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A PORTION OF THE N.E. 1/4, N.W. 1/4, SECTION 18, T. 23 N., R. 5 E., W.M. CITY OE RENTON, KING COUNTY, WASHINGTON CATCH BASIN CATCH BASIN GRATE = 44.08 GRATE = 37.94 IE = 41.53-12" CMP, IN N IE = 36.44-6" CMP, OUT SW IE = 41.43-12" CMP, OUT S SANITARY SEWER MH IE = 41.41-12" ADS, OUT W CATCH BASIN -SOLID LID RIM = 36.46 IE = 32.51-MAIN CHANNEL GRATE = 38.70 IE = 34.20-12" CMP, INN ;€ 8" RCP IN SW CATCH BASINS IE = 34.10-12" CMP OUT SW 8" RCP OUT E GRATE = 40.07 r'� 3; �r`f s 5 a € L °' fii7 } `tt> b n uw,. -F fry �f , r E ', E `� E E n} #"`-1'' i STORM MH TYPE II tam h }�''' r�.3` T "" �- 3 3 t IE = 38.47-6" RCP, INNS RIM = 35.87 IE = 38.37 6" RCP, OUTS # " , WH1^E� '' IE = 25.27-48 RCP, IN W SCALE: 1 = 20 f >.. CHAIR RTfCAL CURB AND GUTTER CURB CUT fiia�z i IE = 25.27-48" RCP, OUT E RAMP �t IE = 29.27-12" RCP, IN NW ask, t - Srs 5 'fiAAc"7 7`i a} 4.'-3 n£ a'•-5,. >' 3i^: 5h .? w.,,�4 5, �a7x r f'r r �X :`� �aalx� a CURB CUT IE = 29.87�12 RCP, IN NW ,�...'.}',� ,_ _'r;5�,'-cS r�.> h[ _ 20 0 20 40 L `'S yc '€ €T ,`+.y, 4,{•S �{, x,�ca.;x'.G��..?.�asE c .;y s*y,~�•.i`."°. s-3,r'fei ?^� l _ -ry p ,',- T - CATCH BASIN -SOLID LID re'xb of n,�xy" "-•a r ;•',•f 'i { 3�'€�i{�•,}r .•i',' a�'xf -v a? „tea ,,^,,, x r ' anm'> x"ng w".S;,v >+':f L6R (^�' T P ° ° Jwx3 �aSF;'c. ir..?C... r GRATE = 36.08 IE = 32.68-12' CMP, IN NE Juv o .�-�°-_ -=E-.--�'- � d . „ BASIS OF BEARING: IE = 32.60 12 CM OUT SE RECORD OF SURVEY VOL 12 PG 100 p s ° C3 7' -'- { ' �pI SD HELD N 54'06'31" E BETWEEN FOUND PROPERTY CORNERS ��� - ---- - SD SD n CATCH BASIN TYPE II ___.ter.------ °�> a ALONG RENTON AVE. (AS SHOWN) - - 18" av1 AP I= - - - - - 6 UNUSED SIGN SD __,, ------ _ _�_ --- SD o IE = 31.06-12 RCP, IN N SD___'_----- 'SO r'- BROKEN EDGE=> UNUSED SIGN-J �, IE = 31.06-12" CP, OUT SE OF PAVING PEDESTAL �� T SD SD SD - - , o SD VERTICAL DATUM CATCH BASIN GRATE - 35.14 NAVD 88 �\ IE = 33.75N6" RCP, 0 T E RAINIER AVE. \ BENCHMARK s CITY OF RENTON BM # 2128 a S » 5 , , N 00.05 12 E 171.E R W MARGIN 3" BRASS DISK STAMPED "KING COUNTY SURVEY >rz� '�a � "--ter„ � � � >r � � �- �i ���><..�.c :m 4tt r ° MONUMENT EN-80 1973" IN SIDE WALK ON THE NORTH o E� � Y �t� h`E4<' ire`f xy G"� awovw/� SIDE OF AIRPORT WAY. 30' + WEST OF CHECKERED RUNWAY MARKER. > -c'.y'£.� �'-i yG'a-n �.v�.��� nt -rt .,<'a �^t ff � rs": ; ,> s"� <Yr'> y . ,'- t" s� c f' � v '�s'r'�' .✓ >is :�.: ;: � i �' � ✓*'1?. > FOUND NAIL FOUND NAIL AND WASHER c� ;,f ;n ELEV. = 30.86 FT. ✓ 3K5 zr s n'-r, AND WASHER ,. 11 <s>;, f y3v «,-,v 'F"r -.o, .,>z ': 4' ,� -:- 2 :. _ a` • i f �, Srt S.: at Yt.Fe-�{n t .. a' v'. E w'y'; .s' �.,-s, '�-i� �P�,t �."a ��� v' � �a" 1 *a .! a . SITE BENCHMARK �s v� CONCRETE SIDEWALK. .. 'i • s�"3 :£ st �'=fix,-Er=^�€s3EC,s' a, v \ FOUND PK NAIL AND WASHER ON S.E. CORNER OF SITE. _ <� )� �.M �(l�i 's?F'u•�Yus,>v`r 2f{�'� S;.f=`?'a 3 ; 1f �"h fi4 ��„5a�$F 1Z ($'<'s''�" 4ef 'i�, V64 -.L 4 : "`•. (��i� e }74b yx - d hf sy< ,si •�!,-4r#s9s'"t �.,e�i1''Y �t9•tl'+y,�'.an`,!Ca5 *.'� ; n'a"�`)`1y �xdEr 3 �[ '{. V, r � .�� �. \ ELEV. 36.50 FT. -� � ra 3N I1rY•v ,.G' L 0 k1 ''r � i �`h5' ^ � �'ES,�n_� v � �}(� { ��' � ` st yfws`sSM'rSi aYYs�, �'� :�vL,s , �'rFi r @; �:��``� %,,, t,t -!{'7 5Z 's�'y� dis,' �}� •• \`- MxEy\ NOTES BROKEN EDGE SD a 1) UTILITIES AND/OR IMPROVEMENTS WHICH MAY EXIST UNDERGROUND OR OF PAVING / ARE NOT VISIBLE, MAY NOT BE SHOWN ON THIS MAP. �.,. � �' EJ � ,,E�� � �W� j E,r -' :�"#`�e' j �� '*, u.c� �c E �,y,�t rT ,�•� CATCH BASIN y y \�/_ 2) THE BOUNDARY AS SHOWN IS BASED UPON FOUND PROPERTY CORNERS GRATE = 36.56 s �Gp AS SHOWN ON THE SURVEY RECORDED UNDER VOL. 127, PG. 100, RECORDS y,t >+• t N r'' "spJ �.- x. i 4 2g»�qy'i"^ 0 IE = 33.46-6" RCP, IN W ���P� Q OF KING COUNTY. E of r, x F IE = 33.46-6" RCP, INN IE = 33.91-12„ RCP OUT E � �,�� "� �7 :4•� zf � '�`r s i � '��v ,t�� r �� J s'� � �� '+ 3 6y Y (/i ° J.. �f+� srv�.2�>�!'s,r-ft `'•Ft"iff>eti�1� xGrf,t X Li W,p'7' St, S. ¢, :•k..S,,ri 5's. k'>7�+ <x w 6f "s m7r> nsW'€ �.wS 9k v3a1.>< i�i-�rF3F'..•r .e•t .G„� ;> d"' .}r �.<k�ai t-3 � S -ff10 1pC! {-,'ss[[�^,,7- 4` ta3- nw a"yY , 'k 7' .'`- ' s *r .',� �,✓ fps # h rG' R . L -. S"t 'h ,�"3,y.ahY•"i9Ss5< 3 v'drL.� ��`- �y� ff ,: u'•a' `ft AFL k. l b>. lam/ �a' R o <--1! ,a� -a''v�tny�'zai"_n>f',�`"y'y_ >Y[!':r,{�'•,�{`sE''d, g t �- \ ' _- -- - , t,s • {� - _ao 171 �f,,{'r`'�� r-✓ft.' "t of +L,y,}T'aY.-"...E�' '>i'"n�'�4' ( V / �• �� -- --- \ GRA 43 24 J J 2 s �4 s. •5 sae' v" -. v a�� �rr'�rrr�s. r x ,"t, �>.ec�55r a`" � i V rT r!y t,t` J V87CAL CURB AND GUTTER •U� r E�;1�Yu '� �'m=� "{-✓`nor,.,. ..,£�) �aa�,n' r;.:"y � "� r •,;q- •<'�yr ,--•,�, � ,t,. �, .: �'m �`.vs ,�'�✓'x�. } r 'F-n � ... _ \\ . cn 'w ,✓ 'A _ `�. �0 C� {� rr s`f 5f � t„ r"`<,, � }. r� � ^t F •�^4{t,} Ey�a "�� ' ,tf r �r ?. ��'� r> }'e%{. 00 <4 f ',J.z '�' �,u 'f '•4y <sf �.. �««+r!yg- . ',} ,� 3 cc�'�- ��! ri�i�\. kl roys`�,-7,�y^`*�' '"K*..�•x"� \ y ' f ` - sw>f 3 siSz,-a'5> •<»,`•,. .>>-.� 'y'tav'1-e' f 4a 3' s -r 3•* a�•' �.,-�-'kf, : ��., s �r,y'S <>� .ns:'>��a �'�. - ...�.; .{e- 3`,.�' ,,�,.s�' �w X.. s rf�r' ,c •�,r x{£ oy �Y'.<r� aac 'c' .x"� St >t �•f r> L � E esYy ,�.�,y,�'t f 'v'''.� � ��ro,�" �»''k•'<.'"' f �4f 30 � ��g 5 6 `may xr� z r � P m x. sG s r'' �.'� ��, ��-��,"'S �k � � S� 5,. is in'�€r s��•G 2'�'r"` I _\ fit, }£5 fir'"w'�t}i�� F m''.e. 5fi+' Fa, �'+d• ,qi+) 42r r-, k :�,{.� {s { 6 �Y�t»n tN',, y may`{£ff G. G�••.'`W .t^ ,.� t P'h a• s x5 rj; rt'ar• � t ,,,., } `ar �' ��"�� -s,,,- ar �.z� 5,;r rr�d�,r t26 . SANITARY SEWER MH CATCH BASIN ,, f �> R}G� ! r •w,�<r'wa."�G''. `fs Tf rs>.y'ad: RIM = 42.74 GRATE = 40.34 ° p� K ; .1 IE = 34.48N MAIN CHANNEL IE = 36.54^'6 RCP, OUT E \ mog"y� „ AYE r - Mt 40 G 8 RCP IN W �? v t� 8" RCP OUT NE NAIL ��n ASPHALT k �`g io �F PARKING - ,� Yh y w �r LOT G s G FOU WASHER ss t'£-•Y+�.� e �-a�y,.tr �s:Y` F� �� _ _ y �y��� }� z � N,•, �E_� {r � x, z' STORM MH TYPE II •"``>:< '",B "� r,„'t . 3 r+ Jf} > '' s3•r+ c`> rs - ).,<�''fr ' a s>L, mod`„• sa ti ,,, �. +, e,fi 1 ��t'v� � � v a `Sy��k� r.+`.�"r� RIM 43.38 �� �f , IE 32.58-48" RCP IN W wnayEfi2K nrin r7aat u rti �e �vr� ' � µ�����r>�� �• � ��� � � �. ,���.t >�7���.��� ���',r��,%� ,����� � C0 °° ,�� �"hf,� I 32.58-48" RCP OUT E s� { s •f .x' ,.r`y .yxr > £ r,y: { ss,. K ,�.> : >rd '+r�t W. � ," a } �: -sr 3 3 ��? z� r � rPraj �•� � f x � t r: � '�k, 3�,t \ \ / � ���w y� �r��'Ms + l r•yY�w'��R �,ta•[' E �t.s? v�1rs �tK �" < � ,.-E�' r ..z� �Y h` '� +�. � �._ �_ �_ _-�_ �� ',' / '-_ ' 42-- / rn ° � � aa7r .t,� ,.5{ <k y' td •ti ar yi .�`iyE � '1`� ,,�"h,,, � � ° 40 t `xr'�",k��irc � rr~•�Y�f ��y�r � aax`>��.,��r1'U : � \ �- ---- -- -_ - - -- _-' -- - - -� - / / ° � sl far, �X`�. 4!!�, �r _. , N 00.05'01 E 293.31' MARGIffl gg N R W BROKEN EDGE ' \ OF PAVING e GRAVEL - \ O ° SANITARY SEWER M CONCRETF� r� --- - SIDEWAiK.° HARDIE AVE. N.W. _ cn `` RIM 45.86 p�-� v IE = 39 26-MA yp' TV _ . ---- IN CHA NEL 1pv - i 8"RCP INN U7 A ° ':• - _-------_- ---- 8„ RCP OUT E - -- y•T-• � - - ---_ __ - -- .>. 6" RCP IN NW - !_ 4 x Air 4 54y., . a.•: .� .,r. , : .-L-...,••.r..- 17'.SS _SS_ S _SS_ S S ,-, .... .. .. .. 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Y�. -,>:<, SSr+.._.a1'.rr "...v,.<,>xx_..f.Y r`< .5.,':.!. . �.4- _ �,i.?<+>, G,iero "' „4h •t,,, u U..,.>� ✓... ,.- . ri.w;r��C, x tar,>T Y.x !..^.� ..>>% ,,s=r ..3-^� ,.Jx.. ...�.a..�.,em�,.`..{sWi..,_',. .� ?'..snC... fi'<_9 `>-.. gS -r . r_ r.'h'aa✓•_T a!, } rw .a-.:.,.�,- - ,-�. s -. - -_�,t>xs_.xt.. ...rr. r .ryvK•>.fi'.. -a..ru.,nr<. .�.�.,,, � a'��x..- _. .. .x>f�_. ..._..,s.,G., - ,. v r(� :ze:S ,,:sr. 7�, •�rsa'5<'x. :=2 YxtY a� , �!;,`S� .i" �••>o->.�' bQ. t, ! .".f• SANITARY HF a,. . •',.. L�_ „r. .,, -.. .,M��C�Sf����iSr�e'� � s � r k .�3. v ,. s. > ,. „ :, '3•• :, ._ .r; ,_..... .,... .,8 a r rs ,. .,. as . �,,.f _ < ,.. -s• :. , . . _ s,., _ , .. _ , _ �r� 2 ,r . » .,, ..: .. ... u• < .. _ r. . . • -. ., v >- w .: ... ,.. ,.5.+ x ..0 r c,4 �'. 1. .r e c<.. , ,.. ..at. .,.<_,. .:»'�:. ,.f. ,-G .. -.f «„ ><s ,•�a. _ `� f-« -,s,. ..F �, x <,.. r-�..- y¢_. .. , ..- „ V < txWi.. ,» ..v,. • _�;<.» F :..<F vest .1! .(•..'NY.., ...l .i �k?:: .. Y .SY'• �Y lS,. e<f::< , .. •„> .5 .. z,. ,« ,i .'F. < ... ,.,.a.... 4:4<. ,esY'' 5 <. T, .... .. ... ..< ,. .. e . . r ,•.<. ., �:. +. Y � ., , , r .. h. ,. -,.+' - „rf,C: �.,.,.e •M- vYr,.<.,5 .eX. .....s . 5b, . .r, .• . , > r ._ ,-r{'' .r, :n. r, .•.�.>x'' .. r, t.,:• - ,�a° ate'.. r r :.. h .. ,... - -. __ ,I 4 MAiN CHAN EI...,.;�>. .�,: �" t..... _ , �" E , , , , >• : ..., . , m } , f I r, r>?.>r � E 2 22 Sr •?n.. .s. .,}C at z 'x. 4.. ''v:: >!,<. 3x�+' E t ..u-. �' asa�':.,a:r,. ...��, ,,s- un. r.r �•! 153x5 �vJy" xr<✓ r �y., }y, �,.. {y! �rFaf :"9,E{l , v::x=':- ,�"Sy s..-.rG: u, v j 1 .'h :A :"5 f !w wa . _ f �f:� �`fs.��',. �, .y5,x`s� z��r<e. x...�„�� 7�'f .a. }y<a2. a:s',-�'t�+y� C _ 4.!<�.�;.R.^e�b`x•a. sG :::?{3? t .�;?'a'����.a��� ",F'c...sY;sr ,'s �`, iJ RCP IN N 8" RCP OUT S ' f« � � �t �r. � ai t �`rsr r,rr �,�z,,x e�'� �<� �ry � ,�?I�^' ' r Pa � ✓x� � �, � �- r<�r ff rrylrY.v xF r � i:--1{•£f£�,y'�l �''s^',ift -" s .� s � K : ='t..$'!a�£,,�i y r���`5'�,?;T �z€{i"�'4"�hti s �•,? ;?ckk� �'�" q[�afl E ;. � £ aSys' aF 5 � : s �: t y, f ` 5�. � ^�� � >u�� !f `' . ;H-.t'4 `t� �,t�-,<Wx„r r� ;�'4'Y�'�t si tsy:, u�as�'. s''� �� '�rr7e't �`y �' 3fz r:. ,f.•, LEGAL DESCRIPTION LEGEND BLOCK SIXTY-TWO (62) N.H. LATIMERS LAKE WASHINGTON PLAT, 1:1CATCH BASIN Q FND CORNER AS NOTED " " " " " ' ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 6 OF PLATS, AT PAGE 70, RECORDS OF KING COUNTY, WASHINGTON; EXCEPT THAT SANITARY SEWER MH PORTION THEREOF DEEDED TO THE STATE OF WASHINGTON FOR RENTON 0 TELEPHONE JUNCTION BOX AVENUE EXTENSION ROAD; TOGETHER WITH THE SOUTH HALF OF VACATED © ..........,POWER VAULT (5 STORM DRAIN MH SOUTH 131ST STREET ADJOINING, PER QUIT CLAIM DEED RECORDED UNDER RECORDING NUMBER 7910100430. JUV • • • • • • • • ... JOINT UTILITY VAULT SS .... , > a • , .. SANITARY SEWER , . , , ... , • • • LIGHT STANDARD SD .• ••••••••• •STORM DRAIN IQ ........... FIRE HYDRANT T ,,.........UNDERGROUND TELEPHONE ® ........... WATER METER P ........... UNDERGROUND POWER ...........WATER VALVE TV ••••••••'••UNDERGROUND TELEVISION CABLE 0 4"� BOLLARD 4" DEC �e� • • • , , , , , • , .DECIDUOUS TREE / SIZE W Q 0 9 • i U z U) Z O ryLli � z V) - Li n I Li W 3: O Q z Ld J z ~ H- Q:� 0 � z O U z 0 Z LL JCL z n- 0 CoQ `o N Q z Ld z O O <iW � zLLJ O � U 0 O -1 > > m z �- r Q A U a f d I!7 m 0 N 0 W CD Y m U W rn N of 0 oO W / m o Q � m � \ I-- _q II z e z � a T 0 m LJ Q 01 0-) oa M CO �J = m �. !'r, m ��..y A J F- �s Q Q cn j ci SHEET ........... ASPHALT PAVING OF �� NOTE: Kroll Maps are compiled from Official Records f3 t8 YJ and Field Surveys. They are produced for reference use I BOW only and no warranty is expressed or implied. 1�F r UT - NOT OPEN -- : ►I.'ONPEN .!• ._._ . 4TH- _.. _.__ . _...ST— . _.__ .._.._ JONN TH0M50N XI: /oo 0 ao /oo o c x o — o 4c. �i4 �3 3 '> J. M. BAKER 2.05Ac. 368 I S L12 5 ♦ z'1 5� - 3 , r �A M-W R�7• BRIERE & GOLASURGO \ 2 50Ac. EFTL.ms ti l Kinrc- Vrnll AA�nc oru r,mmnilM from Official RACr)rlfS Ja 0 TDB/N E `/2 18 -23- 5 RE PLAY FIELD 5.66Ac. 1 l - 1 2 3 4 1 $ 61 ;8 9 110 PAI 11-12'I�`h14 KIN t� RES. �(lbl U" I l�"i19 CCU' I T!' A Q T z T o �� • ./3 79 95 ni2J v r T.L.37 T.O.C, ,��li B r` C. LLT9 (' rL.rt T. D. C T. D- C. ;L.14" W T O, C. TL.4o 2 a S5 J a J 6 T [ . /79 gU1 q; UN1 Q D Of/ o a IL.43 -59 0 o < N� � ® v 74 o _ �T �c ` '�'1�4 > 77.sT 5 LJ 1 10 z LL f•- ri C z C 64 L z ! U )I I 75 v� e l � l- T.D.G. zc.eo ------ TOC• T.[.2s T. O. G TL,65' 20 b --�•-n I i i I r `' � at '.SAG. 78�� L1.13 y � PARK! 6 O/� I Z0. C. o US7 T, D.C. T.L.183 T.D.C. T.L. 191 T.L.?J I I 1 I ! I i 112 TDC Tt. '7 1 1 1 1 I I I ? 01 161 S0� arc n t i 1 Scale 1 inch = 200 feet q,u Block 62, N.H. Latimer's Lake Washington Plat, according to plat thereof recorded in Volume 6 of Plats, page 70, records of King County, Washington, except that portion conveyed for Renton Ave. Extension, and half of the vacated South 131 St Street "Az BA adjoining. qF /- /20n,,l 60 144 _1111f Fz ��ea ��\.9 �PPFKIM SP q9-lam DEVE► nr'A a—N"-r or ":iNG CI I r %-or Kr-114 I UIN 80 0 1 1999 RECEIVED TO NOTE: Kroll Maps are compiled from Official Records Field Surveys They �31gw and are produced for reference use only and no warranty is expressed or implied. I NOT GPFN NOT I' I .•EN �� �� Q. 4TH- �.. _.__ . `...ST . ® ____ . �. yl OP R J0NN TH0MS0N �0 11mo 20 / j 11 j" 'I 60 /— o _ � NI o -c � 69 «' >J o 3 � r-o¢� of 3 G 1 368 3E i b 3R 1 5 ' 2 c 5 c J. M.- BAKER 2.05 tic . T.L.78 L�_JJ _ 358 g Ez -'. 3 I c o e 3 h ?2.f 30 Eo �_ ! 1511 •n C oc i� 54� ! o e 74 c '�Ts 35 e -- E6 i1 7, Q j4 / nlf o S� -Ac n 76 I BRIERE & COLASURCO 2,50 Ac - 714 tL.25 1,7 e] y 0.10 Ac. r r C 2 R�Gh,7 I Ill FINI Lf-i tKIATC• I(r 1 Ul nc nra rmmniled from IDNicial Records Rem U • 0 /50 T D � S3 10/ 5 $ SS T.L.l85 T .29 7..1.30 T.L./SS T.L.0E TL.31 0.35Ac. 70.0 . Egli 4 � ().,VGAC. ti T. D.0 3 T p APT � A� .w "U0 cv N S 2 so,s ' N Go TDB/N E'/2 18723-5 RE 5 AM.) STAND �V�f PLAY FIELD S.66AC. �l . 1 PA KIN"I N Res 1' 2 3 4 b i 8 9 to 'A i I, 12 ' !� 14 NJ 5Q, C6 1' T'; Q T ./j 79.95 7-D,C. TD,C. 2 5, '+ (24 P v 7.L.37 T.D.C• u L�7B ��FB_<. T�L39 T� C. 7..L.72 T.D.C. UJJ4, w 7.'L.40 V1 T.L.JS N U v W g i 55 / T.O.C.v .�67 T. D.C,o J .ry - M J 79.57 U 4 v T[./7y [ptF� U lti Cl 'a O a o U.43 'S9 h Vi / !, c •4 N a. N Q Q Q~ On42 oT.In7 5' $ t7L. .S Q LL S f• IY C Z I C 64 Cr l 1 of / 4 171 r+ N i--- I I I i 11�1 75 is /JC I� L. 1 e II 1 46 T.c.Bo U.460 7.D.C. �r.[.2s 20 b I I TIP. 1 1 1 T.L. i i I 81 Is rL./3 y 1.16 --- I TO.C. o U.S7 T.D.C, TL./83 TO.C. T.L. /6/ T.LIJ T.D.C. I I I I 1 i l2. Tor T.L. 77 M1 I II I I IrZA I 0 II 10� .. I I Scale 1 inch = 200 feet . � j 9A I , ,T R 13 Block 62, N.H. Latimer's Lake Washington Plat, 116fi1 117 according to plat thereof recorded in Volume 6 of r- .PA zs�,a Plats, page 70, records of King County, Washington, 1 except that portion conveyed for Renton Ave. _ Extension, and half of the vacated South 131 St Street ° t5C'"` g� adjoining. 2 DEVELOPMENT PLANNING CITY OF RENTON SEP 01 1999 RECEIVED -SD A PORTION OE THE N.E. 1/4, N.W. 1/4, SECTION 18, T. 23 N., R. 5 E., W.M. CITY OE RENTON, KING COUNTY, WASHINGTON CATCH BASIN CATCH BASIN GRATE = 44.08 GRATE = 37.94 IE = 41.53-12" CMP, IN N IE = 36.44-6" CMP, OUT SW IE = 41.43-12" CMP, OUT S SANITARY SEWER MH IE = 41.41-12" ADS, OUT W CATCH BASIN -SOLID LID RIM = 36.46 IE = 32.51-MAIN CHANNEL GRATE = 38.70 r r IE = 34.20-12" CMP, INN 8" RCP IN SW CATCH BASINrA8" RCP OUT E GRATE = 40.07141 IE = 34.10 12 CMP OUT SW „ x;#rr,L L x , �, STORM MH TYPE II IE = 38.47-6 RCP, INN x s-, » ,f r �, �' ` k „ 1 _ "f :., # r}x rA' �� �3z , RIM - 35.87 IE - 38.37N6 RCP, OUTSf:^��� s� { IE = 25.27-48" RCP, IN W Is VERTICAL CURB AND GUTTER � i s CURB CUT / IE = 25.27-48" RCP, OUT E .t y STD IE = 29.27-12" RCP, IN NW e a as a a ry a e „ ,,, f+' .. y �'. � f�'^kvfa�• :. �F+r�#� ° �' 'i-.,» ., r m �} ° .<., , s - cF v ,, v y,<S r 3.:. f" {> r kfa' CURB CUT IE = 29.87-12 RCP, IN NW s xx: F f T .5 ry rs� era Gy: a ?` s»a� rt tc>q 1T T o P a fit��. T CATCH BASIN -SOLID LID f : YEpppS ` a t r 'Mill ae x`z� xr5jnx e - P D-- --` �V J ° GRATE = 36.08 - rw F4{ L JUV °-°-- d IE 32 68-12 CMP, IN NE P D I� CO-�E SIDE T IE = 32.60-12" CMP, OUT SE ° D a �P P �-- -- AP F- SO SD S n D:' CATCH BASIN TYPE II 0 UNUSED SIGN SD_--- -----`- t �c '___ ----- SD j IE = 31.06-12 RCP, IN N I r y SD SD - BROKEN EDGE UNUSED SIGN-� IE = 31.06-12" CP, OUT SE xx3 Sfl�f, �`�� _ OF PAVING PEDESTAL �� T s a s c r D u i xty r! F z s a Y JD JD - SD D CATCH BASIN r� \ GRATE = 35.14 4 ` 'h`g Ap RAINIER AVE. \\\ \ IE = 33.75-6" RCP, 0 T E ASPHALT. -PA RK{NGO \� a -h%- r�� LOT FOUND NAIL r4 f n as r FOUND NAIL AND WASHER r h �r..»� ,�,♦,��_``�_ „�>>_ �,Kr�,. �.� ''�,�`���, AND WASHER 3S-z�fif $ ���~�� �' 4 r���,? N FG���,•'�3�.�.r�Yia t �O '� � �� Y�< x� � L S %�._.. -r"�3'a..,+ ^,v-y?4,a, ��^,sru+'^3.;''�� c `f C m y t '�,,�,>,r�i���.Y-r�-♦+sue 25 �C 5•x <£-`vh-yf 'viY " , f '4 , 4 ,L.S<45 a. ° I 4 1r, G - k CONCRETE SI WALK ` v \ aTCzPT�f 5t x n w� `v s�': x•fcrS k.,''R9#� 5' r<ti �1fu5 #� x'�i.' `wiB ' t� \ ��i- aT .Y �' xWai a \ �• d`U r k »<ss,,, yv x ,::' r c^g��..„r '� t SSFr,-♦z5,t5's �? y ,y.„n >p f Z fi`,4a .k+$ Fx'n5 4 r y / -;,a J`»E f.. ww,µv, , • I ..: W. {a ?t y,�s xri' >x �,; BROKEN EDGE Sp \\ F OF PAVING �v.7 vn-r' '' r ,{ �s7 ''f" '- R -"'�wvt^h'rµ?, I 'S '4,"'�v 3, � ysFY � ...✓arc .o- .k"F>�5 �>�Y,.z�,� � . ' CATCH BASIN �� GRATE = 36.56 g�e %fx i� I IE = 33.46-6" RCP, IN W s� ��^ IE = 33.46-6" RCP, IN N IE = 33.91-12" RCP OUT E \ 5 { ky rgy�s n� k� t2�n yrC '- \ / ��,a �✓�p�9t �'' �, 4 ,z`� s. , 'ram �ys� �r�l� / \ \ Sd h k a f n a `3� ;.�x�`Y"2 tyA�3' a'`'s`' n ``Sep'" '��i'>"�k��si^'.w`7•. \�, \ \ ar?' n i a�Ym CATCH BASIN V _ - \ GRATE 41.24 Q UNABLE TO ASCERTAIN SCALE: 1 " = 20' 20 0 20 40 BASIS OF BEARING: RECORD OF SURVEY VOL. 127, PG. 100. HELD N 54'06'31" E BETWEEN FOUND PROPERTY CORNERS ALONG RENTON AVE. (AS SHOWN) VERTICAL DATUM NAVD 88 BENCHMARK CITY OF RENTON BM # 2128 3" BRASS DISK STAMPED "KING COUNTY SURVEY MONUMENT EN-80 1973" IN SIDE WALK ON THE NORTH SIDE OF AIRPORT WAY. 30' + WEST OF CHECKERED RUNWAY MARKER. ELEV. = 30.86 FT. SITE BENCHMARK ft FOUND PK NAIL AND WASHER ON S.E. CORNER OF SITE. ELEV. = 36.50 FT. NOTES 1) UTILITIES AND/OR IMPROVEMENTS WHICH MAY EXIST UNDERGROUND OR ARE NOT VISIBLE, MAY NOT BE SHOWN ON THIS MAP. 2) THE BOUNDARY AS SHOWN IS BASED UPON FOUND PROPERTY CORNERS AS SHOWN ON THE SURVEY RECORDED UNDER VOL. 127, PG. 100, RECORDS OF KING COUNTY. V 751 INVERTS DUE TO DEBRIS V� VLTICAL CURB AND GUTTER C �\H O y.5 Xr>s4, J -x g �dnR'n Y rYu '4 "l'•,.Uy''� iY.'. 'V$.k tk'- � \ '. \ #.Sr�,F i 'f:<� h. Njjmr �•�", �,� .�<�: �` �' xf--•-��>u �`-�<c �' c ate; Eh� �����„�- � � `� � �' 3 0 3 O M. ,✓x�+ -. ' x _u :SF x h r�4n '" wv v € c€ tr yh § irW I �, ' '. - u'�s v. ,�y�,5caai Y � CATCH BASIN 5 r r ' GRATE = 40.34 ° { 4p IE = 36.54-6" RCP, OUT E D G� ASPHALT \ \ ° 1.5 w FOU NAIL PARKfNG WASHER ya, ¢ r{yam Y iik LOT �Q @F ME- �'rcy, t U'x€ s'S fi 9'"t' rStrr "n € rj�ts aT 'r��.t*M'C'•r t - - / x• ,�,' r ,s, sY & �ii' fir, \ / 2-- r ] '.1QD i v MIS M BROKEN E �Gl a _ - OF PAVING GRAVEL v £ -Yc X' Q CONCRETE SIDEWALK°�- \ r� / ° v a - RDiE AVE. N.W. 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S ...:..'�' s. . r3- . v� . .Gi- 4, x < <.♦ ?:, ., <, ., as»„ ., ,. .,» <, <. <... .a+z<- a ..,-. ,� .aa.. < ., a ,.'v_! T .. ,. ... .,. .. .. . » r. . » ... r.. . . .. ,..,.: .. . , > v♦ d' 1� < 4 . r ♦ . e -"i. <us_. // of ...•. _ a _v H' ,-.:..: _.... ;;, .. ," .. g w.. ..,, s..<. .v .. f � u. w. 1'-. ^"Gr _.. .✓' w.i. s' W. _ � a. 1 ,a. .-. .x u _, l ... ._ ...: 4 r .M m�,e .. <x- ">-., r2 :S. r-1> .<i',.: -w <..-- ..5 .-., n.. ... ... ♦ >N.. .a v . .., a ... a , ate+. � .h 47.42 x ,5? <�� :<.. y, .C. ... �.v-af ..,, ,... .,a a .. ,Y✓'. .✓_., .., ..r- ., .,r .e. ,{ c Y Y..> f,e f. 4.do iKu�if" ..�. .., , .::. h . ,-..... f• r.,-...;. . ,. , 'E.. ... .: ,• ., r. ,.� . _ � .4 »-. �.4 a<.. ?-"5-f,' r<- 'i k x`_kw, • L. r�'" ,i,"Sn +Y:. �,�i a '�eiirN � .+4<i .rtStx. ti�. ,V;f"5 C -Y' 5> ff' +a �:l:} r,8^ .''�s`i �: <s. ,•<xf., wx«< ,-tX,rx�t.:>r ,t. ,Y yr°« :� �" f,, :a 2 .iss. 1. ,-a�.,.dr_. = N : '.., �..,. '?,e. f. F� �, I 4 . 2 MAl CHANNEL..:. .::... < , . �, c.;a,..aS �,.r'. :>xf. � � v s,- � �. +>� .i>5'� uP? -<t ? ^;:.*- s. {r,�,y-',5.+•,m.�<a.'-:!&?:'r °�'.�a-s E 2 2. !`s ._., :t.?.<. 8 " P N N R Cry I n r x � s -r. » x:,ay,, 4 `'y, 3� ?aa hzt} �,'v�; , w ri " -zs ,s-t l`s; "'+a '"', • '.r 8" RCP OUT S " z 3 e. ,n , r_.,!�f<r ;t . _.� � _ ._..-.:.>"'a+S:. +�rst?�e✓_ ., n .__a , Xf . :.... ' ...� ',�°'?-....�.`,:.,.:k ..; >` ._'F,£..�a; „ , . t .< r3r ;, ; • :,' LEGAL DESCRIPTION BLOCK SIXTY-TWO (62) N.H. LATIMERS LAKE WASHINGTON PLAT, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 6 OF PLATS, AT PAGE 70, RECORDS OF KING COUNTY, WASHINGTON; EXCEPT THAT PORTION THEREOF DEEDED TO THE STATE OF WASHINGTON FOR RENTON AVENUE EXTENSION ROAD; TOGETHER WITH THE SOUTH HALF OF VACATED SOUTH 131ST STREET ADJOINING, PER QUIT CLAIM DEED RECORDED UNDER RECORDING NUMBER 7910100430. LEGEND Q ...........FND CORNER AS NOTED �• • • • • • • • • • •TELEPHONE JUNCTION BOX © ....,......POWER VAULT JUV • • • • • • • • ... JOINT UTILITY VAULT , , , , .. , , , , , LIGHT STANDARD FIRE HYDRANT ED WATER METER D4 ........... WATER VALVE • ...... • • • • 4" 0 BOLLARD • • • • • • • • • .. ASPHALT PAVING IE = 34.48-MAIN CHANNEL 8" RCP IN W 8" RCP OUT NE STORM MH TYPE II RIM = 43.38 ICE. = 32,58-48" RCP IN W ly = 32.58-48" RCP OUT E SANITARY SEWER M RIM = 45.86 IE = 39.26-MAIN CHA \NEL 8" RCP IN N 8" RCP OUT E 6" RCP IN NW CATCH BASIN 0 ........... SANITARY SEWER MH Op ........... STORM DRAIN MH SS -• • • • • • • • • • • SANITARY SEWER SD • ...... • • • • STORM DRAIN T ............UNDERGROUND TELEPHONE P ........... UNDERGROUND POWER TV -• • • • • • • • • • • UNDERGROUND TELEVISION CABLE 4" DEC (D . , , , , , , , , . DECIDUOUS TREE / SIZE z O H d U cn w Li clL will c�lp fo ri • � U z 0 w z W o LLB Q � I Z j J Z I-- O z � = I- Q O v z o a_ z LL_o _j Q� z_ �p� � N Q z z O O S� L U O O 0 - 1 > >- m Z I_- W v U A a m a In O � w N o Y U w rn c (V rn o w O Q z r- 0 V) o m z J 004E` 0- V _ (D m m M S4� N O a m M a, A JLuF A J A cap (n w > Q A SHEET OF DO " I L A&JJLi L%ajw " J_ 1E3 - 7 T23N R5E W 1/2 R78 , 7A T V NW 4t00 1=U T I ry Q) Q) P-1 Airport Way, coo L R-10 R-10 IL(P) OD OD 00 OD A- .1 __ I I OC I -t co OD 00 8 R-8 OD CA `R- -CA CA' I - � j Ic �n Rm-u IQ -T-ki � t, I , R-8 - -i! � ff - ! — _u > R�8 R-8 CIA Icto L u CD RK—U RM >R-40 C---- --- CD(P) oc —Uftft34th Cb co (D cL LS PC D )_ cc S 2nd St. R- S. 2nd S 11111 , 11 11 L z CA on z —8 Ick"s F C-D-_ _ _ i8 —8 e-% A cf) u ef) R C CD C !R-8 A. CD cl i Q) > CD R—B(P R-10 CD 0 A C D c __, _ � S - _R ,8 ,RIB ,, ;S 3rd A cn 'CD CD Q) CD1,1'j CD I i CD CAS-1 CD C -3r& pl. D(P) 8 1' Cb CA CD R 8 Cl CD U CD s s CD CDJ tp �c 0 CD h R-8P-Z I D 'c CD cty W _ ,y _CD CD CD CD `r 9CD CDC C A CA\' CD CD M� CDC'I. STY 5th RM-IQ"V1, Pm— 43 4 CA cz -7 P4 cz 4 R M C 0.__ Cy -OC CZ Lmmlsac sj 6 h I Stj" RM—U + D M + LMC A It + D. I m CAco _cY__ ++ + IM"+ + + th St. L S 7 h + + + + + + I+ + + + + + + . . . + + + + + + + + 4,14 +++ +1+ + + + + t . t + + . . . . + + + + + + Y � + , + I roe CA W —1 '� � r, d P 1. Rj CA OD_ 17. R-8 R--8 S 132 L- NW 2nd Stj CD V-4 CA A PORTION OF THE N.E. 1/4, N.W. 1/4, SECTION 18, T. 23 N., R. 5 E., W.M. Cl TY OE RENTON, KING COUNTY, WASH I N GTON CATCH BASIN CATCH BASIN GRATE = 44.08 GRATE = 37.94 IE = 41.53-12" CMP, IN N IE = 36.44N6" CMP, OUT SW IE = 41.43-12" CMP, OUT S SANITARY SEWER MH IE = 41.41-12" ADS, OUT W CATCH BASIN -SOLID LID RIM = 36.46 GRATE = 38.70 IE = 32.51NMAIN CHANNEL IE = 34.20-12" CMP, IN N 8" RCP IN SW CATCH BASIN % v} 8" RCP OUT E 5 t — N h l — s a'A'� R �. 1 410 12 CMP OUT SW � E 3 GRATE = 40.07 g t' F s f mgfist 7 „� uF 11 STORM MH TYPE II = N :.: f. i.�., .4,. F,-snF '` ,� 5.'..-r+. .t.r �,:.1..%`J-;es a' Sv. u+ & �`f<..:.- a s,' saw„ v'- q:if - .,'v �""`r ,�. IE 38.47 6 RCP, INN Lea n RIM = 35.87 H �. h'4'� �y.,z- t.-l. v+- -t-.n.. .r`r.n. { € c � ,y 3,k .F;°S f s4.. 'S P - A }F'4 C;h H l D : ' p ,y, }' 2.` IE 38.37 6 RCP, OUTS• v ,,:s 1st ��f r , . ��...,. .... •E � � r� � .27 RCP, IN W IE 25 48 R IE 25.27 48" RCP, OUT E H — K, 29.27 12 RCP IN NW _.; i .. .� fs, .v.an y...< .s . -..:k. lv .i_ ." .., 3'. .,tea ..... 4 -.t-. .,,.sf:......i&._..z_rs..,�.,,.. s.....,.�, . ,.-.✓,.�,.,:.rwsv,...�..,,..,M.h..�,...t..,.a._:.,..,..t,:aa.,...t..a...., ... .. <.r-.::.,-� ., _,:::...;.�., _ ., ._, -. ,.-;,,r..e ,... ., .. . ,.r.M. ,r.,..-,...�. t�.: r-+ '�I l[?Ri f IlT IC — 70 f27..,'IO Of IAI AItA/ SCALE: 1 " = 20' 20 0 20 40 BASIS OF BEARING: RECORD OF SURVEY VOL. 127, PG. 100. HELD N 54'06'31" E BETWEEN FOUND PROPERTY CORNERS ALONG RENTON AVE. (AS SHOWN) VERTICAL DATUM NAVD 88 BENCHMARK CITY OF RENTON BM # 2128 3" BRASS DISK STAMPED "KING COUNTY SURVEY MONUMENT EN-80 1973" IN SIDE WALK ON THE NORTH SIDE OF AIRPORT WAY. 30' + WEST OF CHECKERED RUNWAY MARKER. ELEV. = 30.86 FT. SITE BENCHMARK ft FOUND PK NAIL AND WASHER ON S.E. CORNER OF SITE. ELEV. = 36.50 FT. NOTES 1) UTILITIES AND/OR IMPROVEMENTS WHICH MAY EXIST UNDERGROUND OR ARE NOT VISIBLE, MAY NOT BE SHOWN ON THIS MAP. 2) THE BOUNDARY AS SHOWN IS BASED UPON FOUND PROPERTY CORNERS AS SHOWN ON THE SURVEY RECORDED UNDER VOL. 127, PG. 100, RECORDS OF KING COUNTY. V 1 INVESTS DUE TO DEBRIS.'y °� �• I �` / I C V , ,\ �\ \ �"�' ` r— VISRTICAL CURB AND GUTTER o v� SS SS SSA- w. r' 3 SANITARY SEWER MH RIM = 42.74 IE = 34.48NMAIN CHANNEL 8" RCP IN W 8" RCP OUT NE i STORM MH TYPE II RIM = 43.38 IE = 32.58-48" RCP IN W I = 32.58-48" RCP OUT E a �b � a SANITARY SEWER M RIM = 45.86 IE = 39.26NMAIN CHA NEL 8" RCP IN N 8" RCP OUT E 6" RCP IN NW LEGEND ® ...........FND CORNER AS NOTED �• • • • • • • • • > •TELEPHONE JUNCTION BOX © ........... POWER VAULT JUV • • • • • • • • • ..JOINT UTILITY VAULT _ . • • • • .. • • • • LIGHT STANDARD _ FIRE HYDRANT ® • ••••••••• •WATER METER — ...........WATER VALVE — 4"0 BOLLARD .............. ASPHALT PAVING El CATCH BASIN O ........... 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