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rn rn rn c 0 Lo - _ __ POR � ;ON OE THE N W 1 4 OF" THE N W 1 4 OF- SEC 5 TWN 23 N.R� 1-1 Vl/. M. T - -- _ -T__ __ __ . _ _ I ( I I I I BL0CIL' 1Z I 547 46 __ 43 a2 I 4 0 4', 1 I 40 39 I 38 I 37 I 32 26 31 30 2� ; 28 27 6 I 35 I 34 I 33 I 3+ - I I I , �r ._ I 1 I ( f II� I + I ( I ! I C. D. IHILLMAI 'S LAKk WASH,+NG T ON IGARDEP,) OF E4N NO. 11 - ! GRAPHIC SCALE - - - - -� --- + - _-- -- �_ _L - _+ F _ _ -_ -- - -- I® Os 60 0 30 60 120 240 ---. - /� OR . N NARY --- - -- - T -- -- - -` E - - - AS ESTABL UP E COU �J t CAUSE No. 69 i TIS FEY, t T -- -- -- + -- �� - -- � 1 inch = 60 ft. IF 10' SS EASEMENT I I I i I ( I r I I I I O I + ( + REC NO. 760I 130772 1 I + ! I I 3 412 I 13 + 14 I 1 ( 16 1 ! 18 ! o ? 0 II 25 I I I o 10.OG' i CONC. ALL I ; 10.00' ( j I 1 ( I �'.3 + %r I - - -, 1 I 10,00 '1 I NOO.56'14»E ! I I B10 �D' I I ! I I C.D. HILLS"✓'A: WA S/ 1 NG T01V N OF EDEI°'J NO. 1 �I00'S! '14 "E� I I 1 5PRESCRIP Tl VE- II ff , I r 00` fi'14"E /v9 34 W� i N00.5 '14"F I Q p' EASEMENT L L ls� - - 03_4F W-- _ o� N _ ( 293 60 i - - -- - - - -- - - -- - - -- 1-20.94'- - - 50.00. - -- __ - - -- - - - - - - - - - -- -_-- - - -- -- - i ( a _ - - 0.-Q0'- _5 O -5000 SO.QO' S0.40'- - - 5 - - - --= - -�- - - _ _ _ - �_C 1 - = - _ �_ I - - - \ r--- --�- I - - -- - - - -- -- - -- _ - -I - - - i , h r 1\\ \ 62 61 60 59 �8 57 - - --� ---� - -- �LL_ + ' \ 10, 744 S. f I , 56 55 54 3 52 51 50 49 148 4:-' 46 I 1 ( (; �.. \ \ o 0 4, 500 4, 500 s. , 50i' s.500 S. I 1 _ _� l�/ / V 7`l �_.; I • Y, �00 s. 4, 50U s. f. 500 s. f. + 4, 508 s. 4, 500 4, 500 s. 4, 500 s. Y ,, i TL 5 tp' 1 500 s. f. 4, 500 s. 1-� I -J L-- -J I �- 1 L- -J L- -J L I 4�5os-� 891 .S.f; 7063 S.f EX. ICON DAM I ;Vic: T' = 4G j T __'� '� r L5 7 I Tf _. 5 I \ - _ _ �` I , \ \/ '~ - _ 7,272 sq. ft. �. C 26.23" 50.00' S , �-� _ 50.00' I � F� � s0,00' so.00' i \ O.1 acres �� S 4 - - $ I I •, \ ` V44 i� ii 28.2_ _ „TRA T C6 - c22 ` C6 2�. �a C2 43 I \ � � �fi r r' � � + I • � r +/ ,44 271 E \ \ I-. \ \ cr 7 7,615 s. f 14 5 6 7 , 18 9 20 2 1 .n b. , -55-=- ;�e,„£ .» S54.14 2 E I / I 1 G.� + 32.72 + 5 1� r r +/ TL 73 4,861 s. f. 4 5761 11.429 s. f / - -- - - - - s. , 650 s. f. 14, 650 s. 4, 650 s. i , 650 s. f. »� \ \ \ \ 8 - s-� - - 45 44 3g� s8s 45� F43 I 31 s. 52.r24,8 f�� 4.2 �� • ;- 118.21' � � I Nd 3923'W S8$39 50.00' 50.00' 59.00, I �j' \ \ 5,033 s. f. 4,942 s.f 7,205 s.f 4 �E � - S5.9- ' S89'03;'46 "E � _ \ �O 591 S. f. - - \ o $E aes EASEMENT C2 4z - - � J �+ � r c., cn RE NO. � Y.� 2799523 \ \ \ 4 \ F \ a Lr)\ 6, 47� s. f C REC.ACOS. 67007 6CESS E do 7505120513 I / L,2 / ^Fg 41 I 40 r - .t -- - - -- - ,- r / 12 \ m \ \ 8, 285 s. f. 4o I '7 238 s. f. r 38 \ c21 6, 448 s.1C TRA C T J �� /�C2 7,?_.' s. f.5,595 s. f. \ ►JtsO 05 5 o - - - / I / \ x c� I - Y� / • a 30' ACCESS EASEMENT \ \y \ C I 19 \i 0 �\ \ 7 O - -- - - _ -I / C2 - \ x C3 \ I J ' " j- REC NO. 4023743 0� F 6, 052 S. 60.01 0.01 � C36 ( / ,4 _ - \ c2 ;; ti �;a- 1,237 s. f. \ \ \ r CF,�!.'J� //r I 2�1 - fE��� 24 i . I - - - 39 C $ "� I -_/ / t� . 8 G - 26 !- nC �{ r l l \ ' t Cto 3� �, 605 s. f. / 7 aC v5 / ? i �f/ _' t',*'i}�.......,►-- 7'. Y 6,220 s. f. R.q; U r] S�t'29��/ // \ L 111453 s_f. --�L - L4'950 s. f. 4,501 s. f. �'4,501 s. f.., `� �� a / 1 V 17 •7 \ , / \ L- - 1 2 Z o � 7, 310 s. f. I r'`' It ' I 3 a IL 46 c \ 8, 393 s. F. / \ / / \ \ -- -- - / o V \ x S82`2g3g., /�X' � \ • 1 �y 9 .7 67.11' 60.01' 60.01' - I 7, 793 s. f. 5 Cl = 90 � j \ \ N89 0�3 46 N=' 370. 72' ram- x x -„-t�' r o _ o - - / W P 16 4, 888 s. f C1 [� --- -- -- - \ s �• i v' k / / / \ _ --155. f 4'- C30 �� >> .. J - \ \ \ 5,517 s. f.� F /, i /'' i \5 \ O + �� I C 32 \ I / �\ 30 I I �\ 7,209 s.f.�j/ \ 6 �, , / \ x ' I I �29 I 34 � 35 o/ 12, 158 s. f. a u, - \ \ 211 s. f. \ L9_03-46"t- v ►I9, 393Isq. ft. ! L _'`> 1 6837 s. f / f i 1 , M 7, 258 s. f. „ 7, 261 s. f. l / " 0 2 ( r 30' ACCESS EASEMENT REC NO. 4359638 WE TL A N D 2 r \ x - _ _ _ ' - _ �/ 20, 643 sq. ft. X/ / /\� \ :� I I - ��L - s -- L / O. 47 acres EL D O A � � �� v 31 � S89 ' 46 E t8 , / / [� f � � /� �/� % \ o ` ' / 7203 s. f. o • DD/ D E Y FL.._ O/ ER Y Y / V ER S 10' SS EASEMENT \a: REC. NO. 6706775-� --) I LABRADOR VENTURES, LLC \---x P. O. BUX 3344 7, 204 s. f Q 33 I KIRKLAND, WA 98083 P, 500 s. f. PHONE 1Ek - 425-803- 0400 FAX 1- 425-803-6877 L A ND SUR VE YOR \ x / \ Cgs MOUNIR H. TOLIMA PLS TOLIMA ENGINEERS \ \ \ 6632 S 191ST PLACE, SUITE E102 © KEN T, WA .98032 PHONE 1- 425_ 251- 0665 FAX 1 425 251 0625 2 LINE DIRECTION DISTANCE L 1 SOO 22'34"W 36. 74' L2 N00'56'35"E 23.92' L3 S002234"W 27.82' L4 N38'51'08"W 26.60' L5 N32 25'21 "W 34.37' L6 N57'05'39"E 11.74' L 7 S20'58'35 "E 13.00' L8 S20'58'35"E 13.00' L9 N32 2521 "W 29.55' L9 N2729'52"W 23.38' L 10 S5 7'34'39 "W 34.00' L 10 N272952"W 31.6 1' L l l NO 1 '51 '53 "E 15. 00' L 12 S89'04'19 "E 33. 71 ' L 13 S70'43'30 "E 29.04' L 14 N32 *1926 "E 8. 76' L 15 589 "03'46 "E 33.59' L 16 SOO 56'14"W 20.00' Jew • � /� /i /1 � � 1 fl7 �ti CURVE RADIUS LENGTH TANGENT DELTA C1 25.00' 23.18' 12.50' 53'07'34" C2 271.00' 57.76' 28.99' 12'12'45" C3 271.00' 23.80' 11.91 ' 05'01 '57" C4 25.00 39.27' 25.00' 90'00'21 " C5 229.00' 38.79' 19.44' 09'42'17" C6 25.00' 43.39' 29.51 ' 99 27'04 " C7 173.24' 41.22' 20. 71 ' 13'38'02" C8 173.24' 18.31 ' 9. 16' 06'03'17" C9 125.00' 31.4 1' 15. 79' 14 23'58" C10 125.00' 36.57' 18.42' 16'45'45" Ci l 686.34' 37.24' 18, 62' 03'06'31 " C12 55. 00' 6. 45' 3.23' 06*43'11 " C13 55.00' 35. 00' 18. 12' 36 2739" C14 55.00' 35. 00' 18. 12' 36 27'39" C15 1880.08, 52.53' 26.27' 0136'03" C16 55.00' 35. 00' 18. 12' 36 2739" C17 55.00' 35. 00' 18. 12' 36 27'39" C18 55.00' 26.27' 13.39' 2722'00" C19 55.00' 34.03' 17.58' 35 26'49" C20 55.00' 31.39' 16.14' 3242'04" C21 25.00' 44.26' 30.57' 1012637" C22 25.00' 39.27' 25.00, 89'5939" C23 80.00' 56.01 ' 29.21 ' 40'06'57" C24 125. 00' 19.57' 9.80' 08 58'10" C25 125.00' 20.48' 10.26' 09 23'12" C26 125.00' 35. 97' 78, 11' 16 29'10" C27 125.00' 58.30' 1 29.69' 26'43'21 " C28 30. 00' 47.12' 30.00' 90'00'00" C29 25.00' 47.00' 34.23' 107'42'37" C30 25.00' 56.65' 53.42' 129 50'25" CURVE RADIUS LENGTH TANGENT DELTA C31 55.00, 31.98' 16.46' 33'18'48" C32 55.00' 39.57' 20.68' 41 *13'16" C33 55.00' 35. 00' 18. 12' 36 27'39 " C34 55.00' 35.00' 18. 12' 36 27'39 " C35 55.00' 21.80' 11.04' 22'42'20" C36 55.00' 36.12' 18.74' 3737'46" C37 55.00' 58.22' 32.17' 60'38'43" C38 25.00' 19.18, 10.09' 4357'14" C39 25.00' 32.64' 19.12' 74'48'35" C40 72.00' 68.55' 37.13' 5433'16" C47 72. 00' 19. 62' 9.87' 15 36'48" C42 83.00' 89.18' 49.44' 613354" C43 122.00' 31.42' 15.80' 14'45'15" _ C44 122.00' 34.81' 17.52' 16 20'50" C45 122.00' 48.40' 24.52' 22'43'54" C46 122.00' 16.46' 8.24' 07'43'54" C47 250.00' 83.85' 42.32' 19,13,00" C48 101.00' 108.53' 60. 17' 61 '3354 " C49 104.00' 60.56' 31. 17' 33 21 '56 " C49 104.00' 711.75' 61.95' 61 "3354" C50 51.00' 80, 11' 51.00' 90'00'00" L LQ c - � •x o W j N Z i� fi Dl '.TP N Y OAF R �t ,n NNING R TON JAN 2 6 999 Y CQ (J-) O 0 CQ DA TA - TOTAL AREA - - - - - - - - - - - - - - - = 15.55 ACRES / R--6 ZONE AREA ------------ = 11.21 ACRES NO. OF LOTS -- 47 LOTS / P/W AREA ---- - - 1.56 AC / > 40'" SLOPES = 2.22 AC HAZARD AREAA = O AC I TOTAL ------ = 3.78 AC DENSITY 4717.34 == 6.4 UNI TSIACRE R-5 ZONE AREA ------------- = 4.43 ACRES I NO. OF LOTS -- = 15 LOTS R/W AREA --- = 0.72 AC > 4OZ SLOPES = O 28 AC HAZARD AREAA = 0.43 AC r ----- = 1.43 AC NSI TY 1513.0 = 5.0 UNITS/ACRE P p-� `��14-1 6 rn rn rn Ln N 0 o) N m _ POR T!'ON OF THE N W 4 OF THE N W 4 OF SEC 5, TVIN 23 N., R 5 E., W.M. -- 1 ( I ( I BLOJK 12^-- I • I Ii ! II 49 II 48 4 44 I �1 41 I 40 I39 1 38 37 36 1 35 34 1 33 1 32 !31 I30 29 !28 I27 I2E � I 1 i I I F C.O. I HILLMA(LI'S l_AKk WASHIINGTON I GARDEI J OF EDkN NO. 11 ! ! ( 1 1 ! I --- - ' i I _ - __i GRAPHIC SCALE 2,W 0 ®® N 28 TH PL \+ v NORTH 9OUNDARY LINE w -F__ _-_ _ I / # AS ESTABLISHED BY SUPERIOR COURT � I _ _ IN FEET ) I D4 - - - CAUSE- - L NO. 92 2 24469 1 1 inch = 60 ft. III i I I I ! I 1 lo' ss EAscM._Nr I I I I ! 111,I PIN I ! I o --.,, � j REC NO. 9130772 I , 0 I ; 0 11 12 I 13 ( 14 `> 1 r i 7 18 19 20 21 22 23 24 25 j I I 1 I I ! ! I I , I CONC. WALL 10 00 _ mu I D. HIL'_h✓, N S LAKE WASHINGTON GA6EN OF EDEN NO. 1 (�l,J o 1 �. oo10.0,. J » I I B1 n, 1 1 I » 0 NDO 56 14 E 15 PRESCRIPTIVE I N00 56 14 E NOO 56 1 "E I , 89.03'48 "E 1 _'� N8910 4 W v o No e I � � 1 I ! O 56 14 p EASEMEN T 93 �O �\%j\ S .�»� __ _. x"�, •.f�.. •J » ..A,2,,. TH T s = - RRA-C� -- - -- --- - -- - - --_ - - ` -- -- - _ - - 50.00- 50.00._ - n.- -A V_ - .'�O.CJO M _ I 3 l SOf 5f 53 W I y N -1 -i - w ` 62 6� 60 59 58 57 Di 56 55 54 5.� 52 5, 50 49 48 47 - i 89ti.�46 E 1 Q C A \ 10, 744 s. f. 5 46 >� L L_/' 0I V 1 \ _J T' V A 0 4 00 s 4,500 s. 14, >oo ��s. 500 s. ! �'d �za `� 6,233 s. f. , � 500 s. 4, 500 s. f 500 s. f• �c '4, 505 s. f. n F �" -� 4, 505 -J , 505 S. J L4, 505 s. f. 4 859 s, f a4, 508 S. l \ 4, 507 4 552 s. , o 3/ i r \ \ CON DAM 'cam I TL 5 7 I �- I EX. 5 6 0 TL 4 0 ' I TL 5 8 \ - - i ;Q t+ r, \ '45 q -- - 0� -t I C44 TRA t ' { J % 26.80� I I cOw \ S5477'25'E I *di' / +/ C22 C4_31 F r I 4'10'2 "E ! �•`�' 1Z ' / _. 5 6 7 8 9 2 0 2 8s7s+•43`E 169 08' 32. T2 S� ,�9' / } 7, 615 S. f. �4 E \ \ •_ ' 1 E I I i 7 , 3_ . f 14,861 s. f. (4`576� S. I ! 1 1.429 s. f / I - i - ti6 '•` \ -- -J 650 s. f. 4, 650 s. , 4, 650 s. 4, 650 S. f. / i J \ J f- L 45 1 ,42 ---- -- - - -- - 31 s. f. � 44 4, 843 I°;'o P EXISTING HOUSE `I x TO BE REMOVED \ 1 118.<'1 ' S30 23-w 50.00' ! 5 0' I 5, 033 S. f' 4, 942 s. f \ \ 7 � � 7, 205 s. f q � C SBS 39' ^ E 1Q0.00 4 i _ 89 03(46 - L g n _ ,' E EASEMENT C2 42 7, 223 s. t. _ • \ co597 S. f % J -- - \ R O. 2799�23 1 /: \ I �_4d_ ;- \ \ �'N r << 22 C2 c4� �4, \ 39 7L -� I 6, 9.5i f. ° .a� 127 ° �6, 9 5 s. f. `'� I'f, 238 s. f. J8 ✓ c V C �i 9� 8, 2135 s. f. / �' ; U ;, s 407,237 s. f3 C21 6448 s. f. TRA T,,,---A - - c2 I Ii x n3O' ACCESS EASEMENT /� - - -1 x REC NO. 4023743 v v s y 5,595 s. f.I� �i' ! / " o C2 c3 \ i [� - \-- - \� 60. 1 6Q01 - I I / C3> \- V POND �A 3 11, 237 s. f. / ►�• 39 - - - - \ � y OE�N�PULc�, 23 24 � m1 � (� 35 - 27 \/� 18 w� �•> •c, i � / / ✓ 6, 605 S. f. � 2�..� � '"� 2C� o �� I 28 I /� \ \\ ✓ l \t "T Cl\ \ , �y/ D z ' a g.3� ` �- 11L5,3 S. f. -- - L - �'� 4,950 `.4, 501 f- 1 1 - i \ \ 2 C, f i _ �5, r y it -- �-- c - z f -- 1�� %� - 5 ' n z 10 s. , . '}`mob Z s e 8, 393 s. f. � X / Q 1 L_ 6 V qa767.11' s2or' 60.01 I -� 7, 793 s. f. - Cl N89 4v t/3 / ^, 72 X-70KJOi?- X X -TT 1lL--i ❑ \ / �• ` 3 j \ \ \ 4888 s. f. Cl / �� ash \ " 4 -- -- G. _ --�5 C30 \ o-- - 15' FOU TION SETBACKS \ \ g r36 ° I �5, 51 7 s. `./ F` RECOM CA � REPORT \ c 0 1 C �32 `J k \ 7, 209 s. f.� GEO I \ ODX f W I 29 I 34 �35 12,158 S. f. 393 I s . It �, I 5 Ilk\ \11 f �� I q 17, 258 s. f. \ �, 6, 8 < 7 s. ,. f� ' [1 • .� ,• `sas'o.�l�s ",-- � , I 7, 261 ft. / irJJ �► U O V / 30' ACCESS EASEMENT V I L - REC NO. 4359638 \\ X _ V o r _� - -- - -- - -- \VI ,-71 \ , 5 - r L D Ol'�l F� t 3 z J s89•o3'4s "E - r89: oo, DEVELOPER/O WNERS 7203 S. f. 00 \ + \ 10' SS EASEMENT , ; / \ \ Z� 47 LABRADOR VENTURES, LLC p \ , REC. NO. 6700775 \ q \ •�'`J o P. O. BOX 3344 \ \\ 7,204 S. f 33 KIRKLAND, WA 98083 PHONE 1- 425- 803- 0400 FAX 1 425 803 6877 \ \ \ \ k LAND SURVEYOR k \ MOUNIR H. TOUMA PLS TOUMA ENGINEERS s \ 6632 S 191ST PLACE, SUITE E102 �� m KENT, WA 98032 / / \ .,. _. � ` PHONE 1-425-251-0665 FAX 1-425-251-0625 Al CURVE RADIUS LENGTH TANGENT DELTA C1 25.00' 23. 18' 12.50' S3'07'34" , , ,.. , '`•.., b-- , r- , _ C2 271.00' 57. 76' 28.99' 12'12 45 / - \ C3 271.00' 23.80' 11.91 ' i 05'01 '57 ' I \ - i 90'DO'21 C4 25.00' ,�9.27' 25.00' • - 05 229.00' 38, 79' 79. 44' 09.42'17" Il LINE DIRECTION DISTANCE \ i C6 25.00' 43.39' 29.51 ' 992 7'04" PL A T DATA w ., C7 173.24' 41.22' 20.71' 13.38'02" �I1 L 1 SOO.22'34 "W 36. 74' \ �` C8 1 73.24' 18.31 ' 9. 16 06'031 7" L2 NOO'56'35 "E 23, 92' C9 125. 00' 37. 41 ' 75.79 14 23'58" CURVE RADIUS LENGTH TANGENT DEL TA TOTAL AREA _ _ _ __ _ _ _ _ _ _ _ _ _ _ _ 15. 55 ACRES L3 S0022'34 ✓✓ 27.82' C70 125.00' 36.57 78.42' 16'45'45 C31 55.00' 31.98, 76.46' 33'18'48" - _R-8 ZONE AREA - = 11.21 ACRES L4 N38.51 'O8"W 26.60' \ C17 686.34' 37.2478.62' 1 03.06'31 " C32 55.00' 39.57' 20.68' 41 'l3'16" L5 N3225'27"W 34.37' C12 55.00' 6.45' 3.23' 1 06-43'11" C33 55.00' 35. 00' 18.72' 3627'39" ~' - NO. OF LOTS -- = 47 LOTS L6 N57'05'39"E I1. 74' \ C13 55.00' 35.00' 18. 12' 36 27'39" C34 55.00' 35. 00' 78.72' 36 27'39" / R/W AREA --- = 1.56 AC L7 S20'58'35"E 26,00' C14 55.00' 35.002 ' 18.12' 367'39 C35 55.00' 21.80' 11.04' 22'42'20 > 409 SLOPES = 2.22 AC L9 N2729'52"W 23.38' C75 1880.08' 52.53 26.27' 0136'013 C36 55.00' 36.12' 78.74' 37'37'46" HAZARD AREA = 0 AC L IO N27 29'52"W 31. 61 ' \ C16 55. 00' 35. 00' 18. 12' 1 36 27'39 ,• C37 55. 00' 58.22' 32. 17' 60738'43" / - - - - - C17 55.00 35.00 18. 12' 36 27'39" C38 25.00' 19. 18' 10.09' 43'S714 TOTAL - = 3. 78 AC L71 N07 51'S3"E 75.00' V I L72 589'04'79"E 33.71' C18 55.00' 26.27' 13.39' 2722'00" C39 25.00' 02.64' 19.72' 74'48'35" / DENSITY 47/7.34 = 6.4 UNITS/ACRE L13 S70'4J'3O"E 29.04' \ C19 55.00' 34.03' 17.58' 3526'49" C40 72.00 68.55' 37.13' S433'16" L14 N3536'45"E 21.92' C20 55.00' 37.39' 76.74' 32'42'04" C41 72.00' 1 19.62' 9.87' 1536'48" ,R-5 ZONE AREA ------------ = 4.43 ACRES L 7 5 S89'03'46"E 20.59' NOISIA10IN"Pr4 ±�}' ' C27 25.00' 44.26' 30.57' 10126'37" C42 83.00' 89.18' 49.44' 6133'54 NO. OF LOTS -- = 15 LOTS L16 S00'56'14"W 20.00' \ C22 25.00' 39.27' 25.00' 89'59'39' C43 722.00 25.79' 12.64' 11'49'53" L17 SO1-1238 W 5.00 3 \ C23 80.00' 85.96' 47.66' 61'33'54" C44 122.00' 47.67' 27.04' 1620'50 R/W AREA - - - = 0.72 AC C24 125.00' 19.57' 9.80' 08'58'10" C45 122.00' 48.40' 1 24.52' 19'34'19' I > 40% SLOPES = 0.28 AC 3 C25 125.00' 20, 48' 70.26' 09.23'12" C46 122.00' 32.81' 16.50' 15 24'26 HAZARD AREA = 0.43 AC RO.LAlEiH 30 C26 125.00' 35.97 18.11 16'29'10 C47 i 250.00 83.85' 42.32' 19'13'00" TOTAL ----- = 1.43 AC \ C27 125.00' 58.30 29.69' 26'43'21 " C48 101.00' 108.53' 60. 77' 61 '33'54" C28 30.00' 47. 12' 30.00 90'00'001C C49 104. 00' 60.56' 37. 17' 33'21 '56" DENSITY 15/3. 0 = 5.0 UNITS/ACRE C29 25.00' 47.00' 34.23' 10742'37" C49 104.00' 711.75' 61.95 61'33'S4" C30 2, 00' S6.65' S3.42' 129'S0'25" C50 51.00 80.11 51.00' 9at0'00" TRACT "A" = 1.73 ACRES TRACT "B" = 1.05 ACRES WITHIN R8 ZONE = O. 71 ACRES W1 THIN R5 ZONE TRACT "C" = 0.37 ACRES BRACT "D" = 0.77 ACRES TRACT "E" = 0.09 ACRES JVOJ DESCRIPTION/DATE 181 REVISION DATED MT# 1-29-99 �Zg H. TO F WAS l S PE' / L LAB 6/22/99 (no o� N z� 2 N ` Z� r J�ij Q � ZZ Q tp J O o F•. i r,� 2 N p n = �- 47 JOB NO. 741-001-981 DESIGNED MT RAWN DT COMP. D T CHECKED MT DATE NO MEMBER 1998 DWG. NO. 74101 PP s: 3 OF 8 SHEETS 1 4 OE THE N W114 OE SEC 5 TWN 2 �3 R 5 El W. M. POR TION OE THE N W 1 BL Od K 12 I I ► ___ ___ _ __ _1 _ �4� I 44 i 4i 4� I41 I4C I I I I 29 � 8 I�7 { 2F 50 48 47 46 .Z7 36 35 34 33 2 31 3Ci I k'S LAK� WASH)NGTO D Ivi OF EDkN NC. 1 I L.D. H LL_MA � ( !A am r— \ \ \ o 12" A s oAD .I \ "MAD D 8" \ (� 12 12 "M 2 1J" cl \ 8 `COT \ \ ,/��f0' SAS EASEgf 12C E, REC. NO. 67L4 �40,M r Z / \ ' -'oop \ \ m cn w w cc v TREES TO CUT TREES TO REMAIN 204 308 40 PERCENT 60 PERCENT • GRAPHIC SCALE 30 80 120 ( IN FEET ) 1 inch = 60 & Lmmmlla a TL 45 30' ACCESS EASEMENT REC NO. 4359638 c 210 TL 73 30' ACCESS EASEMENT REC NO. 4023743 DEVELOPMENT PLAN; ING CITY OF RENTOF' DEC 02; 1998 RECEIVED jV0J DESCRIPTION/DATE 1B1'1 �gw 9470 ISTF 6/22/99 � O I uj ZZN V ct • yJ � o QZ U� JJ (40 o N o> N to'T to Z 9 W JOB NO. 741-001-981 ESIGNED MT RA KIN RDR COMP. D T CHECKED MT DATE NOVEMBER 1998 WG. NO. 7417REES 8 8 OF SHEETS IVOI DESCRIPTION/DATE 1 B 4 SHEET 1 OF 8 CO VER SHEET SHEET 2 OF 8 LEGAL DESCRIP TION SHEET 3 OF 8 PRELIMINARY PLAT SHEET 4 OF 8 ROADWAY PROFILES SHEET 5 OF 8 ROAD WAY PROFILES SHEET 6 OF 8 GRADING AND UTILITIES PLAN SHEET 7 OF 8 SLOPE ANALYSIS PLAN SHEET 8 OF 8 TREES PLAN TION OF THE N W 1/ THE N W 114 OF SEC. 5, TWN* 23 No., R. 5 E., JO' RIGHT OF WAY 4" COMPACTED DEPTH CLASS "B" =ago 'YCA tASPHALT - 2 LIFTS REQUIRED ;�mlllmli; I 6" COMPACTED DEPTH - CRUSHED SURFACING TOP COURSE 12" GRA VEL BASE AS NEEDED Ism M ft- m, Lim I VIA 0IN I ME LAKE WASHINGTON BLVD. 6aml NO 14 61, ROAD WAY SEC 77ONS WA�SHIi � LAKE WASHI SHORE LINE GENERAL NOTES: 1. IN WIDENING AREAS, THE EXISTING PAVEMENT EDGE SHALL BE "SAW -CUT" TO LEAVE A JOIN POINT. ANY TRAFFIC STRIPING REMOVED OR DAMAGED DURING WIDENING WORK SHALL BE REPLACED IN KIND OR AS DIRECTED BY THE PUBLIC WORKS. 2. COMPACTION TESTS ON SUBGRADE AND ROCKGRADE SHELL BE REQUIRED. THE NUMBER OF TESTS SHALL BE AT THE DISCRETION OF THE CITY INSPECTOR. ALL TESTS AS REQUIRED SHALL BE AT THE EXPENSE OF THE CON TRAC TOR OR DEVELOPER THROUGH ANY LICENSED TESTING LAB OF HIS CHOICE. THE MINIMUM COMPACTION FOR THE TOP 24" OF THE SUBGRADE, SHALL BE 959 OF MAXIMUM RELATIVE DENSITY. BELOW THAT LEVEL THE MINIMUM COMPACTION SHALL BE 90Z OF MAXIMUM RELATIVE DENSITY. ROCK SURFACES SHALL HAVE A MINIMUM COMPACTION OF 957. OF MAXIMUM RELA T/VE DENSITY. J. ADJUSTMENT OF CATCH BASIN LIDS OR GRATES, MANHOLE LIDS, MONUMENT CASES, VALVE BOXES, ETC., SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR OR DEVLOPER AS REQUIRED AND SHALL BE ADJUSTED AFTER THE FINAL LIFT OF ASPHALT HAS BEEN INSTALLED. 2%==> 25' RIGHT OF WAY 4" COMPACTED DEPTH CLASS "B" ASPHALT - 2 LIFTS REQUIRED 6" COMPACTED DEPTH - CRUSHED SURFACING TOP COURSE ,12" GRAVEL BASE AS NEEDED N. 26 TH STREET ROADWAY SECTIONS 42' RIGHT OF WAY 4" COMPACTED DEPTH CLASS "B" ASPHAL T - 2 LIFTS REQUIRED 6" COMPACTED DEPTH - CRUSHED SURFACING TOP COURSE -12" GRAVEL BASE AS NEEDED PLA T ROAD WA Y SECTION ,ENT p��c v OF i Ees 014 �oW Z O Z JOB NO. 741- 001-981 ESIGNED MT 1 RA WN D T COMP. DT CHECKED MT DATE DEC. 1998 DWG. NO. 74101 WC 1OF SHEETS Q FP 5S-i`f/ _ _ F OR Tl ON OF THE N W114 OF THE N W 4 OF SEC 5, TWN 23 N. , R 5 E, W. M. _1-_ _- --- _ I i ( i j I i i ► I I I I BLOB 1 ; CI-56 ,-4 1 33 ��- 31 I3C 12 128 I2 7 I26 ' 0 49 4,.- 4, 46 44 43 4z'-" 41 41,-� 37 I I I 1 I ( ( D. ll/LL,M�I�1'S % �.✓ WASH)NGTON Iv.ARDEM OF tC N !�' �- I9 ( I I I 15® 80 0 N 28TH PL LINE C4 r -- -` - COURT . _ -� _�I - - - - j- --- -- -� - - - - -1 - j -- i -- -� - -� _ CA ^- -8 SUPERIOR . 4 3 _ �~" I + � CAUSE ?-9-84469-1 � y N 10' SS EASEMENT I I I I REC NO. 7B0�130772 I _ v11 I 1 -� y n i- r-: i n r. a -� i ,r i- a .r -r I -r i- I n 1 -r r'i -f r. -i /'rl 4 •r-; 7 '•l it •7 J 9p 60 OK 7 C14 5� \ \cl 00 10' tS EASEM r / REC. NO. 6106775 LINE DIRECTION DISTANCE L 1 N36'37'53"W 30. 18' L2 N36'37'53"W 30.18' L3 S00 22'34 "W 36a 74' L4 N00'56'35"E 23.92' L5 S00'22'34 "W 27.82' L6 N38'51 '08 "W 26.60' L 7 N32 25'21 "W 34.37' L8 N57'05'39"E 11.74' L 9 N32 25'21 "W 29.55' L 9 N42'58'48 "E 15.64' L 10 S5 734'39 "W 34.00' L 10 S89 03'46 "E 14.08' L 11 N27 29'52 "W 23.38' L 12 N27 29'52"W 31.6 1' L 13 S89'03'46 "E 20.00' L 14 S89'03'46 "E 10. 1 1 ' L 15 S70'43'30 "E 29.04' L 16 S89'03'46 "E 16.39' L 17 N32 *1926 "E 8. 76' L 18 S89'03'46 "E 33.59' L 19 S89'03'46 "E 15.54' L20 S89'03'46 "E 13.54' L21 I SOO 56'l4 "W 20. 00' CURVE RADIUS LENGTH DEL TA C1 173.24' 41.84' 13 5O'11 " C2 100.22' 14.17' 08'05'57" C3 25.00' 57.29' 131 *17'38" C4 33.00' 30.20' 52 25'53" C5 75.00' 43.83' 33 29'11 " C6 173.24' 46.28' 15*18'24" C7 25.00' 31.01 ' 71 '03'39" C8 173.24' 41.22' 1338'02" C9 173.24' 18.31 ' 06 03' 17" C 1 O 125.00' 31.4 1' 14 23'58" C11 125.00' 36.57' 16'45'45" C12 686.34' 37.24' 03'06'31 " C13 55.00' 6.45' 06*43'11 " C14 55.00' 35.00' 36 27'39" C15 1880.08' 52.53' 01 36'03" C16 55.00' 35.00' 36 27'39" C17 55.00' 35.00' 36 27'39" C 18 55.00' 35.00' 362 7'39 " C19 55.00' 20.20' 21 '02'53" C20 55.00' 35.00' 36 27'39" C21 55.00' 36.48' 38'00'20" C22 25.00' 44.26' 10126'37" C23 25.00' 39.27' 89 59'39" C24 80, 00' 56. 01 ' 40'06'57" C25 725. 00' 7 9. 5 7' 08 58' 10 " C26 125.00' 20.48' 09 23'12" C27 125.00' 41.47' 19'00'34" C28 125.00' 52. 79' 24'11 '58" C29 30.00' 47.12' 90'00'00" C30 25.00' 47.00' 107'42'37" C31 25.00' 39.27' 90'00'00" C32 25. 00' 24. 33' 55 *46' 16 " C33 55.00' 76. 16' 79 20'23" C34 55.00' 1 35.00' 36 27'39" CURVE RADIUS LENGTH DEL TA C35 55.00' 35.00' 36 2 7'39 " C36 55. 00' 36. 19' 37*41 '57" C37 55.00' 48.42' 50 26'16" C38 55.00' 42.2 1' 43 58'13" C39 25.00' 24.33' 55*46'16" C40 25.00' 32.75' 75'03'52" C47 72. 00' 74. 71 ' 59 27'04" C42 72.00' 19.62' 15 36'48" C43 83.00' 89.18' 6133'54" C44 122.00' 37.42' 14*45'15" C45 122.00' 34. 13' 16'01 '37" C46 122.00' 48.40' 22'43'54 " C47 122.00' 76.46' 07'43'54" C48 33.00' 30.20' 52 25'53" C49 104. 00' 60.56' 33 21 '56" C49 75.00' 68.63' 52 25'53" C50 130.22' 4.26' 01 52'31 " C57 130. 22' 90. 21 ' 39'41 '33" C52 54.00' 49.42' 52 2553" _ C53 54.00' 49.42' 52 25'53" C54 101.00' 108.53' 6133'54" C55 143.24' 122.08' 48'49'55" C55 104.00' 111.75' 6133'54" C56 51.00' 80.11 90-00,00" 4� N t tig0 / 0) N -L_ GRAPHIC SCALE 30 80 120 ( IN FEET ) 1 inch = 60 M I !L 46 n 4�:/ r 1/ TL 4 5 30' ACCESS EASEMENT -- REC NO. 4359638 210 TL 7,3) 30' ACCESS EASEMENT ' REC NO. 4023743 DEVELOPMENT PLAN; CITY OF DING I RFruT/1►� I NS 0 DESCRIPTION/DATE B �ZgH.T U O� WA 470 o � IRES 6/22/99 80 WO � N L4 w b N N J y 2 4 �o �o 0 z V „J J pz,J co �o W Q O � 0 � �J - Z O V W JOB NO. 741-001-981 ES/GNED MT RAWN DT COMP. DT CHECKED MT DA TE DEC. 1998 WG. NO. 741U7L V OF 8 SHEETS t pp-qv�-/q/ REVISIONS 0 DESCRIP710N/DA7E B �zR H• ro F WAS ISfER NAL IRFS 8/22/99 � N � O 2 N W Qo O J � I rnC14 N 2 O b ato M J p0 �. CO QW Q � m O � rJ J v 1 w JOB NO. 741— 001-981 ESIGNED MT RAWN DT COMP. DT CHECKED MT DATE DEC. 1998 N.G. NO. 741SLOPE 7 OF 8 SHEETS fIr-` -1 OF THE N T 7�, D- Tl N 114 OF 'S1'---C %f5l T/1N E T T I BL OC� 12 50 49 48 47 46 4 44 43 I 42 41 I 40 I 39 I 38 37 I 36 35 34 33 32 31 30 2 _9 28 27 26 1 C.D. 'HILLMAk'S LAKk WA SH)N G TON IGAR F D kN NO. 17 L T T T T -7 43 i I 7 2,31,,284 !sq,.,-,ft. 1 74 75 76 1 I I 1 7 18 19 20 1 27 22 Pi J. lc:� 7 -1 1 1 — — 1 23 24 25 A ]Nam— MrAM iI ..: �� I ' � ,I//�i///f1�, ,,,�,�i ��,�i,�Il�,��i,�,,,�„� .,.�:..� :-' ....rr...,:� �.� �,,'I� , �, -0A C)') 0-) S2 O:D 67i C-) C\j c m C- q xx,-x \, T 11 7� 2.7 2\22 ocre-s' EL D Ql'�l A C S MGM I �i r MEN WIF""AWAWA S169 *0.3106 "T L LJ ON A I i Tz— 5 —q -,L 56 T 60 TL 40 TL 5 8 TL 57 $0 sq. 26.80� 0. �8 ccresl *27'23T 759.08 TL 73 xx S,66*4527"' 5 4 7-1 5 4f i L TL 4 6 AV, TL 4 5 V LEGEND _ __ _� \ \ \ �C � LESS THAN 25% AREA = 10-69 ACRES 2 5 % TO 39% A REA = 2. 70 ACRES R F- 4 TER THAN z 17 A )71) A = 2.5 ACRES � ,�, � � 1 � t � �p�g lyl zz 4z co 14C V) Z3 ' - --- _ _ _ __ _ POR_/7ON OE THE NW 114 OE THE NW 114 OE SEC 5 TVVN 2�3 N. R 5 E W.M. i --� I- __ _ __ __ T^` —r i --� - -�- - -- _- 1 --� - I � ( ( I I EL OJK 12 �I 50 ►I49 1I48 I147 ,14I 4_5 � 44 I 43 I 42 I 41 1 40 I39 I 38 I 37 36 1 35 34 1 33 1 32 +31 130 29 I I I 128 2� 26 I C. D. IHILLMAk S LAK, WASH�NGTON I GARDEN OF EDkN NO. 1 IL W I I I I I I I :, 115b N 28TH PL IT T i 11 11 I I I7 7 � 110� I o i II _ I I i -11 12 13 14 � I 1 1 15 16 � 17 18 I 19 II 20 ,21 22 23 24 25 I 1 I i I o 1D.60' " 10 00' y { 10�00' q B1, 00 11 I I ( No I LCC-_)-__HlLi 1./1AN'S LAKE WASHINGTON GA6EN OF EDEN NO. 1 N00 56 14 ( f d. 00 I ( I I I �00 5f 14 E 9' '46'"E N�9 3'4 "W NOO 56o a h 00'S6'1 "E 10 .DO'14"E ) �5� h �29. �o N •5614 E�'j�— — — /`''� /� JJ/�\J, 1 N 28TH ST ...III ��` �/ :.il a -- - _ _ 4 - -- - -- - -- -- -- J -- - -p- - 00� `2 � SOS a a0' Sol 51 J m i ��-72"A EF}..M/7S-2 w �4" got 62-,61 59 `S8`` 57 5� .se' — — .. 2» \� 56 - 55 __ ..54 3 5 50 --. _ �3. 02"660 9 48 4 7 a a ,ro" a d a 15-M //- // (JlVj' f/' \J �/�j I (%- ��` T M L4"M o a a 15"M - ° l— L L/' \�" N / 1 RL_ _J j I L .� A �' l 20 M / , "p, .3 , , 0 I I w \ 0" cot t a S m0 , e5"0 , •^ r 1 j3 7F� 90 \ 2 e F 18 M 4» f EX:-� C "D �' » a ..�.f._ \ --�_� 6 TL 6 0 TL 4 0 I ! TL 58 30"cot 2"/ - -� 0„ M 6.10-15''M--..-,_ a \� w TL 57 I !� \ �\ h "f a s fff�8 O 4 10-1 "M `\ --2'10" I �, . _I co ` �� 1 "M „A 205 3 `�, � � 5 `w • o �� 2 �.0 4 xr m _JO» „A a a I 200 A \ 47 \ \ 6 COt / _ J ' � \ 4"m A \ „ -� - i0000 \ \ »M + \\ 1 o a 4 %d a 4 cd t� C "� fg' / MQ STREES L-EMITS � SS47i25'E 2_ M a m y /1 ' / - Ij . \ \ �1 " » -.. , 18„ of t.8",_..-�-'" -�" .- / � a �Q 2J0 2 10 U 12 M "co a - aP .`� I t f ze M -15"M !2"M 1e� _ I �� \ „ 5 1 8 - o 14 6 " a 5 2 M 2 2 �, �- 3s M a , /� % " I J ' (" - !°F679'43"E' —1 B�Q, D$• 32 7Z V S�� TL 7-5 f 12 c a " 1 i a + +/ 2 20" `� \ \ a n8F .i'2m 6� `� \ /a _-_ I 1 / ..�- � 30 " 045I\4\,5. "D 4 6\M C 40"M "F 12 1 43 42 r » v • �, l5 C \ \1 15"D 5E ! F a {7M a �f S % 12"A to.MAD ,� �\i Cu' -�J0 DNG 4 "A �� ._._.-_._. --•'�-------.._.1' 4;' Q '/ \\ ,�Nr� ,-_A a , 4` l a, � � � / • 190BMA a 20" , 5 »D MAD \ „MAD 12 \ \ - �% _ a ��' / , �� I x 70"C a 1 // TL 54( ` M \ ` 12 M,4�.'30�M a " , cJ 2 _"COT12 -30 „M e \ I x 15 "F \ \ 15" 8'Dl� 18 �,1 \ l .� 6_12"M \�5 y a / 5M COT J2 F „: 30"M O;M I / 4"A " aN � 2 7 ;\ \ \ \ .` t -�• — �I. ''A"nA1Y.�" , � — _ 9.''1 }i rh'! ;f.,'t'_-- ` ' I � , S _ 1$=1O" ." i /2 ,20 A ` / �2: "M \ » \ . � �� D j T,- \ cS• �' ell � -` 12 10" a M 8. 12-6»M x / r'�AIR�•/1 Z�.� I,ii \18"M TREES TO CUT TREES TO REMAIN 204 ,308 40 PERCENT 60 PERCENT rn rn m m Ln CU l0 M m c rt� LL 10 DESCRIPTION/DATE 13 plot revisions Jan. 29, 1999 M HIGH POINT ELEV - 180 HIGH POINT STA - 13+59.07 PVI STA - 13+50 PVI STA - 14+75 PVI ELEV - 184 PVI ELEV - 172 A.D. _ - 22. 75 A. D. 9.00 K a 6.59 K 11.11 150.00' VC 100.00' Vc N + .^ I PVI STA 10+50 PVI ELE -146 , U m t + r. A.D. 9.10 m K 1.98 iA �' j 200. C 0' VC W I + - i tn to t ~ i � 4i i PVI STA I- 4+00 j m PVI ELE _- 122 m A.D. _ - 11. 10 I i I I i I Ln v 41 W W — - - N - Gj U > m m W POINT ELEV 83 I POINT STA - 1+11.67 `�.. PVI STA - 1 30 PVI ELEV = 3 A.D. = 15.3 I O 1 r0 t � 4i �u > m m i i i* "d sO r,� nN Q4) r a 01 7 n^ r. �vai �, Q n yr Oi k� Nam y h O m, nO r, ko m,`t �? o, r\ ;. r: � o r 7 r' y O �F r: nr 7 `t h rC r4 r11) { ^ QO z r. d r ^ ^ r. 40 ,-;. -O �: N � N �V "+ �� M. '� v y. r\ �0 '� i rr—nn 13+nn 14+00 15+00 16+00 17+00 *4 1 I I 0 Ex�i��T - g H. 0 via Rj�GG� 9470 �f JCNAL�ti EXPIRES 8/22/99 0 N o 3 N W 2 N V � k ral d J L j U) 4 �O C o, N Z O 1O 10 OjOW 3 NO. 741-001-981 IJOB ESIGNED MT RAWN DT OMP. D T CHECKED MT DATE NOVEMBER 1998 DWG. N0. 74101 PRO OF 0 SHEETS NW 4 OE THE NW 1 14 OE SEC 5 TWN 23 N. R__5_E,__W-M- _T_ ______PORTl N OE THE_ - --I - I---- - T- ---- _T -1 I I I I I ! I I I I I I I I BL OC_�, 12 I I I ( �I ! I 1 1 1 I ! ! ! 39 =8 37 36 35 54 1 33 3 i 30 29 28 I2 7 I26 4 48 47 46 4 43 447 40 ' I , D. 1HILLMAk'S LAKk VVASHJNGTON GARDEJ OF EDFIN NO. I1 C. D I GRAPHIC SCALE �,1 80 0 30 80 120 J- 1 • N 28 TH PL -- - LINE ASTH ESTABLISHED y.3Y SUPERIOR COURT -' - - - - -- - --- -- -- --- - -j- - - - -- --- - --- �- - - - -- - - --- -- - CAUSE NO. 92-9--84469-1 --- --- -- - - -- --- - - 43 ( h 6600 ) � IET � I T I I 1 � 1 1 l T I I T- I- �( 1 inch ft. ! !�► 4 5` Jr i J 8 Q i 1 v l 1 i i 2 ! 73 ' 14 1 75 1 16 1 17 I .1 I 19 1 20 21 22 , 23 + 24 25 I i i CONC. WALL { I I .., -, i I , I I ! ! iG.�rUy � � i I 1 C.D. HILLMAN S i_:4KE WASHINGTON GA DEN OF EDEN NO. 1 BlIL_ OQ�K 1 1 I NOO 56'14 "E » NOO'S6'14 "E 1 I 10.00' 1 I I i 1 15' PRErSCRIP Tl V 1. DO I » N00'S6'14 "E 1 1 EA SEMEN T I ( `- = _ - --- -- -- --- o----oo s 14 E q 19 3 4 W ! ' I aQ,�p4E 100. o0 129 3.60L1lB `C13_4&"_kfl�_ -13 ®1 V _ 28 TI, - J� S / o.-0o'� _sQoo - -\�� _= SaoQ - �.�' - 5o.rw'- 5aoo- �oeo -s000- ` -5aoa - o�� - - - - - - - -------- ---- S01:5f'S 4 1 -�__ -�Aj--1------ -- 24.68' ! 3 ry \ s --I r - - T i I- i 1 I i- ( -7 ! 9'b3'46`E ! : �F g w ` s2 61 s0 598\.>>1\ 57 ° 56 55 54 3 I ° 52 51 50 49 ! 48 47 46 I ( E� 0/\l RE�� • \ 10,144 s. f. 4,50o S..V; ,boo S. oo S. I ! ` ! TL 59 Q 4,5 t, 500 S. f. 500 s. f• 4, 500 4, 500 s. 4, 500 s. 500 s. f. 4, 500 S. I I I' `' ; L 56 I 4,5oa S. . 4 506 S.f TL r U 40 TL 58 0 `O - `� _-- --� L - J -J � _J 1 _1 f__ J - 1 L- -J L- _ -J �-J _J L _ _J 891 S. ff 7 063 s. f e EX. CON DAM A - ! l L 5 7 ! ! p�p 240 = 26.23' 5000I � �r. I ! ! ! ¢ V)C 50.00' 500050.00acres 110 �/ Si P` -,/ ! ),"--x--------- --- -- .,_ " \ Ac b m f�vs®e,v�usf �--_ �. sB 28.2 r: �»� 44 1 TR �� 28.8o ! ! ! \ C6 C c2z »� \ \ \ -- --=7� c2 \ C43 i S54 272 f "E �* ,' 7� 43 S54'10'2, ".E I g'� g1� / TL 7.3 \ \ 7 ` 7.615 s. f 14 0 55 ,` �"6 1 17 18 ' 19 2D 21 / ! ' E_ rs�.,?e a. 72 1 5 , S. f 61 s. f. \ 4\576\ s. . 650 s. f. 4 650 s. 4, 650 s. P 17. 429 s. f / �� - - �s,3 $86 `4527" / \ \ iJ J 11 -J _� ' 45 -1 9 ' �6 s2.4.5 8 \ \ �. 4, 83, S. f. 4 4 43 F 42 -- - - - -- _ - - \ 1 I"2 S89'04'19"'E \tc - ! '\. ` 5, 033 S. f.' 4, 942 s. f. 7, 205 s. f• 41 65.137 -""'�� ... I 50.00' S0.00' � \ 118.27 N85 39 2 "W 58 39' \ 50.00' J J I \ E (4 \ {S89'03'46 E 42 ll - - - ---� 7 223 S. t. x _ _ J 7 • 591 S. f �3 I E 665 CASEMENT C2 \ \ ` • \`d \ 11 RE NO. 3�ACCESS EASEMENT 1 /n \ I 4O \ REC. OS. 6700776 do 7505120513 ` 2 C2 c4 �- -�� 41 gc'? 5'Ick - \ \ v 6, 956 s. f. :.k \ °� 6, 47 s. f. I \ 1 3�8 238 s. f. L� �/ ` �; \ l > » _8, 285 s. f. 2 - {S� 40 \ J 7, 237 s f. \ - - - \ ,3 C21 6, 448 s. f. TRACT / x I 130' ACCESS EASEMENT 5 595 s. f. c30 Na0 __- -------- / - x C3'11REC NO. 4023743 ffl - - - -- r o n3 4F" / \ C2 - + C36 I I / _ ").. -- -- - -- --- C 9Y p �\ ` 1 l./ \� .,_...._.�, 60.Ot 60.01 ( -J I / \ ;i �, "Tc'> � � ^` _,,., -, ,'� � rqN % v • 6, 05� s. t. j � r� � 3 _ C3 11, 2 7 s. / \ / � pE SNJ�U�j �'4r \ \/� 23 / 7 24 t ^J r- - -�- - r -y� 39J` ^3j \ \ Cto '\V a 1B ViE / ' s� i \ / 6,605 s.f. J ° 26 c �/ \ 4 �• \ �g.3 11,I453 s. f. 4, 950 s. f.� 29 / 1� - -� 7 -f 14,507 s. f. 4 507 s. i. ,11 \ 6,220 s. f. \ 5, 9 -- -- ? \ R=4 �`L �67'5 / 2 7, 370 s. f. z4 37 / ♦ I- �' ` W ' I s. f• 8, 393 s. f. / X - ss. 7r;' 67. 11 ' 60.01' 60.01 " 39 o x N89'0346"W 370. 72. ' X"___;�� X X =-0 0 0 a � � / �• 4, 888 s.; c1 �, l �/ I^ - - \ 8 o�. �� % / // / \ \ S \ J fix I C 32 .36 �O 5,517 s.f.� /j ,� �� j \ \ ° 30 I 7209 s. 6 , ; , , \ \ 12, 158 s. f. `* v> i . , l 211 f.v I ! 9, 393 I sq. ft 1 17, 258 s. f, \ \ \6,837r a 7, 261 s. f. / \ /� J� �. / 589 03'46 - o ; I Cr I �l y 30' ACCESS EASEMENT I -- / - - -- - REC NO. 4359638 �WETLAND2 \ z �� 20,643 sq. ft. - % % % /� � ; Q. _ 7U Da- _ - - - -_ s89.03'46 "E 1 k 00 DEVELOPER O WNEf,' S 0. 4 acres �_ t_ L� Q A � � 31 2 � / / ' / / 0 `(/ / \ 7203 s. f. 10' SS EASEMENT , �6 \ /,' \ \ \ I i - -� � 20'VLABRADOR VENTURES, LLC REC. NO. 6700775 / \ _ x / \ \ J o % I 1 P. O. BOX 3344 L Z3 KIRKLAND, WA 98083 4 s. f "l PHONE 1- 425- 803 0400 \ \ \ \ / I \ / i \ I V. 500 s. f ? I FAX 1-425-803-6877 LAND SURVEYOR MOUNIR H. TOUMA PLS TOUMA ENGINEERS 6632 S 191ST PLACE, SUITE E102 \ V ' KEN T, V✓A 98032 PHONE 1---425-251-0665 FAX 1-425-251-0625 C \ rn rn o') Ln Co 6 to CV CD CUR /E RAQ1QS LENGTH TANGENT DELTA C7 25. 00' 23. 18' 72.50' 53'0 734" C2 _ 271.00' 57.76' 28.99' 12'12 45 _05'0157" 03 2-77.00' 23.80' _ 11.97, C4 25. 0_0' 39.27' 25. DO' 90'00'21 " C5� 229. 00' - 38. 79' 19. 44' 09 *42": 7" C6 25. 00' 43.39' 29.57' 99'27'04" C7 173. 24' - -- 41. 22' 20. 71 ' 73'38'02" C8 173.24' 18.31' 9.16' 06*03'17" C9 -125. 00' 31. 41 ' 15, 79' 14'2358" C10 125.00' 36.57' 18.42' 16'45'45" C11_ 686.34' 37.24' 18.62' 03'06'37 " C12 55. 00' 6. 45' 3.23' 06 *43'17 " C13 55 00' 35.00' 18. 12' 36 2 7'39" _ C14 55. 00' 35.00' 18. 12' 36 27'39" C15 1880.0_8' 52.53' 26.27' 01 '36'03" C76 55. 00' 35.00' 78.12' 36*27'39" C17 55. 00' 35.00' 18.72' 3627'39" _ C18 55.00' 26.27' 13.39' 2722'00" 55. 00' 34. 03, 17.58' 35 26'49" _C19 C20 55. 00' 31.39, 16.14' 32'42'04" C21 25. 00' 44.26' 30.57' 107'26'37" C22 25. 00' 25. 00' _ 8_9'59'39" _ _ C23 80.00' _39.27' 56.01 ' 29.21' 40'06'57" C24 125.00' 19.57' 9.80' 08'58'10" C25 125.00' 20.48' 10.26' 09 23'12" C26 725.00' 35.97' 18.71' 1629'10" C27 125. 00' 58. 30' 29.69' 26'43'27 " 30.00' 47. 12' 30 00' 90'00'00" _C28_ - C29 25. 00' 47.00' 34.23' 10742'37" C30 25. 00' 56.65' 53.42' 129'50'25" i -tit, - CURVE RADIUS LENGTH TANGENT DELTA P_A T DATA C31 55.00, 31.98' 16.46' 33*18'48" _ C32 55. 00' 39.57' 20.68' - _ 41 *73'76" C33 55. 00' 35.00' 18. 12' _ 36 27'39 " C34 55. 00' 35.00' 18. 12' 36 27'39 " _ C35 55. 00' 21,80' 11.04' 22'42'20" C36 55. 00' 36.12' 78.74'_ 3_7*37'46" C37 f 55. 00' 58.22' 32.17' 60,38'43" C38 25.00' 19.18' 10.09' _ 4357'14" C39 25. 00' 32.64' 19.12' 7448'35" C40 72.00' 68.5.5' 5433'76" C41 72.00' 19.62' `37.13' 9.87' _ 15'36'48" C42 83.00' 89. 18' 49.44' 67 *33'54" C43 122.00' 31.42' 15.80' 74'45'75'" C44 122.00' 34.81' 17.52' 1620'50" ( C45 122.00' 48.40' 24.52' 22'4354" I C46 122.00' 76.46' 8.24' 07'43'54" C47 250.00' 83.85' 42.32' 19'73'00" C48 101.00' 108.53' 60.17' 61733'54" C49 104. 00' 60. 56' 31. 17' - _33 *21 '56 " C49 104.00, 171.75' 61.95' 61'33'54" C50 51.00' 80.11 S1.00 90*00,00" 1 I I I 7_07.11. AREA - - - - - - - - - - - = 15.55 ACRES R-t; ZONE AREA ------------- = 11.21 ACRES NO. OF LOTS -- = 47 LOTS RIW AREA - - - = 1. 56 AC > 40% SL OPES = 2.22 A C HAZARD AREAA = 0 AC TOTAL - - - - - - = 3.78 AC DENSITY 47/7.34 = 6.4 UNI TS/ACRE R-5 ZONE AREA - - - - - -- - - - - - - = 4.4.3 ACRES NO. OF LOTS -- = 15 LOTS R/W AREA - - - = O. 72 AC > 407. SLOPES = 0.28 AC HAZARD AREAA = 0.43 AC 7-0TAL - - - - - = 1.43 AC DENSITY 1510.0 = 5.0 UNITS/ACRE JVOJ DESCRIP770N/DA7E JBI �gH.T\ of WAs5 �c A 6/22/99 �V Co o r N Q oL4: -_ j U a OO 2 to V) IELOPMENT P CITY OF REN JAN 2 6 1999 RECEIVED �tJ JOB NO. 741-001-981 DESIGNED MT RAWN DT COMP. D T CHECKED MT DATE NOVEM,BER 1998 I DWG. NO. 74101 PP 3 OF 19 SHEETS Kt V/SICJNS 0 DESCRIPTION/DATE B W714 OF THE N W 4 OF SEC. 5 T N. 23 N. R. 5 E. 'lV M. PORTION Oy THEN, 1 1 4 �tR x. ro N Jl s t STREET470 'J \ 0 L LAB .` - _ -- LL cl� IRES 6/2299 • �� 30' RIGHT OF N Lo ;p CN o ¢ N 29 -� (� ti i `i rrs �n�n�n�nr Z Z 4" COMPACTiD DLI-'7H ;LASS "B" ASPHALT - 2 LIFTS R'--' UIRED nT� 6" COMPACTED DE TLC - CRUSHED PV Moir or SURFACING TOP c-E qc� Q W C { \12" GRAVEL BASE A,3 rdEEDED J \ A] 2R�h TREE T , LAKE WASHINGTOI , BLVD. ROADWAY SECTIG�I'VS ° 7 CC; OF RE14,1T I ON LAKE WASH/F EVFD J SHORE LINE v �-•-- 25 RIGHT OF !111A Y99 1 COMPACTED Df-! CLASS "B" 2 — ASPHAL T - 2 L1r'7:5 REQUIRED y \ -vim•, \ \6" COMPACTED DEP1:'-1�- CRUSHED �o # SURFACING TOP COLo'?SE C� �2\ Z '---72" -,RA VEL BASE A: NEEDED STREFZ LAKE \— — N. 26 TH I i Z ! ROADWAY SEA LILJ WASHINGTON j {rN Q j LAKE WASHINGTON SHORE LINE k m — - 42' RIGHT OF WAY - - -- — ---� 16' SHEET LEGEND GENERAL NOTES.• 2%� 1. IN WIDENING AREAS, THE EXISTING PAVEMENT EDGE SHALL BE SAW -CUT TO LEAVE A JOIN POINT. ANY TRAFFIC STRIPING REMOVED OR DAMAGED DURING WIDENING WORK SHEET 1 OF 8 COVER SHEET SHALL BE REPLACED IN KIND OR AS DIRECTED BY THE PUBLIC WORKS. 4" COMPACT.=D DEP TI Cl 15S "B" SHEET 2 OF 8 LEGAL DESCRIPTION 2, COMPACTION TESTS ON SUBGRADE AND ROCKGRADE SHELL BE REQUIRED. THE NUMBER OF ASPHAL T - 2 LIF7 S � 'r G'UIRF D SHEET 3 OF 8 PRELIM/NARY PLAT TESTS SHALL BE AT THE DISCRETION OF THE CITY INSPECTOR. ALL TESTS AS REQUIRED SHALL BE AT THE EXPENSE OF THE CONTRACTOR OR DEVELOPER THROUGH ANY \6" COMPACTED DEPTI ^,4'I�SHED LICENSED TESTING LAB OF HIS CHOICE. THE MINIMUM COMPACTION FOR THE TOP 24" SURFACING -1-OP COUP:>E JOB NO. 741-001-981 SHEET 4 OF 8 ROAD WAY PROFILES SHALL BE 95Z OF MAXIMUM RELA TI VE DENSITY. BEL 0 W THAT LEVEL OF THE SUBGRADE, SHEET 5 OF 8 ROADWAY PROFILES THE MINIMUM COMPACTION SHALL BE 907 OF MAXIMUM RELA TI VE DENSITY. ROCK \ 12" GRAVEL BASE .". NEFDEC DESIGNED MT SURFACES SHALL HAVE A MINIMUM COMPACTION OF 95Z OF MAXIMUM RELA TI VE RAwN DT SHEET 6 OF 8 GRADING AND UTILITIES PLAN DENSITY COMP. D T y PLAT RCAyr lq'�" : �-'C~T'ON SHEET 7 OF 8 SLOPE ANALYSIS PLAN J. ADJUSTMENT OF CATCH BASIN LIDS OR GRATES, MANHOLE LIDS, MONUMENT CASES, CHECKED MT VALVE BOXES, ETC., SHALL BE 7HE RESPONSIBILITY OF THE CONTRACTOR OR SHEET 8 OF 8 TREES PLAN DEVLOPER AS REQUIRED AND SHALL BE ADJUSTED AFTER THE FINAL LIFT OF ASPHALT DATE DEC. 1998 HAS BEEN INSTALLED. — DWG N0. 74101 VJC cm 11ee � ky y OF SHEETS 's IT i Q • TF LEGAL DESCRIPTION PARCEL 1: THE NORTH 123.12 FEET AS MEASURED AT RIGHT ANGLES TO THE NORTH LINE OF TRACT 30 AND ALL OF TRACT 31, ELDON ACRES, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 11 OF PLATS, PAGE 86, IN KING COUNTY, WASHING TON. PARCEL 2: THE VIES 100.00 FEET AS MEASURED AT RIGHT ANGLES TO THE WEST LINE OF TRACT 30, ELDON ACRES, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 11 OF PLATS, PAGE 86, IN KING COUNTY, WASHINGTON; EXCEPT THE NORTH 123.12 FEET AS MEASURED AT RIGHT ANGLES TO THE NORTH LINE OF SAID TRACT 30, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 11 OF PLATS, PAGE 86, IN KING COUNTY, WASHINGTON. PARCEL 3: THA T POR TION OF GO VERNMEN T L 0 T 1, LYING WITHIN THE NORTH 20 FEET OF TH,E WEST 1042.7 FEET OF SECTION 5, TOWNSHIP 23 NORTH, RANGE 5 EAST W.M., IN KING COUNTY, WASHINGTON. EXCEPT THOSE PORTIONS WHOSE INTERESTS WERE QUIETED UNDER KING COUNTY SUPERIOR COURT CAUSE NO. 92-2-24469-1. PARCEL 4: THA T POR TION OF GO VERNMEN T L 0 T 1, SEC TION 5, TO WNSHIP 23 NOR TH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS BEGINNING AT A POINT WHERE THE EASTERLY LINE OF HILLMAN BOULEVARD AS SHOWN ON THE PLAT OF HILLMAN's LAKE WASHINGTON GARDEN OF EDEN ADDITION TO SEATTLE NO. 1, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 11 OF PLATS, PAGE 63, IN KING COUNTY, WASHINGTON, EXTENDED, INTERSECTS THE NORTH LINE OF SAID SECTION; THENCE SOUTH 89 DEGREES WEST ALONG TH, E NORTH LINE OF SAID SECTION, 168.8 FEET TO THE TRUE POINT OF BEGINNING; THENCE SOUTH 391.4 FEET TO THE NORTH LINE OF ELDON ACRES, ACCORDING TO THE PLA T THEREOF RECORDED /N VOLUME 11 OF PLA TS, PAGE 86, IN KING COUNTY, WASHINGTON; THENCE SOUTH 89 DEGREES WEST 112.5 FEET; THENCE NORTH 391.4 FEET - THENCE EAST 112.5 FEET TO THE POINT OF BEGINNING; EXCEPT THE NORTH 30 FEET THEREOF LYING WITHIN THE COUNTY ROAD; EXCEPT ANY PORTION THEREOF LYING WITHIN THAT CERTAIN TRACT OF LAND AS DEEDED TO PAUL A. LAPP BY WARRANTY DEED RECORDED UNDER RECORDING NUMBER 2882752. PARCEL 5: BEGINNING 1040.5 FEET EAST AND 306 FEET SOUTH OF THE NORTH✓✓EST CORNER OF GO VERNMEN T L 0 T 1, SECTION 5, TOWNSHIP 23 NORTH, RANGE' 5 EAST W.M., IN KING COUNTY, WASHINGTON; THENCE SOUTH 85. 4 FEET, MORE OR LESS, TO THE NORTH LINE OF THE F A T OF ELDON ACRES, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUrvfE 11 OF PLATS, PAGE 86, IN KING COUNTY, WASHINGTON; THENCE ALONG SAID PLAT LINE SOUTH 89 DEGREES VIEST 425 FEET MOh'E OR LESS, TO THE ANGLE CORNER OF SAID PLA T THENCE ALONG SAID PLAT LINE SOUTH 45 DEGREES WEST, 356 FEET MCi�'E OR LESS, TO THE EASTERLY LINE OF LAKE WASHINGTON BOULEVARD; THENCE NORTHWESTERLY ALONG SAID BOULEVARD LINE, 75 FEET, MORE OR LESS, TO A POINT ON ALINE WHICH IS PARALLEL WITH AND 75 FEET NOR THWESTERL Y FROM SAID PLA T LINE; THENCE NORTH 45 DEGREES EAST, 410 FEET MORE OR LESS, TO A POINT WHICH IS SOUTH 89 DEGREES WEST FROM THE TRUE POINT OF BEGINNING; THENCE NORTH 89 DEGREES EAST, 456 FEET, MORE OR LESS, TO THE POINT OF BEGINNING; EXCEPT THAT PORTION LYING EASTERLY OF THE FOLLOWING DESCRIBED LINE. - BEGINNING AT A POINT 30 FEET SOUTH AND NORTH 89 DEGREES EAST e12.5 FEET FROM THE NORTHWEST CORNER OF SECTION 5, TOWNSHIP 23 NORTH, RANGE 5 EAST VIM., IN KING COUNTY, WASHINGTON; THENCE SOUTH TO INTERSECT WITH THE NORTH LINE OF THE PLAT OF EL D ON ACRES, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 11 OF PLATS, PAGE 86, IN KING COUNTY, WASHINGTON AND THE TERMINUS OF SAID LINE. ALSO KNOWN AS LOT 3, CITY OF RENTON L 0 T LINE ADJUSTMENT NUMBE��' 009 - 85, RECORDED UNDER RECORDING NUMBER 8602139002. PARCEL 6: THA T POP TION OF GO VERNMEN T L 0 T 1, SEC TION 5, TO WNSHIP 23 NOR TI4, RANGE 5 EAST W.M., IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLL 0 WS.- BEGINNING AT A POINT WHERE THE EASTERLY LINE OF HILLMAN's BOULE'/ARD (104TH AVENUE SOUTHEAST), AS SHOWN ON THE PLAT OF HILLMAN's LAKE WASHINGTON GARDEN OF EDEN ADDITION TO SEATTLE NO. 1, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 11 OF PLATS, PAGE 63, IN KING COUNTY, WASHINGTON, EXTENDED COULD INTERSECT THE NORTH LINE OF SAID SEC TION 5; THENCE RUNNING ALONG SAID NORTH LINE, NORTH 89'03'45" WEST, 168.8 FEE T• THENCE SOUTH 98.0 FEET TO THE CENTERLINE OF AN EXISTING STREAM AND THE TRUE POINT OF BEGINNING; THENCE CONTINUING SOUTH 293.67 FEET TO THE NORTH LINE OF ELDON ACRES TRAC TS, THENCE SOUTH 89'02'15" EAST ALONG SAID NORTH LINE, 168.8 FEET; THENCE NORTH 2O5.9 FEET TO THE CENTERLINE OF SAID STREAM, THENCE NORTHWESTERLY FOLLOWING CENTERLINE 194 FEET MORE OR LESS, TO THE TRUE POINT OF BEGINNING; EXCEPT ANY PORTION THEREOF LYING EASTERLY OF THE FOL L 0 WING DESCRIBED LINE. - BEGINNING AT A POINT ON THE NORTH LINE OF SECTION 5, TOWNSHIP 23 NORTH, RANGE 5 EAST W.M., IN KING COUNTY, WASHINGTON, WHERE THE EASTERLY LINE OF HILLMAN BOULEVARD, AS SHOWN ON THE PLAT OF HILLMAN's LAKE WASHINGTON GARDEN OF EDEN ADDITION TO SEATTLE N0. 1, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 11 OF PLATS, PAGE 63, IN KING COUNTY, WASHINGTON, WOULD INTERSECT THE NORTH LINE OF SAID SECTION 5 (THE BEARING OF SAID NORTH LINE BEING NORTH 89'03'45" WEST KING COUNTY AERIAL SURVEY MERIDIAN) THENCE SOUTH 01 '0255" WEST A DISTANCE OF 184.8 FEET, MORE OR LESS TO THE CENTERLINE OF CREEK, SAID POINT BEING THE NORTH END OF THE LINE BETWEEN MARENAKOS AND STRIDE; THENCE CONTINUING SOUTH 01'02'55" WEST A DISTANCE OF 206.95 FEET, MORE OR LESS, TO THE NORTH LINE OF ELDON ACRES AND THE SOUTH END OF LINE BETWEEN MARENAKOS AND STRIDE. PARCEL 7.' THA T POR TION OF GO VERNMEN T L 0 T 1, SEC TION 5, TO WNSHIP 23 NOR TH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON, DESCRIBED AS FOL L 0 WS. BEGINNING AT A POINT 3O FEET SOUTH AND 30 FEET EAST OF THE NORTHWEST CORNER OF SAID SECTION 5,- THENCE NORTH 89 DEGREES EAST 554.5 FEET TO THE TRUE POINT OF BEGINNING OF THE TRACT HEREIN DESCRIBED; THENCE SOUTH 89 DEGREES WEST, 254 FEET - THENCE SOUTH 20 DEGREES EAST 240.5 FEET; THENCE SOUTH 40 DEGREES EAST 160 FEET - THENCE NOR TH 45 DEGREES EAST, 108 FEET, MORE OR LESS, TO A POINT SOU TH OF THE TRUE POINT OF BEGINNING; THENCE NORTH 89 DEGREES EAST, 228 FEET; THENCE NORTH 276 FEE T,• THENCE SOUTH 89 DEGREES WEST, 228 FEET TO THE TRUE POINT OF BEGINNING; EXCEPT THE FOL L 0 WING DESCRIBED TRACT - BEGINNING AT A POINT 30 FEET SOUTH AND 30 FEET EAST OF THE NORTHWEST CORNER OF SAID SECTION 5,- THENCE NORTH 89 DEGREES EAST 554.5 FEET TO THE TRUE POINT OF BEGINNING OF THE TRACT HEREIN DESCRIBED; THENCE SOU TH 89 DEGREES WEST, 254.5 FEET; THENCE SOUTH 20 DEGREES EAST, 240.5 FEET; THENCE SOUTH 40 DEGREES EAST, 160 FEET; THENCE NOR TH 45 DEGREES EAST, 108 FEET MORE OR LESS, TO A POIN T SOUTH OF THE TRUE POINT OF BEGINNING; THENCE NORTH TO THE TRUE POINT OF BEGINNING. ALSO KNOWN AS LOT 2, CITY OF RENTON LOT LINE ADJUSTMENT NUMBER 009- 85, RECORDED UNDER RECORDING NUMBER 8602139002. PARCEL 8: BEGINNING AT A POINT 30 FEET SOUTH AND NORTH 89 DEGREES EAST 812.5 FEET FROM THE NORTHWEST CORNER OF SECTION 5, TOWNSHIP 23 NORTH, RANGE 5 EAST W. M., KING COUNTY, WASHINGTON; THENCE SOUTH 276 FEE T,• THENCE NORTH 89 DEGREES EAST 228 FEET - THENCE NOR TH 276 FEE T,- THENCE SOUTH 89 DEGREES WEST 228 FEET TO BEGINNING; TOGETHER WITH THE FOLLOWING DESCRIBED PARCEL: BEGINNING 1040.5 FEET EAST AND 306 FEET SOUTH OF THE NORTHWEST CORNER OF GO VERNMEN T L 0 T 1, SECTION 5, TOWNSHIP 23 NORTH, RANGE 5 EAST W.M., IN KING COUNTY, WASHINGTON, THENCE SOUTH 85.4 FEET, MORE OR LESS, TO THE NORTH LINE OF THE PLAT OF ELDON ACRES, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 11 OF PLATS, PAGE 86, IN KING COUNTY, WASHINGTON; THENCE ALONG SAID PLAT LINE, SOUTH 89 DEGREES WEST 425 FEET, MORE OR LESS, TO THE ANGLE CORNER OF SAID PI A T- THENCE ALONG SAID PLAT LINE SOUTH 45 DEGREES WEST, 356 FEET, MORE OR LESS, TO THE EASTERLY LINE OF LAKE WASHINGTON BOULEVARD; THENCE NORTHWESTERLY ALONG SAID BOULEVARD LINE, 75 FEET MORE OR LESS, TO A POINT ON A LINE WHICH IS PARALLEL WITH AND 75 FEET NORTHWESTERLY FROM SAID PLAT LINE, - THENCE NORTH 45 DEGREES EAST 410 FEET, MORE OR LESS, TO A POINT WHICH IS SOUTH 89 DEGREES WEST FROM THE POINT OF BEGINNING; THENCE NORTH 89 DEGREES EAST 456 FEET MORE OR LESS, TO THE POINT OF BEGINNING; EXCEPTING THEREFROM THAT PORTION LYING WESTERLY OF THE FOLL 0 WING DESCRIBED LINE.• BEGINNING AT A POINT 30 FEET SOUTH AND NORTH 89 DEGREES EAST 812.5 FEET FROM THE NORTHWEST CORNER OF SECTION 5, TOWNSHIP 23 NORTH, RANGE 5 EAST W.M., IN KING COUNTY, WASHINGTON; THENCE SOUTH TO INTERSECT WITH THE NORTH LINE OF THE PLAT OF ELDON ACRES, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 11 OF PLATS, PAGE 86, IN KING COUNTY, WASHINGTON AND THE TERMINUS OF SAID LINE. ALSO KNOWN AS LOT 1, CITY OF RENTON LOT LINE ADJUSTMENT NUMBER 009.85, RECORDED UNDER RECORDING NUMBER 8602139002. PARCEL 9: THA T POR TION OF GO VERNMEN T L 0 T 1, SEC TION 5, TO WNSHIP 23 NOR TH, RANGE 5 EAST W.M., IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLL 0 WS: BEGINNING AT THE INTERSECTION OF THE EASTERLY LINE OF HILLMAN BOULEVARD AS SHOWN ON THE PLAT OF HILLMAN'S LAKE WASHINGTON GARDEN OF EDEN ADDITION TO SEATTLE NO. 1, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 11 OF PLATS, PAGE 63, IN KING COUNTY, WASHINGTON, WITH THE NORTH LINE OF SAID SECTION 5; THENCE WEST ALONG THE NORTH LINE OF SAID SECTION, 168.8 FEET TO THE TRUE POINT OF BEGINNING OF THE TRACT HEREIN DESCRIBED; THENCE EAST ALONG SAID NORTH LINE, 60 FEET; THENCE SOUTH TO THE CENTERLINE OF CREEK, THENCE WESTERLY ALONG SAID CENTERLINE TO A POINT SOUTH OF THE TRUE POINT OF BEGINNING; THENCE NOR TH TO THE TRUE POIN T OF BEGINNING; EXCEPTING THE NORTH 30 FEET THEREOF FOR ROAD. PARCEL 10: THAT PORTION OF THE NORTHWEST QUARTER OF THE NORTHWEST QUARTER OF SECTION 5, TOWNSHIP 23 NORTH, RANGE 5 EAST W.M., IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT A POINT 30 FEET SOUTH AND 30 FEET EAST OF THE NORTHWEST CORNER OF SAID SECTION 5; THENCE NORTH 89 DEGREES EAST, 554.5 FEET TO THE TRUE POINT OF BEGINNING DESCRIBED; THENCE SOUTH 89 DEGREES WEST, 254.5 FEET - THENCE SOUTH 20 DEGREES EAST 240.5 FEE T• THENCE SOUTH 40 DEGREES EAST 160 FEET - THENCE NORTH 45 DEGREES EAST 108 FEET, MORE OR LESS, TO A POINT SOU TH OF THE TRUE POIN T OF BEGINNING. THENCE NOR TH TO THE TRUE POINT OF BEGINNING. PARCEL 11: THE SOUTH 10 FEET OF THE NORTH 30 FEET OF THE EAST 554.5 FEET OF THE WEST 584.5 FEET OF GOVERNMENT LOT 1, SECTION 5, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON. PARCEL. 12: THA T POR TION OF GO VERNMEN T L 0 T 1, SEC TION 5, TO WNSHIP 23 NOR TH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLL 0 W�,: BEGINNING AT THE INTERSECTION OF THE EASTERLY MARGIN OF HILLMAN'S BOULEVARD 104TH AVENUE SOUTHEAST), AS SHOWN ON THE PLAT OF HILLMAN'S LAKE WASHINGTON GARDEN OF EDEN ADDITION TO THE CITY OF SEATTLE N0, 1, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 11 OF PLATS, PAGE 63, IN KING COUNTY, WASHINGTON, PROLONGATED SOUTHERLY WITH THE NORTH LINE OF SAID SECTION 5; THENCE WEST ALONG SAID NORTH LINE, 25 FEET TO THE TRUE POINT OF BEGINNING OF THIS DESCRIPTION; THENCE WEST 83.80 FEET; THENCE_ SOUTH AT RIGHT ANGLES TO THE NORTH LINE OF SAID SECTION 5 TO THE CENTERLINE OF A STREAM, SAID CENTERLINE BEING THE NORTH LINE OF A TRACT OF LAND CONVEYED TO JAMES L. MARENAKOS AND GEO.RGl MARENAKOS, HIS WIFE, BY DEED RECORDED UNDER RECORDING NUti/BER 5109221; THENCE EASTERLY ALONG SAID CENTERLINE TO A POINT SOUTH OF THE TRUE POINT OF BEGINNING, AS MEASURED AT RIGHT ANGLES TO THE NORTH LINE OF SAID SECTION 5,- THENCE NORTH TO THE TRUE POINT OF BEGINNING; EXCEPT THE NORTH 20 FEET THEREOF. PA,4C!-:L_ J; THE t A FT 108.8 FEET OF THE FOLL 0 WING DESCRIBED PARCEL: THE NORTH 30 FEET OF THAT PORTION OF THE NORTHWEST QUARTER OF SECTION 5, TOWNSHIP 23 NORTH, RANGE 5 EAST W.M., IN KING COUNTY, WASHINCTON, LYING WESTERLY OF THE SOUTHERLY EXTENSION OF THE EASTERLY MARGIN OF HILLMAN'S BOULEVARD (104 TH AVENUE SOUTHEAST) AND LYING EASTERLY OF THE EASTERLY MARGIN OF NEAL TURNER ROAD; EXCEPT THE SOUTH 10 FEET OF THE EAST 108.8 FEET THEREOF; ALSO EXCEPT THAT PORTION THEREOF LYING WITHIN THE NORTH 20 FEE T OF THE V✓EST 1042.7 FEET OF SAID SECTION; TOGETHER WI TH AN EASEMENT FOR INGRESS, EGRESS AND UTILITIES OVER THE FOLLOV✓ING DESCRIBED PARCEL: THE NOR TH 30 FEET OF THA T POR TION OF THE NOR THWEST QUA TER OF SECTICA! 5, TOWNSHIP 23 NORTH, RANGE 5 EAST W.M., IN KING COUNTY, WASHINGTON, LYING WESTERLY OF THE SOUTHERLY EXTENSION OF THE EASTERLY MARGIN OF HILLMAN'S BOULEVARD (104 TH A VENUE SOUTHEAST) AND LYING EASTERLY OF THE EASTERLY MARGIN OF NEAL TURNER ROAD; EXCEPT THE EAST 110.8 FEET THEREOF; ALSO EXCEPT THAT PORTION LYING WITHIN THE NORTH 20 FEET OF THE WES T 1042.7 `-EET OF SAID SECTION; ALSO c, CEP T THAT PORTION LYING WITHIN THE SOUTH 10 FEET OF THE WEST 554.5 FEET OF SAID SECTION. PARCEL._ 14: THE 7H 30 FEET OF THAT PORTION OF THE NORTHWEST QUARTER OF SECTUiY' S, TOWNSHIP 23 NORTH, RANGE 5 EAST, VIM., IN KING COUNTY, LYING WESTERLY OF THE SOUTHERLY EXTENSION OF THE EAS%tr;LY" MARGIN OF HILLMAN'S BOULEVARD (104TH AVENUE SOUTHEAST) AND LYING;, EASTERLY OF THE EASTERLY MARGIN OF NEAL TURNER ROAD; EXCEPT THE EAST 110.8 FEET THEREOF; ALSO EXCEPT THAT PORTION LYING WITHIN THE NORTH 20 FEET OF THE WEST 1042 7 FEET OF SAID SECTION; ALSO t XCEP T THAT PORTION LYING WITHIN THE SOUTH 10 FEET OF THE WEST 554.5 FEET OF SAID SECTION. PARCEL 15: BEGINI�;;VG AT A POINT ON THE EASTERLY LINE OF THE NEAL TURNER COUNTY ROAD AT A POINT WHICH IS 30 FEET SOUTH AND 30 FEET EAST OF THE NORTHWEST CORNER OF GOVERNMENT L 0 T 1, SECTION 5, TOWNSHIP 23 NORTH, RANGE 5 EAST W.M., IN KING COUNTY, WASHINGTON; THENCE NORTH 89 DEGREES EAST 300 FEET - THENCE SOUTH 20 DEGREES EAST 240.5 FEET, - THENCE SOUTH 40 DEGREES EAST 160 FEET, MORE OR LESS, TO A POINT ON A LINE !^!HICH IS PARALLEL WITH AND 75 FEET NORTHWESTERLY FROM THE NORTHWESTERLY LINE OF THE PLAT OF ELDON ACRES, ACCORDING TO THE PLAT T' REOF RECORDED IN VOLUME 11 OF PLATS, PAGE 86, RECORDS OF PARCEL 16., THAT PORTION OF THE NORTHWEST QUARTER OF SECTION 5, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS. BEGINNING AT A POINT ON THE NORTH LINE OF SAID SECTION 5 WHERE THE EASTERLY LINE OF HILLMAN BOULEVARD AS SHOWN UPON THE PLAT OF HILLMAN's LAKE WASHINGTON GARDEN OF EDEN ADDITION TO SEATTLE NO. 1, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 11 OF PLATS, PAGE 63, IN KING COUNTY, WASHINGTON, EXTENDED, WOULD INTERSECT TI-IZ NORTH LINE OF SAID SECTION 5; THENCE SOUTH 391.40 FEET, MORE OR LESS; TO THE SOUTH LINE OF THE LAND CONVEYED TO FRED W. RAREY AND HELEN RAREY, HIS' BY DEED DATED JUNE 1, 1917, RECORDED IN VOLUME 1129 OF DEEDS, PAGE 1.52, UNDER KING COUNTY RECORDING NO. 1469521, RECORDS OF SAID COUNTY,• THENCE EAST 195.50 FEET, MOREOR LESS, TO THE WESTERLY LINE OF THE RIGHT OF WAY OF THE COLUMBIA AND PUGET SOUND RAILROAD COMPANY; THENCE NORTHEASTERLY ALONG THE WESTERLY LINE OF SAID RIGHT OF WAY, OT THE NORTH LINE OF SAID SECTION 5; THENCE WEST ALONG THE NORTH LINE OF SAID SECTION TO THE POINT OF BEGINNING, EXCEPT THAT PORTION THEREOF LYING iVJRTH OF THE SOUTH LINE OF THE CREEK; AND EXCEPT ROADS, ALSO THE WEST 30 FEET OF THE EAST 150 FEET (AS MEASURED ALONG THE NORTH LINE OF SAID SECTION) OF THAT PORTION OF THE TRACT HEREINABOVE DESCRIBED LYING NORTH OF SOUTH LINE OF SAID ` ' iION OF THAT PORTION OF THE TRACT HERE/NABOVE DESCRIBED LYING `Y&R TH OF TqE SOUTH LINE OF THE CREEK, EXCEPT THAT PORTION OF THE QUARTER OF THE NORTHWEST QUARTER OF SAID SECTION 5 CONVEYED TO THE ESTATE OF MARY P. AUGE UNDER KING COUNTY RECORDING NO. 8508280811 IN SETTLEMENT OF KING COUNTY SUPERIOR COURT CAUSE NO. 85-2-00294-6, MORE PARTICULARLY DESCRIBED AS FOLLOWS. COMMENCING AT THE INTERSECTION OF THE NORTHWESTERLY MARGIN OF THE ABANDONED PACIFIC COAST RAILROAD COMPANY'S NEW CASTLE BRANCH WITH THE NORTH LINE OF SAID SECTDN THENCE NORTH 89 03'45" WEST ALONG S AID NORTH LINE 120.00 FEET TO THE TRUE POINT OF BEGINNING; THENCE CONTINUING NORTH 89'0345" WEST 17.91 FEET TO AN EXISTING FENCE; THENCE SOUTH 01'12'40" WEST ALONG SAID 103.21 FEET TO THE NORTHERLY MARGIN OF SAID ABANDONED RAILROAD, SAID POINT BEING ON A CURVE TO THE CENTER OF WHICH BEARS SOUTH 41 04'12" EAST; THENCE NORTHEASTERLY ALONG SAID MARGIN ON A CURVE TO THE RIGHT HAVING A RADIUS OF 934.904 FEET FOR A DISTANCE OF 25.26 FEET; THENCE NORTH 003345" EAST 86.57 FEET TO THE TRUE POINT OF BEGINNING. 70 6/22/99 (n( o� � o �, W� N ZZN Qcn J ZZ U Q� 5)-J c') o � N (nz o �Q:lz �o %-' a !A10 n— mi lr ci 1 w 0-31VAF1038 -uq:iH :la iU!o s 10 Z O W JOB NO. 741- 001- 981 ESIGNED MT IRA WN D T COMP. D T CHECKED MT DATE DEC. 1998 WG. NO. 74101LGL OF SHEETS FOR TION OE THE N W 114 OE THE N W 114 OE SEC 5, TWN 23 NO; R 5 E, W. M. - I � eLOcIK 12 50 49 48 47 46 45 44 43 42 41 40 I39 1 38 I 37 1 56 1 35 I 34 1 33 1 32I 31 I 30 I 29 1 28 I 27 26 II, I i I C. D. IHILLMAk S LAKk WA�H)NGTON I GARDEN OF E4N NO. 11 ( i J GRAPHIC SCALE �® ® 60 0 30 60 120 240 j N 28TH PL NORTH BOUNDARY LINE _" `- - - --- - -- AS ESTABLISHED BY SUPERIOR COURT � Y ____ - I -- I -- -- - _ �- - CAUSE NJ. 92-2-24469-1 y - - - - 4" ( IN FEET ) fi I T' I j I -_ i .�._ _1 _ I 1 inch - 60 ft 1 I I I II I 1 ( �1 1 T \ 10' SS EASEMENT REC NO. 780,9130772 I I I I 4 6 I 7 18 1 9 ,0 1 11 12 1 1.3 1+ 1 15 I 16 I 17 I 18 I 19 i /0 1 21 �l I 2� 24 25 I 1 � CONC. l�`VALL � � i 1000' I �-„ , • � � � I i � � I I � _, I I I ° 10•00 .. I 0.00' I ° 1 I NOO'56'14" I bl ��` 1 1 I I C.D. HILLMAN'S LAKE WASHI,NI� TUN GA6EN OF EDEN NO. 1 I 005f,► 14 E I 15 PRESCRIPTIVE - I fD.DO -- !Z j 89'03'46"E 00 56'14"E ` I N89W3 4 W ; I NOO.56 WE ! Q p' �, I EASEMENT L a 1 p - p - - ---- - -__ - -- --- - - - . DO - _ 93.80 N �6 14 - -- -- 900 • - - _ - - _ 14'89'03_'46_"W _ _ _ � _ N 28 T/� S C -- - -- 1 zo,-04 - sago' - - - -uu - _._ - � -- - - -n -jam /--- i - - - - � I - , -- 50.00' -- - - - 5Q 00- - -- -. _ I L)u � ; Sol �11�s,3�w -1 -I _� --I �- -- , I i W � � � � co 24.68 62 m 6) 6D 59 58� \ 57- i • 56 55 54 5. 52 5 50 49 48 89'03 46 E / ' p 47�„ �46 I L_ C) can/ A Q RES \ 1 \ \ 10, 744 s. f. � 4, 500 s. 4, 500 s. �+. 500 s. t�\ o O 500 s. '500 S. f 4 500 S. f. 500 s. f. 505 s. f.� I " 6,233 s. f. I I TL 59 \ 4, 508 s. \ 4, 507 f 4, 505 s. f. 505 s. f. 4, 505 s. f. 4, 552 s. A" I / !In 3 `% -1 �__- �J I_ __ J L __ _ J _ _J L_ _J _J _I _ _ 1, as9 s. f EX. I CON DAM ' �1_ 5 6 I TL 5 0 T1 _ 4 0 i TL 5 7 I TL 58 $ 6.23' 50.00' n nn' C I I O 43 --_. C44 ii ii I I 28.22 TRA T 8 " 1 I / � c �`� j 28.80` I � / C22 _ - - c23 � c43 S347i25 E +k / 21 �s 7943E s 47 0 I �3 ,,g 1 / TL 73 7 \ 7, 615 S. f I 14 15 \ \ \ 116 17 18 19 20 / oe 32. i 5 1 �� I I r 1 f S9. 1 f 4, 861 s. f. n n 11.429 s. f / - - / +/ 27 / s 650 650 s. f. '�s ++ -I [_ 45 I s8s 4.5 + / 44 2.45 r 8 -1 \ 4,831 s. f 43 42 \ \ \ v 118.21' N8539'23"W \ 50.00' I i a oo so. oo' so. oo' i 5, 033 s. f. 4, 942 s. f. 7, 205 s. f. 4 / EXISTING HOUSE 2 \ �% TO BE REMOVED \ \ \ \I SB5,39'2�3"E S89'03'46"E �J I i x _ yi L,591 S. f /`3 \ I E EASEMENT A / 42 - -1 I L/ J \ O \ C2 7, 22J S. f. _ \ A � � � i '� � � V � � R � � O. 2799523 � � � 139/---_ ,r 6 I 140 / @� / • \ , �^ ; \ v \ o I 22 C2 C49 41 ., r O -U I 6, 956 s. f. .x W \ 1 2 \ O \ \6, 9 5 s. f. �'. ' , I '", 238 S. f p ' TL 4 \ \p Ri » » 8, 28.5 s. f. / 5 a0 3V / . \ 3 C21 6,448 s. f. I \ T C2 \ 7, 237 s. f. TRA C T ,� - x \ \ ___ .�� . i / I / /\ I / 30' ACCESS EASEMENT 5, 595 s. f. �p�/ \-t/ __ _ -...-- ---� _ -`_� .- `3' x U / REC NO. 402374J \ C \ 9 � • n - - C2 \ l/ C3 \ Q� I19 \/� pON� \, 0 W �q�� / O. 1 60.01 I C36 / �Y 1�+-- - C2 f . 11, 237 s. f. i ' sff� j ,i 2,5 / 24 `� o-` zwr-- - `r-- 39 C.3 \�_ 35 4 � % \ /25 0 26 - 2 7 28 `� \ \ Cio �. \ '- �8, \ h 11 1453 S. f. 6, 605 s. f. o o // Y \ 6,220 s. f R-4s' '� 11 51.29 // �\ \ L _�L - -1 4, 950 s. f.rl; � 4, 501 s. f. T'4, 501 s. f E LL�� - J I TL 4 6 17 / / 2 2 7,310 s.f 3. J7 / , \ a, 393 s. f. / f \ \� S / / ....rd 67.11' 60.01' 60.01' 5 C1 N89 03 46 W 37�� ; x . B2 Pa 39=� i • , ,� ' 16 � � / 0 5`a / � \ \ � � � \ _ �. -7 obi oar x x-?1-15' ❑ ❑ ❑ 33 y. `' ❑ � / / M�- 4, 888 s. f. CT .o .� D�rL � � - � _--�55.-6o- C30 15' FOU A710N SETBACKS S M� x I C a l� \ 5,517 s. f.z��F REEOCOM NI ALD REPORT j \ 0 30 1 32 - / / \ �� <'v9 / / / ix J 1 \ \� 6 f \ r �29 I 34 �F 7 11 / \ 12, 158 s. f. vvi \ \ 217 s. f. 393 sq. ft. 1 / \ \ \ \ \ 16, 837 s. f %// / \ \ "Se9 7 ass E- �' ; I j I 7,258 s. f. 7,267 s. f. l l 30' ACCESS EASEMENT 21 REC NO. 4359638 ` \ � . S89.03'46 "E � . oo DEVELOPER OWNERS R- D 0), l% A�,� D o 3 � � z � � / 7203 s. f o \ �� \ \ `� 10" SS EASEMENT / _REC. NO. 6700775 \ \ - \ �,� - - LABRADOR VENTURES, LLC \ \ �, �/� •Q \ \ w 32 I P. 0. BOX 3344 \ / \ � 'e',. 7,204 S. f 33 ' ' KIRKLAND, WA 98083 I � 500 s. > / PHONE 1- 425- 803- 0400 \ \ �v / � ' I Dk FAX 1- 425-803-5877 LAND SURVEYOR MOUNIR H. TOUMA PLS TOUMA ENGINEERS \ V / 6632 S 191 ST PLACE, SUITE E102 KEN T, WA 98032 • �� PHONE 1-425-251-0665 \ \ \ \ \ \ \ FAX 1-425-251-0625 \ ,A \ O\ \ LINE DIRECTION DISTANCE L 1 S00 22'34 "W 36. 74' L2 NOO'56'35 "E 23.92' L3 SOO'22'34 "W 27.82' L4 N38'51'08"W 26.60' L5 N3225'27 "W 34.37' L6 N57'05'39"E 71.74' L 7 S20'58'35 "E 26. DO' L9 N2729'52"W 23.38' L70 N2729'52"W 31.61' L 11 N01 51 '53"E 15.00' L12 S89'04'19"E 33.71' L73 S70*43'30"E 29.04' L 14 N3536'45 "E 21.92' L75 S89'03'46"E 20.59' L 16 SOO'56'14 "W 20. 00' L 7 7 SO 1 -12 38 W 5. 00 CURVE RADIUS LENGTH TANGENT DELTA C1 25. 00' 23.18' 72.50' 53'O7'34" C2 277.00' 5 7. 76 28.99' 12*12'45" C3 1 271. 00' 23. 80' 11. 91 ' 05.01 '5 7" C4 25. 00' 39.27' 25. DO' 90 *00'27 " C5 229.00' 38.79' 19.44' 09'42'17" C6 25. 00' 43.39' 29.51 ' 99 27'04 C7 1 70.24 41.22' 20. 71 ' 13'38'02" C8 173.24' 18.31' 9.15' 06-03'17" C9 1 725,00' 37.41 75.79' 14'23'58" CIO 1125.00' 36.57' 78.42' 16'45'45" C17 686.34' 37.24' 18.62' 03'06'37" C12 1 55.00' 1 6.45' 3.23' 06'43'11 ' C13 55.00' 1 35.00' 18.12' 1 36-27'39" C74 55.00' 35.00' 18. 12' 1 36 27'39' C75 7880. 08' 52.53' 26.27' 01 C16 55.00' 35.00' 18. 12' 36 27'39" C17 55.00' 35.00' 18. 12' 36 27'39" C18 55.00' 26.27' 73.39' 2722'00" C7 9 55. 00' 34. 03' 7 7. 58' 35 26'4,9 C20 55.00' 31.39' 16.74' 32'42'04" C21 125. 00' 44.26' 30.57' 10126'37" C22 1 25.00 39.27 25. 00' 89'59'39 C23 80.00' 85.96' 47.66' 67'33'54" C24 125.00' 19.57 9.80' 08'5810' C25 125.00' 20,48' 70.26' 09*23'12" C26 125.00 35.97 18.71 16*2910 C27 125.00 58.30 29.69' 26'43'21 ' C28 30.00, 47.12' 30.00, 90100'00" C29 25. 00' 47.00 34.23' 107-42'37" C30 25.00 56.65 53.42' 1 129-50'25" CURVE RADIUS LENGTH LTANGENT DELTA C31 55.00 31.98' 1 16.46' 33*18'48" C32 55.00' 39.57' 1 20.68' 41'13'16" C33 55.00' 35.00' 78. 12' 36 27'39" C04 55.00' 35.00' 78. 12' 36 2739" C35 55.00' 27.80 77.04' 22'42'20" C36 55.00' 36. 12' 18. 74' 37 37'46" C37 55.00' 58.22' 32. 17' 60 38'43" C38 25. 00' 19.18' 10.09' 43*57'14' C39 25. 00' 32.64' 79.72' 74'48'35" C40 72.00' 68.55' 37. 13' 54 33'16' C41 1 72.00' 19.62' 9.87' 15'36'48" C42 83.00' 89. 18' 1 49.44' 6133 54" C43 122. 00' 25. 79' 1 12. 64' 11 '49'5,3 ' C44 122. 00' 41.57' 27.04' 16 20'50" C45 122. 00' 48.40' 24.52 19'34'79' C45 122. 00' 32.81 ' 16. 50' 15 24'26" C47 250.00 83.85 42.32 19113'00" C48 101.00' 108.53' 60. 17' 61 '33'54' C49 104.00' 60.56' 37. 17' 33 21 '56' C49 104.00' 117.75' 67.95' 6733'54' C50 51.00' 80. 11 ' 1 51. DO 90'0000' / /II PLAT DATA TOTAL ;AREA --------------- = 15 55 ACRES e I I I I R-8 ZONE AREA ------------ = 11.21 ACRES NO. OF LOTS -- = 47 LOTS R/'W AREA --- = 1.56 AC > 407 SLOPES = 2.22 AC HAZARD AREA = 0 AC TOTAL ------ = 3.78 AC DENSITY 4717.04 = 6.4 UNITS/ACRE R-5 ZONE AREA ------------ = 4.43 ACRES NO. OF LOTS -- = 15 LOTS R/W AREA --- = 0.72 AC > 4 0% SLOPES = 0.28 AC HA 7ARD AREA = 0.43 AC TOTAL ----- = 1.43 AC DENSITY 15/3.0 = 5.0 UNITS/ACRE TRACT "A" = 1.73 ACRES TRACT "B" = 1.05 ACRES WITHIN R8 ZONE 0.71 ACRES W/THIN R5 ZONE TRACT "C" = 0.37 ACRES TRACT "D" = 0.17 ACRES TRACT "E" = 0.09 ACRES �-/q JVOJ DESCRIPTION/DATE JBA REVISION DATED MT 1-29-99 h o � W4 3� N zZ N 1 Y W Q j � �Z o> N z � 2 O C �o ~i II Z Cafe° F E N'TON i FEB 1999 ti i JOB NO. 741-001-981 ES/GNED MT RA WN D T COMP. D T CHECKED MT DATE NO MEMBER 1998 DWG. NO. 74101 PP 3 OF 8 SHEETS L PW STA = 10+50ED PVI ELE = 146 U m N A.D. 9.10 K = 21.98 W --oo.co, VC j LU 4W O h rn + h —7 W 4! i i + V PW STA = 4+00 U j PW ELE 122 m m A.O. _ —11. 10 150.0 ' VC —� ---- i + laj W h I + M lij I j m W POINT ELEV = 83 POINT STA = 1+11.67 PW STA = 1 0 PW ELEV = 03 A.D. 15.3 i I O U + m Gi W W U m m 7 N O n.. r. tl• r, `} n N .-, of 0) O h N n b ip Op ti. ... h n r: 2+OD 3+00 4+00 5+00 6+00 7+nn r,rvv 14+ 00 15+ 00 16+ 00 1 7+ 00 C- r-ul)q1 PW STA 1+24.33 50 DATUM! ELEV 45 K — 1.74 0-Q0 1.0 �I � I ICI + w U m �fNJ m W W O STA 3+33.50 PO ELEV — 90 U A.O. — 6. ,�7 Q K = 14. O. 100.00' VC W Q J h v LL. N 0 m Co � I I o h + v1 I � i i I I i "JN C4 h N II O ^Ili O II �I m W n to 1+00 2+00 .3+00 4+00 CUL - DE- SA C STREET PROFILE 120 :/ DATUM ELEV 55.00 N ^ �11 �I I r U o�, Q W 4 J V N O Q O � = 07-5 L Q- L _ S SD �/So ' O cr- W Z � I +S i I i � i I N N N N N N I Lo O O O i � o�p 5+00 1 + 00 1+UJ 3+ 00 4+00 5+00 6+00 EURNETT AVENUE ,�)'TREET PROFILE 7+ 00 •ej 9+00 10+00 120 :I y 01 PORTION OF THE N W 1/4 OF THE N W 1/4 I I BLOB 72 OF SEC 5, TWN 23 N., I I ( 7 42 41 I 40 I 39 38 I 37 I 36 I 35 I 34 I 33 I 32 3 l 30 I 29 28 27 26 R 5 E, W. M. ENO DESCRIPTION/DATE JBI � � /ZE✓5�o,dS I4STE� V i LAB 6/22/99 s 199 JOB NO. 741-001-981 ES/GNED MT RAW DT COMP. D T CHECKED MT DATE NOVEMBER 1998 ID NWG. NO. 74101GP L 13 nF rS curr-Tc P-- ' ' ' '-- ' ' -- ' ' ' ' �-- ' `' ' ' �� ' `�' ^ ' ' ' ^--' ' `' ' '' `�~ ' ~�~ ^--' ~-~ ~�� �T11N ^�-- �-� / » ° � R 5 Et( | } | ( � } --- '�- --- --r- --- ---[ -- ---j--- --- T----- --- __- __- _-- --- -- ' __- __---- --- i--- -F --- -' -- -T- --- --7 ---� ---|--- --- --- --- | [ | | | ! -T-' ---- --� --- --- --- --- �-'-- --'� --- �--' ---� ---- --- ' ' | �� �7/��' � �7 ' ^~^-`~��` ^- ///� � 'v_r | �/z | A r� | A» ! �7 ) //�7 � x-1 | /'/) / 3{J | �/� | 77 | \ ( | ' 6ARDE� ||(�./}. `/�//-/-��/����� L��K�� kk�\ {�77)/� {�/� /�r)�'�/ ���} |/ ' --- | --- ~�� � --- --- F--- --- -r-� --- --r' --- ---, --- --- --- --- __- ___ / ) /A ��~ \ ), \ |� / � . � 0 � � � � \ \ ` `\ � \ � \ � \ ~ � 4__� / � � � =�~ . -- m CA7Y{-,�- �� ` ^� 1 1,999 owisloN ^ ^ -wco cn Q) L,-J 03 '� �� � mr ��s*czrS I - - -- __ _ _ P CAR T l 0 N 0 F THE N W 114 0 TH N /V 114_0 F SEC TVIN 23 N. R 5 E, M. 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R E N T O N, W A S H I N G T O N Seattle, WA 98j 55 Date: _N (206) 440/0330 FAX 362-4381 07-18-98 i I � ' p BLOCK 11 C.D. 1 I ` , 1 ILLMA 'S LAKE WA EHINGMN GARDEN F EDEIV NO Or, �o o u\ ► \n rn a \ \ \ N 28TH ST .' 95I I, /tn ap\ \ \ \ - II14 /g 2 'Q ,815 3 121I 28 16/L_ \ 17 90- �-n 10 1<90 000 _ i 0 xq) Cal ---- \ .cam - _ -- /� �� ' - r0 /� /// / It 185 r'% to 5 90 l L O T \32 \\ . \LOT 1 3 , `ELDON'`, AC S \ ` E�LDON, ACRES 80'- f0 \' I I I \ \\ \\ \ \ \ D` �( / I if I i i I m p 14 Of S J ! aELDON CRES to \ e ^ r ` A \ \ 1 �26 T C 0 SCALE 7 "= 50' _ , �D o N Q Lyl ; 1 / TUAM ENGINEERS W£. r VALLEY BUSINESS PARK 6632 SOU)r 19 5T PU1C& SUITE £-102 • KENT, WA 98032 PHONE (425) : 1-n665 FAX (425) 251-0625 ir I - I — I 0C\A0Ir%K1 BY I APPR. I DATE 'MENT P NING OF RENT N Y0719 CEIV CITY OF RENTON DEPARTMENT OF PUBLIC WORKS LABRADOR TEN TA TI 1/E PLAT FOR LABRADOR VEI\LTURES LL.0 DESIGNED: MT JOB lr0. DATE: APRIL 1998 665-001-921 DRAWN: SCALE DWG --NO .,_ 50 0 555AL T2 CHECKED: APPROVED: SHEET: 1 OF: 1 DIRECTOR OF PUBI IC WORKS 'F REVISIONS :NO�l DESCRIP TIONIDA TE B I PW STA 1 +24.33 1zo 80 DATUM ELEV 45 -11.50 K = i.74 h � + w + W' PO STA = 3+ 3.50 U PO ELEV - 90 A. 0. = 6. 7 Q K = 14. --- — - 100.00' VC - o o J J h v N Q) m � I Z m W 0 I � � - —� - ---- LQ W I i T I �occv h N ..w ..o Nd o omw Nv � oao to �o 1+00 2+00 3+00 5+00 4+00 A' 120 DATUM ELEV 55.00 Q; C n Lli W r V 41 Q CL Z � CID J _ V N k 2 O c V - _ -- --5 S D /8o ' -- + 05 Q O I 2 IL: I I 1 I I II ^ cp <t ^ ^ O O O N N N N N N o' rn rn co NnN i 1+00 2+00 3+ 00 v 4+00 5+00 6+00 7+ 00 9+00 10+00 120 Nat 13 JIF } 9470.E t S10NAL EXPIRES 6/22/99 ' Z (z) �CN o z �o RE CEaV5P fLVAiVI�oa, �ys'r�%li��\J�SV 03 JOB NO. 741-001-981 ESIGNED MT RAWN DT COMP. DT CHECKED M T I DATE NOVEMBER 1�998 DWG. NO. 741 SL OPE2 OF SHEETS 40" m 5\ 30 4 1( 15'MAD .50 ,001� T14-IE N N �V 114 OF TH N 14 0 F S 5.� T WN 2 . R E , ✓✓. 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