETHER WITH THE PRIVATE STORM DRAINAGE EASEMENTS GRANTED BY THAT DOCUMENT RECORDED UNDER RECORDING NUMBER 20051104000775, RECORDS OF KING COUNTY, WASHINGTON ARE FOR THE BENEFIT OF LOTS 33, 34, 35, 36 AND 37. THE OWNERS OF LOTS 33, 34, 35, 36 AND 37 SHALL BE RESPONSIBLE FOR THE MAINTENANCE. REPAIRS AND RECONSTRUCTION OF THAT PORTION OF THE STORM DRAINAGE SYSTEM THAT THEY HAVE BENEFIT OF USE WITHIN THE EASEMENT AREA. D.D.E.S. FILE NO. L02P0014 EASEMENT PROVISIONS CONTD 15. THE PRIVATE STORM DRAINAGE EASEMENT WITHIN LOTS 40 THROUGH 45 INCLUSIVE IS FOR THE BENEFIT OF LOTS 40 THROUGH 46 INCLUSIVE. THE OWNERS OF LOTS 40 THROUGH 46 INCLUSIVE SHALL BE RESPONSIBLE FOR THE MAINTENANCE, REPAIRS AND RECONSTRUCTION OF THAT PORTION OF THE STORM DRAINAGE SYSTEM THAT THEY HAVE BENEFIT OF USE WITHIN THE EASEMENT AREA. 16. THE PRIVATE STORM DRAINAGE EASEMENT WITHIN LOTS 48, 49 AND 50 IS FOR THE BENEFIT OF LOTS 47, 48, 49 AND 50. THE OWNERS OF LOTS 47, 48, 49 AND 50 SHALL BE RESPONSIBLE FOR THE MAINTENANCE, REPAIRS AND RECONSTRUCTION OF THAT PORTION OF THE STORM DRAINAGE SYSTEM THAT THEY HAVE BENEFIT OF USE WITHIN THE EASEMENT AREA. 17. THE PRIVATE STORM DRAINAGE EASEMENT WITHIN LOT 105 IS FOR THE BENEFIT OF LOTS 105 AND 106. THE OWNERS OF LOTS 105 AND 106 SHALL BE RESPONSIBLE FOR THE MAINTENANCE, REPAIRS AND RECONSTRUCTION OF THAT PORTION OF THE STORM DRAINAGE SYSTEM THAT THEY HAVE BENEFIT OF USE WITHIN THE EASEMENT AREA. 18. THE PRIVATE STORM DRAINAGE EASEMENT WITHIN LOTS 107, 108, 109 AND 110 IS FOR THE BENEFIT OF LOTS 107, 108, 109, 110 AND 111. THE O'IYNERS OF LOTS 108, 109, 110 AND 111 SHALL BE RESPONSIBLE _FOR THE MAINTENANCE, REPAIRS AND RECONSTRUCTION OF THAT PORTION OF THE STORM DRAINAGE SYSTEM THAT THEY HAVE BENEFIT OF USE WITHIN THE EASEMENT AREA. 19. THE PRIVATE STORM DRAINAGE EASEMENT WITHIN LOTS 112 THROUGH 116 INCLUSIVE IS FOR THE BENEFIT OF LOTS 112 THROUGH 117 INCLUSIVE. THE OWNERS OF LOTS 112 THROUGH 117 INCLUSIVE SHALL BE RESPONSIBLE FOR THE MAINTENANCE, REPAIRS AND RECONSTRUCTION OF THAT PORTION OF THE STORM DRAINAGE SYSTEM THAT THEY HAVE BENEFIT OF USE WITHIN THE EASEMENT AREA. . . . 20. THE PRIVATE STORM DRAINAGE EASEMENT WITHIN LOTS 8. THROUGH 11 INCLUSIVE IS FOR THE BENEFIT OF LOTS 7 THROUGH 11 INCLUSIVE. THE OWNERS OF LOTS 7 THROUGH 11 INCLUSIVE SHALL BE RESPONSIBLE FOR THE MAINllENANCE, REPAIRS AND RECONSTRUCTION OF THAT PORTION OF THE STORM DRAINAGE SYSTEM THAT THEY HAVE BENEFIT OF USE WITHIN THE EASEMENT AREA. 21. THE PRIVATE STORM DRAINAGE EASEMENT WITHIN LOTS 27 AND 28 IS FOR THE BENEFIT OF LOTS 26, 27 AND 28. THE OWNERS OF LOTS 26, 27 AND 28 SHALL BE RESPONSIBLE FOR THE MAINTENANCE, REPAIRS AND RECONSTRUCTION OF THAT PORTION OF THE STORM DRAINAGE SYSTEM THAT THEY HAVE BENEFIT OF USE WITHIN THE EASEMENT AREA. 22. THE TEMPORARY TURNAROUND EASEMENT ON LOTS 38 AND 39 BECOMES NULL AND VOID WHEN 145TH PLACE SE IS EXTENDED TO A PUBLICLY MAINTAINED ROAD SYSTEM AND IS ACCEPTED FOR MAINTENANCE BY A PUBLIC AGENCY. THIS EASEMENT MAY OTHERWISE BE EXTINGUISHED BY THE RECORDING OF AN EXTINGUISHING DOCUMENT REVlEWED AND APPROVED, AND SIGNED BY THE KING COUNTY LAND USE SERVICES DIVISION OR ITS SUCCESSOR AGENCY. A REVIEW FEE MAY BE ASSESSED FOR THIS SERVICE. 23. THE SIDEWALK EASEMENTS DENOTED HEREIN ARE HEREBY DEDICATED TO THE PUBLIC USE FOR SIDEWALK PURPOSES. 24. THE PRIVATE DRAINAGE EASEMENT WITHIN TRACT 'H'. IS HEREBY DEDICATED TO THE OWNERS OF LOTS 1 THROUGH 117, INCLUSIVE). THE SHAMROCK HEIGHTS HOMEOWNERS ASSOCIATION SHALL BE RESPONSIBLE FOR THE MONITOf{ING AND MAINTENANCE OF THE PRIVATE DRAINAGE FACILITIES THEREIN. SHOULD THE SHAMROCK HEIGHTS HOMEOWNERS ASSOCIATION FAIL TO PROPERLY MAINTAIN SAID PRIVATE DRAINAGE EASEMENT, THEN THE OWNERS OF LOTS 1 fHROUGH 117, INCLUSIVE SHALL BE EQUALLY RESPONSIBLE FOR THE MAINTENANCE OF SAID PRIVATE DRAINAGE EASEMENT. GENERAL NOTES 1. INSTRUMENTATION FOR THIS SURVEY WAS A 1 MINUTE THEODOLITE AND ELECTRONIC DISTANCE MEASURING UNIT. PROCEDURES USED IN THIS SURVEY WERE FIELD TRAVERSE, MEETING OR EXCEEDING STANDARDS SET BY WAC 332-130-090. 2. SET 1/2'.' x 24" REBAR WITH CAP LS NO. 19586 AT REAR LOT CORNERS. SET 1/2" x 24" REBAR WITH CAP LS NO. 19586 ON SIDE LOT LINES 20.00 FEET FROM THE FRONT LOT CORNER. SET LEAD AND TACK WITH WASHER STAMPED LS 19586 IN CONCRETE CURB ON THE SIDE LOT LINE EXTENDED, EXCEPT AS NOTED. 3. THE STREET TREES SHALL BE OWNED AND MAINTAINED BY THE SHAMROCK HEIGHTS HOMEOWNERS ASSOCIATION UNLESS KING COUNTY, OR ITS SUCCESSOR AGENCY HAS ADOPTED A MAINTENANCE PROGRAM. 4. THE ROAD AND STORM DRAINAGE SYSTEMS SHALL BE CONSTRUCTED ACCORDING TO THE APPROVED PLAN AND PROFILE, PLAN NO. P3097, ON FILE WITH KING COUNTY DEPARTMENT OF DEVELOPMENT AND ENVlRONMENTAL SERVICES (D.D.E.S.). ANY DEVlATION FROM THE APPROVED PLANS WILL REQUIRE WRITTEN APPROVAL FROM THE PROPER AGENCY CURRENTLY D.D.E.S.. ' 5. ALL BUILDING DOWN SPOUTS, FOOTING DRAINS, AND DRAINS FROM ALL IMPERVIOUS SURFACES SUCH AS PATIOS AND DRIVEWAYS SHALL BE CONNECTED TO THE PERMANENT STORM DRAIN OUTLET AS SHOWN ON THE APPROVED CONSTRUCTION DRAWINGS PLAN NO. P3097 ON FILE WITH ODES AND/OR THE KING COUNTY DEPARTMENT OF TRANSPORTATION. THIS PLAN SHALL BE SUBMITTED WITH THE APPLICATION OF ANY BUILDING PERMIT. ALL CONNECTIONS OF THE DRAINS MUST BE CONSTRUCTED AND APPROVED PRIOR TO FINAL BUILDING INSPECTION APPROVAL. FOR THOSE LOTS THAT ARE DESIGNATED FOR INDIVIDUAL LOT INFILTRATION AND OR DISPERSION SYSTEMS, THE SYSTEMS SHALL BE CONSTRUCTED AT THE TIME OF THE BUILDING PERMIT AND SHALL COMPLY WITH THE PLANS ON FILE. 6. THE HOUSE ADDRESS SYSTEM FOR THIS PLAT SHALL BE AS FOLLOWS: ADDRESSES SHALL BE ASSIGNED FOR THE NORTH-SOUTH ROADS WITHIN THE RANGE OF 12200 TO 12599 AND WITHIN THE RANGE OF 14500 TO 14799 FOR THE EAST-WEST ROADS. INDIVIDUAL ADDRESSES WILL BE ASSIGNED TO THE PRINCIPAL ENTRANCE OF EACH RESIDENCE OR BUILDING IN ACCORDANCE WITH KING COUNTY CODE 16.08. . 7. ROAD MPS FEES PER K.C. CODE 14. 75 FOR LOTS 1 THROUGH 4, 13 THROUGH 20, 24 THROUGH 52 AND 58 THROUGH 118: THIS PLAT IS SUBJECT TO KING COUNTY CODE 14.75, KING COUNTY ROAD MITIGATION PAYMENT SYSTEM (MPS). FOR LOTS 1 THROUGH 4, 13 THROUGH 20, 24 THROUGH 52 AND 58 THROUGH 118, THE MPS FEES PLUS THE MPS ADMINISTRATIVE FEE SHALL BE PAID AT THE TIME OF BUILDING PERMIT APPLICATION AT THE RATE IN EFFECT AT THAT TIME. ROAD MPS FEES PER K.C. CODE 14.75 FOR LOTS 5 THROUGH 12, 21 THROUGH 23 AND 53 THROUGH 57: FOUR RESIDENTIAL UNITS EXISTED, WERE OCCUPIED, AND DEMOLISHED WITHIN THE THREE YEARS PRIOR TO THE APPLICATION FOR DEVELOPMENT OF THIS SUBDIVlSION AND AN ADDITIONAL CREDIT OF 12 UNITS WAS APPROVED BY THE KING COUNTY DEPARTMENT OF TRANSPORTATION FOR EXEMPTION FROM THE ROAD MPS FEES. THEREFORE LOTS 5 THROUGH 12, LOTS 21 THROUGH 23 AND LOTS 53 THROUGH 57 IN THIS PLAT SHALL BE EXEMPT FROM THE PAYMENT OF FEES REQUIRED BY KING COUNTY CODE 14.75, KING COUNTY ROAD MITIGATION PAYMENT SYSTEM. SEE KING COUNTY DEPARTMENT OF TRANSPORTATION PUBLIC RULE 6.2.1.4. 8. SCHOOL FEES FOR LOTS 1 THROUGH 6 AND LOTS 11 THROUGH 118: FIFTY PERCENT OF SCHOOL IMPACT FEES WERE PAID AT THE TIME OF FINAL PLAT APPROVAL IN ACCORDANCE WITH KING COUNTY CODE 21A.43.050. THE BALANCE OF THE ASSESSED FEE, $2498.00 PER LOT, TOGETHER WITH THE CURRENT ADMINISTRATION FEE, MUST BE PAID AT THE TIME OF BUILDING PERMIT ISSUANCE. SCHOOL FEES FOR LOTS 7 THROUGH 10: FOUR RESIDENTIAL UNITS EXISTED AND WERE DEMOLISHED PRIOR TO THE DEVELOPMENT OF THIS SUBDIVISION. W THE ISSUANCE OF A NEW BUILDING PERMIT FOR LOTS 7, 8, 9 AND 10 OCCURS ON OR PRIOR TO JULY 28, 2007 THEN SAID LOTS SHALL BE EXEMPT FROM THE PAYMENT OF THE SCHOOL IMPACT FEES. IF THE ISSUANCE OF A NEW BUILDING PERMIT FOR SAID LOTS OCCURS AFTER JULY 28, 2007, THEN THE FULL ASSESSED FEE, $4996.00 PER LOT, TOGETHER WITH THE CURRENT ADMINISTRATION FEE, MUST BE PAID AT THE TIME OF BUILDING PERMIT ISSUANCE. SEE KING COUNTY CODE 21 A.43.070.A.2. 9. ALL INDIVIDUAL STUB OUTS AND INFILTRATION SYSllEMS SHALL BE PRIVATELY OWNED AND MAINTAINED BY THE LOT OWNER. 10. PUBLIC DRAINAGE EASEMENT RESTRICTIONS: STRUCTURES, FILL OR OBSTRUCTIONS (INCLUDING BUT NOT LIMITED TO DECKS, PATIOS, OUTBUILDINGS, OR OVERHANGS), SHALL NOT BE PERMITTED BEYOND THE BUILDING SETBACK LINE OF THE DRAINAGE EASEMENTS. ADDITIONALLY, GRADING AND CONSTRUCTION OF FENCING SHALL NOT BE ALLOWED WITHIN THE PUBLIC DRAINAGE EASEMENTS SHOWN ON THIS PLAT MAP UNLESS OTHERWISE APPROVED BY KING COUNTY DOES OR ITS SUCCESSOR AGENCY. (CONTINUED ON PAGE 10) JOB NO 01-159 SHEET 3 OF 10 12112115th Ave. NE Kirkland, WA 98034-6923 425.821.8448 425.821.3481 fax 800.488.0756 toll free www.triadassoc.com < 0 r "'-u C) ! ! SH MR CK HEI H I POR SE 1/4 AND NE 1/4 OF THE SE 1/4, SECTION 10, TWP. 23N., AGE SE., W.M. FOUND 3" BRASS DISC IN 4"X4" CONCRETE MONUMENT 0.3' ABOVE GRADE (11-16-00) KING COUNTY, WASHINGTON VOL/PG FOUND MONUMENT 1.5" BRASS i SECTION 10, TWP. 2.3N., RGE 5E., W.M. SECTION BREAKDOWN DISC IN CONCRETE IN · CASE i (11-16-0b) i I I----~'-----------------l--------------------------------NBB; 9 '59 "W 26 • SE 120TH STREET i ---132-.;~s1 ;-------------------------T------------------~9=~---------------·-·132-.;:sa;··--: ________ --------------1 a t 1 TRACT SQ,FT. ACRES TRACT B 57,142 1.31 TRACT D 1,070 0.02 TRACT E 20,070 0.46 TRACT F 3,833 0.09 TRACT G 15,492 0.36 TRACT H 211,664 4.89 TRACT I 990 0.02 TRACT J 1,124 0.03 TRACT K 2,516 0.06 TRACT L 70,406 1.62 TRACT M 1,410 0.03 TRACT N 2,841 0.06 0 TRACT 0 1,521 0.04 TRACT S 1,813 0.04 (!) TRACT T 57,028 1.31 LO n TRACT W 3,681 0.09 (!) TRACT X 6,966 0.16 N TRACT Y 7,504 0.17 w m I[) co 0 a 0 z i ! FOUND TACK IN LEAD DISK IN CONCRETE lO i \ ' i MONUMENT IN CASE DOWN 1.5' t'"! i ! f f i i i i ·o ! CX) i I' i n 0 CX) r--: ~ n f [ S LINE N 132', S 1/2, N 1/2, NE 1/4, SE 1/4 c11-16-oo) ~ ! 'SJ-I I 1 wl : I ~i . ' . ~ NB9'46'43•w 11.00' t---------- ! i • I ------------------------,---,------..,... __ _;:: 1 I I i g) I 30;01' z' TRACT W LINE L56 L57 L58 L59 L60 L61 L62 L63 L73 L74 L75 LINE TABLE LENGTH TRACT H I LINE OF 100 YEAR FLOODPLAIN TRACT H SAT SEE NOT£ 7, SHEET 2 AND NOTE 4, SHEET 3 WEST LINE OF TRACT L TRACT K 1HE NE 1/4 ~ OF THE SE 1/4 '-..._ / 58 57 11.00' 149.42' N88'20'33"W 1RACT W DETAIL NOT TO SCALE BEARING TRACT T 0 l UNPLATIE'.D TAX LOT 1023059308 SEE PLAT NOTE 19. SHEET-2-__ SCALE: 1" = 200' 100 200 400 Jw ( J BASIS OF BEARING ! i ! r- 59 56 60 55 (:) 67 f-54. u 62 <( 53 0:: 63 f- 64 '- W LINE N. 1/2, NE 1/4, SE 1/4, SE 1/4 TRACT F N LINE S 1/2, NW 1/4, SE 1/4, SE 1/4 3l/ 52 51 J --------1 ~ 38 '·-~ . ..1 a.--_...._ .UJl-------1 :c w i i---~ i ... 36 f;; i ~-~· L.--------··------·-··-··-------·--,-~=~~~~-3-7~~ i !2,66.94 i i I ! -t-- i 1294.02' TRACT!N 111 SE 123RD ST 7 2 3 4 5 6 13 17 70 9 74 SE 124TH PL SE 125TH PL S LINE N 16', S 1/2, NE 1/4, SE 1/4, SE 1/4 E LINE NW 1/4, SE 1/4, SE 1/4 N88"20'25•w Cl 200, 0 ci 0 I') LiJ • U) I') r--r 0 0 z N88'20'25•w 200.06' w 8 7 Cl) 21 ..I a. 22 23 24 TRACT D -··-··-·---------·-··--·-··-----------------------· L76 L77 L78 58.07' 50.00' 134.55' 37.73' 13.46' 85.38' 21.37' 10.63~- 19.04' 36.15' 28.67' 48.33' 53.23' 65.64' 103.22' N17'02' 42"W N01 "39'52"E N20"39'48"W N06'27'47"W N89'46' 43"W N27"38'48"W N65'29'1 O"E N24'30'50"W N64'19'41"E N25'40'19"W N69'13'05"W N23°29'26"E N40'50'14"W N89'46'43"W N00'15'26"E HELD BEARING OF N86.21'07"W ALONG THE SOUTH LINE OF THE SOUTHEAST QUARTER SEC. 10, TWP. 23N., RGE 5E., W.M. ~--r--~\ (- 1 ! I 1 I I I ! I I I I j I l I l l I S LINE, NW 1/4, SE 1/4, SE 1/4 __ j j I 1 I, DATUM f---r---+----J I I I ! : I l l CURVE TABLE HORIZONTAL DATUM -' NAO 83/91 --i !I i !' (I'--, I-- CURVE LENGTH RADIUS DEL TA (KING COUNTY) I l ! i I C74 55.58' 49.50' I',,. =64'19'40" : ! ! i ~-- L79 i i i i \ i • I \c ;1 i ! • ! (0 i C()' , I LD' (0' nl ! i ! i i I ·-K i \ i i ! ! C75 75.4f 49.50' L1 =87i7t29" }-----1..... ·~-~·--'.__ _ _,I i C76 82.06' 69.00' 6 •68"08'38• -1 i ' l10 I I (0 I[) ~ I") <.D N . w en w :::> z w > w c( ~---·--·--------··-··---··-·--··----···-· ----··-··----··-··-·-·-~~-~-~:-~.~'.._ --·-··-··----··-··----·--··-··-·-----·------·-----··-·---j_ L __________ _J , l L :;1;,;;~~;t£:;Jo~1scso~~~~ ,'z,-23-5 A N88"21'07"W ------;~, ~~~~~~:;;~-;1~_2L39 --:3~:~c~UNi~N~:i~:,,~,-:~i~) ~: N. 507779.44 N: 507704.94 E. 1665846.78 E: 1668469.60 0.0.E.S. FILE NO. L02P0014 LEGEND [:::::():::::] FOUND QUARTER CORNER AS NOTED + ® ® © FOUND SECTION CORNER AS NOTED N LINE S 1/2, N 1/2, E 1/2, SE 1/4 S LINE N 1/2. S 1/2. N 1/2, E 1/2, SE 1/4 S LINE N 1/2. N 1/2, S 1/2, N 1/2, E 1/2, SE 1/4 JOB NO 01-159 SHEET 4 OF 10 12112 115th Ave. NE KirkJand, WA 98034-6923 425.821.8448 425.821.3481 fax 800.488.0756 toll free www.tliadassoc.com < 0 r ~ u G) 0 LL 0 -st" 1-w w I (JJ w w (JJ * SH ROC HEIGHTS I VOL/PG POR SE 1/4 AND NE 1/4 OF THE SE 1/4, SECTION 10, TWP. 23N., AGE SE., W.M. Naa·2o·oa·w 90.27 BSBL w • N l{) 0 • 0 0, • 1')0 • l{) 0 * 78 z 4,249± SQ. FT. N88·20'08"W \ \ \ \ \ \ UTILITY TRACT SEE NOTE 8, SHEET 2 90.94 * 77 5,297± SQ. FT. N88'20'08"W 111.53 * 76 \ \ \ 5,553± SQ. FT. N88·20'08"W 108.58 t;> ~r /}i i N I * 75 5,318± SQ. FT. ·o ~~ 01 oi I f',.l :_... ---i.. -.J I = :j N89'46'43"W • ._,_+---~:.....:.::.....:.::.....:.: ___ -4--_ ~ '° 101.08 0 LC) ci .... 0 0 ~ * * 74 5,004± SQ. FT. N89'46' 43"W 99.97 73 4,366± SQ. FT. .... N c,; .... 0 0 r-: .... N8k·45'43"w -..;.;.;;.,_c----'-'--.... C. 46.49 tJ N89'46'43"W I s1. 41 I n I * 72 _J I 4,304± I SQ. FT. I ...- 20. 2:...:4_.,._-"'l-sc-----'-------+--_J.,.j ; TRACT I 10.00 N89'46' 43"W 98.97 I 0 t4J l{) QJ 1£) cxi -·"" .... oi C\/ .... 7; w <'.° ;..... { ~ i-1 b 0 z \ ~ 0 0 " .... 0 0 ci .... I o I 71 ~ I 4,297± I ...- SQ. FT. I N89'46' 43"W N89'46' 43"W ::: 49.60 I I I I 47.17 __, 70 4,314± SQ. FT. 98.97 0 0 " .... I \ I I N89'46'43"W 69 0 0 0 I 4,291± 0 ci .... " ,q-I SQ. FT. . I J N89'46'43"W N89'46'43"W 2 50.41 0 0 ci .... 0 0 ~ 46.49 I I I I 142.17 _., 68 4,319± SQ. FT. N89'46'43"W 98.97 67 4,349± SQ. FT. 54.60 N89'46' 43"W I I I I I N89'46'43"W 0 0 " .... 66 4,262± SQ. FT. 98.97 N89"46' 43"W l----if-15' BSBL 0 0 d LC) 65 4,990± SQ .. FT. 103.93 117.38 Ns9·45'43"w 0 0 " st 0 0 " .... l g ci .... I I /,i ..,: N I \ ~ C2 13' 18' _!.,.J t::IN • <D I") • ~ l{) om 0 z 14' 19' .!,,J r-.. :: n CJ a z 14' w Cl) w > <( :c I-- LO v ,- n en L!) n I") 19' TRACT T <D_/\ 10' _/ THESE LOTS ARE DESIGNATED FOR INDJ.VIDUAL LOT DISPERSION"" SYSTEMS WHICH SHALL BE CONSTRUCTED AT THE TIME OF , THE BUILDING PERMIT AND SHALL COMPLY WITH THE PLANS ON FILE. SEE "GENERAL NOTES" NUMBER 5, SHEET 3 OF 10. NOTE THAT THE LOCATION OF SAID DISPERSION SYSTEMS MAY CREA TE ADDITIONAL BUILDING SETBACK RESTRICTIONS WITHIN THE LOTS. D.D.E.S. FILE NO. L02P0014 KING COUNTY, WASHINGTON Naa·2o·oa"w 5' CHAIN LINK FENCE 0.1' SOUTH <] N N <D " .... TRACT L SAT SEE NOTE 11, SHEET 2 AND NOTE 4, SHEET 3 N88'"20'08"W 15' BSBL 95·28 ------- 'CURVE C1 C2 C3 C4 C5 C6 C7 CB C9 C10 C11 C12 C13 C14 C15 C16 LENGTH 26.32' 0.76' 17.09' 24.60' 20.41' 32.72' 10.02' 31.43' 23.91' 52.10' 20.23' 2.4.85' 47.12' 7.57' 40.25' 11.00' CURVE RADIUS DELTA 69.00' .6=21 '51 '22" 247.97' 6.=0'10'34" 178.49'. 6.=5'29'07" 32.00' .6=44'02'15" 42.00' 6=27'50'41" 42.00' .6= 44 '38'19" 47.00' .6=12'12'50" 28.00' .6= 64 ·19• 28" 278.97' .6=4·54'35" 278.97' .6=10·42'05" 278.97' 6.=4'09'20" 278.97' .6=5'06'13" 30.00' .6=90'00'00" 268.97' .6= 1 '36' 48" 268.97' 6=8"34'27" 268.97' .6=2'20'39" TABLE CURVE LENGTH · RADIUS DELTA I 73.97' .6.=39·54'50" }'J I 237.97' .6.=5'37'33" <D CX) I I') 73.97' .6=15'32'21" j-... CX) 73.97' .6=22'00'55" s ci I <D 28.00' .6=89'45' 48" 0 I 104 * z C17 51.53' C18 23.37' C19 20.06' C20 28.42' C24 43.87' 36.00' .6=68'42' 30" I 15' BSBL 36.00' 6=21'17'30" l 30.00' .6=90'00'00" C25 43.17' C26 13.38' C27 47.12' C28 28.68' 237.97' .6=6'54'23" \ C29 58.10' 42.97' .6= 77'28'06" \ 2 C30 3.74' 488.00' .6.=0'26'19" \ 488.00' .6=c1 '47'28" \ 488.00' .6=0'38'43" \ 479.97' .6=2'28'30" _.. C31 15.26' C36 5.50' C91 20.73' C97 4.69' 247.97' .6=1 '04'58" \ 80 6,490± * SQ. FT. LINE TABLE l* 103 N8B"20'08"W 107.00 81 5,221± * SQ. FT. 1 TRACT K I DRAINAGE TRACT SEE NOTE 10, SHEET 2 103.51 N88'20 08'W TRACT K N88'20'08"W 57.15 82 .!J.l j-... 0 5,515± ~ 0 ;,, SQ. FT. 5 b ~ 0 z \ I I 40.01 83 4,367± SQ. FT. 10' ~-'--r - w • r- ~ i-1 b 0 z LINE LENGTH BEARING L1 5.00' N07'56'02"W(R) L2 8.93' N88'20'08''W L3 24.41' N02'34'11 "E L4 15.61' N00'13'17"E L6 5.03' N89'46' 43"W L7 5.00' N00'13'17"E(R) LB 3.07' N89'46' 43"W L9 7.34' N17'14'09"W L10 7.30' N16'40'43"E L11 7.34' N1T40'43"E w 1-.. I L __ _ r-,.. I") Ol .... l.13 L!.J ~o • LO I') • ~ co b .... 0 84 4,392± SQ. FT. .!J.l ;.._ LO :-0 I') • ~ I') • 0 o_ 0 z * 85 4,903± SQ. FT. 39.43 C14 LINE L12 L13 L14 L16 L17 L18 L19 L20 L21 L23 L24 L25 L26 L49 L50 LENGTH BEARING 7.30' 7.35' 1.57' 7.30' 7.34' 7.34' 7.30' 7.30' 7.30' 7.30' 8.86' 7.30' 4.00' 7.31' 5.66' N16"14'09"W N72'04' 43"W N60'26'11 "E N16'40' 43"E N17'40'43"E N17'40'43"E N16'40' 43"E N16'40'43"E N16'40'43"E N16'40'43"E N16'14'09"W N15·14'09"W N89'46'43"W N45.11'1 B"E N00'13'17"E 86 5,455± SQ. FT. w }-. ("s :: LC') I") • ~o • N o~ 0 z LINE LENGTH BEARING L51 4.14' N60'26'11 "E L52 28.76' N45'11'41"E L53 6.00' N8T27'45"E L54 7.93' NOT56'02"W L60 13.46' N89'46' 43"W TRACT L SAT I') ~ I' N .... -: . N w I') : <D I I I n ;.._t:N~-+---------L-~ :-0 g I() z~ ~ \ \ * <D_:-j_ 102 \ SEE NOTE 11, SHEET 2 AND NOTE 4, SHEET 3 "'~ LEGEND ~ • 0 <D * 87 MONUMENT TO BE SET LOT CORNER TO BE SET FOUND LOT CORNER AS NOTED 1 O' PUBLIC UTILITY EASEMENT SEE NOTE 1, SHEET 3 RADIAL BEARING 56.00 I --c----- 15' BSBL LO CX) 0, n c-i aJ * 88 -~ 5,026± SQ. FT. }'-I r- ~ ;,, IX) a, <'i 6,327± · }'-I SQ. FT. r- ;,, ~ b ~ TRACT J b 0 ACCESS AND 0 z z UTILITY TRACT SEE NOTE 9, SHEET 2 15' \ \ \ \ \ \ ) ----_j N89'42'24' W \28.7Jio ~ ~ () n I <D co I .... '-..__ * 101 100 TRACT 0 N89.46' 43"W ;,, 113.46 99 0 0 LO N 0 0 " .... 0 0 c-i .... 0 0 " .... 0 0 ci .... 0 0 ci l{) n Ol <O n 0 N <J) '.:i 61.39 LB C28 0 58 0 { ci 5,140± (0 SQ. FT. I 91.39 I N89'46' 43"W 0 59 I 0 d 3,997± .... SQ. FT. 0 0 ci r- 0 0 98.93 N89'46' 43"W 56 0 0 89 4,693± SQ. FT. SEWER EASEMENT SEE NOTE 6, SHEET 3 F-+--4.;.,;8;.;,..4.;.,;7 __ .... ~ N89.46'43"W tl' 41.49 . 0 0 r-: .... 90 N89.46'43"W I ~ 47.72 ..., 41.47 N89'46'43"W ('.) f-u <( " .... 4,290± SQ. FT. ci .... 13· I 1a· 4,028± SQ. FT. 92.03 0 0 ci .... N89'46' 43"W :!.!----=-5.::.:0·:.:::3;:.8_:........-1 60 0 0 m 4,136± st' SQ. FT. 91.39 N89'46 43 W 0 61 0 d 3,997± st' SQ. FT. r.._ 41.47 47.72 -_., N89.46' 43"W I N89.46' 43"W 0 62 0 " 3,954± .... SQ. FT. . 91.39 N89'46' 43"W 0 0 63 ci '° 4,569± SQ. FT. 91.39 N89'46' 43"W 0 64 0 4,559± ci '° SQ. FT. N89'46'43"W . 88.93 DRAINAGE TRACT ~ NOTE 6, SHEET 2 a 0 <D n I") ;;:: f'. "iri CJ 0 (f) O'.'. f- 0 0 ci st- 0 ~ n I") 0 0 " .... :s: }-. ~ ;,, ~ CJ 0 1/) 0 0 ci st- 0 0 " ,q- 0 0 ci .... 46.48 __, N89'46'43"j N89'46'43"W 55 4,317± SQ. FT. 98.93 N89'46' 43"W 54 4,295± SQ. FT. 0 49.57 47.29 C\/ N89'46'43"W __, N89"46' 43"W I 53 I 4,311± SQ. FT. 98.93 I N89"46' 43"W CD~ 52 4,290± SQ. FT . 46.45 ;;; _., 50.41 N89'46'43" N89'46' 43"W 51 4,317± SQ. FT. N89"46'43"W 98.93 TRACT G G) 93 ·90 ---_1 l [ 10'____,, d.' 131.06 C91 en SE 124TH ST ai 0 0 " .... 0 0 ci '<I" 0 0 ~ a 0 ci .... 0 0 " .... L6 --;u.~---~ __ ...:13:..:..:1.06 N89'46...:'4..=.3...:"W.:.__ ____ &-------.J SEE SHEET 7 OF 10 LO a, LO N I") 13' w Cl) w > <t J: 1-- U) ,q ,- w • r- ~ l'1 ~ CJ 0 z 18' 0 0 ci .... 0 0 " .... N89"46' 43"W 91 4,041± SQ. FT. 48.47 N89'46' 43"W ~ ..-41.05 92 4,081± SQ. FT. 1 o· 92.03 N89'46' 43"W N89'46' 43"W 93 4,063± SQ. FT. 0 w LO : . r-ro ~ ...-·n 0 0 ci .... b 0 z /:.J-__;,3.:.6 •;..c4.:.9 _ _.. 53.47 -i N89'46'43"W t---+---"=-.;.,_--4 j N89"46 1 43"JV 0 0 ci .... 0 0 r-..: .... 0 94 0 " 3,944± .... SQ. FT. 92.03 N89'46'43"W 95 0 0 4,325± " SQ. FT. .... I N89'46'43"W 92.03 12112115th Ave. NE Kirkland, WA 98034-6923 425.821.8448 425.821.3481 fax 800.488.0756 toll free www .lrfadassoc.com JOB NO 01-159 SHEET 5 OF 10 0 PUBLIC WATER EASEMENT SEE NOTE 5, SHEET 3 98 97 96 TRACT 8 OPEN SPACE TRACT SEE NOTE 2, SHEET 2 SCALE: 1" = 20 40 40' 80 !. Jww-t; ,.,444-4d 0 LL. 0 CD f-w w I (J) w w (J) < 0 r " u 0 SHAMROC HEI HTS I POR SE 1/4 AND NE 1/4 OF THE SE 1/4, SECTION 10, lWP. 23N., AGE 5E., W.M. 5' CHAIN LINK FENCE 0.1' SOUTH w C'l . ~ r'l tO • r: !> ~ * 103 4,849± SQ. FT. "" ..;-, 8.--+------'9...;.5.;.;;.2;....9 ____ ..1.--f- z C'l N89'42'24"W 0 LL 0 0 ~ : TRACT L w w I (f) w w (f) N89'46'4T'W 56.00 i \ -,----- L15' BSBL ~ * 88 " ;.., s 0 z co O'l N PUBLIC WATER ;::: EASEMENT SEE \ ~i;~T \ 15' 1\ 50.88 ----- 15' 56.00 * 102 5,108± SQ. FT. * 101 5,760± ·SQ. FT. 100.14 100 5,028± SQ. FT. t[) t[) u 13' ln~ , Rh at;?. Ot11 v-. l'-/f?. . U)I (]) µ'fl i'.J:t" o . <J T,;: w N89'42'24 •w 101.14 -1 II a: -----------'----./-.-/ <J TRACT 0 101.62 TRACT 0 PUBLIC UTILITY TRACT/ SEE NOTE 14, SHEET 2 9 9 5,075± ('J SQ. FT. [] 100.55 18' a, r'l u KING COUNTY, WASHINGTON 107 5,302± SQ. FT. 104.10 N89'42'24"W 109 5,044± SQ. FT. 106. 71 N89'42'24"W 110 5,260± SQ. FT. 4' CHAIN LINK FENCE " <D <D C'l ~ co 0 '<t a cd co ..;-..... N88'20'16"W 106.03 CURVE C30 C31 C32 C33 C34 C35 C36 C37 C38 C39 C40 C41 CURVE TABLE LENGTH RADIUS DEL TA 3.74' 488.00' 15.25' 488.00' 28.98' 60.00' 9.56' 60.00' 57.03' 48.00' 24.29' 113.00' 5.50' 488.00' 26.62' 48.00' 17.38' 48.001 6.76' 618.97' 23.82' 618.97' 25.97' 286.51' 6=0'26'.19" 6=1 '47'27" 6=27'40'13" 6=9'07'46" 6=68'04'28" 6=12'18'59" 6=0'38'43" 6=31'45'31" 6.=20·44'29" .6.=0'37' 32" 6=2'12'17" .6.=5'11' 39• 144.04 CURVE TABLE CURVE LENGTH RADIUS DELTA C42 47.59' 28.00' .6.=97'22'20" C43 30.32' 179.00' 6=9'42'18" C44 C45 C46 C47 C51 C52 C53 C54 C55 C56 C57 C58 C59 C60 C73 C87 C88 32.06' 59.00' 33.21' 45.92' 10.05' 24.16' 26.66' 15.17' 26.07' 26.66' 18.32' 57.66' 24.85' 20.43' 5.00' 18.13' A f"\ -,..,1 ~U, / L C89 32.97' C92 57.26' C93 38.54' C94 23.13' IJNPLA~Jf1 '\OZ30~ 179.00' 37.00' 25.00' 28.00' 317.51' 317.51' 587.97' 587.97' 587.97' 33.00' 33.00' 43.00' 43.00' 43.00' 40.00' 40.00' 8 • nn' , .vv 113.00' 113.00' 60.00' 40.00' .6.=10'15' 48" 6=91'21'59" 6=76'06'48" 6=93'58'01" 6=1'48'52" 6=4'21'37" 6=2'35'55" 6=1'28'43" 6=2'32'27" 6=46'17'11" 6=31 '48'24" 6=76'49'28" 6=33'06'30" 6=27'13'42" .6.= 7'1 0'03" .6.=25'58'30" C>=26'49'12" .6.=16'42'58" 6=29'01 '57" .6.=36'47'59" .6.= 33'08' 32" N89"45' 43"W N89'42'24"W N89'42'24"W 121.85 89 ("' --\3, 41.49 N89'46' 43"W 90 92.03 N89'46' 43"W 91 41.05 92 a a S1 w 0 j..... l() ;; a:i I") ..;-b l{) 0 z PUBLIC WATER EASEMENT I,,,:.,. SEE NOTE 5, SHEET 3 i,-.:.-st-• C'l co. s t> ' II r oi II :;o ~g; t c.,,_:_. __. ... <.O :-..i Ul, .;,. 98 ~~/ 5,008± ~ II SQ. FT. <l 99.99 N89'42'24"W 97 5,023± SQ. FT. eo. 101.25 ------------4---4 ,:,' N89'42'24"W C,' tn 96 .t.J\ O-" o:o 5,138± NU' SQ. FT. o, ' 5"t.(l'l-)... .. ,75·~~-- 1' ---104. 66 N89"42'24"W -10' I> ~CD II '1 ;; /tJ 71. 74 ~~ 112 ~ 7,572± OJ, SQ. FT. \ \ ---- _!.JJ tD io " r'l . OJ r'l r'l 0, ~ Ei z 50.11 113 I -/ I I I 6,196± I SQ. FT. I l I I I -----+ C44 28.11 .- 1 O' PUBLIC SEWER EASEMENT _._ SEE NOTE 6, SHEET 3 w a, lo 0 !'1 oi ;,», o. ~5 z 114 6,545± SQ. FT. _1L® - 60.00 OJ 71.43' w • <.O '<I' ;') or-.. nr Ng 115 6,545± SQ. FT. ------- Ol 0 oi 0 ~ w 716 'in 6,545± r'l O'l SQ. FT. !.'1 ~ 0 z ~------ 60.00 -----..c.N:..:::8~8"20'25"W 271.16' 60.00 301.17' SE 123RD ST Ol 0 oi 0 ~ I w 717 I • t[) ;') O'l !.'1 0 z 6,377± I SQ. FT. ~l -24.71 N ~ ;::: 0 ~ (0 l!) \ <D co ..;f tO .... VOL/PG w en w > <( J: t-ee 'q' ,- I": O'> r') LINE LINE TABLE LENGTH BEARING z ~r----------~2;!;0~0~.0~6-· --------------~/ lfi tD Naa·20·2s"w 92.03 N89°46'43"W 93 0 0 0 '<I- ,-, 36.49 (\/-----__ _, ... N89'46'43"W 94 92.03 Nag•45'43"w 95 0 0 r-: ..;- 0 0 r-.: '<I- L23 L24 L25 L27 L28 L29 L30 L31 L43 L49 L55 L64 L65 7.30' 8.86' 7.30' 6.00' 10.07' 7.00' 14.64' 1.03' 7.00' 7.31' 20.00· 12.50' 12.51' N16'40'43"E N16'14'09"W N16'14'09"W N88'20'16"W N88'20'21"W N17'22'45"W(R) N21'20'46"W N21'20'46"W N00'17'36"E N45'11'18"E N89'42'24"W N21'20'46"W N19'23'03"W \ TRACT B \ \ 92.03 N89'46' 43"W .1 OPEN SPACE TRACT SEE NOTE 2, SHEET 2 THESE LOTS ARE DESIGNATED FOR INDIVIDUAL LOT DISPERSION SYSTEMS WHICH SHALL BE CONSTRUCTED AT THE llME OF THE BUILDING PERMIT AND SHALL COMPLY WITH THE PLANS ON FILE. SEE "GENERAL NOTES" NUMBER 5, SHEET 3 OF 10. NOTE THAT THE LOCATION OF SAID DISPERSION SYSTEMS MAY CREATE ADDITIONAL BUILDING SETBACK RESTRICTIONS WITHIN THE LOTS. ~ --£)-~'G) .......____ ~ " D.D.t.S. FILE NO. L02POOl4 \ \ \ \ . ~~ ~· ~\O P% I I C> l II r-\ ~II ~q ~-J oi I 1 8,360± SQ. FT. 129.42 NB8'20·4znw L31 2 5,970± SQ. FT. 109.38 N88'20' 42"W 3 5,075± SQ. FT. 95.79 4 4,703± SQ. FT. 94.26 N88'20'42"W 5 SEE SHEET 8 OF 10 a, 0 d 0 0 r<) ci lO 0 w : ci (0 t/1 r<) ;-... r 0 0 z a ci t[) 200.06' LEGEND • 0 CD @ (R) MONUMENT TO BE SET LOT CORNER TO BE SET FOUND LOT CORNER AS NOTED 10' PUBLIC UTILITY EASEMENT SEE NOTE 1, SHEET 3 10' PRIVATE STORM DRAIN EASEMENT SEE NOTES 7-21, SHEET 3 RADIAL BEARING JOB NO 01-159 SHEET 6 OF 10 12112115thAve. NE Kirkland, WA 98034-6923 425.821.8448 425.821.3481 fax 800.488.0756 toll free www.triadassoc.com SCALE: 111 = 40' 0 20 40 l 80 J < 0 1 " u C) 0 LL 0 ,q- i-w w I (/) w w (/) SHAMROCK HEIGHTS I VOL/PG POR SE 1/4 AND NE 1/4 OF THE SE 1/4, SECTION 10, TWP. 23N., AGE SE., W.M. KING COUNTY, WASHINGTON w }-. ~ i-'i b 0 z 66 98.97 N89'46'43"W >---1--15• BSBL 0 0 ci l[) 117 .38 65 4,990± SQ. FT. 103.93 N89'46'43"W I I \ N -!" ~ ~, w > <( I I I I') a, I (!} 19' I') ~ 63 91.39 N89'46'43"W 64 4,559± SQ. FT. N89'46' 43"W 88.93 ,!--u Cl I' a-~ d I') L() b 0 z SEE SHEET 5 OF 10 52 w 50.41 }-.. ~._ __ 4.;..;6:..:..4.;..;5~--4 (::;; N89'46'43"W N89'46'43"W -..J I 0 b 0 ci 4,317± v w • I' b 0 z z g 51 I ~ v SQ. FT. 13' N89'46'43"W 98.93 "' DRAINAGE TRACT TRACT G f1\ 93.90 _· _0l[_10~ ~ C, c ~ NOTE 6, SHEET 2 v~~ "'s 1:, o. 6' C91 131.06 ~dfo,'19. CD~ ·oo,oo,, en SE 124TH ST ~ L=6a.1a 1 O' YI < '------~.1-----------~~--:--'&--~l:,,~==8~' 2~8~' 2~9:;__" --l w en w 0 > ~ <( v 18' ::c I-I() (C __j 'q' ,- '-'15'~96 ;'!: .N89'46'43"W 131.06 '...t-ToTAL ~ --l----E6i55j.6i44--T,-1Tss2.2."o'ooo----'--T,:13i.44:3~(C~2~3:--T--;-~--. TRACT T STORM DETENTION TRACT SEE NOTE 16, SHEET -2 -------------1-1---- ,-l.-~15· 10' j I / U1.5' 15' PUBLIC j WI j WATER EASEMENT IN 'iol I SEE NOTE 5, SHEET 3 I"! ~I I 50 12 bl I 5,401± o SQ. FT. I 2 1 I I I I I 15' BSBL w N 'h, l!l N .,.: in 0 b 0 z 49 5,239± SQ. FT. w . ro '° N~ -i ~ 2 o 0 z I N88'20'33"W 369.01 52.02 N88'20'33"W LEGEND ~ • 0 CD @ (R) MONUMENT TO BE SET LOT CORNER TO BE SET FOUND LOT CORNER AS NOTED 1 O' PUBLIC UTILITY EASEMENT SEE NOTE 1, SHEET 3 10' PRIVATE STORM DRAIN EASEMENT SEE NOTES 7-21, SHEET 3 RADIAL BEARING ~ b 0 z N X 661.47' LINE L5 L21 L39 L56 L80 L81 L82 40 ~ 0 ~ ·:.-u'~ SCALE: 1" = 40' 0 20 40 ~ ti N88'20' 42" W DETAIL "A" NOT TO SCALE, 80 J '\.'\ 13.73' LINE TABLE LENGTH BEARING 6.93' N00'13'17"E 7.30' N16'40'43"E 5.00' N01 '39'18"E(R) 17.36' N45'14' 32"W 16.56' N88'20'42"W 25.86' N88'20'33"W 9.32' N01 '58' 33"E \ \ 50.01 CURVE TABLE CURVE LENGTH RADIUS DELTA C1 26.32' 69.00' L,a=21 '51 '22" C21 46.67' C22 36.66' C23 36.62' C24 43.87' C25 43.17' C26 13.38' C61 48.34' C62 35.43' C63 46.39' C64 47.86' C65 34.19' C86 39.88' C91 20.73' C95 39.88' C96 38.66' UNPLAIT.ED TAX LOT 1023059042 SEE PLAT NOTE 17, SHEET 2 35.CO' ~== 76.2411611 23.00' 6=91'19'28" 446.97' 6=4'41'37" 28.00' 6=89'45'48" 36.00' l;.=68'42' 30" 36.00' 6=21 '17'30" 27.00' 6=102'34';51'' 131.97' 6=15'22'50" 30.00' 6=88'36'08" .... 3_0.0Q'. _.6=:91 '23'52" 164.97' 6=11'52'33" 25.00' 6=91 '23'52" 479.97' 6=2'28'30" 25.00' 6=91 '23'52" 25.00' 6=88"36'08" TRACT X NON-BUILDABLE AREA SEE NOTE 17, SHEET 2 END OF 4' CHAIN LINK FENCE PRIVATE UTILITY EASEMENT FOR OVER HEAD POWER, TELEPHONE AND CABLE LINES TO BENEFIT THE ADJACENT PROPERTY SEE DETAIL "A" ..J a. 21' co (.!) :I: <D I-n ,~ ,- SEE SHEET 9 OF 10 48 00 cO o:i a, l"l N 5,383± SQ. FT. 3: .-: : CJ) 0 aJ 0 i io I") 0) N I") .... b 0 z i-.: l,._ d (J) -H cD cD m <J5 t') 0 z .w n t') Ol -I") ro . l[) Ol ;.. I') a z w 'h l'J N • 0 CX) • I() ,-... ;.. st 0 z w b l[)~ . a a, . NI' • v 0 z ,!--u co ,..N Q 0 . f-,-~ O 5 <( z et:: f- w 'o N l'J -0 OJ • 0 I' ""st 0 z w 1-,. If) l[) -0 <O • ~~ 0 z 7.65 94 92.03 N89'46'43"W 95 4,325± SQ. FT. 92.03 N89'46' 43"W 47 7,235± SQ. FT. N89'44'34 "W 83.16 w • a ~ a 'i<J ,....: r v a a z ( "'-<1 l"';, ~ 4.,2 1-,3• 1 \ \ TRACT B OPEN SPACE TRACT SEE NOTE 2, SHEET 2 0 ..- LL 0 co 1-w w I (J) w w (J) I G) ~" ~ G)~ 111 46 3,787± SQ. FT. N89'44'34"W 80.36 45 3,810± SQ. FT. 81.77 N89'44'34"W 44 3,867± SQ. FT. N89'44'34"W 82.79 43 3,918± SQ. FT. N89'44'34"W 83.95 42 3,982± SQ. FT. 85.51 N89'44'34"W 41 4,068± SQ. FT. 87.58 <O () 10' l 111 0 r') I ®~ 1 o· -"-1 I ~ I I 18 I~ I 0 0 r..: v 0 0 ,....: st 14' w 'co ~ N ~ in a, ' a, 0 ~ 0 z 14' I 19' w en ..J Cl. ::c I- (C ~ ,- cD ....__ () 12 (,:· 7, 112± N SQ. FT. i..LJ I SIDE'NALK EASEMENT r') SEE NOTE 23, N 110.24 · N89'44'34"W 1---t-----_:_:..:.:.=~-----_.~ ci N 13 0 0 d 5,482± l[) SQ. FT. ~ ow ci • l() A~ Ol r> 109.02 N89'44'34"W 5 1---t-----...:..=.::.:,=.=------_.z I 5 ci l[) 0 I 14 0 I d 5,421± l[) 1/@ SQ. FT. r___ 1 o· 107.80 r<'J 0 ~ N89'44' .34"W 19' S; Ol oci N 15 6,579± SQ. FT. cD ro l{) (.!) }w i:o ~ en r> 5 z ...... 11 16 SE 124TH PL 14' 19' 12112115thAve.NE Kirkland, WA 98034-6923 425.821.8448 425.821.3481 fax 800.488.0756 toll free www.triadassoc.com ~ 1 10· S88'20'42"E ----1 50.00 w _w I' ~ i:o 32 Ol ~ ,-... ,....: er, 31 (J) Ol I') r..: r<'J 5,084± co ~ 4,399± ro . SQ. FT. 0 ~ z SQ. FT. 0 z l N88'20'42"W WIRE FENCE FENCE 0.6' NORTH 16' EASEMENT AGREEMENT REC. NO. 5284273 EXPIRES: 12-18-2006 30 < 0 r "'-u C) D.D.E.S. FILE NO. L02P0014 JOB NO 01-159 SHEET 7 OF 10 0 LL 0 r-... 1--w w I (/) w w (/) SHA CK EIGH SI POR SE 1/4 AND NE 1/4 OF THE SE 1/4, SECTION 10, TWP. 23N., AGE 5E., W.M. \ LEGEND ~ MONUMENT TO BE SET • LOT CORNER TO BE SET N88"20'42"W \ \ '~® 10· ~ KING COUNTY, WASHINGTON SEE SHEET 6 OF 10 2 5,970± SQ. FT. 109.38 129.42 5 ci l() CURVE C48 C49 C61 C62 \j,.-r-f l:.D \JNP 5902.6 10230 CURVE TABLE LENGTH RADIUS DELTA 47.18' 28.00' .6=96"32'1 o" 47.06' 28.00' .6=96j 8'24" 48.34' 27.00' .6=102'34' 31" LINE TABLE LINE LENGTH BEARING L31 1.03' N21 '20' 46"W L32 5.00' N74'42'25"W(R) L33 10.00' N00"17'36"E 0 FOUND LOT CORNER AS NOTED N88'20'42"W 0) 0 ci 0 35.43' 131.97' C63 46.39' 30.00' .6=15"22'50" L35 0.71' N88'20'25"W .6=88"36'08" L39 5.00' N01 '39'1 B"E(R) G) 1 o' PUBLIC UTILITY EASEMENT SEE NOTE 1, SHEET 3 10' PRIVATE STORM DRAIN ® EASEMENT SEE NOTES 7-21, SHEET 3 (R) RADIAL BEARING 19' w ~ fs ~-G)-12 S:! f 10· 7,112± ., SQ. FT. I') N 110.24 N in N89'44'34"W b 0 z w C/J 0 13 g/ 5,482± SQ. FT_ ..J a. 109.02 :::c I- U) ""' ,.... n oi N89'44'34"W I 0 I 14 0 I ci 5,421± If) 1/® SQ. FT. 1-10· CJ) 107.80 I 19' t;; I N89"44'34"W ~I l \ 15 6,579± SQ. FT. o" r@ TRACT B OPEN SPACE TRACT SEE NOTE 2, SHEET 2 in l{) L{) st 3 5,075± SQ. FT. 95.79 N88'20'42"W 4 4,703± SQ. FT. 94.26 N88'20'42"W 5 4,913± SQ. FT. 103.98 N88'20'42"W 6 7,161± SQ. FT. 5 rr) ci l[J 5 0 I{) lJ') LO rs: <D r 0 0 z C64 C66 C67 C68 C69 C70 C71 C72 C96 C98 C100 C102 47.86' 46.41' 44.65' 10.82' 26.57' 9.20' 20.06' 2.94' 38.66' 29.02' 3.11' 27.85' 30.00' .6=91 '23'52" L40 5.00' 30.00' .6=88"38'01" L44 20.01' 28.00' .6=91 "21 '59" L66 6.35' 28.00' .6=22"07'59" L67 10.30' 35.00' L',.=43'29'29" L68 6.54' 73.00' .6=7'13'05" L69 6.61' 73.00' .6=15'44'53" L70 10.30' 73.00' .6=2'18'22" L71 6.61' 25.00' .6=88'36'08" L75 15.22' 25.00' .6=66'30'02" L76 13.17' 487.51' .6=00"21 '54" L83 16.00' 28.00' .6=56'59' 41 n L84 16_00' 8. 80 ---t t---L{) L,,112. og lfJ ci ITT N89'42'24"W(R) N88'20' 42"W N70'10'00"E N59"22'49"W N08'58'37"W N21 '34'2J"W N71 '58'25"W N57'37'31"E N66"12'26"W N4i14'18"E N01 "39'18"E N00'17'36"E in ,6,,1 ~·5an ci n ci -.. ----=-c_c_-==&=&==--:..·_,_;,:N'c=.-'-..:..._· Nas:20·2-:,-5~·w_c·__c._-==-.:........:...· r~=-:.~==_c. ";32.77 SE 124TH ST ~ ~ 121.77 i11.oo lfJ. ·--=-=-.c'-'-=~ L,,50520---r~""[;~~,-~~~--;~:;:;cp.::=-==~~:-:e--.-~ ci --4;:<c•,,,;, . N .,,.,..,,_., . .,6_" l-•9,37 """" --4==5~'..09.'.'._ so.ao--24.26 _ _ _ _ --.. <ol\, \\l'}. 24.82 ci f"') r-- OJ ci l{) :;j:' ci N SIDEWALK EASEMENT SEE NOTE 23, SHEET 3 10' f'f', (j C, I.=:) ~ ---t- -N88"20'25"W (: 66.26' LANDSCAPE 5 w ~ ci ~ If) CJ) ri 5 z 5 ci tO f"') ~ ~ Ol .!-..l co ~ r.o O> Q'.J r> 1.ti 5 <!) z 11 5,667± SQ. FT. 50.00 52.33 N88'20'42"W 16 4,764± SQ. FT. 0 "' rs: 0 f") 0 a, _w co ~ CJ) !') 5 z _w io ~ 0) ~ 5 z 10 5,145± SQ. FT. 50.00 50.00 N88"20' 42"W 17 4,551± SQ. FT. 9 4,890± SQ. FT. 50.00 50.00 N88'20'42"W 18 4,551± SQ. FT. OJ Ol (0 Ol I") 0 ~ OJ w w ~ ~ O> 8 r-- ~ a, 7 r> 4,849± co r> 5 Ol 5 5,461± z SQ. FT. z SQ. FT. 50.00 60.86 50.00 58.53 N88'20'42"W N 88'20' 42"W :w I") OJ 19 ~ CJ) 20 a, !') 4,551± 5 5,027± SQ. FT. z SQ. FT. w k ~ Ol ri ~ 0 z 13' "' 00 r..: {O I lf'J 0 oci I st 13' J I 18' co I ENTRY MONUMENT EASEMENT 2J a:i "1 I f-10· :~@ I I I 18' g I r..: ~I 5,809± SQ. FT. 93.00 N88"20' 42"W 22 5,580± SQ. FT. 93.00 CD . I 1~ N88'20'42"W 23 co I!) N -.t= 0 ci ,...... {O I') N 0 6'"' ....._ 11 \,---------10· _Cc® __ 5,766± SQ. FT. 0 {O 5 .w ( N co N 1~ tn {O ~ (0 I 0 "'1 0 I") z < AO I ' " \ 1'1 ...J 77.07 1 o· J "' -. 31.89 32 5,084± SQ. FT. ~ 1 10· w k r--~ Ol 31 " Ol OJ ri 4,399± 5 z SQ. FT. 50.00 52.33 50.00 S88'20'42"E ____ _::::3__'._44..!..:·~93 10' SE 124TH PL 50.00 50.00 50.00 50.00 -·--- w • r--(0 ~ ~ CJ) 30 r--r> OJ 5 4,399± z SQ. FT. w .!-..l r--co co 29 Ol ~ r--~ r--: Ol 28 CJ) O> 27 4,399± OJ !') 4,399± r--: !') 5 OJ 4,399± SQ. FT. SQ. FT. 5 z z SQ. FT. _w r--co ~ CJ) a, 26 r--!') OJ ~ 4,521± 0 z SQ. FT. 10· _u:® ----------50.00 50.00 -- r') ~ cxi Ol (/) w • f-co ~ 0 = <{ fi 5 n::: z f- 106.57 N88'20' 42"W 24 5,795± SQ. FT. TRACT D TRACT D _w ~ JOINT USE DRIVEWAY <.0 c:i AND UTILITY TRACT ~ r.o SEE NOTE 3, SHEET 2 b 25 6,782± ~ _r ZCD SQ. FT. ---50.00 50.00 so.oo I SANITARY SEWER EASEMENT N88'20'42"W t 19 ·67 113.03 C'i a c:i r.o I I~ r.o _J .!,u tO I") }-.. ..--. 0 0 z l"l·. ~, I") 30' / ~/ 'Sj--.t. r<). W· co SI o . 0 z I .30' 12112115thAve. NE Kirkland, WA 98034-6923 0 I, D.D.E.S. FILE NO. L02P0014 SCALE: 111 = 40' 20 40 80 pw ~ gJ JOB NO 01-159 SHEET 8 OF 10 425.821.8448 425.821.3481 fax 800.488.0756 toll free www.lJiadassoc.com VOL/PG .30' w en w > <( :::c I-a:, ~ ,- 30'