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S a a-s 37 50 ; i ro `\ ` 3 C ao * 1 _ to. 674 LL -. ( 6 60 ` 12 .. c rn \ O rn , 8' f PORTION OF THE SE 1/4 OF SEC. 31, TWN. 23 N.,E.)W M a SIDEWALK ~~ PLANTcRIING 5 ,�5 N STRIFE o cD d N r OIT�Y--OF - RENTON, WASHINGTON a A) •n O v 1\ I +� Q � <� c) N v \l N c .I N 1 C co Jr c O c_5 CS , v C\l �� C,) \ C Q -<- >l „ i I I V c\, C\' , 7 `� {0 � 0 G:) c.7 CSC r � �— ,__ �-- N r1 c \ \ \ x J (, a( rr �'l fc) c\ \p. Lk•<J c_T a N \ \c"I FOUND 15 8 I REBAf� API r k ;,, �`, x, o ! I I I / ti l �� \ I I SET RE AR ` ,r) (\j � "? f'-FOUND 5/8" REBAR &CAP v -v (5)0, t / I )ANC C PI i ' ' \v \� a �11CPS 23 0 I I i \ 1 I I / 1 f N. LINE S. 525, S.E. 1/4, S.E. 1/4 I 1 I I "CRONES 29537" 0.39' N. O I I LS# 111332 T P. 1 REfAIN NG WAEL I \ \ \I - \p\- i p 1 ` TOP=366 Z d °. a ST. P OHN SEWORT Z------------------------ .. \� � I � I I I, II \ \ `I �� It ( I I ! S88 26'38'E 516.45'I I I 1 I I j III 1 ` 0.15 E. OF PFcO,_,. COR. � � \ \ I, _ G , �\; II \ I I I I \ 1 I l/ TOE=361 0 5 10 20 30 Z Q E. 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RIM - 318.46 �,. -- t !-- —--------- I ITOP 32fj. - „ T I I 1 I _ I I I w (� a \ s I• V I 1 — — — - — — I—' — — — — \ \ t° I 12 CMP S.E. _ 317.OS r x m FOUND 5/8 RE & CAP \ I' \ �, i 1 1 I -1 -I — — — — — — — — TOE= 28 , .1l _ / �1=a<< ti NUNN°° \ .,r I I \ I I I I I I ' r / ` / \ (�. 12" CMP N.W. = 316.78 x c OPEN SP CE "CPS 22330' I I :, � I I � I � � � � \ - j,90'� S Ft I I ' I �, ( 5' % - CONCRETE SIDEWALK r?� a w r iI r�Gr A� V v I I I \ I V / (� �I, V / 3� - 8: IE 8" RCP = 314.79 ASPHALT L. M TOP=2�70 ` �: i r r # VERTICAL CURB &GUTTER �13 = I \ ! !t' t I \ i I \ \� 1 4,594 Sq \Ft I \ �- I o \ I c : ) s.51'\ I \ \ �T ` \ �TQE 125�- I 15 ask: EN SRIACE \ 4,500 �Sq . t� I \ 5�' 96. -S _._Ft I ,l \ I ROAD A 5 I S Ft _ � ' 15 B SB L1 I I \ , � q ( :} \ \ } -� \ \ \ \ o (ONSITE) MEMO��` TOP=� \6 t t i \ , �� I \ ` s� J --� — —-- — t — --- I \ : \ "� h I \ 340 NTs TOEi�,24 ' x,< I I C. I j— Y — \ �\ �' t ` 5 3 F 50' ROAD & II � \ EASEMENT ---- - I \ \ ~ W + I \ \ \ J \ g\\ \• \ — _ 31.5' 18.5 ob - .; vv �'„ — — — — a w u,11 {.�Z \ — — — — \ - N88 - L 2' xx, \ > \ 63 W 5 k:. 15 5 \' ''� �'' , I � ' , `` '" ' I ''\ \• -- - - - - \ 1 � \ � \ r r , �s" ,� ' \ >\ r 8' LANDSCAPE ) ) l\ .,\ \ STRIP •_ I I 61 - \ LINE, N. 207 S. 525 \ \ rv\ \ W 114j > ' I `' VEHICLE GATEI CYMER MERGE 1/4, S.E. I 2. , _. 0 i RJR ' '\ o \\ \ I \ � • \ \ � � ITM SIC _ ENTER \SYSTEM/ / ? � �• 2 STREET TREES`., PER v I �� ) . ► Q I - - M - _ -- 1 M y 1 f W-ANDSCA APING - L L_ .. � _ •. N VERTICAL CUF�B Vic -:.GUTTER - .- ^, a •; I -AIL _ 1 ! �,SEE- DETAIL \� I, � 1:� .• ��s I.':r f � l � �-J , 0o iNoff ROAD A i o I NTJ / I a � 2s' R/w 30' INGRESS. EGRESS CC) &UTILITY EASEMENT "_ • _ x a- }03I I o10'cn 10' o'EMERGENCY VEHICLE 10' Z_ ACCESS 5'0 M 10 W II �=o z /I I I / I LOT 1 � I I \ cM} >3 a M 1 1 I I I f I a !o -85I ' RENTON SP 059 2% ? �. ?, S .. 2, .,: a,a ?2;x %(50' O I 'II x cLTCONCRETE SIDEWALKUTILITY ASPHALT C. 0. 20803? ASPHA(TL #312305-9119 c� 3INGRESS EGRESS�93,801+ SQ. FT. ROAD BROAD B �UTILITY EASEMENT x 2(ONSITE-SOUTH OF ROAD A) ''T : (OFFSITE).NTsREC. NO. 7510220588 sJ.rr.,z _12 NTS 01 it [� "� °� I I I I / / � I \ \ I I � i � FRAMES, GRATES AND ROUND SOLID COVERS 39.5' R.O.W. ar\ MARKED "DRAIN" W LOCKING BOLTS. (TYP.) I - CL FINISHED GRADE=253.5t ?!-el \\\ �' \ \ \L= F \ \re, gy>m),X,):y"s:y,•`} y 1\ yy .: t I I I I I I I I I I I % / / / i1 ( I \ \ \ I I I I II r�3, - QP II.,tij$-=. 26' 16' 5,X10 ACCESSDEPTH TO BOTTOM) GRATE, TYP. t3 13FINISHED GRADE=243.4t(27 I I I I I • W dN O? 9OVERFLOWREEBODEPTH TO BOTTOM) (20FINISHED GRADE=237.1t 1 25' 5/' w (6" MIN.) (14' DEPTH TO BOTTOM) 0.5' OAD GRADE 0.5,_ 0 0.5y',.\V i , 04 N \ -, I 2.50 O3 I , \V, M"1 d \ \ \\ c CONTRO Ld STRUCTURE INV= W.S. ELEVATION 235.25CONCRETE SIDEWALK P ASPHALT SPHAL.3TE 0.5% MIN.7.25' DETENTION SHEARGATo \. VERTICAL CURB &GUTER STORAGEo 10 .; , - - — \ ,, •, /\`. \. } — — ROAD BPT`= 0 INV=228.00 12" SD 0.5%180'x28'COMBINATI lQIN. -NORTH OF ROAD A) — (ONSITEQ1 1' AVERAGE WATER QUALITY STORAGE NTsCONSERVATION FLOW CONTRO BASIC WATER QUALITY GALV. 70' c\I ,\. `J�o \ \ 1 • I 1 I I I • I I I I ' CakOFU WPAE , LADDER OR STEPS 4' AVERAGE WATER 1' AVERAGE SEDIMENTS �p o 0 tOI I STORAGE DEPTH QUALITY STOR AGE LLJ O z o D VAULT DETAIL z O w O INV_o NTS`) ' 219:9 1 N1r1sA33IL2 SPHALT EDGE o Q w a� 00 I , >� 1 <�oON N88 2�8 W 116.74 1'G1' / k fi \ I Ir I I I ® CONNECT TO EXISTING \ o 0 132.03A I Call N 00 w SOOS CREEK WATER/SEWER before you 8" WAR MAIN N LLJ .31 ;32 N I ► I "z !-w 1-800-424-5555 38 5 W26c"I.' . UNDERGROUND SERVICE (USA)N88 26 o REFOUND CONCUMENT AVOID CUTTING UNDERGROUND T MONw N T>N88 2628 W 2615.40 �ROS 1) UTILITY LINESITS COSTLY 1 / z EXISTING EWER MANLE `!� C,3 W-1-NAIL DOWN 1.5, Nil{{ I, Ili, i I_II o O s n J�� �� r� �� r err_ r w rr— ■ ■ r�r .^� ■.� t / t /1-,_ V� A ff� n A _"r—\ A 1 a, ■ A-'% r1 ■ r1 ■ '^` mm - - - w Is in I m m / I I i 1`�S , I I o r;v �1, I' T86 i � T7, I T30 ( = I I I _ T52 { I T58 I I I I I I L( I I I T87 t, - 1 ► T29 I I I I. i C� I I o T68 1 1' cv O c-•1 1.1. l O °.o �, I i 1. i ! i o I ! I I II 1,i L I m T 16 o I. l r`� I c, I I O o '. ° - i T85 N. , T \, a, T51 69 T88 : I T57 O r _ / I w ; T p °I L I:-'/ o I II 1 1\ \ a w I I 5 I T27 I t \ C� I o T31 - ---------- _ d I N T32 L I o. %" I T46 �au,I.1. II 1 �. TL 31 305 9125 ! I r . , I 1 . T8 , c� ; a F, I I l o- T25 I IL, L. III `� c F, ► I \. \ T 18 I i o 7FT.` a Q O T24 108,88<1± SQ. T50 i I i I 1_! 11. I \ o; A LLJ �, 726 rz'l, A�lI .5±ACRES I E - \ ITJ \1..\ \ TZ T9214 s�z I ° 0 T93 T49 i i I 1 �...It \: I_ _ W�\ 7T6 T2 1 I I I ; I I I 1\ i I \ T96 e J a ,l q FO U1 I Q . 5/8 REB. R G CPS 22�,3 T 1 \ 1 1 1 r T48 \ 13 1 t 1 \ \ o \ i o I ` I 1 1 � i 1 0 a s cv , \ 1 t 11 -i 1 C , \ _ , I ! \ ', f o T99 � �\ �. L t i 11 E ,4 I ' \ 1 T94 1 6 l - \. \ ® \ I` O 1 3 a3 '\ 1 �s i w r � l W 7 0 r.? 1 J . , i - \ \ \ , - It O , 1 T 168 \ I T 177 --- I - �z T1 - t + ° 61 1 N -- - I ° a 1 � . I 19. f N88'26 38'"W''S15 5 , •, ,�� �I` �=�. Y� , LINE N. I _ T 1 _ 07 S. 5� o - I - - 3 w S. E. 114.. s \ _ s 1 \ \ \ - I _ 1 I U 1 , i . m T 162 f I ' . 0 1 : , / I � O I `, 1 1 s: `I 1 1 I , ; I 1, L 1 . • lG,' Ti 74 co � 3 i -_�- � . % \ \ ,! �/ ,1 � I 1 1 :, •s ' I I. I, F ; . - f L ' I ' \ J � f. �. � i I T 164 { I k co / 1 � ) i , 1 �, 0, 159. I T1Y1 T N t� o �f - ,-• 1 .t�.1 1 J ° T 180 ;' I 11 �J 00 l- i I n '. 1 ' 1 1 �.. J coW 1• I I z Z Ln T 155 I 1 . ; I I i I I I I F i �►, I , Z o I I T 181 ._ I o - _ o o ! 1 W 1 \ I , .;� .1 .. 1 � % � T134 (; I .8. Q o :.. T156.. T13F I I I I ao �' LOT 1 I \ I o a , I i I 1 , L� I: ► I o 1 `. r. o I' ! I I i i RENTON SP 059-851 , 150 .\ \, 1. T 137.. f, . 1 i I I, v o T 154 :` ,` 5JA . AND.. I 7 °; I I o ° a: I;_.. TJ 38 ° 1: T133 I i. T - f � t 1 1T1311 ! cn � ,, - T1 , IIL I EASEMENT: \ i I �, ' I I I i ": ` 1'' , ° . \ , 1. ° : ;• ;' / , I I I I v I I � � ,:.I :-' ., . � , � DRAINAGE STRUCTURE: REC.. 0.. 20080.OQ018}', I - ' 1 TL 312305 911.9 , z I :..' \ � 1 �. � \ \ T 40 I I I III �� �L1 tN��RESS, Er;RESS I I +` I _ I T 151 \ T 139 193 801 ± SQ. F 1, I ! I �� I ,, RIM 231. 14 T149 �� 1 t I I t II llf::; I = \ I t i ; I I & iJ' Tli I T r E,4SEMENT 1 I I 1 _. 12" PVC E: 222J6 2.2± ACRES j 12" PVC w.= 222.64 1. + I r \��. I!_. 510__0588 w \ `, \ I T 1471 1 i T 130 11 I I I I I, 1 l: 1 1 I i i 1 /f 2: ssMH z z x I c° \, \ \ `. 1 0 .. 1 ; ; I o J I RIM = 278.96 w I T 152. .: 1 1 ,' ; 1 i 1 1 1 I I 1 I I 1. r I :i� I , :.. LOT 2 .. 12" PVC N.E. 273..33 L = I I \. - \ \ . . I - \: .:\ `. -I �- - -! 1: ,. --! /,PQ� ; I ! ! - I I I - I : t I I ..I ..� 1. I 1 RF"A1 TnA1- CP n'la-7S '1 I: .. I)" ` C,d,_ 077 na VICINITY MAP vi S. 53RD PL SITE m S, 192ND ST. --1 Q Z 2 O A Cc, s N.T.S. BASIS OF BEARINGS: BEARINGS SHOWN HEREON ARE BASED ON THE BEARING BETWEEN CITY OF RENTON CONTROL MONUMENT ID NO. 1872 AND 10 NO. 1227 BEING NORTH 20'09'04" WEST RECORDS OF THE CITY OF RENTON. REFERENCE SURVEYS: ROS 1: (REC. NO.. 199503301293) VOLUME 173, PAGES 11-14. ROS 2: (REC. NO. 8811179001) BOOK 63, PAGE 243: LEGAL DESCRIPTION: E OF THE NORTH 07 ET OF THE SOUTH THE EAST 526 FEET N 2 FEET 525 FEET OF THE SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 31, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON. NOTES: 1. MONUMENTS LAST VISITED 1-14-04. 2. THIS SURVEY WAS PERFORMED WITHOUT THE BENEFIT Q,r A CURP,`;^1T -T%TEE REPORT AND THEREFORE DOES NOT PURPORT TO SHOW ALL EASEMENTS, COVENANTS, CONDITIONS OR RESTRICTIONS, IF ANY. 3. THE BOUNDARIES SHOWN ON THIS SURVEY REPRESENT DEED LINES ONLY, ACTUAL OWNERSHIP MAY OTHERWISE BE DETERMINED. VERTICAL DATUM: NORTH AMERICAN VERTICAL DATUM OF 1988. BENCHMARK: CITY OF RENTON CONTROL ID NO. 1872 FOUND CONCRETE MONUMENT W/ NAIL IN CASE AT S. 192ND ST. AND 99TH PL. S. ELEVATION = 319.47 U.S. FEET. SITE BENCHMARK: SET 600 NAIL IN UTILITY POLE ELEVATION = 216.71 U.S. FEEL CONTOUR INTERVAL 2.00 U.S. FEET. SURVEYOR'S NOTE. - THE LEGAL DESCRIPTION FOR TAX LOT 1312305-9125 DESCRIBES THE EAST 526 FEET OF THE SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER. THE ORIGINAL LEGAL DESCRIPTION FOR THE PLAT OF GENEVA COURT DESCRIBES THE WEST 794 FEET OF THE SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER, RESULTING IN A t 10 FOOT OVERLAP ON THE WESTERLY BOUNOAR) BOUNDARY/TOPOGRAPHY SURVEY PERFORMED BY KRAMER & ASSOCIATES 11EET NI DEX BOUNDARY/TOPOGRAPHY MAP ' GENERALIZED UTILITIES/DRAINAGE CONTROL/CONCEPTUAL GRADING/LANDSCAPING PLAN i — ROAD PROFILE — WALL PROFILES & CROSS —SECTIONS i — TREE INVENTORY/RETENTION PLAN N vi vi \ , t.,, 7 z z 1 M 1 \. p / 0 0 213 = I I I 1 __co U) 2.03 \1 , I _ bef ore you w1 29.12 - c,l r, , 1 , 1 R 31 3 ! 2 r .I s w — - 0 2 O O ;9 - r W r -�' % �� 8 t` — �I: N.�T ' 7 1 _F_^ R1JD SERVICE(USA)r 5 t�N26 38 "W 2616.4:a (MEAS,) A OiD TING UNDERGROUND N88 I FOUND CONCRET88 26 28 "W 2616.40' (ROS 1) ONUMFWT \ I- IL:TY LINES. IT'S COSTLY w -h.5'�\ 3w-/iNN P wA&fir Q� 0E 11332 \_\ sIONAL NOTE: EXISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY. RESPONSIBILITY O DETERMINE THE IT SHALL BE THE CONTRACTOR'ST 0 C N L EXISTING UNDER- GROUND VERTICAL AND HORIZONTAL LOCATION OF AL EX IN UN GROUND UTILITIES PRIOR TO COMMENCING CONSTRUCTION. NO REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES ARE SHOWN HEREON. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIES NOT SHOWN OR UTILITIES NOT SHOWN IN THEIR PROPER LOCATION. CALL BEFORE YOU DIG: 1-800-424-5555, .. - - 5' 8t .{-- PLANTER S RIP �I .11 .. a SIDEWALK T . ..Nm-,E. WM -RNG 5 % E ALK�C11 31 TWN- 2PONO�T�IS [�.1, V_ �1 /4 O F ,� I I I I I '_�0. . I m 00 �I I � . : a.a � ... ... . o i\ N 7 - : �- i� O I�l 1/V�S H I N GT I N ,Y Z� �?� CITYOit,F��l. . . .. . . . . , v 8 z O f\1 1' 1`` r. O i \ O O :.y c_t L c,_C_ , ..�..... - I ..I . ". Id. - . .d . . . . Ci3 .. .\' C\I ' V . J �` [ > C4 : ;: , - N "t- ,\ `4T. w (5y C, UI CSC 4 w O 9 u 3 N w. I JJ i. i N i� �, t• I - ! r J �' w a = �_J pJ rJ Cp (\I I = V:. l \: _) t- ? ,; � Q n I' : r: , X.l 0 �; i:', » C - ' +S C� - a { i 4 o a o N �,�r v , I V: �_�, ,, o I EAR ► BAR &CAP . �., ti ;, c ; SET R r � FOUND 5/8 RE � FOUND 5 8 RERAf I r•, , ' i AND C P. i 1 I ` C� Q, 4„ POT CREEPING - , �: : 1 I I I �` , I , i I CRONES 29537 0.. N.: , \ \ ` I _ .; , a . 4 ST. JOHN'S WORT . _ \, ! N. LIn,E S. S.E. 1. 4 S.E. 1 � 4 �L5 / I ,: - 1 ,, TOP=366 _ a ASCYRONI Y \: \ CP 2 3 0 I I I \ I: I / i LS# 11332' T P. i, 'I RETAIN NG IWA�L OF PROP. COR. \ I _ (HYPERICUM .. �' ; I I i , I 0,15 E \ OE-361 ,, \ �� I I , I I NI \ 1. 1 / TO.P AT ! I I S88°26 38 E 516. �5 I : j . / 3 81 0 5 10 20 �o PLANTED \ o _' _\. I- , I \ , , i 1 1. TQE=3 I ► - - O,C TYP, ------==--=-=----- -1°� 4 •, . L 1 i O I. 0, 0 .. . I I I I ` � 2 . 4 LINE W.. 794 , \ 1 SCALE '1 3 E: , N I 4 I i ) I/ , 5 0 KERY I. \ ; , 11�1 E...1 4 ' \ . I \ 1 E: 1.4 S , l I I I I 21.1,11 , �' / / _� << 2 GAL. WHITE ROCK J - _ _ 32 - °. ISTus -� F-- _ ----- , .-, } ROSE (C N COURT - \V 1 c - -- -- - i f / / ®- PER GENEVA COU . I 1\, I I I I i I ;," I :' / 0 o � - - - - 1. � I / � , ... Q } ;4ct a ALBIDUS) .PLANTED I .I ,' ` J I OPEN SPAC i I j' i r: \ 1 E: I I i I I I T I'R UCT UR . a / p 1" RATMI.G.,.� TYP. co J f i D 5' 0 C., NT i' •n I SEM (� ' ; 1 1 IA i �_� F I I '7 I I i I �� 2jI I I .. N I 1, II 13. I I i •1 �,1 1 Q �I V V . 1 '� f f o 1 'I I' 1 �. I 9 A MI t 1 1: ss 32 / �o �L �, 16 I I'. I I I I I I I 1 I I / / Z Vj I I 1 I j I 0 Sc� Ftl . I ' S Ft A, r: DC 1 m r j I ryry4IS Ft j j 5,400 S Ft I I 5,400 Sq Ft I ,6,269 q I I / ; : �`<<, RIM = 231.I o I,LI I �-- , 1 � I 1 i i` .,1` I 12' P a i I L c� 1. () Zr I I, i ® 1 I'- \ I 1 I I I c, T V W= %2._'T :I I I. I 12" P C ( i I o I I I i ` `:I i -- - tQ I I i i - ---- i l i. I \ V� � I.. I I ', I I � ---i- - � - .J i I• I I I I I I z: ssMr 1 a � c� 1 � I I � � � I , ss' / / I I ® I , o /- I I I 1 7 ( i ,: I 1 I R. i - 278.9b 1 I _ _ ROICKE RIM - I 1. 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I \' 12' RCP N. a' LArto ., fit. 3 y. ,. _ w \ \ 1 I c0 _ _.. ` . -.- \ ` X a r.- STRIP 0.5' 68 � I I 1 I T OE -2 � f a \ 4' - 1 '1 .5' �. I 1 rt 0 T R 26 �: _ \ _ 2 1 F _ �t IV I 1 ,� '�q) �. , - E=257 I I I I .\ 5 F . TO �=: ��,,. �', ` , l' RIM ,318.1� � 2% 29` •. .�` I. .'\ \ Ip .� 0. \ �_ I ti' < r. 14 _ 1 L - t� x� Cti r 1,._13 \ f . i I ,r � 26. 1 I o I I T.OP 3 y \ ' _ i 4 �' I - - - - - - - - -2 \ I P _ ��TO - - - - 8 II l o. �,. - I .I MP I I i . - 12' C -r 28 ' I I T E- o ,. •\ . t I i \ 1 Q -.� tTOE 25 I \ ,: ._: i -- ------ -.- - - ------ -- \ L' - `--J.. E SIDEWALK ;._ I I. I - S LT - - - --- - - - - - >- =' TR , : -i -. _ _ CONCRET A PHA 1 , I \ I 1 I I = 79 VERTICAL CURB & GUTTER 7 #8: IE 8' RCP I T. . � R• &- CAP:\ . I` I 'OPEN SP - CE , 7 5 ; -.- \ UND 5 8 REBA� 1 - - - w a o F0 T - 259 , 1 I I I I �. i. I 1 �\ - •1' / I T- ; ROAD A sr , C ,�� 0 S F t f i• � 9 � 1 \ ... o OE- t •2 CPS 22330 \ .�. ,� _� , \ I 1 ��`, I I / I' 1$. orISITE �, ;, : \ �^ OP-260: ) ! f. o... \_ 4 594 S ;Ft ; �, T ;. t.;,. j I 1 �. i , q I 4,�00 Sq Ft 96 S Ft I �- C.. --� I I I . NTS wa� i, I. I E 5,8 q - \. o \ x 13 TOE-24.7 _- { BSB - M ; ;_ i 4r._'' t 11. i \ I cJ L` I I \: t i II �I j` \-4 0 50' ROA . i 1 - . ' = ` �. I' Y . \. \ . 7 UTILITY EASEMENT 1 + 1 5 i S Pt _ \ \ - \ -----I 4% a r,.. , - \ \ t. I N T'I - --- - - -- - .® D \ ' , TO .� \ 1' a ; `. rn 1 . •,I / I y t o� 4, _, t I I I \ y �F _ 1 ) \ 1 \ \ - 13' TOP.-2 6 .I u '��. ,r i - ® o \ \ \C t L1I -- - -- I 1 / - - - . - \ 5' 4 a' SCAPE 2 a.. \ AND , lov , 0 \ 8' L T - w---------- - - - - =- -•-----_r-:;_.'---� --- - - - -- - _ - --- -- STRIP 1 _ e _ �i y \ _ - - iv'88 26 38 W 51505 W �•; - s �' - \ �_ - n Off` \ v e' . ss�� \ W - I 1 i \ , ti 1 -al �_ S: LIN N 7 5 2 F �a+ �. lj z °. \ _ - - -T ``S,ERGE CY ...VEHICLE GATE E 1 �4 ENTER SY TE . _ 1 T \ _ M" i , 1 .® 1, ',:: x; I - i - CONCRETE SIDEWALK n- T Z a� � � - P HAL _- I 0 1 - I :. _ R - _ , _>., �C GUTTE \ I. 1 VERTICAL CURB & w \ \ \ � 1 / `'REFS .PER ' I . \ � `� � .� c - t I 2 STREET T I '� .� -, I i \ 1 _ ,\ 1 '�� A \ I APING t j - / }..-� ROAD I +.f: 1 \; I OT W LANDS I I �l c I:-o n rFSI TE - L . i" _ DETAI j \ \ o , SEE I : t` o ; �4 \ . r3, \ i i ; i �> W NTS �� 1 I C� I i j 1 1 1 1.' I ' �I . 1 '7 / I \ O C . mm 1I.I;Tz 11- \ f , I i i I' . • o % 1 \ \ cis \; 1, I \ I I 1 I I �. �.J: j `� _ 1 { ;"- V i , 0) _ 30' INGRESS, E 4 ` GRESS �3 1 z:- \!i / / \ I' i V\ a 26' R7W (o�� 1 F c , /' 1\ I I I \ \ & UTILITY EASEMENT 1 1 I \ 1 I a \ 1 " C`\ -; �rZ (�, + ,/ _ Y a _ - - r ! I t t , \ '\ I : I 1 I I "1 - _� C�7, C - _ - - - - - b _ _s?3S-4r _ .mot- I ,I \ , I ; -� ti i ::�) :: i r j d' . f : ,... I I . :.., / % / I r:-, . VEHICLE 05-- . 1.; M .RGENCY I I i I _.1 I i _ i )I / I 1- �S r•<. I I i I .I' I LESS 0.5' •\ d- I I :-11 I AC . f \ %� I o � o I' I / \ \ I. . . _ � r• 1 - -;' , � I : I I 5f 11 I _ N - ✓ - vfo , ��,� LOT 1 1 �� 2q z z S i I , \ rr, \r$a. / I I I i " 'I !''.i 2°Io N O _ o is \ r J -},> ij I - 4�f1 -. �' j = Z r r 59 85 ' % o _ i. I i NTON SP 0 . \ RE # n.' ._ 1 i w 0 1 I o M i O I Z-- i o i - o 0 7 , I:. r=' I � x - � - SIDEWALK II z ! i I �' i... CONCRETE - I 1 I I I 1, I :; ASPH \-\ L CURB &GUTTER , SPHA 5 O R� 1 f /:' a s o '� i I\ I i I , I I 3 I <�� .I 1 1 I I , I I .- N I TILI TY EA N E T t x�_ I L r' r i ;, \ I 11 - R' ; I .. t� ROAD B ROAD B U 1 j , ! EGRESS �0.0803 7 0 \ L TL 312305 9119; o , : I 3Q INGRESS, EC 1�1_ # I l 1 � (ONSITE-SOUTH OF ROAD A) (OFFSITE) tQ \ ' ! ! & UTILIT'> EASEMENT ; I I I 6 ' I I Y NTS N ,o1. 193 801 ± SO. FT 1 •' i I I , I �I Ts � . , . . - . .. . .: \,L;,;'l 1 1QQ 10220588 I :� 1 rT i 2± ACRES '� I RFC. N0. 75 I i I L . 2 \ 1 �" _ � 1 ; I r \ as r 1 �; CFI I I f i , 1 FRAMES, GRATES AND ROUND SOLID COVERS cn cn '', 1 �: 1 ' I I I t . I , I I I I / F I I I ^� I': I: i I I MARKED ,.DRAIN" W/LOCKING BOLTS, (TYP.)---16.. z z x o \ ? ". 1. I I I ! I 1. I - 3.5t c, 3 U m ( 5 1 i I I t I I:' I FINISHED GRADE-25 5'X10' ACCESS 13 13, F- & i ° f f I N o °a '\ 1 ,a 1.''. It, I t i - (27' DEPTH TO BOTTOM I F :, t �: I I I. i 1 I I I` I: ) INISHED GRADE=243.4t GRATE. TYP. %\ ', I % I 1 , z. 1 i p 20' DEPTH TO BOTTOM Y ) - �, . ` I. I I OVERFLOW FREEBOAR ( 0.5 5 \ 11 f j 1 FINISHED GRADE-237.1 t �. f L I I I }• I:' i. DEPTH TO BOTTOM) _ t 0.5'--- `\ . "` 1 \ I I t ; I I4. I 6„ MIN_ (14 �?. 5, 11 I I I: 'I: ` I I I �_1 I 1 I I I ,� 1! 9% ROAD G AD 2° I I -- m Q Fes: , I 1 � _ - -- _ i I t _ 2q rr, - ;�_� ; 1 1- } i I i - I , r. •,; ;♦ - - - - i I I I - - - - - '. 2`�0 r t I 1 t I ..- t�i p Ul P - 1 ' 1 I I I e 1 7 �i � r ,. i 1 I 1 I ! I I- c . W 5. r i I L. ; I I I. - I O i d' \ - - M 1 • ; t1:. CONTROL \ Q \ t,� ,• ,il - I ( ``:. i -- STRUCTURE . N cv 14 . - I � I I.I -- -- r` I I I . _---.-= ------ --- �- 9 0 CRETE SIDEWALK ASPHALT o Y 1 > 45 an �1 I I 1 I I[_ r 11 I ( I I f I' LEVATION 235.25 SHEAR GAME CVERTICAL CURB &GUTTER W �. rn. I `� t I I W.S. E _ \ I -t 1 t Q , INN 7.25' DETENTION x rn , x i s I i. I I �' I I 1 l \ I I - L, 228.00 STORAGE I ROAD B O I 100 I I I 1 \; , I 1 �'. t :' I ° 1 I 0.5% MIN. - - -� - - w w w I \. r,_ I I I I 1: !-' \ I - - - - NV=228.00 12" SD ITE-NORTH OF ROAD A) w w w m 1,, I- I ` I Cb (� V- I \ I I I I1. ----- I (ONS o \ , I_ I I I � i - I PT 0 51 9111 -0 •� MIN.` - - - NTS ff I .I, I I I CZ i 1' AVERAGE WATER QUALITY STORA - - n I l :t F I 1. I \ I. j ! I i UPE O I I I �- I i K I . I i I �':,.,: %0 x28': COMOINATI \ o I\ I I - I . I j I \ . , . 1 j,_ I ` I t i I L.i r 1�TD GALV pF WAS FLOW CONTRO I; I: 1 I C' NATION 1, fi �' \; z 1 I- i. ' I \ CONSER I. I LADDER OR ST PS 4' AVERAGE WATER �Q' S�' I , ? _# , I l : I \ . , e �' \, li. I I 1' AVERAGE SEDIMENT LI TY VAULT rix , 1 I i I \ _ I Y s IC WATER QUA \ 51t, 1-, I I i I \\ i D ```` BAS I 1 :,., , _. c9 .I.';, :STORAGE EPTH I � �� , r-, r i> .: .. t I + \ _ I I QUAL T TORA I- '' .5E I I ; , o o LT DETAIL I I 1 ` ' \ N ` '•, s'sr'x c • t11 p .� � I �_ 1 � ^� _ . � � I R/D VAU I I o , , I I 1. I.1 \ 1 I ., I �� NTS 11332 r , i I \. I �1 r- • V 1 I r' �.. I "U I S �� _ - _.. s - _ �, I- \ � . - , 1 1 L , �_ ,._ ..I , / , I SIONAL z o \- 1 I I ► 1 '\ / O GE w J \ { I co i\ -', �- 1' SPHALT ED z a 1. 1 ;1 /�> 1 Q z 1 I �O o \ INN- _." 1 l � \\ ,, w O \. ► 1 Q \ - l 3/ . F- O 1 r- . o Z'.. - Gl fx: - . t _ I , 1 \ C/7 I l . 0 Cp �\ 2 I �co I` 3:0, O /\ Q o - �,�? : � 00Oil� w _ \ 0+45 5�.' -: Ln (`J. Q C;- 1Q, I .. / CQ III --- \ . �1., \. / \ . >_, SHOWN HEREON ARE APPROXIMATE ONI : �J c J I , •, T I EXISTING UTILITY LOCATIONS o 0 6 38 W 116.74 - , \ Y�.. \ w ( I \ N i N88 2 I. �, o , - . F � � r.:: I I / NNECT TO EXISTING "�' b f o r I:o � \ \ a \_ _ y®u IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE / Q I . ... �: \._'. 1. I i CO ,'� \ i� �� i OF ALL EXISTING UNDE a ,b 0 `. ! O I I ATER SEWER \ \ \ I ICAL AND HORIZONTAL LOCATION 6, :. = .: �" �/�T 1 I SOOS CREEK W / ,.: � - - \ \ , 5 1 '\.. ' V \ - . \ EXACT VERT . I ® IN w (TIES PRIOR TO COMMENCING CONSTRUCTION. NO . I \ o �: I.. -- N - I �, DISTRICT 8 WATER MA \ f ■ GROUND UTIL TIES ARE SHOWt Z Z 13 03 O 2• ` . � x �� :`'_,: I �29• �2- O � REPRESENTATION IS MADE THAT ALL EXISTING UTILI - I- _ 0 1 .. \1 � \ .: -1 t I. .: c l ,I" - . ONSIBILITY FOR UTILITIE 31 ;'32 O cn (n - t - r - -_. - -- I . -- .. - - - - - - - - - - - - - - - - , l - - �- - .. w AA -� CC EON, THE ENGINEER ASSUMES NO RESP i - - .' , - .'\-: - i- ;=o : . . �T. - 0� 424 ���J HER PER LOCATION. 0 U5 , ...: J 1 O w 1 1 \ :.; I. I Cx� _ I OWN OR. UTILITIES NOT' SHOWN IN THEIR PRO 92.92 ., .. I. ?, I .. c I - --- 8 I D SERVICE USA NOT SH _ _ w w w \ -.. �__ -.. - ', a ?: - ? >- .. _-- z a J - -,. __ _ ,, D IJIdDERGROUN ( ) OU DIG: 1 800 424-5555 N .. -�-". '` j . - E�• ._ =.. •.. . - r t� c / ----- ' 6 CALL BEFORE Y ,, \ ., \ o . I J .- I - . D CUTTING UNDERGROUND 5 N 00 w 0 C) , I .1 I I ry . ( `1 i Ili A''!OI S. IT'S COSTLY . I I 9 1.. y e , ,, , � ' r .\. FDUND CONCRET MONUMENT uTIUTY uNE \ 1 . s , \ 0 1 . N88 26 38 W 2616.43 . MEA,�. . 'r i I I ` gyp, o % \ ,. CV 1 N 1 N88 26 28 W 2616.40 (ROS 1) N 1 5 N OO c-, . . . CONNECT tT ' �/ \ I AIL DOW . ► I �.I ,. ... ... . N N o EXISTING SEWER MANH LE i�; f .. `�' / ; .L... . II z ¢ z - �1. � • . . .,_ . . ��_ J �..' - . - .... . . - .. • _ _ - , .. - :. I... I -.. - - - _ - . - _ __ _- _ .. _______--.....+s..--,••-,..�•..••^�'^F:c�af...^rsz�` - - .. _.. ..... � . . . . -I . _-- -- . . . --.-- -.---- - --- ____ .,I _ _ - - - - '"�.'�'-- . ,.. .. is -• - ='S .1. r :�. -,> t c - y{ u,i,rr tl 1,.. , c: - - - - ,.�..,...-•--- ;-.a. ,.. ,... - .� � r a/;' 1, � �..� � � � � e � i ca P� "c �-° 43 xs �yf ,3 �.. �(+ , I - ., � - t�ii I :� .. _--�_.. ruw* •:¢niFaR'+m'gm,+s.""`.T A.. w" , n v.^ ^,rme n•x .vc.s _.,...-ro+,wm' wr+a�:�av 1 _ , Y_ i _ _ _ _ FILENAME: 2586-002 XREF: PLOT DATE: PLOT SCALE: NOTED PAPER SPACE: YES STA. JOB NO: 2586-002 CD: MSK G:\2600\2687-001\dwg\2687-001-ENG-042709.dwg 05/04/09 02:44:39 PM PDT SURVEYED: SCALE: VERTICAL HAV . D 1988 NAD 1983/1991 DATE. 04/27/09 DESIGNED: 1 1 "=30 HORIZONTAL: WILSON PARK 3 REVISE LOT 12 JEF 4/7/10 WSH Baima & Holmberg Inc. FIELDBOOK: DRAWN: MSK ONE INCH ROAD PROFILE PAGE: 2 LOT REVISIONS, ADD ROAD TO NORTH JEF 1/11/10 ENGINEERS & SURVEYORS DRAWING NO: 1 LOT REVISIONS, ADD WALL DETAILS JEF 1/23/0 CHECKED: AT FULL SCALE 100 FRONT STREET SOUTH LISAQUAIL WASHENGTON 98027 PH. (425) 392-0250 FAX (425) 391-M55 87 26-001 v"SH IF NOT ONE INCH NO. REVISION BY DATE APPR APPROVED: SCALE ACCORDINGLY SHEET- or: 3 5 0 + 230.3 > 41 0) co 0 STA: 0+00 ELE`�-230.0 0 0 C4 C4 0 0 0 0 (D A CENTERLINE OF S. 192ND STREET STA. 0+17-36 EXISTING- -E.0, P.-ELEV=232.8 L4 (_4 .0 329.1 0 STA. 4+83.92 STA: 4+75 329.4 Z7 > x EVCE 1 4+17.92 319.39 EVC 328.0 T IQ STA.' +67.92 RO STA. 7 + 39.24 R& ELEV=.515.77 323.7 31.5.14 z ByCS: 3+1 .92 (BVCE: .31489 321.8 315.07 m 0 0 AICS: 2+75 > /E VCE: 315.32 D < m al 316.8 o J'j < 315.42 < cn N II II o 4, al 5n 13VCS: 2+25 VCE: 315.24 E 314.3 314.91 314-7 314-25 EVCS: 1+25 EVCE: 313.92 314.1 313.49 < BVCS: 0+75 BVCE: 312.85 313.0 312.11 STA. 9+15.8 EXISTI G E.O.P-. 310.7 0 0 �El IQ 296.9 o 295.74 + 301.8 .0 303.24 A BVCS: 6+25 BVICE: i06.99 308.9 0 ...310. 3 > < m m 00 320.5 Cn can _0 0. 314.58 Y EVCS: 7+25 1! tEVCE: 33 323.8 cII STA. 3+6 .92 ROAD B= s TA. 7+39.24 ROAD A 0). to•ELEV= 315.77 �00 0 0 -0 0- I bh Z � -,o �5 Wc - m < 70 F) oc) m '.wr 0;:Q U) (D --- ic U) rZ > a: :T 0 m m 0 FrI rrl 70 X x � -0 > z 0 I 0 m ;:o c: C)i> 2: Z - 0 0 m < I'- m C-) -ZE (Z m > Z �oo o CC) P-1 z m r- 7: M M c 0 0 70c:z moot) fn _j FrI K z > U) 0 O m > OOcn-o iz, U) 0 0 40 1 K>W(D o (/) > K: r- �' ::�� F ,- m Z zou)= Zc) m () C-) -D m CO L< 2:: > 0 0 0 " ('o G):::j ---I (D 0 m 0 C) Z Z V) > m 0 0-0 m (/)omm�a _9 Z x - 0 F- 0 > M (D x X m > C w 0C) > --1 I 1 O F D: cmm O=Z cl) m m r-- �O _< v m. W Q 3 - N i 276.00 Y U O O co N 0 p Pi 266.00 o z o M. W a 2 J� -� a. z ®v J j® 256.00 W V r a` a upj� - a 0 w Z . 246.00 a x co o U ,. N ® W x 0 a rJJJJ���� CV tV a w� x 0.00 40.00 80..00 120.00 370.0 5:Q a qFCTh')N V-V Qn nri LbLs.UU x� U Z o ? JZO O � �_ N 258.00 0 (Z Z Y � Q r7) 0 o 0 248.00 x o LL. � L- � w cc) Ln 0 0 N 0 238.00 CD O W -� < Z o oZ ! wQ O o Q 0 W 00 o Q rr- co Q QQ Q a 3 N C� Oz V O o w w 360.0 350.0 340.0 330.0 ELEV=32 f / � ROCKERY TOP= 350 TOE= 348 �" ' 2:1 i 340.00 ELE[=338 " / LOT 5 330.00 / ELEV=33 2: 320.00 EL v=32\\ ELEV=31 RADE ELEV=31 FIN\/\ NA\ �\ IDEWALK PE 0 00. 40.00 n 120.00w l 6E( TION Z-Z \. HORZ. 1" = 20' ;r VERT. 1" = 5' 11332 � d IS P 1 SS'ORAL �1G C NOTE, I I 0.00 40.00 80.00 120.00 9f ors you N o w o o 0.00 40.00 80.00 ; g' 0 0.00 4o.ao 80.0o SECTION Y-Y -000-424-5555 N o - SECTION X-X -� � SECTION W- N W VERT. 1" 5' iJp1DERGP,OItIJD SERVICE (USA) .. � �l HORZ. 1" = 20' � ;:. �,�;'Oln CUTTING UNDERGROUND M N v,rnr ,�. _ �... unR7 1" - 00' IITIIITY IItJFC IT'C (C)CT1Y . I . . . . � I I I I - . . . . . I - I . 1. . I . . I . . . . - . � , . I � . . I . I .. . . _... . . . . � I . . . __ . . ... - .... .. �..........­.. :5 E, WM . ..... .. . . . . . ______ - - ....... .- ...... _..... - ... . . . .. . . - r- I I ._. ... � _.... . ...... � . . ! . . I . . . . m . . . . 1/4 OF SEC. , '.. 2..7 RNG.��.... I . I 0 n .......�.­ ... - ... - ... OF THE SE ­ . ...'.., � . . . . 0 . ..... - _. ­. _.1.. . . . . . .. . . . PORTION . . � I . . . . - 0,1: ­.­ . . . . . _.__ . . ..-. .. I . . . . . . . r I . . . ..... 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PW4 I I T42 � 9 i I 10 ­i��g",- _W�t, . / � � ,� _' ' , . / - : . . . . I . I I I I . */ � , r . . . . .. . . I 11 f , I � 'k. ��,�,�,,,i, . * 1 " I ,1: . . . I . . - . - . . . . . -1 . "' ` 8 . , , " \ . co . . . . . . . .. . . .. - I .1. 1. - EAiMkN1j . I . I 11 ! I 11 , " I i b6d 1 - - ,, �,. . . ,� / -- 'A ,j . . . . . . .. I i"' / T�31 It - . N . . . . I � "I ` ��,�,"", "` - in I . I I , T3 71 2 1 1 � � 1 1 1 - � I't . // # T81 T80 -­ . .1 . I - - . \ ' '3"' "I"o . I . I . � P . 1 1 0 . K -) � )1;45'1,!-,��?�', _,��. _)� .. I . . � I � , . . . . I , . I . ----- .1 - 'j - I / / / " , . / . . . - ES I -1 () tit ) I f I I � \ . i�,11 . / . - i�, /'';/, / ,i��, . / . - . . I ; ' . �,,,-��,�� q,y � ,,, . I . . . F I - . . T13 . . ' 7�!F �..,�J,�-_;,1; v *` . / / - / . , 44 1 A , 6 �e z . . . 16 � .... .: , . . . I -- I � . -, %% ',�.i�,., � , .../ - ` /.: � - .A \ . . / ,/ I . . I' I � I, *1 / T6 _ I / . . m ­ I , I ! .. T55'- / , -,,.,- I � / FEP I- . : �.-',�I�vi'�,� m � . / � . . . . . : . . - i .­� D I I 11 I I I 1i � . � r � ". I a / /.. , � / '0A,1Ir ,OUS TFEL . ,i'*�l',"".ii.,��,�,�,�'�""".7.1 . . . . . 1�1"!"`i�,,,,` � / � ,� �,�,. - " .� . - ­ I I 0 . . . . . , �, T6 ­� . . . . . . � . I -0-i iz I � / � I I [ 1: .30 " FIR FIR . . "_%, � I ,*­,_i I . � . . . . . . , � ­­ . I .. /' . / " FIR I . . .� . � ,-N,xi I . . - .. - . ... '' , '-, I I'T841'-' I t / . T68: 12 ... , . A . . i t \ . . i;t 1 �i`l ,.: / : , . � . . . I \ % 1. 11�il", . / ., I 'i . . . . . � � . � jN.,,1 � . � \ , \ . . T34: 24" 7: 20 " FIR 4 iIII- . . . . . . T-_�_ . . / � I . I I � T45 * � I - ' ` "%�"",. (,,�o,,-,.i. I.. f . T86 I __ \ _� /. 8 " FIR . . I .. . I .. .. . / . T1 4... /- - -.. . / . . . . T .'.,',,�,!�`�-...,��,\,, I 11 , - I I /- . . . " 12 -�6" FIR (RETAINED) T-35: . . , . i _., : . . .1 . - ., .1 � .i - . . .. .. T69: 8" CEDAR - - - - --- - - - - - , `�;,_,,, . . - .. C) /.,. i I . I � .... �Z � / T36: 8 FIR - - - - . .. . - .. - - -, I T8 # � . � ; I .�� - - - I - - - - - � . . � . . . / , I. I T41 I � , I � . I � . 11�-�`�,',',T��`,,V�,,, .,-!,.,, I - , �j IZ51 _. \ . " f - 3 " FIR (RETAINED) ... . . , _ . . � . . .. / I *- I -�T � � I , , * * , + (I I z . . . . . . . . I. - I .. � I . T82 � \ * OECIDuous TREE m � W. W , .. : - . .. I I . . R T INF T39 I' I ( � i W I T67 J ��--��,�', -i- 1� 11 / :_ I /*1 ': . _t I . M LLJ I . P - . t / . A , , T33 . . I , * I I , - , I . - I � T43 + ,I � I I T 9 7# 1�� 1 . I JA � , I . . I . I 1::. � I I . . N . . . I ? -I:- . . . \ I/ .. . .3. . . .. . . w . ... . . . r1_1 . /' , . I T53 , , "i �, I 1�11 I . , . \ .. . T70: 20 " FIR . - I . . . . � . . . . , I ';." �` "IA-11 .i �.. . 1 ,-'6 . cu:)) V) . . . ..... .� - - . ­1 / . � . . I / // / "'. - . �. . FIR (RETAINED) T37: 14 " FIR . . . . , . - . . , ., � . Nt . . ?2" . . . . / . lk . /. . . I I . . � , �, I - I I . . / -, I � � � : I= . I I I � ;�,,-�',�'.T" I . . % I ( / . / . / � � I T68 'i"i . � � . '1� . . . . . -D i - I - _. . I - � �, � � . I I I tba . . ;,C,N�,`,,,�,,�,!"-V�,l T85 . . . � . . . . � / , T71 � 28 " MAPLE : � � . .... .. . . . ... .1 � : � I 1w . ,.,',..�,,�A� � . . * � / / 11 -) - I 6 " FIR (RETAINED) . - . . . . . . ! . il .1 ,0;,­ .�". -) . . . "l, ­ - . .. , . . . � , ��,� . a - . . . . . I I . - � I 11 .. . 11 // -1 T72: 8 " CEDAR . . I I . I . .. . . : . . . .- -I ... - I i . . . . . . � I - I 8 " FIR (RETAINED) T,39: 14 " CEDAR . . . I I . . INI ct. I f -.1t,", "". . . I * . , . / / I V/ , 16 'IR . . . , _T . �-, - -­ - I . . . . N I . . . . - (I I k 'A I., _­ - , -,,O�"'i�'I'- W.,If ,�-- ,� I I . I -1 \ * \A � . .1 ( . (RETAINEV) I .. . Co . , ': ',,� . \ I \ I . 1�_& : AIN , � i, . . � . .., 1,��-' . I �'l ,._ I to `6 - - T73: 8 " FIR , , -, ", I . . . . . t -,, N 1, . I ..m I # z . . . q I !�� I T7. T. . - T30 I j � � T17 � 1 ! � � � / V T38: 21 " FIR - � I 31,�,'.,,,',i0,,v �9;2�#,�,', i . � >_ . , . - __ 1. '. I . [� ?�IPA'CIE ,L I *1 �, - I �, "" 11 11 . w -:5 - PIN i � I � r, N. ,..� - t&� . � . . _. . . . jj ' c� 11 MENT . t * ;; * ' - ED) . . . I , � -_,.-I��O�"'-"�,R C) - cc I __ w D � _* - , % . � I . . / - - J1 1�, q - , "-- ""'! -), T5 . , . T69 ' .- -, _�,,"" - " T88 17: 8" r T40: 26" FIR (RET I .. - . C() (\ cj , (o .,.) c) ( -*Ii- .,- I I I F ". ,., ­ �, i � \. ._V7. . / i, / , . - . - p -- (-a . . I . N . - (,\) "'q � f.) - . . \. I . . . I '. . �,-) T4 1: 14 " ALDER . . . -A . . . I . . . tz'-� . . . - , / . A . . . � -­ - �' , . . . . . . . _. - ­ ��,� !"', � . . - � . . / 11 . . . ;�,,�­,,--.�� ,:;6 1 1 . . I . - . .. I I I __ - __._ . ,,,, \ . . - . . � /.' - ". 7.. ­1 4...A " . .. 1": , :.-, . ...". ...: ': . . A i ) L­_ , , -\ - \ . I (RETAINED) I / � i . 4___.L_- - Ov ' I " - �-:. �:.� 1 �! i­` .. .­., 4 . .. �."!"",�",�.2'.�,,��,!"",-,..--,�� I "��` J'.l . � � . T90 - - . . : 20 " FIR . � . , R", �'.,.��;,,, 1111111111111 . . - . . ��,..,,... r. .A.. A - �: . 11", . , , , _ �1_1111` . \ ,-,I \ Q) /. / �, � -IR (RETAINED) � , � V. . " - !-'. , , , _� 11 - - - I . I . R'. .� I `�U TI I ' ' * - . , , .. I . .. - - - - . I . .. "' - \ - I I,! ,c . T76: 22 " FIR . . . - � I .,.!c---7 . - - -' - -.' -: 1 % -,, - ( ,� i I :,, I : 4 � �; �,fi,t-�L�,�,,,tl�ll'i'�l-k",-�lI . , . A� .1 uA : (5) .. . \�\ \ �\. 189 - Q) I /0: I I 03 1��. . \. \ � -_ _� �. V-.,,,/ - . ..� C5 . . . . 113 I US I I qi� a , �,_-",�`��111 ,-z. I . . ....V- � - . . . - sz:) . / / / ,�) ) . . . "I I �\ 11)� - . - � r-�- 1) - I I 0 - : . (7� .... z . . I I � 1. 11 - Ill', K �.l \ . . 11 ! 46 � .t i: 11 11 I RI -I. -I, _NI�11`11�_%`f , . _IR (RETAINED T44: 26 " CEDAR . . . . . 1_� �� - ... . - .! i I . T/ _U � 7 v M-)- 0 � I 1 11113�W,,�� ]O�Ala", 11 - - i; . I I I: 15 " F . . . . I� Q�l . I I I 'I, 3: LU \\) . .. 0 L. I . \ - , T77: 2115"MAPLES .. . "A - l­"t 5��4 ��/ N . *i � � �m \ I \ - / , ) 18- '26" kIAPLE (RETAINED) . . . _sl­ _-, i - . . � Q) .� (' , �, i . I - W (:) . . . co I- , V_-, 8 .1 CS� - ( 0) - j ,0. i T5 7 %\ ""Al I . `61,1��p'i '--�,,�"`��N,;`A,' � A :. T74: 8" CEDAR . 1 . T6 ' , �,,,,, \ . . . 5 __ .q L0 I : t& . I . .t I 4. � _ yj .\ . .\ ... . * - T75: 20" MAPLE .J �- . . . . � : � .. :. I TA f3 L�2 - \ \ / I 7,13 T42: 26" CEDAR - - T4,3: 20" CEDAR li z : . . . . - J.-I ­ 7 -i , . . -x;-. \ .\ \ .1 . � (1) I . . . . . I . CA .. . 1j .1 'i�,�,,.imy,; --\ � � I cN, / . T78: 20 " FIR I Uj I j :­,1�1-1�a,g;4 �.,_p 1-- ­1 - - - // . I ' ,­ 7 .; 11 , , ,�:,�!.'."I, - . . � 1. _� . .- / .� ..� 1. __ ­`,;--.­ *1 - I \ .. _ _. ..".. 1� - -) -,I- ) . , , , . k� � ` `­�` "' I I , , " 'VI-P, .1 ., ,., � � , .. , . I "':1 � . I ` �k', - . !-,-,-..­-- , ". . -7T-7,-.-,- - . . I . / �,,�) -1-12- 2o" FIR (RETAINED) I . C/ r. ,8 11 ., , , \ �, � - . ,� \ \ - T79: � > � , \ 7,�:7 i% �_ " , . .. / T45: 28" CEDAR I 1i S: .,�- SQ. FT� - T50 � - .. " - . . � � i` 'J08 . � ­1 j , _ �4 L'-`k!',� ,.* 77-77 _\____, � . -2 ",� , - - -1- _ ..! , .­�. _IR ­ . . . .'' , j, .1 �: . I I : :. :.. I i I I . . . , I ... : -'. / _/ 3- . I I I I . . . . . . - -, , " . . ) Lj . . . H - .. - i 40ma . . I - � ., ''. )I ""Il .� - � . . . , . . . �'. - , --­ ­ __ - � .1. �. �, �.,z I \ . S- / - , . I . . Ill- I . . . t - 1. ....._., . . - - 11.101 1��..A � JTREE' TO --- " � .'\ . . I i4: i2" FIR (RETAINED) I (,:,��/ 1�1 - . \ r . n7- 6, n%:: A - \ ? ;:� A� - � - ,,� � A rp-(� I - , 'I i , __1 I �­ I . 7 J ' ' eA 7 ) 15 " F (RETAINED) T47:- 40" CEDAR T80: I 0 " FIR . >_ � -- -- - - - - - - - - - - -- V'-�z - . . I lil�'11, , - . 1. . . Lw_ A v �. . I .� . 11 , il. 17, 'U, fi, ;.1.1 11.­�­ i � , _ 5. .-, -, 16 " FIR � . . - _* I,t, _,', !'�,ttm � , , " - Q0 , I " ", I. -I, - z , ,\ - I-li�,i��lle"�.�"I-11"���l'i.1',�'I'll';�,'�'�"�I.'I . T464 ,30 " CEDAR I � . . 'i" - I �..,.;. - �_.,,. 4t n..T �., , " , ". - . . � r_ . . -1 .. . i . . 1� � � "i �.u�,,,,� I . _\ \ � . , . � , . - _�. .. . . . ., .. - . �, m .�', 4 . . . - : , �1 ..�, . I . � , , ",��.m,/ ­�,, i!-`�.em_ , I / / I � � _� ( . .1 -1 q �,,,,,,i - - � - ,�._ _....i ­,- .:. . �1 .:. 1. I . ltw- .- - I... .... * -, , . 11 \ \ ___. -/ T8 1: 30" MAPLE , , . , � U) v . . . - . .V a) CL I \ .��,11".,������i�.,���"1.4"-""., M�,,11;-,f�z�-Y- , .� " . .,� - %) . �,', ,,-'y "�P-� , T9 V . .\ . T48: 30 " FIR . . \w) 3 r_1 co . . . I 13E� I , � .. ��_ _�.-,,,, -"g.'g i�,,,e�,,,�,�§�g� \ . . . i2 i% " - : : ... ,. ­ \ ,� I , 1-1 - I . . . . . I � � , I ,� ,; �;. I . . : -. -;�; 4 z, U��z -�,V�Qi",";i..W"*,� rxl'.i"-,g�,,� 1"o"t"�,""""i., I .. . . _/6: 11 I ; .- __ __ , -*..i�;,$�,,�_-Ji , g , , " . - - 2" �, FIR (RETAINED) I _N1 . \ . . . 1-11, - ,v " 1. , I. , , 41 't`�*,,,V`11 �4 k� 115 Qj I , ,; ` ', ��, Yl"� . q: , , T91 - cl� Uj �, V ­., � 3' , WE R&A\IN T82: 2128" mAPLES Uj 1�1.� � I " �1�',!,-1 "A ii,��,! ,, �� . �_ i.-�,� I . w .,-..� - � P� ,;� - I ,, T49: 30 " FIR � . . . � . . �� \�< . � R TNI 11 : - i .: ::' I -. ,V7 .1 i . �y � -.,,: 1. VS_�V,P ��;A' �'�..'gill , � �­­' . .. . I / 1 12" FIR I T83: 9" CEDAR . . . - . . . /\ . I I I 1i ­:.L . . '/ / ,,,-' . ,�- ,34�,�, . . . . \ . � . . . . . \ .... . . - I . .. . - - - " MAPLE . . . . 3 .. I % . � I P. i _ N­ ��, I \ \ \ - __: T50: 26" E I LIJ . \,\ * , . . 1�_3 - . \ . . . A - , - I : I �0,1�,. 1�­ - � - : :\ \ : \ . '" - " - I/ : 110 1 FIR (RETAINED) � `�.'�_._'__ 3 . \ ... a, _�11 I � , ­_ -i 11�1 \ T8 4: i8" MAPL - - , , " 1� d�,`�i,`,i� .,�,Jij " " I - zj . ; , Jl`,,� -'�, -I- � i "I . ,M""'Iell'lf'a I , 1, .' � I - � � , I cc .. . 0 . . . . .. "c' > *\ - 0 . I . - v__ 07-a- . . I � T49 I I _A_.!_.A ; 1q:,7'ye.&,,,,i,,,,� I,- ,,, , : . .11 ! : ' - - � - % �� , - . . � - ,.�. I , 1 -, ) \ . / 1. . ,k) - . . _411, _- �71"� -, \ �\ ... itt T9 7 . ; . I 18: 29"vpR T5 1: 24" CEDAR . I , , � I t V, . / �, . .. . . . � I_j_J\ � \ "', �. I ,��, !R j,��, \ \ 19b ' / / , 2 " FIR . 1. . . . ­_ 5"', �. 1, I ! )i I \ \ v .. \ . \ . 1_..�. . . . 5.: 2 1. . _-. ­__, . I . - . I � I I . . . .\ - � I I , � I - .1 -, ro"', , \ . - v . � .\ - - - `7­ /' --- . - /,� T86: 20 " FIR . �61 " I . I� � � I I I I.-i""11, �,,,-,,-.-,, ��,� ,� \ . . . , , �. 1. !� Tl�', � _� �-, --, - i- . �.-,����,�, �� I _�b) z mtPLACEMENT TF EES ; � I '� (RETAINED) T52: 18" CEDAR . T8 . I . 14 .. .- T.--j �p ­z. \ a.-. � -, �-�z�' . . . i : ! 8` . . . . .. . .,�� . I V"'1111 .. . lm_�__ __. - ---�'. �1/ / . '. .-3-1,., ` . . . .. . . . - \ '. . V I � 'I I i � � \ .11 . I ­-, -', - I . - - _ - - 16" ' (RETAINED) T5 3: 20" CEDAR . . , . - 'IT 't I - I ; ; � - t \-.. I 1. I 20 i 1r\ . I . I \ . \ - -.* I . � � . . , . : / I I . *\ 1* ' -` ,,, \ . . . . Z� . I . . \ - .�. I . . .. , -- - . I - 'c', -,� . I I � ..�,. % I \ t + . , 0 i-,o�,*�",-�41 ) .. . . : ',- - - I . _21- T87: 28 " FIR I C) I .. .',_�. \ Ljj \\ . - - 1� I � SPLIT RAIL � ,�� � -.'\ .. a- PT =�,\ ., ­ 7i`,",� i- � \ , , - . . �, I 0" FIR T5 4: 16" CEDAR (RETAINED) w __ . . \_� \ \ k � ! I ,I t I 1� I Ij­ - !�� �m \ , . . . . 7.--� - -- - . . . // .. . I . . T88: 22" nR I . - ' * � "-I 5 N .. i`4,'�,,�� ­­%, " . - . \ . .. -..-- � '� __ I - ­�'��` - I T98 /" . 1:. _10 " C'UNIPER (RETAINED) . . _' . . . � - " � �'�,_`tkl�'W`/',, ... , \ I \. . . .. . . -- I I - ' ; 5 . � .1. I .1 -1 � ,_��?. . .. I � 1, i ' 4, zz', \ :. \ \ I z . . - \ .1 `�r 1 I " 1' ��I'__�_ -Q��V_ , . . � - 1 122: ' T5 8 1 - - - - - - - - - - - - ___ __-!.�_�'7 � . \ -\ - - . - T -\- - " I �� . t I -) I ---_��, FENCE'� � � I " t.'11. T55: 12 " DECIDUOUS . . , - � I . ��7i_ . \ . � ... T89: 32" FIR I , . 1�' __ - . . . . � \ , 'OPEN S A/- '11717 11,"t _,�, �!", , \ \ ... 12-35- 9 " (3E04R 6: 12 " CEDAR M g \ \ \ , I\ - 'MrIff, \ 1 t I � , � I 5' �, ; �_"i"-; � .� , . . \ k � . � . ,'�, ,,,�f", 'i!:-, _1� . A � , . . tild 1� - . � . .. &'GAP - , '. P CE� . � ' 9 � ' , _` .. `,2 . , \ � . . � . I � . T5 7: 16" CEDAR T90:�_34" nf? ,ij I . 51�?' RE13AH T , 1 � -"�, - I 6 FOUNO . . . � \ .-,...-.-] � ."Nu \ . . I I a 04 , . 0, , I \ I � � . T48 ( I'll --- -.--- , / - . . . . I 0 CD .\ %. . \ \ � . � �i ffi� L \ . S� 11, - �� �"'._hl, I-P��r - 0, - . . . . ... _., . . . . . . ,� 0 - T - I � \ �L I \ ! 1. \ 11 . 1.". - 1 g - . /* . . -- i)al: ,6 " E0AR T9 1: 19 " FIR \ " ; t �f�V- I I . . . . . -,r T58: 20 " FIR , IIIIIIIIIII )I . A I \ I I , . , ." j , _� � . . - . . � . I 7*1 -'A . I 'L-,� .. .//� . 12.-'-: I!R I I - %" - __ , . . . . I . ) � 11 U E. . . T59: 19" CEDAR . T92: 24 " FIR . . - W . // -1 . : - D7� ,. �_ j \ \- \ \� . e. . �.. . . . . -L T93: 22 . . . . . ;,r--,I,( p f. * - . . % . . . . -C 2" CEDAR .. LI) Z 0 . . I . _. . . \ \ 11 , I % . C) � _. � � , 1. - � , �.: 7, � _", " -, �Ii; " � \ . \ , . - _______1 T26: 2' . . g , � I '� , 1, . � I ': ) =' 'R\ ' . I ��.'� \ I >� it) ... . . . � . . j - g T , I � I ).�', ,[,�N .* 9 . - . \ ) -11 t , \ - �, \ � i � I � - \ . - - , 'y" ,� �.­:,.`�Ii \ \ T95 . . . _ 0" / . , , - \ - k___ 1 14� . � . 0 w Z 1. . .1 - . 1) ,/, � "I I \ P& � Sk6,E \ - � _%� I I \ \ ,I ff) k " L. \ T . , , - -L, " . 34C " FIR . - - -2 -'- 26 " C' .'A c' . - . , '. , T60: I . - . �,! .- 1. . I - . - . k�.! _. - � ,.. -) . . . - . , 'L� -," ,-, I . I . . I . ,_ . I \ I , . P 1) - � . - . I I 1. . I . \ I _.) �_ i % I \ -) � . . - �.: .,) I . . . . . . . . . . . �. . - . T61: 14" CE . � . � . -_ i . , \ I % �. . I ; . I �..' ,.;1,,7. . - \ , --;� ; '-\ .. . _2L _`_1 - I L., P_ EE! % 13 ... I , . .; - � � �.. 1_' \ , \ ) 5' E3SBL\ � . , ) . : \ 4- -DAR (R, 4) �2 . ", \ . ;,�.\-,.�, 94 _t;� . . I . �: . � . �N_ . �. �.. � 'V i- \ . ". \ � . 1.* � . ETAINED) T94: 8 " FIR , I . . . . I , . \ I .�:__ \ ,­j . , AV . w . - . . � I I 3: )2 " DAR . . . .. . _. . . . . I � , .. A -I- - - \ \ : , I �­ -, �, I . 1, . I � .11 0 . " ­ - .. � " CEDAR (R T95: 42"MAPLE .0 P I �'i' � " � i\ �. '. 9 - , - � . _11` . w . , % \ \ , . : � _. - "I . T29: 12" F \' . T62: 8 . . . i A :� .� � 1. .1� , .1. I I 1. \ . \ �,m . .... , . . ETAINED) I . . . 1�c __�,�_ � \ . T96: 30 " FIR I M ::1 � I . . . .. 1-1 - 'I - � � /� \ I r . \ , . . 1�1. . - . � : . *1 F � . , V . \ . :11 �1k""','A,,,',%i,�R_!- % " I V . . . _ . . . . . ,L_1]__-._L)I --- - . . ­. .. � . � )J _/0 1;� a . - Z . - _\ \ �_A \ � I - k . '� . \1 - - - -- ___. [.�O- I k . T63: 24 " FIR . I I . - E . - . \ ;! :1 Xn, i I -,.),' % I , . V \ �', � \, �___ . - � . ­ _. R � . . . . 1. I . . A \ � 1, �x � \ � . "(:. I I , . . � I T9 7: 28 " F1 (RETAINED) I � � I -�d 0 . . . :..�. I , - I . _. \ i - � I . i �_ I .. ,� . -- �_ - .. , I . . * FIR T64: 24" MAPLE 0 - w . I \ . - -1 � I 1. \ \ - . - .. � - � " - -IR . i - - . , . 11, 1, �, I N. i.. ml.. W\ _\ I X N - ': % . . - % I .- - 11 , I 1___�_j \\ \ ­� , ___7 . -- . -­­'. . - � -i T9 \ . I k 0 1 , !1 � .. 0 1 1 \ : w - \ '\ X � \ 0 I - . - I .. 731: 22 " f )) I . I 1\ 1. I . 1_�?o I �� 1 8: 26 " FIR (RETAINEI � - . � �1 - - I - - .. - \ I I \ . _­­­­ I -1 .... !­ - ....... �­,:­_v_­z_.._-­-�- I �_ � .. \ .._._�__.__._­__.__­­ .... .... :�� . m . ­-=- --­­ --- I 0 11 LJ x - .1 - I � I ­1. _. - , -- . ___ � � � ­­­ 11. I __,: __ ) � " g " 11 . \ \ __ __ � �.. 1 _2�,. �--\, ,4, / " - - __ , W .... 1_14oL, T65: I I " MAPLE 0 1 - � - �-_7 . __ ____r, - --i . - i - 1, . . -_ (RETAINED) i7� .T . . - . ., \ - \7"- , --- - . ._1 ­ - � Y) .1 "., � - �: . ,� . : .1 - � _. .Z� \ - - ' FIR 1. - , \ - - - 'I\- .. v . . - 16 " r - I,"__ . a : ,�� ­ ; , . ; I ! ..,. . . . . .1 . , �- . ,,It=/-, � f;� k . I \ \ 7 " % , ' . . ) I '. -_ N88'26'j8 ' ' \ - ,,�\ � � _� � . - . � ), 1.3-) T99: -30 " FIR M W :: . I i . , I . A '� _. .: 1 . ,_1. - \. i . 'A 04 7. 1,i_ , 1. , , . '� '�. 'I _... .1 . 4* . \ 31 7.02' ­ . - W 5 15. ��' -�, "% . 2,1116" , , ­4 , 11.1 . I'- . \­ --- ___) . - � A I T66: 10" CEDAR . . - I 05 f � ; I , . ,,, I , . __ '.: 1- I . .,\ . I . . / " f w j . . .- %, � - - � . :E ' %, �...,-�._% I ,� "' . . . - - . / I � N � -a . .. �! . I I \ � � � ! 19.6 '' L \ .\ "' � \ . . . I .1 . :. . � 1__:,!�. \ , S. LINE, N. _207', S. -.5 ',-��.­ '1_-�- ­­.­ i.,_. � � _'. , I :..�!�-i `J . / / 11 . : . - - _,�p _ _ I ­ ,-A, - -- / .. - � __,_11 ;4 V) 4 ; . . � I \ N\ �, ­­1�1�j _y­­ , , I , I : I x__ � - . . , � I w �- � i i . I � � i \ S Tk \3 +�3 )4-1 1 1 �_ J. k `­' " .- MERq �Y-VEHICLE GATE - / I ! . . - _. � \ - 1\ . I I :1 � _- - - 7 . .. - I , . . ,/� ! . - - R� SY�TEY - / 111 I �p T`ION REQUIRED --- . : I :( \ I � X4, - I � * r _* 111-1 1, , .-� ITI. - '� - -_ ENTE -) � ,"� '0_ :: \ ..\ - I I . I I - i . . I v , �, I ;\ '. -, .. --. . '9 � A, Q) " I . .. - . --L ,. . \ �. -.1-'.. - �) I �-j son i ; . : if V . - \ v- -� -) I., -1 �, ! . \ ..'' . - I . 30% TREE RETEN = 24 TREES - . .: 1. I " � �_ \ V - Fl. , t :� , �f .114, - ,,�....-..." , (Ic = 25 TREES � � . . A\, c � E ul t . \ \ \ . . , . I ,� � . . I A -) , . I . � k . . � 4 1� :� . _,� - .. . -_ . i . , . m - . . ,-, , . ', q % . - . .. . ki . . : . Zo . � I � ,.. .. I \_ . -1, N - . N .. TREES TO BE RETAINED m 0 . I - \ . � ..- . . ; w . '�.. 11-1 '. J� t_­ :,-,._1 .. . . I . '1� -� '. � I \ - (.-A . . . 1. � . v \. - , � V N __ . . . . I �1, - _�_- . Q) T REQUIRED = 1*6=6 TREES Pq I . I, * 1. . \, 3 . . _--� ­- -- ---�­ i .. . I I..." _%. ­1 I 11. - / . - . - . . `z, . \ It \ I � X-5 . % I If :'.1,­... . . . . . � t I . . I '� \ I I I . - 1 .1 . . . . . I-- 2" REPLACEMEN . ca . F .1 k .. . � . �, -,.:-I. . -- -o - .. . I _: �-,, . [(6) 2" REPLACEMENT TREES . ,-: : - " , r \ - \ U� ; . . -1 i, - /_ . t I . . _,, . . . � :_ 1::, . I .� ) . I `__ \ ) \ i. \ � . _­� - �:fl) 1. i . ­ N I .. I - J. //,.., 11 :. ,��: . . . _6 REQUIRED FOR . . .. - . . . . .. 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I . . . . . . . � 11- � - ,,,------ - - - , I . . � . ____ I . I I � _. �� ", - - __ - - ­ ­' - 1. . I . I . I . _ . . . . . . __ � . I . I -1-1.1-1 � - ­ I � 1- I I ­­ �­_ A 1­ � � � . � . . . . . . . - ___1 I - - . . - . . - x", - ______� - I _. ______________� sa FILENAME 2586-002 XREF: f PLOT DATE: PLOT SCALE: NOTED PAPER SPACE: YES STA JOB NO: 2586-002 CD: MSK s G:\2600\2687-001\dwg\2687-001-ENG-042709.dwg 05/04/09 02: 44: 39 PM PDT - - - SURVEYED: - SCALE - - - -.a - .I VERTICAL- NAVD.11988 HORIZONTAL NOD 1353,/1991 - - - - - DATE: - 04/27/09 _ DESIGNED: a 1 ' =30 - - W O PARK 3 REVISE LOT 12 JEF114/7/10 WSH Baima & Holmberg Inc. - ■' OK: 2 LOT REVISIONS, ADD ROAD TO NORTH JEF1 11 10 / / DRAWN: MSK ONE INCH ENGINEERS & SURVEYORS ROAD PROFILE°RA�No: PAGE:-N PAGE: - PR 1 LOT REVISIONS, ADD WALL DETAILS. JEF 1 23 0 CHECKED: AT FULL SCALE 100 FRONT STREET SOUTH ISSAQUAH• WASHINGTON 98D27 PH. (425) 392-0250 FAx (425) 391-3055 2687-00 - WSH IF NOT ONE INCH -- - - - - - - - N0. REVISION BY DATE APPR APPROVED: scvE ACCORDINGLY SHEET:. 0F: 3 5 y o o� O to CA + 230.3 0 1STA: OD 0+00 ELEV: 230.0 0__-� o O N 0 o T O o CENTERLINE STA. 0+17.3 OF S. 192ND ST _ EET . 1 =EXISTING E.0 P.-ELEV=232.8 O \ 1 CA N 329.1 0 o STA. 4+83.92 Z STA. 4+75 I END. ROAD 1 ELEV=325. 329.4 �. 322.60 1 \� X 1 EVC J 4+17.92 : 319.39 EVC a 328.0 0 317.78 0 Y a IX STA. +67.92 RO h STA. +39.24 R0 � `z' ELEV= 15.77 323.7 0 315.14 10 Iz I, ByCS: 3+1 .92 BVCE: 314 89 321.8 I 1 315.07 o M =O O /VCS: 2+75 a n 0 VCE: 315.32 D <_ 0 / / ;r o m 0 0 it II Fr- 316.8 0 N < 315.42 / VCS: 2+25 " Cn VCE: 315.24 / 314.3 l 314.91 1 314.7 314.25 1 i EVCS: 1+2 EVCE: 313.92 I 314.1 I I v, o 313.49 1 i � 1 I I BVCS: 0+75 j BVCE: 312.85 I J 313.0 312.11 cp o�S 1 STA. +15.8 EXIST114G E.O.P-. 310.7 1 1 1 ROPERTY LINE 235.74 1 IMPROVEMENTS 0 1 1 I t + 238.4 1 1 0 240.24 1.. 0 1. ni r0 -- rn O X.0 M Ln z it D 244.74 1 A.% - , rn II c: cn m D B, D A co it II D m C4 < 1 1 I 1 CD CDoN:�rnLA II 1 cn w io + Sj1 cflNV� 1 o 4 + 243.2 1 o. 249.24 1 rn0_ 1 BVCS: 2+25 VCE: 251.49 1 245.7 1 _ . 25STA. 2+76.92 253.87 O PROPERTY LINE 1 o z Z cn m D ' Frl ' rl p < !! � Q II m �1 :* ?'8.2 O � 11 W + o0 259.37 1 . a, II o GI V' P W 1 1 \ 0 (0 O(N 11 0) PD N > \ 4� 254.5 STA. 3+3 PROPERTY .40 LINE 265.87 _ M �70 � N O \ \G2 \\ j D \. EV S: 3+75 ■ ) EVC 269.49 u u � 0 o D4� V 263.6 00 v p 273.24 \ \ oA o Frl \ O II II l < D \ ■ cn cfl v w o 277.2 ry ul 0 280.74 \ z\ \ + y� 01 288.9 00 288.24 \ \ MLEV= 311.1 - \ \ V O o296.9 b N O \ \ \ 295.74 \ � 1 x � ;I \ + 301.8 0 303.24 \ BVCS: 6+25 308.9 \ \ BVCE: 06.99 D D .310.33 m 0 II Ii < D C,a { 00 + 320.5 00 314.58 \ _ - 1 EV CS• 7 25 . 323.8 0 REV STA33 9 6.92 ROAD B= N N N w W STA. 7+39.24 ROAD A o OD 0o No ELEV=315.77 00 i i I y i s N w r O l.� Y l� ti- - m� I N I I V V V f�� I-1 �V V �V Y N :�, cv r'. 1. p 1 (0 �- � C( iv �.\ 0 "�, _`. \J <)� -) (� , N r 'I \, ! N (L) (" 4(i ( % '�,J .. - i O 1 - O �r�,cl 6 f>> ' 1' c� I I I ', o. (x� v O �'`.' ':, t O 1 (L N ;., x Q (1� l c I V -, . ,,, i. t J , )1. O f� � �J ._J ,:. •J:. CO. C � (1,';.>> Cl - \ � FOUND 5 8 REBAR API ( I `/: l t L) j M ( .kc; Cal C 1 r j f� ") » - CiL C, Q, �, FOUND 5 8 REBAR &� CAP ,`\. , CP8 23 0 I l 1 I ( L N. LINE, S. 25 S.E. 1 '4 / I I i I I , \ \ \� \ L 1 I / s.�. I/4 I I I C ,\ J, i` 1 i I I , I I ! I I I I ,�.I \\- a ---- -----= 0 ES 29537 0.39 N , - - _ r1v�_ I I I I I 1 88 �6 '38 ,:E 526.45 ' . I 5'� ------------ S I I I & 0 1 E. OF PROP CORN II \ i I I T62 I \ jI \', W. 79 ' (\ 1 I Q E. LINE, I \ I ) T10\ T56 i I r I 1 -\, i I I O ( I I I j ; , /� //11 ��I� )\1 N S.E. 1 4 S.E. 1 4 I \ T11 I + L I \ I I ; I I I r ► 1 o /'' I I o .\ o L L ` ' 1 i I I t I I I \ , /- / o O I 1 O I I T64 0/ l L l :' 1 t }• PER GENEUA COURT i ,.:\ 1 , I T35 T37 I T40 I I I I r I I ! ! T77 / / / o / l L I I ; I O I T75 i ,� / l l l ^`° T I9' \'. :� 4 I : L. 1 ° I: I I I 1 . , T54 ; I :I T61 I: I i T76 / ' T78 l ( \ (_) T 12 ° T42 T63I T65 i ! / l l \\ \ ; a l T9 I i 1 I I i 11 i I I; I T74 ° / 1 , z I I I I L j ,/ / I. 16 I ► T34 T38r I ° I . // . , /r / / /. / O \ / -' , 1 I I T 13 O I ; O I j L O T44 ;% T60. / I 0 1 T73 ,. ` , Q W . ) T83; / \ - G. C.7 I 1 / o T39 I I° I I T55 T66 I ,=,` / I , , / ; o I 1 I I I / , j / \ I O - ----------- --- �' o T14 /, l 1 I - - 1 TS T43 T45 ' I I \ /' 172 , T82 \ / `, r , / T33 I i O , I I T67 I I / , ° Z 1 I 141 I o 1 T59 \ I I i` / I I / l T84 j \ o= ! / I I i T70 o ® I r T 51 I l I I I I I i I T53 I ! ! I I ° \ 1 I I j_ T86 ° \, ,i J I I T30 1 , J ! o ,. ° I 1 F- LLj T7: I I I I I I , T�2 I T58 lI I I I ; I i T87 / V� ' t I I T29 , Q c,, ►! / I° I ', I I i , I T4 7 I I o T68 I I I` �, I / o o I �J (,\. I , I ° I I' I I I 1 I I I `p O I T85 A#% J I T 16 o I o, I k. o O I o I ( . *,,,, 1.__ I R ca /� '\ er r T6 T28 I m c" x., o ,, 1 '' I ) i `0 I I N , 1 U (. J I - ( h T51 T69 _ : , T88 / ' I 'I I \ �1 I T 171 , T5 7 I �_' , %I \ . \ /. ; a�Q% w Q �� I� ; I ° of , L ..I ° C,� � i , \ a �db � .�I Io I I. I i/ j o T56 )LI I I I \ 0 G �C, W T5 I T27 1 I o I 1 1_ .. _ .I \ ' . \ _i C, N IIoI T31 I ; 1 1 ..-- I: I \ \ - _ ---- I �_ ;' Uo� W Z - -- --�-------�_' d iol "' 1 T32 _I j / 1 T46 I I I I,I,.:II.I(,I_. \ I_I 1 1/11 ¢' - i� I o o \ 1 I S O I, I ,... (.11- ,._ T 9 0 \, / i o - , Q0 I z. , I 1 o T25 / / TL # 312J 05- 9125 I Uhl._ I I i T89 g , / RentOn d \� Ch I \ o I f /. i / 1 t i I \ 1�'' j' ; ' - ��11f1� O \*-, o T 18 j ° T24 108 884± S FT ", , :)r _ ..; / I I I \. \, \ ^� n.g b1 W ® �' `� I T4I I ; , Q T50 i I ,, . __.j. 1__ I 1 cf, \ \ ti T26 I 1 f + .-.. - - \ / -I a. _> . m U I \ I ; 2.5_ACRES I 1 :. _1, 4 h �` .r 1 T 19 \ \ i I - I I I / y1 Slon \� s I T3 I I I I o \ 1 � \ I - , APR \. I I I I i 1 I a.:� /. / 0 i \ \ I 1., , I T91 z� 0 ' . I\\ \\ i I T24) I I I \ I o ° I ry �\ t \ I I I I .; . I \ o0 .\ �i I \ I I: t I , I I I I � I \ ,-,., \ 14 I o T20 ! ! I I I I ` ` \ \+ i" r? ___jzI. \ L I T93�' . \ I T49 i I l ; \ ,( 1 I I I; i :, \` 1 I I I _. \ cJ I 1 I r (� 1-' \ \ \ ` \ all o I T2 \ I I I \ D Z\ \ \ I j I J I I 1 \ T96 `TE, a , .., _- L,J �\ T21 I I I I I 4 , � - I I \\ \ _ I j 7 , • - - \ , v r- - _ _ _ _ _ _ _ - - - - 'r -- -- � I .`\. \ \ \ \ I I I _ . 4 i• I,\ / \,, L 1 \.. \ '.:.,✓ /• Li v IN „- I I I I I I \ t -_ . 04 \ \ \\ \ \ LI i J L i iI �\ \, . C FOUND 5 8 REBAR &, CAf- \ I I \ I = . �. CPS 22330 \ T 1 I I i \ I I I I I \ --- _ Q� w \ I I I \ T48 I % T98 )) I I \ ! \� i \ 1 \ T22 I \ i I ./ / \ \ \ M 1 I / 1 \ - : I 13 1 \ , \ 1 BASIS OF BEARINGS: a, .. ,. \ I I Cl I i _ I / \ , \ I I d I i j \ \ 4 ,, BEARINGS SHOWN HEREON ARE BASED ON THE BEARING xa` •- 1 I I I , I I \ I 1 _ I -._i I � r j \ \ T95 BETWEEN CITY OF RENTON CONTROL MONUMENT ID N0 1872 1\ \ I I I 1 \ �. \ \ Co O• \, ., \. : t \ I\ , I, � 4. � ,: 11 I \ I - ` \ :.1( I 0 • \ T9./ K. �' e c I I I r I \ I I I I T94 t7 \ \ \\ i.. (I AND ID N0. 1227 BEING NORTH 20°09'04" WEST RECORDS w l I \ I I I: I I -; I `-' 1 O ,, O . y . 3< \i, OF THE CITY OF RENTON. . o , , a E \, I \ I I I -. , x �, - - - - - _ - I -_:�! 1 \ \ \ \, \ \ _.. o \ I I- =-,' �.: \ \ , I REFERENCE SURVEYS: \ ++ 0 0� w �, 1 + 1 ; I \ \ 0 1 II , � , ,I . ,. \ \ t \ ROS 1: (REC. NO. 199503301293) VOLUME 173, PAGES 11-14. �, a w \ _ _� - 0 C 0 88111790 GE 243. _ I _ ; R S 2 RE N . 01) BOOK 63, PA v \ _ N 317 .. T 68 0 . I 1 -4.- 0 \ ( cs i \ T 177 I I - F x , 1 ,, F \ \ \ \ \ \ _ N88 '26 38 W 515: 5 xa o T161 , _ _ \ \ \1. ,, I; I T16\ ---- \ 1g fL , .� 1 r - � -_ --- -- --- -- I . i I LEGAL DESCRIPTION: ', o,vl- T 178_ S, LINE N. 20 \ : �: �.._--1. T 167 i \ \ \. / 7 , S. 525 _4 m z o I \ \ \ -- ___. �, , , 1 ` 7 j THE EAST 526 FEET OF THE NORTH 207 FEET OF THE SOUTH w .. I I ° \ , ..") I `1, � T 1 75.- \ \ ( I S. E. 1/4, , S. EI 1 4 v t, \: \. + ! 525 FEET OF THE SOUTHEAST QUARTER OF THE SOUTHEAST m T160 , \ \ _ I' \,\,\ \ �, T 1 76 _ - - _ / ; / 1 I,I ", I, 1, ` \ \ O QUARTER OF SECTION 31, TOWNSHIP 23 NORTH, RANGE 5 EAST r\ I,, \ \ . ` I I O \ , , , I I I � _ i \ \ `` /,F >„ , , W.M. IN KING COUNTY WASHINGTON. I \ I - \ \ \ \ = I I , Z �� `Y..� I v N 1 T162 T166 \ \ T170 \ \, i � \ \ 1� I " , Q _ " t I Q r� 1= I \ o \ v. \ 1 I I I 1 I 1 1 , ` \ 1 \ / \ �> ;; k,- L NOTES: �m rl 1� ° / r,; I `\. \ \ '•, i, , , I I 1 ,, .- / 'i- I ,,,t: T' n^ - - ' .- I I - l o^ O I / '. I `\ I \ ', .I I : I \ \ , ,, i 1 l �, L 1v101+v iENIS L 5T VISITED 1 14 04. T 174 I � 'I , `, r i? f I I � /' !t \ \ r (�/ \\ 1 1 1 1 ,' i\ ! I I i I .; ! / I \ N O , ° `-, / 1 I p ;'� I 1 1 . ,t ; I \ I ,'',.; . , I } .: / \ W ;,.,. .t :-.: . THIS SURVEY WAS PERFORMED WITHOUT THE BENEFIT 1 1. 165 � ; ) I , .. , - I \ \ , _ .,n . �o T 1.59 1 1 T 1 1 N O J / I , \ r.1;._:: , O, I I p OF A CURRENT TITLE REPORT AND THEREFORE DOES I ' 1 \ V I ° ; , i / o ; ° / / \11, i I i \ I \ I' `.:I - \ J, I NOT PURPORT TO SHOW ALL EASEMENTS, COVENANTS, o t T 163i 1 1 ; i (� '• � , `,. '.. ` I I I I i #8 I f _ '`, I `L y CD CONDITIONS OR RESTRICTIONS IF ANY. _ w I I. / / I I / j T 179 ;'J 11 \\ i t I I ,_ ... \ t� I R, I T 173 I ` , \. O .. \ o \ I l ,( I \ cr \ p� 1 1_i / / ° T 1 /_ I 1 I I 1 \ + 1 1 I , ' l / i , , 3 3. THE BOUNDARIES SHOWN ON THIS SURVEY REPRESENT 11 I \ I 80 / I \I 0, I I / I. , .--., \ \�, - I I , I I -I . '; :1 / � , ; r - DEED LINES ONLY, ACTUAL OWNERSHIP MAY OTHERWISE I p r I I III I I _.1 I I I :: �\ Q BE DETERMINED. x; a� / T 158 I I T 1 2 I .' I I I I Q :,. h; \ Z Ln T 155 I \ i I :III I I " 4 - I �,, I II .o - ZV / r ( I ! T181 i ! i I ` I \ I � I �o o \ \ I I I ! � I I I; I , I� VERTICAL DATUM: t 1 o = a O i: T 156 I I I T 136 , o I i I I I I j I C� L D T 1 I I/ 3,« W I O NORTH R A DATUM OF 198 ' I I I AME ICAN VERTICAL D 8. 1. < ,_ � Z I I i \ \ I\ I 1 I I J Ln 1, o I I 1 � ,' I o I C/ N O \ L, I I i k ; o 1 I I I I I -- ( c_ I I \.:.. I - ', O ; 150 i m 0 RENTON SP 059 85 a I I, i 1 I O T137 /. I t I O I o # I I! T 15 4 (J� ! f DQ'� A�\I F \ 1 O i 1 I O I I I �'j I \;. BENCHMARK: . / .' \ T 138 ° I I , ,, .r. . r , ° �,, I T135, ; T133 I ' I T131 i T 1 [�j5 I EASE1` ENT ._, \ I / I I I I ` I W J I I ,` I CITY OF RENTON CONTROL ID N0. 1872 \ ' T 132 ; I I. 1 1 1 t I I i O I I I I I I ; t. i FOUND CONCRETE MONUMENT W/ NAIL IN CASE ° e--1 . \ .� ° I' q I i REC . 0. 20080 00�_ 018 1 / I I I I v I I , "I 1 L , , r,. �, I DRAINAGE STRUCTURE: URE AT s 192ND ST AND 99TH PL. S. �, _ I I TL 312305- 9119 / o I l i I L z I I I I ( I j \ \ O ELEVATION - 319.47 U.S. FEET -) ., n I I /f l: SSMH I \ T 140 - I # / L �\ , 1 I I O 30 INGRE. S, EGRE S I i T 139 193 801 ± S . 5 I ! I i �� RIM = 231. 14 c f: T 15 1 - \ \ i I , Q ) ( U r ' . j " SITE BENCHMARK. \ \ \ \ I T 149 1 I L. / I I I I I �c UTILITY EASEMENT I I I 1 1 /. r 12 PVC E. - 222.76 I \ i I 4 7 SET 60D NAIL IN UTILITY POLE \ \ 1 I; O I I 2.2± A CRES; I I I I 1 I I I I I r 1 j 12" PVC W. = 222.64 -� e I I I 1 I I I REC. ND• 7510220588 1 I .\. / ELEVATION = 216.71 U.S. FEET, w 1 \ \ \ I T 147 I l I T 130 ' 11 I I I `' I-- .. I- i I- I ' ! I I I I I I I I .:. ! 12: SSMH �� i \ \ 1 T 141 1 I / T 129 I ;° r l I I I I I 1 1 RIM = z7s.9s � 9 I L152 , I 1 1 III ! I .;� I I LOT 2 I j a� _ \ 1 I I I I o I . I I I I ! 12" PVC N.E. = 273.33 CONTOUR INTERVAL: In 0 o c> °d I \ I \ \ I ° I ' 4 . / I I I I I ; ;, I I . _ ; ;1 I EN - I 12 " PVC S.W. = 272. 96 2.00 U.S. FEET. I q.\ \ \ \ T 146 1 I I I � I , I I I I .. I L R .TON SP # 059 85 I \ <� \ T142 0 , I 11 !; I I (� I.., I i L I .,, \ 1 I � C I I 1 I I # : I 3: IE 8" ADS - 287.75 SURVEYORS NOTE. `. I \ . I O I , , I_, ) 1 I I , \ I 1 I \ I I , I. -;.:I I � 4: IE 12 RCP = 231.74 . � \\ s- \• T 148 1 1 1 1 ! � I ! T 128 I I 1 I . i I I I , # : „ THE LEGAL DESCRIPTION FOR TAX LOT 312305-9125 DESCRIBES THE EAST Q \ \ 1 ° T 1 45 I o I : I \ \ 5. IE 15 ADS - 225.89 �{ - \ i ! 1 r I 1 I I I - I> " i I ? ? # 526 FEET OF THE SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER. THE I I I I I I I I ,, ....1 \ 1 I Q E Q a , \ I ' I 1 I I I I ! 1 I I 16, 7 t I hl--- . ORIGINAL LEGAL DESCRIPTION FOR THE PLAT OF GENEVA COURT DESCRIBES o w \ I I I I I , 1 T1 2 7 THE WEST 794 FEET OF THE SOUTHEAST QUARTER OF THE SOUTHEAST r7 1- `` I + I 1 - _ _ I 1 I I -? 1 I RIM = 311.44 , � N Q I \ ; o I o 1 I _ - - - - , I I I . j t I 1 12" RCP 309.84 QUARTER, RESULTING IN A t 10 FOOT OVERLAP ON THE WESTERLY BOUNDARY. r \ � \ \ I I ; I I I I I I, I I i! I ,I ! t S E � - i W \ T 144 , �� T 125 f I i I I I I( I 1 1 I ; 12" RCP N.W.= 309.26 w I o \ ._i. T 143 I I I_ I i T 126 1 I O '! I I Q x I \ I I (,..,J I i I Ob I= I . \ � 1 I I 1 ;:. . I ,! _� y I i 1 I I. I I I (/ , i `-� \ � (_Iz I BOUNDARY/TOPOGRAPHY SURVEY n w w w m ; \\ \ \. I I I L I I I I ' (� !' \. 1 I I I .: ,. ;. ti I; RIM = 318.46 _,� 1 i I I I I I , I I ( 1 I I ',� 1 _ PERFORMED BY KRAMER & 2 O LQ 1 12' CMP S. E. = 317. 08 . \ \ I I , ` i I I , .' I I I: 0 5 10 20 30 \ I \ I I I I � I I I jl / I , (} , 12" CMP N.W.= 316.78 ASSOCIATES I ` � I I I' o �1 I TII I I cb p _ I I I i I v 1 I I' T 1 191 T 1.24 I T 123 T 122 2 '/ ;P \ I I I - y8: IE 8" RCP 314.19 \ I \ ° N I I I 1 t I o 1 a' #3 I , 1 I I;; z SCALE 1= 30 %I I o I , o D a ;' \ \ O I T118 j I , 1 i I I l I P,, : I a INDEX \ I k I I �' SHEET I\ , , I I , I � .I:\ . \11 I I I. ° I T 120 I° i i I; i 1 l{,, ..I I . \ \ t I o I I i / ) � �� i I . 0 I I ` t I° I 1 I I ! 1- BOUNDARY/TOPOGRAPHY MAP � T10 _h T113 T115 1 T121 1 i I ! �,4 1 I i \ I I :Po I T117 I \ ; O �'':, I o \ \ I O I , I \ ;I I It ) \ r''... -;. I -1 .. , _, t,r, � ? I 2 - GENERALIZED UTILITIES/DRAINAGE 1. , 1 I I.1 i , I / / I I; 1,1,; „.r1a, I CONTROL CONCEPTUAL I 0 t I I I I I I \ I o \ I I _. GRADING/LANDSCAPING cr ,n i •I, 1 ,�_ "'_ ); I I y I t , I \ �' I PLAN o T 101 T 102 i I I y I I 90 i I 3- ROAD PROFILE 1 "� Z a z `\ I \ I I i 4 , T 116 I I I �\ i o .. I I i , I /. ' �, (, � 0 . ' \ ,:,:' . xa x� O . t.: 4 - WALL PROFILES & CROSS -SECTIONS o w 0 T103 1 T110 . T114 ' I . \ 1 ° 1 I I I o ; -) ,� / �; -. I 5 TREE INVENTORY/RETENTION PLAN W _ .:; . T 1 GPI: --.-� l ? ° J O i I o .', 4 #6 I' - -- SPHALT EDGE / \I ��6,� T1 9 ,I�, T 108 ' <� I N T 105 ,, 1 Q G. \ ',: �, _ N88 26 '38 "W 116.74 \,\ � K�'. ° T 107 \ T Ut 1 I I Q \ / . / \ Q Q I \\ 1> ll I I , \ \ \ ate, \ 1 c `� I I � 5t}J\� r -� N (fi v 5 5 5 , \ i \ 11 I :_ ., . T 1 , \ I , 1 'ST. \ 00 \ ,,�, \ � � I o , I `� / Call I -- - 2132.03 .I � . i I I i � I O (n V) I i�� � I '� \ 1 I I N CO ® / � � \ / � �, 2 92.92 ��` - --- j \ i o woo ---- #. -� --,-4. Wr _- - _ __ I 2 - - `\ _ 11 _ _ - , , 32 ® qq I - I - - i �. _ y L N I ?' 1 E, 1 1 800 424 5555 ,,., ` ' I 1 o , . I I ) -o I , N88 26 38 W 2616.44� (MEAS.) I , I ,;T --- > \ y I \ I ( ) ; .1 Z-'' 6 5 UNDERGROUND SERVICE (USA) `'_ I` / :` l \ �' \I N ; " ` #7 AVOID CUTTING UNDERGROUND 1 µ �\ FOUND CONCRET MONUMENT a N o .:I l f/ { N88 26 28 W 2616.40 (ROS 1) UTILITY LINES. ITS COSTLY z '' .IJ(':� '„ %1. I `.I 11 I ; 3 VLl/'NAIL DOWN 1.5' J P �iof ', -,� N �y i a � V � - b\ 4 11332 4 11�16TER� �- `sIONAL NOTE: EXISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE EXACT VERTICAL AND HORIZONTAL LOCATION OF ALL EXISTING UNDER- GROUND UTILITIES PRIOR TO COMMENCING CONSTRUCTION. NO REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES ARE SHOWN HEREON. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIES NOT SHOWN OR UTILITIES NOT SHOWN IN THEIR PROPER LOCATION. CALL BEFORE YOU DIG: 1-800-424-5555. . . 8't 5 --{- PLANTER -I N. RNG 5 E., WM . 3a SIDEWALK STRIP . . 1. . I .. . . �- THE SEI/4O. ., SEC. 31, TWN .. ...'. . . PORTION O .. . 10 .� 0 I, ­ I . I . .. .I. I. ... I...,. 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TOP,-'2 6I , `F,! 1 }\ . , o­I I ' T i ` _ - w o , _ �i o a .� , \ > w z q N88 26 3& 1 ; o� - , , w �r 1. �z g: \ i `\ t \' a , F t. 1 - I \ I S. � L NE N. 207 S. 5 5 , 2 h r >� TE - I - A `; .t CLE G z \ \ t� - GE CY VE H 1 - S. E. 4 S. E. 1 4 , _ o - - , TE a i _ ENTER \ SY f �q 5 I CLIC. - \ �,.� _ \` 1 1 }t ti Cy 4Y - - - . w \ ( '� \ �. - 2 .� - \ ; ALK • I , �. - \ ' \ \ I ;,. I., 1 I `�_ ,' -) CONCRETE SIDEW a i \ )_26 w ` -> ' STREET TREES'. PER I \ ` 1 \ �' . U VERTICAL CURE ti t W LANDSGAPfNG `� I, y I :A - ;,11 y `� �r O l \ I - SEE DETAIL I. / ,\ I / / - - . -��.,_ m I l I `ir '_ � (5� \ i ' \ I - I \\ - e i _. ! \ C(, `�. __ 1_ \ . I �% I \ I i4 s ro C a ., \ / I+\ t. \ \ 1 I I 'v1 1 I I/ I I I� rn c- 1 r I t \ I C\' t I t; •` \^ bl 1 ::1 z: c�> . 0 • a t3 \ 1 (O \ i 1 1 \ :c y `` I I \ :) (0, 91 I ''4 r' ' i 1 4" POT. CREEPING ST. JOHN'S WORT (HYPERICUM ASCYRON) PLANTED AT 24" O.C., TYP. 2 GAL. WHITE ROCK ROSE (CISTUS ALBIDUS) PLANTED 5' O.C., TYP. 42' R.O.W. t �, 13 13 5' E ' AND SOAP 8 L STRIP 0.5' 2 ° 0.5' 2.5' - I ° z�' �- ASPHALT JTTER ROAD A (ONSITE) NITS 56 ROAD & TILITY EASEMENT -----I 31.5' 18.5 - - 13' 13, 5 8' LANDSCAPE STRIP � 2 0.5' -, 4 �'/ - GUTTER ASPHALT ROAD A (OFFSITE) NTS g EGRESS- : rn � ,..a. C5 30 IN GRESS SS 3� s r \ R W co �. 1 ,� _ I _ /. G , \ \ I I \ _ I i �' i I 1 I i \ U, 26' / &UTILITY EASEMENT /t / I o(� i ; i . I ?;;3trr _- 1 _ 1 - - !. - I - %. - {1•J I , i \ i \ t \ \ \ I I - I . I I , V (7 : I .:, �1 i_ } C5l - f� g / I i =r L) ') I _ ,% d- ; . o LL I I 1 <? IN ��. � I � I � , {7 Ca „ 4 � ; n• \ C F . I _ .: , / I 'I I k I EMERGENCY VEHICLE ;0.5'. � . F � I / I I W. �' l .,/ I I s', I i \ i ( 5' . a -; I / I I ( I , I I i ACCESS os' = 00 ;' ,. I / .. d I I 11 j r �,:, j N % .: _ / T11. s I ij 1 i I- z r p/ c? .. K .. i ,4 , 1 I - / 1 / 1 1 I I 1 'h i' . d1' r I /° - . - n z z o / I, r �.� % J 1 t f 059 85 ' I\ 1, I / ( RENTON SP # f� WQj o •r".,{,Fj. 1 / I I O ' V - r� 4 - j ,.e1.. r-}«.. II o $ Z . ' ! I r {« ti I i ' /. r 1 , I O ` y. •:,.1( .;-_ CONCRETE SIDEWALK . r'.;, aim �.r I 7 / O I . 1 II I� I ASPHALT ER ASPHALT .. t ' I I , ,l VERTICAL CURB & GUTT I- I_. . . . . ­/ �: R - 1I I ' 1 a .; . (5 \ ( 1 / 1 i II II }; I I I I i 3 1 r ( .I,1. , U OLI I I `�A I I - I - � F � ROAD B ROAD B ,' Ij 1 1 _ I I I RE S EGRE S , :t 3Q LNG ., , ::a I 1 1 I TL 312305 9119 i" o 2D0803 .7 0 _ ( IT G: N _ ' # 1 /\ I , I I I I ONS E -SOUTH OF ROAD A) (OFFSITE) : f�E ,. FT I ry I I & UTILITY EASEMENT I': I �:.{ NTs f o 4 .; 193 801 t SQ, / i , 11 :' G .,� I. I NTs , : . . , , . o F� 1 i �, / I ' I I i . rY ; V , c -, . 1 1 { 1 ! REC. NO. 7510220588 i :, . - . \ 1-_ 1 t I. 2.2t ACRES o j I j \ I I r I .,\ I . . i I I / ,- I I . I F. R. . �. / I I' i . ' 39.5' R.O.W. 5 Y s 1 / I i t III . ., I _ .; I I �_ ; , 1 I I FRAMES, GRATES AND ROUND SOLID COVERS . . 3 m 3 a ;\ ,, � , I i I ' is / f I I \ I I 1 ,tee . k I .. (: MARKED "DRAIN" W/LOCKING BOLTS. (TYP.) . 26' --1s'- - `1 1 1 / ,' I I r x,, I M - ; i I.' - 5t ` 1 4 I I I I i ! 1 I I •: ' ; I; I �. FINISHED GRADE 253. 5'X10' ACCESS 13' p c $�i °d - L • t 1 J i Cp ? 1 � AlI I ;: s t : (27' DEPTH TO BOTTOM) FI (SHED GRADE=243.4t GRATE_, TYP: ( I \ \ S \� 1I \ I t I p, I I i I I ( I. _� 5' S' a \ - s• a i \ kI I; I F 20 DEPTH TO BOTTOM t tw I I I i , ; I I I I .,: I f OVER FREEBOARD ( _ 0.5' f o.5'-. i I I i / i� 1 I ) FINISHED GRADE 237 1 t 0.5'-- � k.: i� \ I 'I 1 I I ! ( , I I , ). -1 I I' 6" MIN. (14' DEPTH TO BOTTOM) 2 d I I. I I I. Lr. I I I I � s: I' 1_ � 9% ROAD 2° % 1 D T Q w: --- , I I I RA a� I . I \ - - - I I ( , I 29, . �,- t 1 I 1. - - I I II ° �. '; \ i - is - I. ! -. :�' - •• - \ Ql d -g f: - . o �, _ l I I I I I/ - I _E I: - \ I ��,; i I , i 1 I ; o CONTROL,.. I I ! \ \ I a _ _ - TORE Q w , I I I `---� I I ._ I I __ _- STRUCTURE N r` o o y,.; I I I ;: I i I -_-------- -- - - CONCRETE SIDEWALK ASPHALT ;. ` C-1 r -T o \ ` 1 I \ I N i,:.., I -- _ - URB &GUTTER ,� o s_„ to �I [ I I' I I I ^� I I,, if, I , = W.S. ELEVATION - 235.25 25' DETENTION SHEAR GATE VERTICAL C w \ I.\ .,. ;.tn ' i IL I INV - 7 s • r:: , ; \ 1 ! AGE rn - I t I. 1 .00 F STORAGE x, _ <, ' I' I, l I I I I I 228 o = I ° 1 I I i!; 1 - __l__ ROAD B . }'. � fA, I /' _ 1 a ,�; 5% MIN. __ 1- - - 1. \ ( I I I I i t ,, t 4 o. t 1 t _ -� - - - - INV=228.00 12" SD w w w pp ` '' 1 l I (} �{' t I I (,� I I -- -NORTH A o ;;' _ I �/ I I I PT `= 1!. : + -1 - (ONSITE 0 OF ROAD A) i y r i �� !` I 0 5 9 (, -0.5% MIN.�iI- - NTS { \ 1 Q :: / f I I Q C) \, 1 i � r; 31 I , UALITY STORAGE Y I I I 1 I I In 1, , 1 AVERAGE WATER Q o ( L t. 1 j I i �, \I 1 I I. oft I I I I I i �; ,� _ `1 11 70' COMBINAT I. . 180 x28 = I I I I 1 I, °' TRO : i I 1 I 11 I I \. C' ': I .: R OR STEPS C CONSERVATION FLOW CON I'', 1. :._.- ; , z t 1 I_ I 1 I t . . . . 1 - i I. / �, I'i; I. LADDE 1' AVERAGE SEDIMENT 4' AVERAGE WATER ..;, Y VAULT \ �.. . 1 \`` . IC WATER' QUA,LIT , .. - t . , , . I I � 1 I ` _ r;�, ., , e( , ",, I STORAGE DE TH QUALITY STORAGE B AS . \ I 1 ; et, c. 1 ` _ L. t 1 . . p CA ., 1' 1 I \ i J) F 1 . 1 r ,.. I , _ I / 1 t O ,- x \ - I I I o o :. .:a. 'j ULT DETAIL N I , \ I t �' R D VA . o - //� � I II .o�y '• -. i \ 1 O <` I NTS $,t I I 1 _ : _ 1' t 1 o- \ \ \ W z - \ t=.�- 1 1 1 co , >; c�, ^, �� h - SPHALT E Q //�/ . F - fir: �- I I I \ i o w p \_ i I ! `T 3 1 I t > Ln 19:0 I I to G � <� / . 2 1 / / o Q - ► - -Call . . I. I 1 w 3 max, ,`_r .cJ t.{� c1 i Y. I �`\ ONLY. . °O \ ,; a .�,. sa. - /. HEREON ARE APPROXIMATE N .• • ri r�, .e ,, _;. ,a; Lc) e�1 :: Q . I UTILITY LOCATIONS SHOWN HE . ,::'-: Q \ } {p .: I i I t . EXISTING UTIL1 THE 0 0 \ N88 2� 38'-W 1.16. 74 . 1' t , - < , :; \: I :.; .. y. D� {� e RESPONSIBILITY TO DETERMINE . I N o 0 1 \ k .- vim; , .. c� . N I / CONNECT TO EXISTING f _ -.1. Ve 1 ore youHALL BE THE CONTRACTOR'S RESPO . / ¢ \ \` . E \ . _ I. " , ITS 10 OF ALL EXiST1NG UNDER- .. m Q 1 , , O .. ` i O . '. I I SODS CREEK WATER/SEWER \� I�\ i -.�C� RTICAL AND HORIZONTAL LOCAT N \ >S 55 \S ,, , .1 I ® ti ' . ACT VE • GROUND UTILITIES PRIOR TO COMMENCING CONSTRUCTION. NO cv cn cn , Fg 1 " I . N , . _ co I DISTRICT 8" WATER MAIN / RE SHOWN _° z z \ - -. .\ t ` \ I I I I � I , qq . 132.03 ---- 4• 31 32 i 0 0 `. ` �t x 129.12. _ REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES A r _ ., �- \ - _ ` � _ � , `",t ', � - _ _ �- _ � REPRE R ASSUMES NO RESPONSIBILITY FOR UTILITIES o \ s T - - - - - - - - - - - - - - - --��0-424-5555 ENGINEER . ON T O > > \n ' I I , ,, 2 fi . I HEREON. 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E. 114, '; l � I I ;' i Z FENCE 1 \ 1 / / / �� . o �. 1 , 1 , ` I 1 \ , T64 PER GENEVA COURT , 1 T37 I 1 1 I I 1 I 4,. a _ r / / / / o ! ! / l . \ . 1 coO 1 I , I T35 . / , I I I \ I / 1 21 o I / „, / T77 / I f. / '� T79/ \ 411 U) � - _ - - - `, IOP N I . I I 1 ( /: - ) .TREES TO BE - I ,.-; i. T76 _ _ / T78 - - ( , I 5 _ _ - _ . . I ' TfB 1. I t T63 / . � , . / \ , . 1- t T42 I / I h / / f \ . ASEM NT I I , t 5 �,, 4 %: / / \ ti+c, o I I I RETAINED j / / ! i I i I 1 z Z 16 I T332 I s, 1 f // T3 11 i I 1 I I / / / \ c 4 111 r, co x I T13 7 ES'T0 ,'BE I /i I 1 r i r \ o W I' , I I 1 44" 10 1 13: 3` r, / I I R TAIN D 1 I / ', 8 T81 T80 Q H- 1. I I I \ �� j T83 ; � , r, : . J I I \ 1 / T6 . . I I I, i G. W l T39 I I, I I T55', I r f,; / / 1 . f o T82 , o cc .- - - - - - - - - - - - - - - - - - �`'- - - fi / TS If T 14 / ( I I I s I T43 T45 I T67 u , „i } dr , % coNIFERous TREE DECIDuous TREE / / T33 (. I T41 I t I ! I I T59 -\ ,A. ,",` :. L / l \ Z I o / / 1 L, I I 1 T84 / ( \ >- I-:/ / i i I i I I l i I I I I \ I T53 I I I ,\,' ,; ) I , I \ r T1: 3o" FIR T34: 24 FIR T67: 20" FIR p t I , �: I �._ 1 T7. I , T30, c I i I (. T52 I ,`,, v1`i ( \ j,.. T2: 26" FIR T35: 8" FIR T68: 12" FIR L' , I I ` 5 P� 06 r �' I I I i I T58 ,I . I ► I I I (RETAINED) » (� I W I I , 7 I I I T68 \. . I i/ T3: 8 FIR T36: 8 FIR T69: 8» CEDAR Q f I MENT) ��- c; .. i 1 I I I 1 I 1 I.( I I I o-, I (RETAINED) 5 I.' T 1 0 p r �� I i o I T85 I �� .u� i _ % T4: 22" FIR T37: 14 FIR T70: 20" FIR . 1 ^J : oo f I a? r \. I !" ( ►�, Pr) RETAINED ,_ �' 1 ! d T6 �\, 28 1 w\, a� <<, �b o �, i r I: �, ��> �r� I t,r rn - {c; f \ .,, I. / T�. 16 FIR RETAINED T38: 21 FIR T71: 28 MAPLE Z I - V a, T51 i T69 I. I T88 \ » p R , I I cV T57 - - - --;; 1. 1 I I 1 6 �. r T6: 18 FIR T39: 14" CEDAR T72: 8 CEDAR `\°Q T 17 �. ; I W 1. . I % l RETAINED • .. •7 • : ; , r \ RETAINED T73: 8" FIR 0 I o t I .:. •.t I rl I' ;` .� T7: 8" FIR RETAINED T40: 26 FIR ) r 0 N Lj II t 11 i • • ', . I v _ :, I I \ T8: 26' MAPLE ) T41: 14" ALDER T74: 8" CEDAR ------=-------=----- Uia o N T3 ' I i I ,. 1'� I I 1 �a \ \ i . ; RETAINED w Z �' --- 1 b , f T90 \ \ Q / -i`� I o : _ E 1 _. , � .:: : T9' 0 FIR f RETAINED T42: 26" CEDAR T75: 20" MAPLE \ I ,.sc,. r. ...r ...r... k d.. „, I % 1 afi ,+ ,k, ::. I I (Ji / \ » „ CO , a ^ , , ... ._ ,� __t.E. . _ .. .., _ _ .. _. .- ,4. r, ,�. r I1 1 FIR T43 7 . 22 FR \J r 0. 1 RETAINED 20 CEDAR .. -_•- _ 1- ( ) C� 1 a .. l,. „ P ,. - T s. 2 +o T 108 S F , r„ / F., Q \ T50 .. `L � .. _ . ... � , : I . - - , ,.- , . .. t , �„ T 11. 15 FIR T4 T77. 2 15 MAPLE .: , -_., _- '8 R ., , ,. s L 1 4. 26 CEDAR W _ ,._.. ,_, , , RETAINED 4 -, s d / w I I tt , . [ 2s r.. ( ) 4. >,, - ,..- ,, ., .... .. ,, . ,..r.•. .. 6.. b. c� \. 26 i ,_ t. , n. _. r » „ „ r, __.. - . _ r T78. 20 R °� }.._ [_., r T 12. _ FIR T45. 28 CEDAR FI W � _. "... ,.. ? . .. ..r~, .:: � . _ ...,, RETAINED a r 4. T 1 \ 0 �. "" - - . � r., .:ter ..,, ._ � , ..,. , . \ . • r .6 ... - ...-. r .. , - , - , � ._ . �. .. ... . ..... ... v... :,...-. ..r _,.. .. .... .r., r.... �. .,. ,._ � __ ....,. ,.5 a :- T 1 15 FIR T79. 16 FIR _- .� . �� . � , . _, � . , r, . 1 3 T46 30 . CEDAR. v . � : t d �.... �. , _,, p mil. r r � . ,. ... , i .., I , 91 TREES TO E » :, » RET N D (. _ ._., I I.. 0 \ r 3z , -. ,.. .,,, I a � .,._r \ - 114. 12 FIR. T47. 40 CEDAR 80. 0 FIR �\ x - a \ T . € _ i I RETAINED o � ��,.� ... \4�. RE�AINE » » » \ I v.. ,. , > .,.,... 1 _. \ , #_ RETAINED T48. 30 FIR T81. 30 MAPLE �, :!-I\ \ \ T1. ;� Y. ;, .1, , I I \. r T 1.5. 4 FIR 14 �I �..� p[T3 ( ) . - \ - : x, l ._.. I . �..; ;. \ / 116: 12" FIR T49:` 30" FIR T82:- 2 28„ MAPLES \ �\ \ �. 1 I 6 2 REPL 'CEMENT T EES f ; , M ,J,�,; '., \ _ r » » \ I T2 \ -G ;.. I I \ II < _ \ \ (RETAINED) T50. 26 MAPLE T83: 9 CEDAR . o - \ ,� \ w I I i '� , I 1 _;, { a T96 , z �. 11 �. 10 FIR » \ \ \ \ T97 1- 29 " 1 " T84: 8 M F Z------------ -- • X �LI\t-\•I \ \ ` :t - 1 _ 1 I I \ \ \ T 8, _ R T51. 24 CEDAR 1 ALE . co- -- 3 I r I SPLIT AIL 1 I r \ \ - V�. j I L -I. \ , i / T19: 18" FIR (RETAINED) T52: 18" CEDAR T85: 22" FIR FOUND 5.8 REBAR &' CAP \ \ \ r , I \ I 4: 7 - .1 _3:. „ G I 1 t FENCE \ -. t ! RETAINED o ,r - \ t , _, z 3 : T20, 16 FIR (RETAINED) T53: 20" CEDAR T86: 20 FIR N 1 'QPEN SP CE 1 I I 1 I 1 1 ;'AR \ \ __ �. CPS 22330 \ . T..- ;rtJ` , I I ! I / ° ,=r .. \ C) _ T21: 10" FIR T54: 16" CEDAR (RETAINED) T87: 28" FIR Q.}� V/ w x \ \ ��1 - . j \ ! T48 - - 1 I ____-__ _ �. �� y \ \ , - T22 30" JUNIPER (RETAINED) T55 12 DECIDUOUS T88` 22 FIR �M _ 13 rJ • � i i I s Wfllt :�'� y t + \ I I , 1 \ \ \ \ � I _.. \ 123: 9'' CEDAR T56: 12 " CEDAR T89: 32 " FIR co / •r 18. \ \ \ / ... I I PN +SPA�:E \ - + + \ f,,I T F . x a �' t 1 i I R7��:k l _ I 24. 36 CEDAR T57. 16 CEDAR T90. 34 FIR �.. I �I �, I, 1%5 BSBL\ \ .. . IAT �, a 1\ � ,:: y I _ - \ 1 �., 1 \ .' r I \ T9 125. 17 CEDAR T58. 20 FIR T91. 19 FIR a I I . I . I I I \ I - T,,.. \ \ \ \ . ._ d w \ �'-�`�'-�-': i � I � I / I . . � \ I. ,.-, 'Ll� t-� 1. , :: � , \ ! t _: _ 13T26: 26 CEDAR T59 19" CEDAR T92: 24" FIR •. _ I I I II.q\ \ \ \ T27: 26 CEDAR T60: 12" CEDAR T93: 22" FIR w . . _ - I ` � ' � \ \. f / ` �', ' 1 \ T28: 22" CEDAR T61:.14" CEDAR RETAINED T94: 8" FIR H "� O - - - ,_ r , I, \, \� I \ -_-;y' ate- "�� ' r.,la VJ \ I - - 1 .\\ - 1\ - _ 7 I \ o x m N ,: - z= \ \ \ \ O I I '\,� r ' T29: 12" FIR T62: 8" CEDAR RETAINED T95: 42" MAPLE �, '+ I 1 .� ,,, , - » » -. Is-W FIR d W � ; t , - -- w t ,.,,, , i � _ 4 „ FIR • . ' \ 1 %. 0 _ _ ,. - - u..,,. , \ -:-, -- - -... l T31: 22 FIR T64. 24 T997: 28" FIR RETAINED ,, 1 _ N8 _.- FIR t is I , , , ;_ .`5 I 8�638 W 515. \ - , \, I \. \ - I � I \ . � .- - , T32: 10" FIR T665: 1 �» MAPLE T98: 26' FIR (RETAINED) \ �I \3+3 99 I • L I- _f11 ,E " I 1 I 1 • �, \ �: \, _- .', S. LINE, N. 207 S. \ \ :;,. ,,'-•\ 1" T33: 16 FIR T66: ?0 CEDAR T99: 30 FIR (RETAINED) i 5 I ' -._ .. -, _ S, E. 1 4 . S. E. 1 a : ERE CY-, \VEHICLE GATE wro I 1 \ \. j \ � _ I � 1/ ' ` I . - � / -� 11 . TOTAL TREES = 101 1 \ I I _- ;_ _ - \ `\. I H C`IC. ENTER I . I. I \ \ \ _ \ , . I E SY TEM' / o . i I, \ , F- j - \ I \ `\ ;_ y; � T \ �, . \r-, /1 I f ` TOTAL EXCLUDED TREES = 19 TREES ;, I ; ) I \ I f - , I, = I _ �, J 30� TREE RETENTION REQUIRED = 25 TREES +1. I J „�o 1 ' �. \ \ \ s . ;:: ( ` , ` � TREES TO BE RETAINED 24 TREES • 1 \ ) ( �, 2 REPLACEMENT REQUIRED 1 6 6 TREES I, 1. I / . P. .. / N. p 99 / ; ; �,.. :_ ) /- I/ j :0 6 2 REPLACEMENT TREES REQUIRED FOR 3 I \ UA \ / rr od I i I. i / S. r I I l: C) \ \ 1 �}' \ 1 `` t 5. I I � I\ I /, 1 �= r i W L\ ) 9� r I l 1 �r `r' ( i / I _ I f I \ I 0' ( \ o co EACH TREE REPLACED Ir o N II r 5' �\ N / ,.< I . ^ ! + I I \ II _ \ <.,\ I I r\ I r' i i I i , ._. \ \ Q / I I I I \ I I I \ I r / I� I cv w, g� i , \ I I I r i i f -.. f I , I. .._i tfj a Q) r" 'I M.- ej x� � I _j;;, r-) - -1:" I � i - /. i , _ I r- ,) - -P•) !� ,,.,1 )- - _ \ \- �f- s, z I '�I \ I ' I i I I I I 6 I ;; Z- N \ I £. EMERGENCY VEHICLE n �, o =O o l I •t s1 +� I ! i I I � I I 2 REPLACEMENT TREES 0 - I i \ \ j / / i 1 I/ ACCESS , � i \ I II aoa ! , I `, 11 1 LOT 1 \ I j ' E , . I I N I ( FIR CEDAR aZ z , I \ \ \ �; I I I I , �, I 1 , I ' ;I I r o MIXTURE OF , 6� I 11 I \ I I i I m o RENTON SP # 059-85 I , I , 1 1 ' , I / I , i o ! t r- ' \:I 1 HEMLOCK AND MAPLE, OR (50 ROAQ AND I! /' I o w I' � I I I • ! i I tl '� , 1 �, - it OTHER APPROVED SPECIES UT,ILI TY 'EAS MEWL I �, 1 I W 1 I II I I/ 1 I \. �- - 9' - - `, ', --i ..1. I- - - j - - , `• - 1 i I I I t ; j- j- - ` �; rl� _ . ,. - _ - Q i :'1 0 1 I R N 20\08032700'018� ` 1 I 1 I TL 312305-9119,' ,' '' z t 1 - o \, \ \_ I # / , �° ' I I 0 3Q I NGRE. S, EGRESS t + '1 1 ! 193, 801 ± SQ. FT. ( ; 1 I I :1. I I I =, v I I , I„:, Z. \ \ \\I I I ' j I j � r I , I:& UTILITY EASEMENT I ;, \ \ I 1 2.2± ACRES < , I \ t> t I, / I' , I I REC: NO. 7510220588 I L I ; I\ .1 I Y + I \ \ \ I ` I 1 I 1 i 1 I , I I I I 1 'I N to rn j , \ I_"ri I` Ir I I I . 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I- o O 2132. 03 , - '11 \ \ ., / I I I CONNECT TO EXISTING Call -� �� o 0 0 11--� \ - - \ r \ ` cv t w 1 I IS SOOS CREEK WATER SEWER / \ D� , o - O I \ 129.12 (c) / I „ 1 re cu'n w� �`' , -, - --�- - \ - . �__ - �- - �:,, I DISTRICT 8 WATER MAIN I '\ \ % you r 2 92.92 2 Y ,� �� �I 1 1 12i RC I _j -T - -- __ __ -_ I , N w I I 2 - -_ ---- 31 ,32 o o ! 1 1 - + { . . - 2 - - 8 - - - - 1� Q _j _j I NV-2�31.1 0 i N \ j o\� ( y` i I f N I �� - - ; I 1 ,� I i- 2 1-800-424-5555 N o . . . o I N88 26 38 W 2616 I - 43 _ 5 JrlD_RGROUND SERVICE USA / J N I N88 26 28 W 2616.40 ROS 1 J w �O // VOID CUTTING UNDERGROUND \ 7 FOUND CONCRET MONUMENT A j '`� cy O 1 1 / \, lc I\ t I ( / n .I / UTILITY LINES IT'S COSTLY / Li z �,� . . r `.� ', �;,3 V1C/�NAIL DOWN 1,5 . .. NOTE: EXISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE EXACT VERTICAL AND HORIZONTAL LOCATION OF ALL EXISTING UNDER- GROUND UTILITIES PRIOR TO COMMENCING CONSTRUCTION. NO REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES ARE SHOWN HEREON. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIES NOT SHOWN OR UTILITIES NOT SHOWN IN THEIR PROPER LOCATION, CALL BEFORE YOU DIG: 1-800-424-5555. O r o _ 0 g z� PORTION OF THE SE 1141O� SEC. 31, TWN. 23 N., RNG E.)!\AM rr ° 00 13 o N y ,1 CITY OF-RE-NTON WASHINGTON ' �) (rO ,. „ �° C O 7 O r„ C` °— r :�, r O \ \ FOUND 5 I REBARr AP f r t� o �� VICINITY MAP �� N r S. 53RD PL j I 1 I , 1 i / / , � y l 1 � ) r � � ram, �,., C� r � ram, ) » 1 ry � rr} � s a- 5� Cf� I I I I f; �, FOUND 5/8 REBAR &CAP \ \ ., ; sITE \' \ i CP3 2�3 0 "� I I I 11 1 I I /� I' l� N. LINE S. 525', S. E, 1/4, S.E. 1 4 I j I I i » o w U f. ` \ I 1 I I ! / I 1 CRONES 29537 0.39 N. , \ \ it a. 'I \ \, I I I ! I i 1 1� I` I\ ( I I I S88 26 38 'E 516.45 ' I I I T62 I I I I I I I �\ & 0.15' E. OF PROP. COR. ' : j 1 `� I\ ' o S. 192ND ST. Q E. LINE W. 794 �� I I ! I 1 J 1 1 I l 1/ 11 m Q > t\, I I TO, I T36 I I I I I I � '° \ / ��� / I , Q o � S.E. 1 /4, S.E. 1 /4, I I �°\ � T 11 a. l i� 1 I I I I� 1 1 1 , I I I I i i j I � T T 6 4� � � \ l o 1 o �- PER GENEVA COURT i` 1 , I 1 T35 ` T37 i T40 } I I 1 f ! 1 I ! I 1 1 I I! I I I T75 `° l T77 / i l / / _ I j I ° I! I I l l l ! T54 I T61 I I \ l T1S l N ~ I I ! i % \ ° ; 1 / T76 "' l l l l ^� T191 o �i a I T91 I T12 / l 11 I I I ! I I T42 / l / l I I ( I I I I/ T63j ! T65 I T74 // o �/ ! j' Z 16 ' I I I ! I I T381 I I ° i / I I I ° /// Q I T 13 I } I T34 I ( I I I I I T44/ / ,� ! I 1 1 (\ T60� ! ! I T7 3 / f / ,/ // / % /l / l GC 1 °. I o I I I I I \ 1 ° / i/ 7 / N.T.S. ,/ ' I I I 1 1 T55, t l T66 I j� T81 T80\ (,,. / I w a a w E X 0 0 I Do ro 04 N w ------------ �� o I T14 / l I I , r 1 0, � 1 � T72 --------------�--- t-� � T8 / I ► I T43 T45 I / / / T82 \ / { T67 I l Z G. ,� 1 / ° T33 1 I T41 I I I 1 1 o I ° I I T59 I I( ° of I 1 \ ! ° T70 / 1` I T84 7 T 15 I l ; I I! I 1 I I T53 I I I I 0 11 a I I I// 1 T86 -.. l T7! 1 1 J i T30 T29 I `o ! I! I t I' 1 I \ ! I I T52 I I T58 ! I - I! I ! 1 I I I I T87 �\ I I, % I I/ I I I I I T47 ! I I ° I ° T68 15 '; i I I` T 16 o I° I o I cv 1 i t ° I I ° o I I° I ► \ I i 1 I l 1 I T85 I `-A �- 1 �t I 0 T6 l j N , T28 I w o �,, �,. \I! / / I ; c, i t J v ro ` n M o / \\ T69-- 1 I I 1 \ / I �.} i N �\, �, w rn :\, �r �, (° T5.1 "� I T88 \ / Q \�� �� :_�� T171 I ° I / / / �, / t; ° w I T57 T5 ° I I T27 1 o ` �' �;, '' o I I N T32 T31 ! I° / 1\\\ I/ / / T46 Z ---------����---------- - 1�!!0l o / 1 I I i \J�, I I \ ! 1 ° T25 , / / I / \ TL # 312305-91251 ; I HOUSE I I ! T90 \ \ \ \ T89 �,F, �\`�' I \ ° T 18 i I ° 7 7 / T24 / I 1 108, ,' r�� F.F. = 325.11± ! l I i \ \ \' . / / I I 884± SQ. T I T50 I I �_�\ \ T4'\ ° ` T1 \ 11 'I T26 I I ' I 2.5±ACRES { I ` ! b ... ��\= / !___L,--1--1 ---� --� -- �'----- --\ -` ---' ��ti \\� z�t:� , \ 1 T3 9 \ \ ! I i I I I 1 I I i \ I 1 11 �i li 'Ill I ° I �; 137.7 - I '; J� Q `J ' I 1 \ \ �' I I ! I , T23 I ! I I 1 I ! o / ) °v. I i I T91 \ _\ \� ,\ % !/ o\ ! l l \ / / 14 T20 `` , •jA zy I T93 ' T92 T2 � I ', I I I I I I I i I < i �-- -` I j t � 1 \ \ \ 3 N I I I I I � � '� �� � \ T96 ` _ 4� •---------- - - - - -- UJ'`�I`\ \ \ T21 I I I I 1 ( I ! I ! I I I 1 \ \ T97 C Oki o FOUND 5/8 REBA'R & CAP\ \ I\ \ `, \ \ I I I I 1 1 I I I I I I I I I ! I j \ \ �� ; .j ` _ _ , 13s CPS 223,30 \\ �I \ T 1 ! 1 1 1 I I I 1 1 \ ——_ Los >C) w l 13 I/ )I �\ 1" I I I I I I j 1 T22\ 1 I T48 1 \ I 1( (/ I--- ---� �..' e' // \ T98 BASIS OF BEARINGS: ✓/ I '\ \ ' ' ' \ 1 1 \ 1 I t \ I \ ,� �` \` \! , r l X� \ \ \` \ \ // \ BEARINGS SHOWN HEREON ARE BASED ON THE BEARING 1 I 1 \ I I \ \ I I ` T95 / BETWEEN CITY OF RENTON CONTROL MONUMENT ID NO. 1812 co Pe ! 1 ` I \ I I ` 1 1 1 I 1 I I I { \ \ \ ` I \ C + L, 1 `, \ T94 ^` AND ID N0, 1227 BEING NORTH 20'09'04" WEST RECORDS 0 OF THE CITY OF RENTON. O I i x - - - - - - - - _ _ i _ -- ---I- -- , II --' I \ ` , \ \ 1 \ \ \` g 1 p,\ ` \ I 1 \ \ ! REFERENCE SURVEYS: 06 7.1 _ j �� o , ` • \ \ \ \ 1 ' �,_, i) v'� \ \ , \` ` _ j ROS 1: (REC. N0. 199503301293) VOLUME 173, PAGES 1 1-14. w 'i ` 1 1 \ \ \ \ , \. \ \ _— -- ROS 2: (REC. N0. 881117900 1) BOOK 63, PAGE 243. . x I T1 1 I`� \ \ T177= \ I > \ N88 �2630 515. 5' - \ 19 +L W \ ._ j t 1 r `_—_ —_— _\ \ S. LINE N. 207 S. 525 \ '\ I .` .\ \. \ j LEGAL DESCRIPTION: _- T118- _ (a x o T1 6 7 ` \ \ ` _ _ ^ I I \ \ / THE EAST 526 FEET OF THE NORTH 207 FEET OF THE SOUTH m I _ ° 1 N f T 175` �� \ \ \ \ \ ( t S.E. 114, S.E. 1 /4 0 - I\ \ _ \ / I 525 FEET OF THE SOUTHEAST QUARTER OF THE SOUTHEAST T 160 I I '� t ;'\ , j \ °� T 1 76—\\ e QUARTER OF SECTION 31, TOWNSHIP 23 NORTH, RANGE 5 EAST, I — \ \ \ I \ I.. ( \ ` �O i W.M., IN KING COUNTY, WASHINGTON. 1 ; I _.I f1-� 6 ° \ \ �\ T 170 I <<s, \ \ \ } I I 1 \ ` , NOTES: I a o � I ✓ t . „ , , _ � 3�.,_ 1. MONUMENTS LAST VISITED 1-14-04. I I T174 ` I �o I `� , I i I I 1 III i ( I \ \` I l ( W / � i 1 �� \ � / / \ w � r; = 2. THIS. SURVEY WAS PERFORMED WITHOUT THE BENEFIT OD J T 164' 165 i, 1 \\., \ 1 I \ \ I \ 1 ; 1 . :; ,f OF A CURRENT TITLE REPORT AND THEREFORE DOES RI T159 , I I T171. N ° / \ . ,\ Q1; :fti/ I o �o i I f' o :1\ NOT PURPORT TO SHOW ALL EASEMENTS, COVENANTS, T 163. l LU T 179 CONDITIONS OR RESTRICTIONS, IF ANY. 0 i T173 00 T 180 / / / % j I I I , 1 ` \ ,I I I I I i" ! 1 r =' \ \ �� 3. THE BOUNDARIES SHOWN ON THIS SURVEY REPRESENT ; DEED LINES ONLY, ACTUAL OWNERSHIP MAY OTHERWISE i % T 1 >8 I I T 172 c� o o I II M C1 BE DETERMINED. 2. g Ln I ° T155 , l� ' 1 1 \ �, I I i� ' 7/ 7 / II!I !I!I I, I /'' II jCry W �00 oo 0 ( I o ; 1 i \.: / T181 // ll a I I l 1 I/ ! T 156 i 1' T 136 / ° T 134 / I i I �, I o VERTICAL DATUM: <� z \ I I I l I I !I I �I! o LOT 1 I I�% �\ o ' � '" 150 �' , 1 I � / ° ° i I I , III I CC) RENTON SP 059-851 I I i N U7 NORTH AMERICAN VERTICAL DATUM OF 1988. ° 0 1 I I \ ° T 137 7 / I o Io ; #, T 154 (5 °.OAD A�,17 I 1 T 138 I o / o I I I I I f I O( �u r7 I , I % BENCHMARK: 1 T 1 `, L I EAS MEN 1 \ 1 I / T 13 I T 133 11 T 131 I I CIS I I I i I i, t CITY OF RENTON CONTROL ID NO. 1872 �� 1 1 I I I / T132/ I I 1I I I I( I I I I I !% I DRAINAGE STRUCTURE: ATUS.D192NDRSTEANDN99TH PL. SNAIL IN ' 'REC. 0. 2,0080 7OO2Q 1 S) ° ! TL 312305- 9119 / / / / / I I ! I o I ; , I I I (I ; I Y \r, i O - ELEVATION = 319.47 U.S. FEET 1 T 140 I # / l / �° I I I I I, : 0 3 INGR S G S I ; I. / I II: SSMH `I. \ T151 ^� T139 I / 1 II! 4 E, ERE�S j { {� T 93, 801 ± SO. FT. RIM = 231.14 SITE BENCHMARK: I \ \ �) 149 I I I I 1 f III , &' UTILITY EASEMENT I III I I / ; I 12" PVC E= 222.7s SET 600 NAIL IN UTILITY POLE 2.2± ACRES �� l l I I I I I( I I 12" PVC W.= 222.64 REC N0 7510220588 I ` �` `, ELEVATION = 216 71 U S -FEET - i I l ' l T130 I 11 I) I I I \ L T 147 I / ) I 12. SSMH 1 T 141 I i // T 129 I / l I I I I 1 I \ I I! i RIM = 278.96 T 152 \ , , 1 I I LOT 2 aLL, - \ \ ` ` ° I I 1 I i I / o I 1 I I I i I \ \ ' ! I ( `I 12" PVC N.E. 273.33 CONTOUR INTERVAL: I i , l / 1 I \ I I I ,., I RENTON SP 059-85 .12 PVC S.W.= 272.96 2.00 U.S. FEET. T 146 1 I T 142 I( / o / I % I 1 l 11 I \\ .\ \} I I III I II 1 \ \� 1�I I I ! L l l l i1 I I ! I a fo \ I I L ..r I I //3: IE 8" ADS = 287.75 \ „, \ �: _ \ T 148 ' I o - I / ✓\ / 1 1 % I I \ I I I SURVEYOR'S NOTE: } �;_� �,4: IE 12 RCP = 231.74 1 I T 145 I I I T 128 n ! I ` I THE LEGAL DESCRIPTION FOR TAX LOT 1312305-9125 DESCRIBES THE EAST Q e J \ 11 I ! V / ✓ i I I I I 1 \ \ ! ! I I ( 1 I5: IE 15" ADS 225.89 526 FEET OF THE SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER. THE p 11 I \ 4 I ! I I I. I I I/ 1 I I I 16, 7- \ I I F--- -I :. I I I CB ORIGINAL LEGAL DESCRIPTION FOR THE PLAT OF GENEVA COURT DESCRIBES \ 1 1 I I T1 2 7 n) I ! ! I I x #6' THE WEST 794 FEET OF THE SOUTHEAST QUARTER OF THE. SOUTHEAST ., ``' \ 1 \ 1 1 o I I I o I ( I'v I I I \ - - - - _ I I I I I:' I i [_.� I RIM = 311.44 DARTER RESULTING IN t70 OT.OVERLAP ON HE WESTERLY BOUNDARY. \\ t� I I I I 1 I I I\- - I I �€ �/ 12' RCP S.E. = 309.84 Q A FO T R T 144 T 125 12" RCP N.W.= 309.26 \ 1 1 T143 - I I I T126 Z : 17. ce SURVEY BOUNDARY/TOPOGRAPHY 0° _., \ I I I I I I I + . RAM = 318.46 PERFORMED BY KRAMER & , 0 5 10 20 30 I . 12" CMP S.E. N.W317.08 12" CMP .= 316.78 ASSOCIATES T 1 12 I`,! ` 1 I I 1 T1191 T124 i I T123 T122 o \ I I I f #3 \ I i 1 % z SCALE 1 " = 30' ys: IE s" RCP = 314,79 o ,ova �� �, G, \ , I ( ��;i' I I T 118 ,} 1 I I I ( r P /'�. I 1 I 1 \:.:: ' SHEET INDEX 1 j i I cS' l\1 I:I I I cl j__, I �� \I: ! 1 - BOUNDARY/TOPOGRAPHY MAP T 100 \ \ I j I T 1211 j �. I O 11 I 1 I o 1 T 117 I I \\ I \ � __ cb ._ t=' �'1 ' I 2- GENERALIZED UTILITIES/DRAINAGE \ \ 1 T 11 1 1 I I I 1 \ \ I :'I t CON TROL/CONCEPTUAL ti o I } } I I 1 II \ 9 R✓ O f r ) I } \ 1 i \ ! t .. (-- ((� �� }j;\ T a v) .. r,� \ I �t I 1 I t I I I I I o f l- I I \ I GRADING LANDSCAPING PLAN o4_1 f j �,j \; '`� T 102 . 1- I 1 I I I I >t 1 I i \ �9 <�✓ / �_- 1 �, J _ / J ,� \ o o I 3 ROAD PROFILE \ _ T101 , T116 ,, o w o \ \ 1 \ I E Q / ( I `Jo - WALL PROFILES & CROSS- ii3az 4 o '`; T 103 I T 110 ° I T 114 1 1 I I I :\ 1 w, �, � I 4 �J Divis d \ \ 1 o I 5 - TREE INVENTORY RETENTION PLANIs� �v o J \ i ` o ` i ' I ° I I \ ° / I v ` r� `' ' I / S'S j G1 — � 1 1 i C, o Q T - - - - - - T 104 ; ��,, ° t 1 1 1 1 �'�6 ;7 y. \ SPHAL T EDGE A1�J °N r o O /` AL 1 I «) `fl I T 105 I ,\� ��� �, �'�\ l s\ / J ,' 1 7 Of TI \ i ;- 5 -_�_- �,'�, �,' T 1 9, \ T 108 i « N I I Q Q , 0 o N88 26 38 "W 116J4 ' \ ��;��\, ° T 107 \ ,r a a l j \ \ cv ,n c , T 106/, C c l vi Vi S 55 ''.ST. ,'y\`� I ` \ ��� \, ' o �, ! ! I I I / ,:�� Q G� �� I \\ ! - - �� I ; NOTE:�� 0 0 2132.03 , , I 'l\-J ' s, I I! I i , / , I Cal N N to I ® / EXISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY. w w \ — —- —�I ` — �. 1 I i 129_12 ' I ! 11 / \ 1 \ �� I before �/0tJ IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE �...._.. .92. , i � � I— __ 1 — — _ — _ — /\,, I ` � � , EXACT VERTICAL AND HORIZONTAL LOCATION OF ALL EXISTING UNDER .__I J _ _ 1 y�-'-` I -4 +-•--�-•-_..� �� _ _____ _ ! ( � 2 - _ `, ,, / � _ 31 %32 D� �• GROUND UTILITIES PRIOR TO COMMENCING CONSTRUCTION. NO ` — ;' I I I \ N �>'•t7 ' REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES ARE SHOWN (��— I i� j/ 1-800-424-5555 HEREON. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIES N88 26 ;38 "W 2616.43 ' (MEAS.) �- --- / r-� I -A •I (� % `�/'v.,,� --'"6 5 UNDERGROUND SERVICE (USA) NOT SHOWN OR UTILITIES NOT SHOWN IN THEIR PROPER LOCATION. \ #7 AVOID CUTTING UNDERGROUND CALL BEFORE YOU DIG: 1-800-424-5555. c ! FOUND CONCRET MONUMENT UTILITY LINES. IT'S COSTLY ,a � / / -v / � N I I N88 26 28 "W 2616.40 (RDS 1) ` \` N .- o i ry r z q, &I -WAIL DOWN 15 rn `p o 8't jr- I NPORTION OF THE SE 1/4 OF SEC. 31, TWN. 23 N., RNG 5 E., WM �- SIDEWALK. STRIP ^1 a ~I~ PLANTER .. g 00 g� a N s� � N CITE -OF RENTON, WASHINGTON ; a C�4 1 q Cp t, aj c3��3 c3� c\ N N J [�j p 1; r O c\I d �2 2 �� v cb c O cy c cv u-1 o �r �� cv ��cs 6 0 6 JJ I R \ I FOUND 15 " I Rt;8A AP �'rn o� �� yr�°° o < i 5> �, r r N �� c� �U i } 1 �l g r� +' i r� I O r cs \ \ �» ► »? i ( ! / �`�' I I SET 'RE AR t ,�,� r) "I FOUND 5�8" REBAR &` CAP c3k'6'�' W � \ CPS 23 0 I 1 1 .1 j ? , i ( FN. LINE, S. 525 , S.E. 1 4, S.E. 1 4 I i AN C P t 1 i f I » / \ \. \ a (� I >, I / / LS# 11032T T P. RETAIN NG WALL CRONES 29537 0.39 N. , \ \1 O ` 4" POT CREEPING' -------------------------- � i N i / TOP=366 Z a a: • a Z -- `` I I I , 1 �, ( f S88 26 38 'E 515, 45 ' I I I 1 I I ? 0.15' E. OF PROP. COR. 1 { I 1 / I \ I ° ST. JOHN'S WORT Z Q E. LINE, W. 794, �� �� \ I I 1 i ! I I I I rnf \ ` / / I \ (HYPERICUM ASCYRON) { I I I / / / / / TOP=3 8 TOE=361 a N — J J S.E. 114, S.E. 114, \� \ \ ' i ' I I \ \ I t I 1 I I ,TQE=3 0 O o 510 20 30 / \ \ ++ 1 I � 1 � - - ! % _/ a• PLANTED AT PER GENEVA COURT JSF ,24' o.c., TYP. SCALE 1 = 30p I I --/_;�- - I 1 2l i5 OQPERY WEST WALL s'I V I /II �:i I \ ZIII/ \ d 2 GAL. WHITE ROCK U)a 16 TOP=270 i { I I I I I I l I �� I I/ / / jII 1 I{ 1I/ /J�� ,UOROSE (CISTUS W a TOE=252 I I i 1 I I I 1 I 1Q I I 1 1 E, 3 // /, I aV 07 .J ( `y ALBIDUS PLANTED I�q4Is �t 1 I I ,, , I \ � $ , ,` �; ���x 1 �,.',,�,� ' F � o _� ;' ,,�� DRAINAGE STRUCTURE: a � �lI I I5, I 5, 4' 0 S` Ft I t � i, (. , �; I // O ,CL Z O p �-� l) / I I j I Q q - I 6, 69 Sq Ft / S O.C. TYP. O I`4/1: SSMH 'n--------------/ % 1 I I { I I I 1 Ir{I I / / /' / RIM = 231.14 OIII�`,�` `��/I/�lZ V p r 13,60 I 12 PVC E, = 222.76I (� Z 12PVC W.= 222.64 4 p J � 1 �= f � I f, i �, _{ —�--- — i I O a 1 W' I 5,0 OPEN SPACE �� I �- 1 - _ - _ - -I - _ 7 - r I I - ?� -i \ ; I ROCi R ! I I / % #2 SSMH I EASEMENT? -`- - -1 .J 0 J 1 J� c, �o N 1 - -! - - - - J }vd ° 1 I RIM = 278.96 W � '\ a, I �' I /,• �, �z� o 1 i c� I 12 PVC N.E. - 273.33 i \� I (4,:884 Sf) I N 10 i \ �.� I /y- n�. `�''. - =�- `•.\ fo II I I S` \ I f' 12" PVC S.W.= 272.96 W J Z Z 0 I ► d i 11 I .. �` (� I /� !' •° • 't - ° • " , • ..)• L• -' . , ,a t �x+' nr:: y`" „ v .J Q p---------��----------�- IIoI / !� I �' / I' e a Q Q" , I I ► Q, r , # rE s aos - 2s7.75 LANDSCAPING DETAIL a G -�� ::' '::- - e ; us o� \ / #4: IE 12 RCP - 231.74 V I I n ,> a Y .. a I \ ° 1 \ O / t x ,< I i T _.: . , t SD \J WEST WALL ADS 225.89 - uJ ��C_6 E , ._, , ,., t..r � ..-r i � o .. . ,..E - \/ \ i" 'Ifr`.'<^ e °",, rf , :�. J #5 L, . „ , R :.N .: .x:.I-1, ).. n ,s„c„, :rx4 ,�., �' f I.•-."_, tk ,�, ..�• , , r;Y - r xwv. :, .xr - .. �.�e"iM , Psr:K�?• 42' R.O.W. CB sv . . ... .. xtv .s.. _,f-,.,.t ,.1-tii i .,.i... .: F ,.•g _... .. , .. . —• ✓ .'/ ',` dr-'k 1 w tJ I ". M. _.. , ,. . , a ° .,�.SS. � �.,r �- �' CK RY RIM 311.44 \ , --: .6 -- e ( .."3 .., *• 2- .. .: '� t"". ,✓N. .. .'�C+ .,� T ¢ -,,.; rf��.1.. -, j8 rn .max .! .. ..K ,..3,.Y .�. r u „ r/ V _ \ , ._- :cam ,: .h..,. ..ram a.; .,..r,..,t,.,.. ,. sa, :.,, r a ,s:. ? r•:•, - � - i, ,�6<,xr I. Q 12 RCP S.E.- 309.84 O 13' 13' t 14 z �� 1 �.. r> frr >. 1 \ I / 12 RCP N.W.= 309.26 ff�� • a. tit`S '- - 3 ii'p '3 \ ` 8' LANDSCAPE J ,, ` O y I 1 t I t1 I2 a� 1 STRIP 0.5' . a u \ I\ \ \ 3� i I{ j I- j I j \'� I I \ 5 F\ // e # ' 0.5' �� 7: CB 2 15, Z - ----------- - -`o'a �`" - \ _ ^\I \' MI I I - ------ I---- I- \ \ APPROX. \I `I / / RIM = 318.46 »-'T —•� — •� `\ \ { 3=� , I — — — — — — -: „c� 1 T,OP 326.. \ �- _ '\ V I x 1 / a m FOUND 5 8 REBAR & CAPS \ I , I - - - - - - -► - - - L\ RIVEwAY I = _ 12 CMP S.E.- 317.08 2% 2q C � � � \ I` .'�• q �� �' ��� r< � 1 1 I I � -� I I � 1 - - - - `�� �, �`� \ � TQE 28_ -�... / / 4 12" CMP N. 316.78 � � - x „CPS 22330' \ , ( OPEN SP CE I ' i 1 LpCATION, TYF�� ` \ — ~ ��/ Y"A. o �• /I \ 3t. 1,,90 S Ft 1 1 1 I 17 5 - / CONCRETE SIDEWALK r?� a w I f ? 1 \ \ 1 I { 1 ( ` ? 1 I \ \I- — — — \ / ��� 8: IE 8' RCP = 314.79 VERTICAL CURB &GUTTER ASPHALT 13 TOP=2Q' ;/ I 1 \ ��` ` \ \ \94 S 1Ft I o \ \ I\ \ T -�` / t # a I 4 q 17' ; s.51\ I \ \ T E= 5 - EN SRA E v 1 1 1 1 I r/ i r 1 51S t \=r \ 15' BSI36 I 4,500 ISq Ft� I \ 5; 96. Sq_Ft I I ROAD A I \ + ( ) I ` I \ t r ; ' .I - \ \ `\ I - - 1 - c_rs 11 \ \ ' I \�A- I ONSITE 1 I \ ;,� _ \ ,, \ 34 NTS TOP=? 6 ..,.-, i i fl �� — — — -- — L — a3 i t \ \ 4 — — — I \ O y 5;; T I — �- 50• ROAD & TOE;=,2� t . y 1 •,, r, 1 TILITY EAS T o o- - - ------ - r- \ EMEN o , ~O w dry•� li31.5'�- 18. ' _ LEI _ - ----- 2 ' 0. 1 1 e ,� \ _ . \ \ / \ ' ' 8' LANDSCAPE 1 {: _ .s� -- - - \\\ \ S. LINE, N.. 207 S. 525 STRAP S.E. /4, S.E. 114 `' 6' f ��� I I��RE CY VEHICLE 'GATE 0,7 I`` ITH \CLICK ENTER SYSTEM/ / 2) STREET TREES', PER I y; �`� `�' L I Q ,_-f, .: ' 1 1 -' Lj CONCRETE SIDEWALK T UANDSGAPING , / ASPHALT O W� I \ I I a€ I , - 1 / s ``'�VERTICAL CURB & GUTTERS o I 1, ` f SEE DATA L \ \\ `! ! 1 // / ( o ROAD A CID/ / j )iA- / �s ! % ��� , 1 I \ \ \ I \ 1,: L I ` / \ o Cp _ (OFFSITE) NTS !!ff x v iN , !l <'•�l V / / / / 7f C,U • \ I ? I \` I� I r iLi 1 \ C - 1 g' s \ O srt: I �,� / r , I I ? 1 { C� �.J 26' RAW � I j � � �'-"" ,� � I � % / ' I � , ` I I 1 / 4 \ _ 30' INGRESS, EGRESS G q c� ,� I \ t�> C5z & UTILITY EASEMENT = t3' I I I J 1 \ I / / / I I , I I �� 01 rr) I , i h, 3 \ . 10, 10' cr o Z W o I I! i I t t. 4 ` / / // I I , I I I I I I/ I EMERGENCY VEHICLE 10.5 10' ,o' 0 1 I / I. 1 , . / , 1 I I I I , I / / . ACQESS 5' M 20 �, / I ' y { .. - / / . . . ! 1 ' I i I { LOT 1 i I t i x� �i\�I \ C.,� I O 0.5' -,► .� Z U / % ; r 1 / / / / / I i ! REN TON SP 059— 85 (50. R o i i 1 I f I `�� ��t? ,• 2 ° 1 / , '. E � T c f?� d #'`� ,. •i 1. 1 I / / ' / � I. I � - 1 II C �' I .. _I l' . _ ,,� .x�� ti ..f#�4 � '�-r-.f'trl +`,: .:�, / UT'LITY ! ` Y IR , C. O. 200803 2 ' '^` #r r �� , 1 1 I I / � / / � I I � �1 CONCRETE SIDEWALK - , t II I € \ ASPHALT VERTICAL CURB &GUTTER I TL 312305 9119 1 : , ASPHALT 7-(0 i # / l f �° , I I 1' 3Q INGRES EGR��SS { wy. I 801± SQ., F.T. i. ; do UTILITY EASEMENT I I 1 + r I (� '41( ROAD B ROAD B l '. 1 Cp I 1 , (ONSITE-SOUTH OF ROAD A) 1 2.2± ACRES. (o ! l ; I I j t, I ? I REC. NO. 7510220588 I a y p"� NTS (OFFSITE) 1 I I I 1 L I NTS M. - _ Q � $ „� g \ \, �\ I .54 s ti '° I t 1 1 - ( 11 I / � ( / I , j \ ( I M f� I• I,I ? I \ I FRAMES, GRATES AND ROUND SOLID COVERS { { \ \ I } 39.5' R.O.W. \ t 1 J 1 1 \ 1 C> I .> I MARKED "DRAIN" W/LOCKING BOLTS. (TYP.) \ \, .\ ,x I 1 � 1 1. j l l I 1 � i �� •. r , \ •I 1 1 I I co I I 1 \ ` I I _. ' L ? FINISHED GRADE=253.5f i \ ' I 1 ✓ I I (27' DEPTH TO BOTTOM) 1 5'X10 ACCESS Q J \ \ I I 1 ` 1 ' ` 1 { ? / I ( 1 \`\ \ { { I I rtl i , FINISHED GRADE=243,4i GRATE, TYP. 13' 13, -) `' I 1 \ 1 { -OVERFLOW FREEBOARD (20' DEPTH TO BOTTOM) l I ✓\ 1 \ I I I I FINISHED GRADE=237.1f -•- 5' S• o N \ 1 1 1 I' C _ _ - - - - - x ` I : ) . t 14' DEPTH TO BOTTOM)0.5' \ w � k.. \ ,I 1 / ! / y I ` \ _ I I I (6" MIN.) ti ( N 1- \ \ \ '1*� I 1 1 I j /I ` - , ,I i I y 9% ROAD GRAD E N \ Q 2.5' 1 D 2 ° 0.5' % 0 5''� X 2 ° i 1 I I 1. CONTROL 1 w w m is� 1 1 1 1 1 I I / \ \ ✓� / µ ,, .i ---------------------- ---{ Fez# o-, \ I 1 ? I . \ \ \ l I I ( L., I _ STRUCTURE \ i I i 1 t I \ r \ \ !` I . , I INV= W.S. ELEVATION = 235.25-� 7 25' DETENTION SHEAR GATE CONCRETE SIDEWALK ASPHALT �'INfiiii t � \ \` i s f r y 1 t ' I I + �' \ \ G T---\ ` ` I ' I I r �. I . 228.00 , VERTICAL CURB : & GUTTER. I I 1 2 �/ i/ \ \ I I € I • 0.5% MIN. STORAGE7� ! ATI t:: 1 1 .� i I .1 I 1. 1 .. L D \ \ s> I IPT\= 0 51! 9 I — ROAD B \ 180 x28 COMBIN 1 Q C o� \ I, _ INv=22s.00 12 sD 0.5% MIN. 1. 1 1 Q I — — �— — — (ONSITE-NORTH OF ROAD A) CONSERVATION FLOW CONTRO I\ �:.. x I 1 t i 1 1 1. 1 \ \ I I 1 — - ? ' ,.\ \ �`', , J'I I I 1' AVERAGE WATER QUALITY STORAGE NTS BASIC WATER QUALITY VAULT , 1 t j t 1 ? ? / 1 1 I `' '.A . �I r t1 ` �o \ ,:. I I �TD. GALV. UPE' N \ \\ 1, ..: 1 1 1 j % 4' l .;,h! LADDER OR STEPS �� d p \ j, L -0; j I \. c G / _ II 1' AVERAGE SEDIMENT 4' AVERAGE WATERi pF WAs , . o \\ \t>-f�� x. Cy x I , 1 QUALITY STORAGE \ F I' 1 1 1 1 I 1 1 \ ✓ '/-- ..._- ... �� ' \ STORAGE DEPTH \`• � ORA LLJ Z \ s � t � ? R/D VAULT +DETAIL v ltz I V 10 z \ \ .. 1 ` `i 1 1 o �`t ca Planning Division 0 o w o \ INV= `� ? NTS O ~ 219; C Cv O , - `\ / / \. i ... r 1 I F✓° 11332 , s A J�1�1 Q> - -- -- I 3 I `� SPH L T EDGE 1 '�� � o Q w _... - a.--- K f cc, I 1 ,, ��� �`' �i - 2 7 `Oil) - _ u � i 1 1 �� I 3 .. ;� N 1 Q o 1 \` N88 26 38 "W 116.74 '�E u \ n, >n a , 1 k \ ,� cv Q� 1, -�� V) t ,S 5,5 \,S T. �' ° `` �� �\, I I j 1 / �`� �� I �\ { _ ��� 7 1 NOTE: - Z ' 1 i\ 1 j i I t CONNECT TO EXISTING / / / i.. I Cal ' Z \ y Fir. - o U) IF). o 32.03 -- 0-`-'-� 1 x 1 1 N 00 ? I I ® SOOS CREEK WATER/SEWER \ I` 1 129.12 ' i / before yoU EXISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY. o w w �— , ` - - S , - -1— I { DISTRICT 8" WATER MAIN \ / 1 IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE I \ 1 2 92 92 _ 1 1 -� _ �' f I - - - , . s �.:.. cry - - - - _ _ _EXACT VERTICAL AND HORIZONTAL LOCATION OF ALL EXISTING UNDER- o 00 J o \ 1 �`- �il 1 t - - 1.. It t� I I _;- ��o - - - \- / - .` �_ _ 31 11,32 D� g• GROUND UTILITIES PRIOR TO COMMENCING CONSTRUCTION. NO o O O - - "�. S -� n, C\j{' "` / REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES ARE SHOWN i { 9� N nl I , \ a 1-800-424-5555 HEREON. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIES N O \�T \--' �O I I '� \� 0 ' 1 cv N88 26 38'W 2616.43 (MEAS.) �' j1 F_� ---6" '5 ' UNDERGROUND SERVICE (USA) NOT SHOWN OR UTILITIES NOT SHOWN IN THEIR PROPER LOCATION. W N �,, o `�, �- CONNECT;yT / I i �. \ / �I\ N I N88 25 28 "W 2515.40 ' (ROS 1) I 1 �� FOUND CONCRET MONUMENT AVOID CUTTING UNDERGROUND CALL BEFORE YOU DIG: 1-800-424-5555. z EXISTING SEWER MANH LE t f / I j UTILITY LINES. IT'S COSTLY (; 3 W/--NAIL DOWN 1, 5' FILENAME: 2586-002 XREF: PLOT DATE: PLOT SCALE: NOTED PAPER SPACE: YES STA: JOB NO: 2586-002 CD: MSK G:\2600\2687-001\dwg\2687-001-ENG-042709.dwg 05/04/09 02: 44` 39 PM PDT - - SURVEYED:. - SCALE:. 1 n=30 _ vERnca.: NAw lssa HORIZONTAL: NAD 1983/1991 _ DEIGN WSH Balma & Holmberg Inc. 2 LOT REVISIONS, ADD ROAD TO NORTH JEF 1 11 10 DRAWN:* MSK ONE INCH ENGINEERS & SURVEYORS 100 FRONT STREET SOUTH ISSAQUAH, WASENGTON 98027 1 LOT REVISIONS, ADD WALL DETAILS JEF 1 23 0 CHECKED: WSH AT full SCALE IF NOT ONE INCH PR (425) 392-0250 FAX (425) 391-3055 NO. REVISION BY DATE AP P R SCALE ACCORDINGLY APPROVED: bo y O� O � O W + 230.3 c 0 STA: 0+00 ELEV: 230.0 0 O O n 4p 0 0 IW 0 O io 0 329.1 0 w N O STA. 4+83.92 1 I STA. 4+75 END ROAD II I ELEV=325. N I 329.4 322.60 o X 1 o� 1 EVC / '4+17.92 EVC : 319.39 328.0 a 317.78 0 / z a IX STA: +67.92 RO r° IV STA. +.39.24 RO ELEV= 15.77 323.7 315.14 0 Iz I� ByCS: 3+1 .92 IBVCE: 314 89 321.8 I I 315.07 < mom � N 0 it ,VCS: 2+75 p u / VICE: 315.32 / / o r- r q o o II II 316.8 o N G DI 315.42 ��N u W Ln / VCS: 2+25 in VCE: 315.24 314.3 1 \ 314.91 ) i 314.7 314.25 I E VCS: 1 +2 I EVCE: 313.92 314.1 I I c. o 313.49 0 I I BVCS: 0+75 j I BVCS: 312.85 - 313.0 I 312.11 cp d� STA. +15.8 G E.O.P-. EXISTI 310.7 b GI a N y 0 o� o� ROPERTY LINE IMPROVEMENTS 0 + O O 00 D < G 00 j` M N Z z o II M > Z Bro 11 G M m �D A p II II D M 00 O LA + II CD 0:0) II N N (0i)D O Na + 0 0 = Q STA. 2+76.92 'PROPERTY LINE o6 0 z z Cn r- Ii < II II N _GI + 00 GI D < II II < D o I II II cn -' j + v (r1 O N Cn O (0 LEV=311.1 Is Ln 0 0 WILSON PARK ROAD PROFILE (A O O W N O CENTERLINE F S. 192ND STREET \ems STA. 0+17.3 EXISTING E.O I P.-ELEV=232.8 \ 236.3 \ 235.74 \ I 238.4 1 I I 1 I 240.24 1 1 ,$ •o 1 240.6 1 1 244.74 1 1 1 1 1 1 1 243.2 1 249.24 1 1 1 VCS: 2+25 1 _ VICE: 251.49 1 245.7 1 253.87 <_ 1 D F*7 �, II m 248.2 o N II < 259.37 I rn II I " 0 \ - (on (.n 0 po \ N 41 \ STA. 3+ 3 PROPERTY .40 LINE 254.5 265.87 - \ M o \\ D EV S: 3+75 II II 0 EVC _ : 269.49 0 o A \\ 273.24 \\ q \ A \ y 277.2 \ \ 280.74 288.9 288.24 296.9 \ 295.74 \ \ 301.8 \ 303.24 \ \ B VCS: 6+25 \ BVCE: 06.99 \ 308.9 \ 310.33 \ 320.5 \ 314.58 \ ( EVCS: 7 25 IEV 33 .6 323.8 O STA �a _ ZZ � o Q o o� WILLI� C" CO ca to rn 0 L4 0 0 04/27/09 D < < rn 0 11 it M O J I < D 0) w II II n 00 j p) c0 O + Lnn � (Jn .92 ROAD B= C4 STA. 7+39.24 ROAD A No ELEV= 315.77 Y N 2 O U N O Y Q <0 Q 04 N O z m O O y� � PORTION OF THE SE 1/4 OF SEC. 31, TWN. 23 N., RNG 5 E., WM off. ZN. .. (ODO CITY-10-F-RENTON, WASHINGTON r('-,I c) V N ci c��6 ` c, , I U R> O Ar p r� c O �- N c s C�1 tf- ._c Lv lc). \ FOUND 15 8 IR�BA� APB \ , �� ) ) e \ \ \„ „I \ r i , I I ' r., > FOUND 518 REBAR & CAP \ Z CPS 2P3 0 I i I I 1 I I / / N. LINE, S. 525 S. . E. 114, S. E. 1 /4 I I I I I I I I "CRONES 29537" 0. 39' N. \ \ -------------- \ \ I I I I I 1 I I I I I I I i Q - _ _ _ _ _ - - - - I I I 1 ( I S88 26'38'E .�16.45' I I 1 I I I & 0 15 E. OF PROP. COR. 1 i r> I \ \ I I I I I i I I I \ I / / / / / / G. E LINE, W. 794 , C\11 I ' T I I \\\ I \ t t I I r l I 1 S. E. 1 4, S. E. 1 4, \\ T 10 `\ Ti i I I I ! I 1 \\\\ I I I I I I I( I ` o N Z \ I \ ! I ` I l \ I T64 ( \ l I I l $ PER GENEVA COURT , \ 1 ' I T37 TF EES TO BE I I I \ 1 I I ; . ' l l ° T77 I / / / oo / N I I I I I I I RF�TAINE,D / / I l / (TREES T,0 BE T63 i 1 / �' ll l T78 / l l l r I \ T9� ,' I i 1 I T42 , l / , I I 5 4 / / / l l / \ ti�� j I I 1 / t RETAINED r>\' / / r Z Z 16 ) I I T38 , / I I \ I I i I o:}b 1 / f / / / o� W , , I I T13 ► ► I I I I ►1;1 44/ /10 I \ k:k l I ) I , I I 9 1 \ \ 1 r? / f T81 T80 Q I I I 1 I T83 l 1 1 \ T55` \ l T6 afi r \ a W I l l T3 I I i I I 1 ,,� 1/ �/ f /\ f , - - - - - - - - - - - - - - - - - - - - - - - - �h� - - l l TS r T 1 l l I i I I I T43 \ T45 \ I t \I I ' T67 t' CONIFEROUS TREE DECIDUOUS TREE / '/ T / I ! i T41 \ 1 \ 1 I I T59 / l '•' ( 1 I T841 i 1 \ f Z t / 1 • i\'1 I I \ ,►' 1 \ ' T53 I Ix :: I I i 1 ! ( i \ \._ f T1: 30" FIR T34: 24" FIR T67: 20" FIR 0 �� I I T7. l *T151 I / i I I I 5), 2 1 EPI�ACEMENT TR ES I I IOZ a .. f I I i I T52 I ( T58;I�' - I ( I i I I I / f T2: 26" FIR T35: 8" FIR (RETAINED) T68 12" FIR (� I + I 1 IT293P CE f I I I 1 7 I ( t I T68 i I c� o l '. j T3: 8" FIR T36: 8" FIR (RETAINED) T69: 8" CEDAR J O 15 I, l l i , T 16 MENT SPLIT R IL' FE E I I I I ,, , I � k T85 ( �, �c, , I I f / T4: 22" FIR T37: 14" FIR (RETAINED) T70: , 20" FIR '\ ,; T6 i i `� ti �� (�; rn I �. cc y : •' I I i I \ / i �� T5: 16" FIR T38: 21 " FIR (RETAINED) T71: 28 MAPLE Z 0' I I , `� N �r) r� T51 / \ \ T69--- n ; a ! I I �� T88 f » T57 \ i - J .� , « • I I I c) T6: 18" FIR T39: 14 CEDAR T72: 8" CEDAR N W \ \\ T 171 I ... a V rJ) \ ( `� \ �.-a.3.( ,;Fi,x d I 1 \ \ �? \ f f / n w V i1 i J I o I ,i f a .. t { ;; , �I I / T7: 8 FIR T40: 26" FIR (RETAINED) T73: 8" FIR � � N �I o 1 � ` i ' • , •• •' - • � • • ° .. • ` r .. ,-:-,`oi a li��� F ` .,='�.,: _s : a ��;�W�'�"� � � , ( � �,\ \ - /. � T8: 26" MAPLE T41: 14 ALDER ' _ T74: 8" CEDAR N T32 i // / T46 { j I 1 w Z------ - - - - ------------`�' �o� I \ I 1 � ,p1. T90 � -. u•� ,} ;�,�a ,.r= n ... r ., - 1 I i .' �i t', >n �.�. �� ,��.�. �� x:. I •� i I 1 �J� \ / T9' 20" FIR T42. 26" CEDAR T75. 20" MAPLE \ s ... r 1.�� ,.. , , ..., . ,�b:� ., . - .. , a,. ,.. p. v :•. . #i .. .... ..., w \ / r T7 2 R rr . , : . -r . , i 0 1 FIR T43. 20 CEDAR r {_ .x ., .. .. .. . -. ..5 .5. ,. r x. w r.. W � ., -' x. . c a^S.. ,� .. _.A. .. 3 w n .r r . x K. e.. , » w T p 1 : r >f _ � , � � ,r n I .. t.,.. r f ..,,.. _T ..,.. d. . , t k. e 4 ...ter.. x ,.. ,. I ., a:. 'Yn. #�.. Yam. :. 35 .. ,. rt ,.... .. ✓. ... ..., „�. ....>,. .... < ..,.. ., '� , F ,_ z . . ,e� z � � « _ a , .s. , . 7. 2 15 MAPLES , , ,x ri , ,, �,� < , w � E d, n ., ..,< � .., , . T11. 15 FIR T44. 26 CEDAR W T4 T ... w� �� ,,4^� , t \ I.. :.. s it .. _ .<. r , ,_ ., J _:« -. ,- b ,-v,.. .<k .. .. v. .. ! .:n i., .. m.. r.. `3 {,1. :. w'x.., :a , .. ej 1... _ _.,t .,. YSa ..,F ! % ` � J \ r5 ... 4., « .,_ d Y..... .: ,- s'.. �... ,1 .:ta re, : .. cu:' ,. �" .. 3 ,., , F' a ,,. - £4- r :., ,... .. ,. ,r.. .I s,. ,. .s.. .. _. .. I p T . _ , ., a.a r , . , r � _ ti 78. 20 FIR n , � r _ w, � � � a 12. 20 FIR T 5. 2 CEDAR ,..., . C: � ,. _ r, f � � r tJ T .x s k..� .. �'f ,.. ,+. 4� >s. -.N' f , . _ 4,. .,.. w G M ..r?. h. ✓., ... ,. r. , d r... „ ..., l F 5« k F a r > , _ 1 ... _ �3.. r ,_. t _ ,i... 4..,x, ,..,r _,. t , .a .,:. _s. .r ,. -,.aF .,,... ,-. - Uj y � ,��<, , , � rr „ .. �, _ . , 9. 16 FIR \� T3 , n : , U , , �, � .� �, , n ,� : t r T 13. 15 FIR T46. 3U CEDAR F r s 'Z � _. ti �. '�. 7 St -ak .n kvu' .. ... , a _.t E E ' i S W L % � yxC ?dt 1. ,e. u. ..IdJ ..... ZF ,. J..... .,. ,x. , .-.. ? .5. t. -. �-.._ $.- 'M,,. \ � ' 1Y .ySY { ... ,';.- � i. f 2"t .d'... r.�. 3-.. , � i. Y. n,. _. .... F.. F� .. + � �. w . . a _ .. � m , .. � � , s T91 E » I OC? + . j i _ , a � , . r � .. .� I 3� 2t ... b +c' � :. X.. w 5 s? t \ , � a� .. �. � � ,„.. .. � r, , � .� u •.. av« .F., r. s,. J ..a a _....,. ,. ,,.,. t ,m,... e., A, .. ,_ � ,. )._. / 5. (r.,.... ". ,. a �.,- ,,. ' E ....v.-. ,.. x.N", ,. rT23 t : k. , � _ ,• 0. 0 FIR � �< k _- � .. 1 FIR T47. 40 CEDAR OWN uss. i r �. f.. 1 nt , w .. a• i !a '�✓.f ... .. r F �, s.., , lac, rr \ f � .. � , , ,. \ \ r .., K A., , n \ REAINE -z..-.,,-.... .a x., ,,...,>,i'".:...,k ,., .:ss i,., \ C �;� \ �. \ � � �� � �� ,� �•„ ,,� �� r..,�}�„� � � � � � , �,�� \�I �;r �., � ���` � � �k � �,� �� �,� -. \ \ \ � � / T 15: 24 FIR T48: 30 FIR T81. 30 .MAPLE 1 `"f �\ I T CJ ,� "�`,.ct� �r{.}t s>e.�:.itS`a ao-^:.< 1 i , :.w.~w �rS''°%�at ' T 3 , \ - \ ` \ ,.,, 1 \ \ T16: 12" FIR T49: 30" FIR T82: 2/28" MAPLES LY- \ \ _"� \ 'I Y' \ \•P ,�t`- `r. i Ya I l _-- = -?`;"fit t{^r,�, s\ i _> ._>" �r \ \ xI; T, l ° 1 45) REP ACEMEN REEDS { := k l \ \ \ \ 3�r6 T17: 10" FIR T50: 26" MAPLE T83: 9" CEDAR T2 \ \j I \ \ i u 96 $ _ _ , �k, \ \ W\ \ .iJ 1 I ( I I \. $ \ \ \ \ \ \ \ T97 / T 18: 29" FIR T51 24" CEDAR T84: 18" MAPLE • _ - - .- - - - - - - - - - \ \ \ \ \ ,•k{� ked • � 1 F,f,� ,�d.a I i I I \ \ U �./ i, Y. , d Y::. I V \ - - T., -\ > �, I , SPLIT RAIL I a - i �' \ / T19: 18" FIR T52: 18" CEDAR T85: 22 FIR C m FOUND 5�8 REBAR &CAP I \ a,, i 1 FENCE I.I 1-- 1 cp \ _ / / �`� T20: 16 FIR T53: 20" CEDAR T86: 20 FIR _. N •O „ , \ \ r`• � I '} ' , N C E I , I j ! "� ti a xr: �� } \ \ (.J\ \ _-- -._.- --._, �,, % - x 0 CPS 22330 \ T7z I I I / -� \ :.:: ) y,, , ! I ci' - T21: 10" FIR T54: 16" CEDAR (RETAINED) T87: 28" FIR a Ci w F.F. \ \ ) 1 \ \ I I \ \ I 1 T48 1 I \ ( r _._--- -- \ \ �,: - ,3- T22: 30" JUNIPER (RETAINED) T55: 12" DECIDUOUS T88: 22" FIR r , `\ ` \ \ \ \ T23: 9" CEDAR T56: 12" CEDAR T89: 32" FIR /, I t.:T a x �# p:` !i S ' I I \ \ \ ,n fit(raa>"v: j • 1 8. \ \ \ l\� u - - Y/ a f �. I �n ` �\ , \ \. \, I�jl�"� �' r�' {.-, \,• \ --- T24: 36 CEDAR T57: 16" CEDAR T90: 34" FIR i 1 1 \ I �i \ \ t 15 BSBL\ , - x Y ' _ \ \ r� \ \\r x,''t� ) \ \ \ T95 \ T9 T25: 17" CEDAR T58: 20" FIR T91 19" FIR a !k1►: I \ �� 0 1 \ �., 3 T26: 26" CEDAR T59: 19" CEDAR T92: 24" FIR \ \ , \ ` •) \ \ T21: 26 CEDAR T60: 12" CEDAR T93: 22 J FIR I 1 I I \ \• �, \ T28: 22" CEDAR RETAINED T61: 14" CEDAR RETAINED T94: 8" FIR cn \ I t \ \ < o a o _________ _T__-7___. __ I_.\__`T_=\-- _, i __Mr. \ \ o r--s \ T29: 12" FIR RETAINED) T62: 8" CEDAR (RETAINED) T95: 42" MAPLE r o w 7.1'+ ( I L \ \ o \ \ I I LT, �� �4'4 \•1\\ - T30: 24» FIR RETAINED T63: 24" FIR T96: 30" FIR :.. �.v J �V ,. I f I I \ \ _, �. �, \ ,: �x.><.,,zs:,'s'..uv.,_ .....,.��m,wk «.e:. �::c �\ :. � 0 1 .� Ss� �;a .,- `, . \ \ .� -..__ » \ 317.0� m..v , ,, 1 i ,,, _� � '� >s.., \ �.._ � __.....____�,___. -----: _. _v w _ __ __ __ _ . T31: 22" FIR T64: 24 MAPLE. T97: 28" FIR (RETAINED) x -: I i \ \ \ - -- - ` \ N88 \�6 3� ,JW \\ 15. 5 ' s 1 - -- _ .., � \ \ � r .; `� � ? T32: 10" FIR T65: 11 ' MAPLE T98: 26" FIR (RETAINED) } I 1 \ 1 1 \ \ S : \34+ 3 99� _ _ - _. - - \ \ S. LINE \ I \ `\ w \. T33: 16' FIR T66: 10' CEDAR T99 3U FIR (RETAINED) ,• la 8 S. t 1 4 \\ �`, ER E T ; _ \ / N 20 525 , I \ E w \ 1 \ ( /4 S, / G CY-VEHICL GATE TOTAL TREES - 101 \ I' \CI.IC,_ ENTER SY TE f / 11 0 �S( , TOTAL EXCLUDED TREES = 19 TREES V, \ \ \ \ I I > I Q 30% TREE RETENTION REQUIRED = 25 TREES + , I \ \ �... j / \ �. � ' TREES TO BE RETAINED = 15 TREES �� o , i I / i 1 I � \ \ N� I � , ` , I" i � - -' I I \ \ I r, 1 ,, i / I ;, 0 2 REPLACEMENT REQUIRED - 10*6 60 .TREES m I I I I / / �: / 1 i \ o \ 1 / �ti ' I ! 1 I I \ \ I 0 / / / �/ \ �, [(6) 2 REPLACEMENT TREES REQUIRED FOR CIDI I I 5, i I / I a: N ( ) / \; \ \ 1 , \ \ \ \ \ \ I 1 I �� t ( \ o I EACH TREE REPLACED] O I i 1 1 / / / / : J .j / C\•I f /� / / / / �, 1 \\. \ \ ` \ }\.\ \ \ .\ x I I. I \ I \ I �� .''..II V ` ' I I \, // / / / I ' 81 �I I I I I GO I I `{., !/ / / I •.. �-1 I I 1 „V / / I • I I. I I / I I 't J C'..� •-:1._ .c� t i i : 1 (� ( RI - 1 \ I J _;Q- _� I rs =z I I Z W- t I , 6;"I j I �� i EMERGENCY VEHICLE » o \ I I / / f I , 2 REPLACEMENT TREES -o - o I I ! / I \ \ ( I / i ( I / ACCESS _ �s� o I \, I I ! \ \ I / / / I C) LOT 1 , I t' I► i I I \ \ I I I( / I o 11 i\ `I j o I MIXTURE OF FIR, CEDAR, z / I 1 I :• I \ I` j / / 1 / I i I I I �, RENTON SP 059-85� I I aI / a # 1 I HEMLOCK AND MAPLE OR ' /' (50 ' ROAD AND \ I J i I I \ I i, I I I/ o I ,� OTHER APPROVED SPECIES UTILITY, EASEMENTL I I I I j , I �, I� .�; I I i REC. 0. 2,0080.32700,2018�° I i + / E \ ` 11 1 I TL 312305 - 9119 1 / / 1 I 1 i ° I o ,' ;✓ ' \ \_ I I # j / �\° l 1 I �, 0 3Q INGRESS EGRESS I �, I I / m t \ I \ ! I 93,8011 SQ. FT / I I I I I \ \ \ \ \ I I I I I (c) 1 I- j & UTILITY EASEMENT I 1 I 1 1 2.21 ACRES �� l l I REC. NO. 7510220588 to v> cn \ i \ I;`�; 5. \ I I I I I I / / '/ 1 1 1 1( I I ►\; LOT 2 �.\, \ \(� , ,` • I � I I \ \ \ I I III I ;1 I I � RENTON SP # 059-85 G \ \..c (L \\ ,_`sa Q }\ I I I I I I _I 16.7'_ r w \ C�I N I 1 I I ,, W s r o I -_ \ I 1 I ( o X I LL� W W 0 510 20 30 a I� 1 L,I- a II I PC + SCALE 1 = 30 01) o �� \ \ i �, I 1 t I I ,.. 1 cf� \;, ! I 5�1UPE \ \ 1 1 1 I I I \, -- �. 1 \ � � .. ( I .�. a iissz e �, OrLIJ a � z annin i 15CCP \INV=2`25.89 CIS fER a - - - -=__ __ ` - ! I, 0 1 I Q- 6 , SPHALT EDGE SIONAL co Qf ( �� \ Q S � ', JO N88 26 '38 "W 116.74 ' � \ 38.4-5�\• �. I \ � �s� �', I Q (;) I �, �, S 5 5 \ \A I Fx o ` �(� \�) r �(/ S P. % o 0 2132.03 , \ ` \� I t I I I I I I CONNECT TO EXISTING // , I, Call a `� �' \ - -, - 1---, - \ !, I I N I I I ® SOOS CREEK WATER/SEWER \ \ ` , 1 I i I before you co N Dj9w I � � c\, , DISTRICT 8 WATER MAIN 0 O (0 J 1 I I I \ j. N =23 .i �I S ,� S 01, 7 ,1 I �� I N ► I #2. , 1-800-424-5555 N ,, ,I I j 1 `\ I I I ?, N88 26 38 "W 2616.43 ' (MEAS.) " I 3,� h ---- -''6 5 UNDERGROUND SERVICE (USA) N o �� �` l l �. N I; 1 N88 26 28 "W 2516.40 (ROS 1) 7 \ �S' \ FOUND CONCRET MONUMENT AVOID CUTTING UNDERGROUND n I ITII ITY I It\IFS IT (:f1STl Y a PORTION OF THE SE 1/4 OF SEC. 31, TWN. 23 N., RNG 5 E., Wm CITY O'FRENTON WASHINGTON F/OU/ND 518" REBAR & CAP 92, O o N W N W N00 o OJ Oco N O J ` NLij CD N o \ \ DED TO THE CITY OF RENTON I 129.12 ' N88 26 38 "W 2616.43 ' (MEAS.j rf N88 26 28 "W 2616,40 ' (ROS ;1) SET REBAR AND. CAPS FOUND 5/8" REBAR & CAP LS# 11332, TYP. CRONES 29537 0.39; N. & 0.15' E: OF PROP. COR: I ONE -DEVELOPER 7 0.00' 2 3.50' 18.50' - - - - �1� 82 ROBERT & DORAVIN WILSON f l- - - - - -� 21703 60TH STREET E 21' x I I LAKE TAPPS, WA 98391 I (253) 862-7285 ' A i i s 18. Q o I I o ENGINEER SURVEYOR v I o j 3� A K;, . x 13i Ln I I 6,782 Sq Ft I ►� 6,269 Sq Ft oo "y I I I `o BAIMA & HOLMBERG, INC. 165 NE JUNIPER ST., SUITE 201 Ull KE ISSAQUAH, WA 98027 _(T-9.T_4:- - - - - -1 (425) 392-0250 LEGAL DESCRIPTION: A=90`00'00" o I I 6 I PARCEL 3 OF SHORT PLAT NO. 674217, AS RECORDED UNDER RECORDING NO. 7603170525, RECORDS OF KING COUNTY. o I I I co AUDITOR; 58.00' t ° o I I SITUATE IN THE CITY OF RENTON, COUNTY OF KING, STATE OF WASHINGTON. 5,964 Sq Ft I o d I Lip t. I 4: I II o TAX LOT 1312305-9125 L .J— _— 7y + 34 Yvtf c a g}ft_TT9.-4at — —. — J O - 9C s„ h (� .{ BASIS OF BEARINGS: r'J a dl —_ _-- --- 1 a f r BEARINGS SHOWN HEREON ARE BASED ON THE BEARING BETWEEN CITY OF RENTON CONTROL MONUMENT 10 NO.. 1872 o I AND ID NO. 1227 BEING NORTH 20'09 04 WEST RECORDS.. OF THE CITY OF RENTON. o I , o 58. 0' L= 34.56 f o I I p REFERENCE SURVEYS: R=22.00 a r I I 5,979 Sq Ft Ln ----- _ ' 0 0" I I ROS 1: (REC. N0. 199503301293) VOLUME 173, PAGES 11-14. a - _- - - - ROS 2: (REC. NO. 8811179001) BOOK 63, PAGE 243. ——1-1-JT2 -- — — — — 3 17.5' oo ROS 3: (REC. NO. 20060503900008) BOOK 203, PAGE 220. t �-r-------------- r . . . . . . . . . . . NOTES: 5,896 Sq Ft I 7, _ �0 1. MONUMENTS LAST VISITED 1-14-04. 0 3 , CDI I 4 0 2. THE LEGAL DESCRIPTION AND EASEMENTS SHOWN ON THIS SURVEY ARE FROM SUBDIVISION GUARANTEE BY LAWYERS TITLE INSURANCE CORPORATION DATED OCTOBER 9, 2009, ORDER NO. 30025180. M ; $ Lo I I 5,993 Sq Ft I co J. THE BOUNDARIES SHOWN ON THIS SURVEY REPRESENT DEED LINES ONLY, ACTUAL OWNERSHIP MAY OTHERWISE BE r I II Lo DETERMINED. s a I I I 4. BOUNDARY/TOPOGRAPHY SURVEY PERFORMED BY KRAMER & ASSOCIATES. 80.00' � x18}= L---- r7l1-20 U0'-VERTICAL DATUM: 15.55 ' S. 525' NORTH AMERICAN VERTICAL DATUM OF 1988. " 4 1 1 TRACT DEFINITIONS I c BENCHMARK: TRACT R C U ED) , I CITY OF RENTON CONTROL ID NO. 1872 1 FOUND CONCRETE MONUMENT W/ NAIL IN CASE AT S. 192ND ST. AND 99TH PL. S. ELEVATION = 319.47 U.S. FEET. TRACT �B� o SITE BENCHMARK: SET 60D NAIL IN UTILITY POLE ELEVATION = 216.71 U.S. FEET. _ _- I I CRITICAL AREA TRACT -(STEEP -- SLOPES)- OWN ED/M AIN TAINED BY I _ 4HORIZONTAL CONTROL f I f HOA I na i CITY OF RENTON CONTROL POINT 1227 TRACT 'C' cti COPPER PLUG SET IN THE TOP OF A SQUARE CONCRETE MONUMENT THAT IS RECESSED 0.85' BELOW AN IRON OPEN SPACE OWNED/MAINTAINED Q MONUMENT CASE COVER AT THE INTERSECTION OF S.E. 45TH PLACE AND TALBOT ROAD. EMERGENCY VEHICLE � f ACCESS I CITY OF RENTON CONTROL POINT 1872 I COPPER PIN SET IN A SQUARE CONCRETE MONUMENT 0.1 ' BELOW IRON MONUMENT CASE AND COVER IN THE CENTER OF 85 1 I I OPEN TSPACE - OWNED/MAINTAINED THE INTERSECTION OF S. 192ND STREET AND 99TH PLACE S. BY HOA I I I P rGRESS 1 EMENT 6' 220588 I f i LOT 2 RENTON SP # 05 9 - 85 I f 1 31 I I I � i p Z \ I I \ f I 0 5 10 20 30 r SCALE 1 " = 30' \ SPHALT EDGE UNLOCATABLE EASEMENTS AN EASEMENT GRANTED TO PUGET SOUND POWER & LIGHT FOR �KUP UNDERGROUND ELECTRIC TRANSMISSION AND/OR DISTRIBUTION 0V WA ` 1 SYSTEM ON A PORTION OF SAID PREMISES RECORDED MA7 26, �Q'��, �►• 3 1 ; ,32 1995 UNDER RECORDING NUMBER 4577286.CP N AN EASEMENT GRANTED TO PUGET SOUND POWER & LIGHT FOR, \ <6 5 UNDERGROUND ELECTRIC TRANSMISSION AND/OR DISTRIBUTION �� ---- SYSTEM ON A PORTION OF SAID PREMISES RECORDED JULY 16, 11332, FOUND CONCRET MONUMENT 1976 UNDER RECORDING NUMBER 7607160539. SISTER.. C3 NAIL DOWN 1.5 °NAL Llti� ` � - S. E. SEC. CDR.