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SEA. TOP- 31.32 161 vv IVI rl co i INV�S Z,-�. C) tK D 12 W -7 v F3 0 T. - 2 /-5 NEW IVEWAY NEW SIDEWALK kl-6 RB ICY. k (& CINAL llt x _Y-- . - CHECKED FOR COMPLIANCE FtK ul VI ui- Ft CITY Ul- KLN I UN PER FRS STD. PLAN FR-02 TO CITY STANDARDS 61 96298-02 0 CB G � C7 CHMH VAUL SH(T. C7 - OF I k- - Date BUSH, ROED & HITCHINGS, INC. TOP=30.61 G 31.03--1�1 -4 Date C B- CIVIL ENGINEERS & LAND SURVEYORS Date El D D �D C B TOP=:30-94 2009 MINOR AVE. EAST (206) 323-4144 SEATrLE, Washington 1 - 800-935-0508 CBMH 98102-3513 FAX# (206) 323-7135 Nlr-�T F) BRH E-MAIL: INF046RHINC,COM SHFFT C6 OF 14 00 W P� 0 00 Y U\ Lo 8 W u o , a N o I Q J n Li CD r) o a� Z m o Z LO Q Q ry LJ W Q Cn Q I� LL N Q Cn Lj Q I °- Ld I W Q Q a � N Q0oa IIiIIIIIII �Ob I C III IIIIIII �°d IIIII � W +2 n' 31 30.70 �O ,2 q 4° ADS I 1 1�' ' 2 ,�/ 3t�;' / \ / FOOTING DRAIN 498 A[S /' r +3,55 pIE=29.97---� 11206] FdOTING'-DRAI:'31.50 If=29.�� 1.00 . N �•� .�-'-ar 2 �o F ,---- --- - -- n� �5 SD ==L8.7J L 31.50 32.25 �.� �\' ��' 2+31 32 -- �0.3 E_X S i INC S A F WAY � �32,\ x x +35. _ / 2 2 \ �� - _ F , ,L S a` 2.8� '� - �. 90 0 B E D E MO -! 5 H F L) 32.25 \ � 33 \ / �,`� \ r e 31.18 / CB 7 TYPE IL ,� '� / . x 7 / 32 € I.E. 25.97 32.00 1 x /.. + 2 + 2 :9,Y5 3 fl A -€ 32.25 � T• � � � ,e° ,f � tj� � �'� � � / Lam-'"� ti x s' / �� -- �. �- r Y 1 C F E- -VOLO f� 33,2 32.]) r{�� 31.50 45 29 CNJ • { l,` t n a sY',33.24 + J2.68 + 32.10 / • �)' a- 33.17 �j1.) 1-_8 7 33.32 C� �. x ' X_ -- _ _ _-2. 5j Dll ` 7 4 7O \><i�- _ __ ` /� •� ` ' �,,r'l 1 31.18 / 7� J -- - / 33.Wl. t \` 2.15 ., s / / 33.78 1`L� 3 / �'u ;l, :... i A ` r S,� F E WA Y #1 5,6�� 1*7 YMH#19� TYPE I! +�33.73 48�33.94J3.S3 NISH FLOOR 32.3Ox FX. CI3 CONCRETE32.S 2.a6 �. 95 TYPE i SEE CHTQxTUNDER CC �R .0.8 a 32CB 10 IE �2673 �.� 3095 � MATCH LINE SHEET C4 ' ` < 31.70 31.30 I 1 * o r 1 31.50 30.90 3Q.9_Q 3 31.50 32.25:� r� _ 0 tx 3sae0 +32,3 f / RIM=30.00 V 1.50 \ y� 32!25 ,� 33.60 33.9 ,57�J U � ' 2.07 n� � x PLAN „ -- i 5• s rlrrrrrrr ' - ��\\ .g'LF,., f 1.E. �02 71 2.1 i O ` `ti -- - -- - �°� 4 ADSt7:$0 T ` 9 'l wk.... ° 31.4 _ • �y�. x 4 30a93 . + 32 - 32.7, -_ - ®+. \ FTG DRAM, �.....: - E d5 0 x I \ x 1. o--- Kq?6.6/a= x t \O a� !` / s �'�°�'r /� ' r� TRENCH DRAIN - - 3' 2.65 / 27.7220 �-•.__ „ n `I T TE=27.67 27.7 f s �'' 5 POWER-33.3< IE=25.81 �€`I CONNECT TO C8 3{b'�" 30.72 x CONNECT TO ROOFuDOWNSPOUT L/ RISERS 1 I 32JHRLJ SLEOE- 5� SEE MECHANICAL Pt -AN `1 IN RET„ WALL. ,cti �!y 30.00 I.E.^25.27 32.4e \.( ,`' MH#20, TYPE 11 31.18 ��,� I.E.=27.00 \ �. �; ,�^� x •' ,- MH 21 TYPE I 4, �' i 32.40 C CROSS�INGiI G�' 1 I �' RIMR 0.70 S� \ TE= 9.50(12" ROOF) 48 Ov 4x r J3 ae Q =. g I:�`=27.10 97.0. L1-ti12Dsa ., RIM=31.15fxi.E.=25.81_..'- IE 6.96(12 ]so) _ " 1 l '< .• I.E.=28.65 411 ) I.E.=24.80 (12s') 31.18 - -- \ x 30_�: ,3 .68 i221.1 P-/12"O SD 0 2.7 RET /ALL �J �0 s // ? >'� �O \ 31.50` i, ,� I x SEE Aficiil � PLAN x 31,A �I - .. 8� ROPOSED ----- w/ 3.u8 x i 32.04 i i jj''-6 a _ CB a : ASPHALT GRatt` ---R--- r'1 " ��`' ' - 1�ti-28.29 6' 2 6 2.8,5'S ^� T . - 2 5.1 J I t � 1.50 r 25 I __ - 0 f f 31.8`� 1� 1.890 y �/ ING BUIU)NG - - 7 31 77�:; , i f ; TO BE D M01ISH�' J- 1 C4 uE xI� I ;� 31.58 � 32.25 1�. •1 I X � � +,•.e 2 i �< + 47 ADS r� � 31.18 F 1�, f �Cj TG DRAIN 00 N x r, a 356 x+32]IE-28.80x ^� 59 ! `3� 1� ^� �. 31.1E L` x �� �.� I i x u 9. 30 F J l� x ` I f \ TiLI TY 9 `j - x --,.70 tP - ; CB 9, TYPE In_, r� x� x `_._. 1 E -27 35 .32.25 lff TOP= 29. J I �� .. .... -. r l n 2.8.0 .. 29.80 f=' A , TOE'-2.84 I 31.so 1 ACCESS MANHOLES ,' '� �� / % BO -I. 025.67 I 3, 31.50 J3.59 FULL 0 DIRE 1�� INTO SLUDGE HOLDING TANK �� / �°� c / 32.00 k. 32.75 I� 1 OP 4"0 0,F . - 30.55 �` � � x � x { T j {�g?�{ x tf LE f j'�O E CF �\ J �ls` ^ ' + 32.55 �/ j i� X / .) o INV NW =2 .89 �-� �3211 o 35� o 0 0 to �\ / �L' / �1 �' �6 x 32.00 t' �O I �I� \ / x x __ D 31 31.30 31.50 I I J < / r I I�3 ~- I I I SSMH Y- x �-4 ADS 3� - I, f s I -+ 33.65 / ��� FOOTING AiN i 1C �\ I RIM=31.59 3?.2o X lEt 7 x 31. x ' I ' �I INV=25.14 (E - Wl j 31.7 f / \. 0 3 3 a 2 two �_ --_ 32F .]8 3 G ` 2� \ �_ C\✓ ,,.. ,,, �`m..::.„ i� ux .mix-x�:, s->raa. xo. ....�:o :<tt 1 >..v - a+r� .x. ..att.<.- hor-a:�ett^-�ica�,ema �vca - 'e6��:. a.::o-/ / u .:::- t4a: ' .3] / - Ii '\ / 3232 f-a -__ -' +3 4" ADS `O I ( � 1� 31.54 \ Iq_ , +-✓2-i7-----T - J('jjlt-F- -. _---- -- --- .�.i-- _ �. ------ -. _---\ - . ; - - J1.]e .\ . ^.--� ,� . + a + M.20 / 1 \ + 3 ? _ -- - ice' . 32.e , ,4• '.!� + 32.40 +032.2] .11 31.46 I O, 1 ^^ 11. _ - T +32.3a - e FOOTING DRAT �S23o 32 L, J -I 1 V 309 tK I� . I KIM=J1.bY 32.01h I.E.=24.30 IE=23.00 CONTRACT CONFIRM I INVERT PP CONSTRUIt 300 ff A- ti A W -� _ - �1;-�- --� -- -- - . < --- ----- - - - -kilo-- - _ - '.�. �p _ �1 1 � � - W - D .�. � T YP. ^ C u PH k '�D O o 0 32..16 ^ �� I CB 1 62 `3jO� �% -- -- r0 - // O� �� Al - 9 . 6 -- SEAL o rTOP=3 > yam- -1, 3, S I N V S -- 2 9.51 6 2020.3 12 'JV -- - -a`b ------ --- -- - --�`�--=s-.-�_-_- �// - -0 2 W - ---- - - ------ - ��------- 1/�/ - - v�� - -- - -- -�"� -._ - ---- - ��- - - -- �3 - -- -- -- - _�O 'cis° Ncl l96° _ -,J I • �`� - -- - - - �� B 0 T . = 2 7.16 ,�\ ' �\ �� �,� i �yA� - ��� - _ y - _ _ _ _� ANEW WALK, CURB &DRIVE' AY _ _ _ NEW SIDEaVALK_& ��1 2B _ _ _ ��•�� '''� - _ - __.--_ _ U{ FOR COMPLIANCE ---PER CITYOFRENTONN STD. � PER CITY OF RENTON STp� -� �.�--�'�--- � max`~ -� �„�, ,Z��-'j TO TY STANDARDS - -- - 32 - - ____ ___ __ - - - - -- PLAN FR-01 N & FR-02 I PLAN FR-02 L�RAPHIC SCALE - 29 �- 02 SHT. C7_QF_l4�_ - -- ---------.5.--- _�--! _ _ G - - - 5 - - -- - - - G --- -- - - ---- - -- - -- ----- ---- (; - - --- - ----- - G -- - - - G o T1 C7 OF 14. 0 10 20 60 120 - ------ - Date -� 31 - BUSH, RO€0 & HITCHINGS, INC. ---- -- Date --- L'CIML ENGINEERS & LAND SURVEYORS Date -- 6 =-- --- _ -- - - -- - - - - - -- - G - - --��-_-__�E---__-- _ - -- - ' 009 MINOR AVE. EAST (206� 323 4144 31.10 1 inch = 20 ft. SEATTLE, Washington 1--500-935-0508 E3RH98102-3513 FAX# (206) 323- i 135 r`RPAI-I C13 \ E-MAIL' INFOOBRHINC.COM I 1 SHEET C5 OF14 Cn LL W X C" ii 4- 0 U z Q J a W ca Q Nz Q Io� oLn 00 Q - 0-) �' Q Now 0) 0Cn II a I U N 1�1^ Y/ o mp$ W 4 a d � 0 O a• U N I � I I C. W CD Q C0 z o z� Q C) W < (� I 0 3: Q I Z W V) Q L_ I i V I w Z I I a - Q w I a Q I 'I � F5 IOW 0 8 ;a e E (A 0 Q U 0-p 4 Q �333 V)Ld 3 X X x x x 0 \ \ Q w oo r cr x m I INLET -TOP=29.88 INV(S)=28.68 6"CP w O �L O 43O x x � r 49 97 - 5 HH ' q2p48 ELEC._ Lij t E -- E� - -- VAULT 667 W T� R P I P E L I r----- �- -- �- - - --- W/ MHO u- f ------ / l CO CD\ ------ /�-60" WATER PIP L NE +29_ to WM H--- + 2 9 .. 54 - - O W , _ -- '51 WATER- PIPE NELE.=28.0"0 _ �\ -E STORM1 CORE DRILL LLJ U (L \ \ TOP = 30. f 3�� - 7 LE 32.3� \ INV(SE) 20.53 IN o." t1\;r(N- =18.80 AFTE�.I V TING STRE 1$ PiEMOLISH D I.E.=29.50 TOR MOVE EXISTING W/TRASH RACK WATER STORM AND SANITARY STU S 8 F 8"A SD S L ,., _ BACK TOEXISTING MAIN. 0 18.75% SiMH----- ---- \-- x�o• w RI=2.9.67 \ IN - 24.47 (SE !NV= 3.67 SW--E) CHANT; 30, w u � 4 7 +3.58 �330 CONTRACTOR TO GOWTRM� THE x 12"0 STANOPTPE FROM THIS POND I ' CONNECTED �� THE EXISTING 24 0 SD IIQ� OLD LAKE" AVENUE RIGRt- OF -WAY. 1 �' Q l IPRAP ' t+2 PEt - �� E _-_ 'Vol* /E -_-- x / MATCH LINE SHEET C6 I 0 cn W z w V) Lr' w W o - o a o CO U �;- U rn a r N U to 0 �) www C)aaa w V) W z % p rl) N O Z Q d U: \96298-02\XGRD.DWG _C B_M_H _ TOP=30.40 _'-- INV(N--S)-21.17 CHANNEL to So 2ND ST INV(W)=21.40° 06' °17 E J °> °Q °s -10 NEW SIDEWALK & CUR NEW DRIVEWAY ,6 PER CITY OF RENTON Si& PLAN FR-02 PER CITY OF RENTON E 1b S-TD. PLA44 FR-01 N �� 0 _ - -" E -' - - - 31 �.� STORM b°i' - - - -_ '�T. C7 OF 14. "� '� SHT. C'�OF 14. 5 ,� E t� x x x x x xNEW x F-:�1.93 CURS �c DRIVEWA'(x WALK,`- PER CITY OF ONTON STD. r--- -------_-_�---------- -----------------�� ---- �E-_ -_;� PLAN FR-01N & FR-02 � 00 M54305 E� 0.5 E� 30- 30 � T M I a Hid .94 + �2.9 ♦ ! 2-- -.1 / -... 3J F2 . 3 2 4 J2.{8� / + }z. 4 32.37 \_ 3J. • • + .,8--= y• _ SL'� . '` .. 1 > --- --=iF -- --- -- - -__ .>`..`, -. _ --.-- J(� ` 201_ 63 �` E T O P = 31- 9 0 t - x } \ \ 31 ; 6 -_na, - - �5r �� .--OS 31.80�. - 2.53 32.6 �jL `17 ? .50 \ --__` _ __ INV(E)- _ 2 _ _ 3,.81 E� -?8 90 6 17 1 - 65 \ -- -R _ _ _ - --_ I N V(W) 2 8.7 0 6 METER &. CCN1"RAC- I - j �o _ INV(E==29.70 Z - - - --- ----- - - - B 0 T . - 2 7.3 5\_\ ---- ---- ----- -- - ELEC. CONTROL= -III -- - - EEC - � x ,- wq �. + 31.7 3 +) I MH _ _ --- - -- R D£x �� 31 23 CB 3 TY_PE-- E, RIM=31.20 M y� � - �� ��S�J9H - s W31.90 �a 31^6fl I.E.=27.02 EX. 3 0 (M:_ j1. X. 31.50 �� y 31.20 �- ' 31.29 �: �., EX. 31.28 I N ADJUST TO TO _.._...._._..,. _... w . �.- . -- 2....�d�j„CH AC RADA ' � + 3�.9s-', 314.3 f��.a + 3, 55 x x 31.3) 1 � i+•' !' 3r42 t 110* 1 5-9 E f s, 6 MH 5 TYPE f fS \ 3 5, RIM=31.30 S - f 4147 I.E.-26.74 MHTYPE }L60 E RfM-31.50 31.7J; 30.74 ��' f - - ,f� _ 4, TYPLT ;, - - -_ - __ - - - - -- .=27.26 ,! I �j RIM=31.60 x 1 ' 0 f 31 .03 x I.E.=26.99 x x x I 31.80 6 x X131 r c�0 ►•� ff'IV' 129.03 (S) V? 3U o 0.• k 2 7.18 - (jam A C .• �( +�1 V t r ( I +31.1, +3275 O= -32-� t� .3. - - __.-- - --- - -- xx L x ' ,R � T ' \�3 # 31.30 31.50 30.90 .. = - _ / - I\ _... 31.91 CU R E�--+-II 31.50 iE N Z �o ( X K3� o;o I FUTURE 3 63\\�O.._ ._ .wM •. 3n48 x: (/) 30.8a i I I �� II fir+ FO a _ aye BUILDING x 4 x. .J CJ F.F. I I I ......................,,.. V t -- b� - 31. r z '. CB CN TOP- 30.E - s 21B.90 4" I TYPE I29.64 70.60 n 1 ._�,25.Ib1 J I&ip#i, M=3U.1U wrwv c Pa © ry £ 3 .09 I I . E. = 2 7. 6 050 S $ MATCH LINE SHEET C5 ^+ �-O x I B 6,TYPE IL I I. 6.15 `� (�U CONTRACTOR NOTES: 1. CONTRACTOR IS TO FOLLOW ON -SITE SOILS ENGINEERS RECCOMENDATIONS FOR USE OF VIBRATORY EQUIPMENT FOR SOIL COMPACTION WITHIN 50 FEET OF THE PROPERTY LINE AROUND EXISTING APARTMENT COMPLEX. CONTACT RAY COUGLAS ® EARTH CONSULTANTS (425) 643-3780. 2. PRIOR TO ANY CONSTRUCTION THE CONTRACTOR SHALL CONFIRM THAT THE OWNER HAS COMPLETED AN INSPECTION OF THE EXISTING FOUNDATIONS FOR THE APARTMENT BUILDINGS AND THAT A MONITORING PROGRAM HAS BEEN STARTED BY A REGISTERED LAND SURVEYOR. DEMOLITION AND/OR CONSTRUCTION CAN NOT BEGIN UNTIL THESE ITEMS ARE COMPLETE. 3. USE EXTREME CAUTION ON WORK WITHIN SEATTLE CEDAR RIVER PIPELINE RIGHT OF WAY. NO DAMAGE TO EXISTING MAINS OR FACILITIES SHALL OCCUR. NOTIFY CHRIS CHURCH WITH SEATTL.E PUBLIC UTILITIES ® (206) 684-5972 TWO WEEKS PRIOR TO START OF WORK. 4. REFER TO ARCHITECT PLAN FOR CONTAMINATED SOILS LOCATION AND SECTION 2200 IN SPECIFICATIONS MANUAL FOR REMOVAL INSTRUCTIONS. LEGEND: PAVEMENT FOR LIGHTLY LOADED AREAS PAVEMENT FOR HEAVIER LOADED AREAS :X PAINT STRIPING CONCRETE EXISTING CONTOUR - - 30 - - PROPOSED CONTOUR ----30 --- 3o.5fl PROPOSED SPOT GRADE RIDGE LINE - - -R---- GRAPHIC SCALE 20 0 10 20 60 ( IN FEET ) 1 inch = 20 ft. Hi tin c, c of Wayp0� �' ��� IL rc y/y ��� ,OP�,E�-r ? ;� '<jEV Cuv OF �E 4 y • � �C�� may+ u�, ,� � ��`�� 120 �i SEAL 1i 1969 I C. Icc. 'T "ONAL CHECKED FOR COMPLIANCE C 12i�i� - 96298-02 TO CITY STANDARDS BUSH, ROOD do HITCHINGS, INC. Date --- -- --- - Date -- CIVIL ENGINEERS & LAND SURVEYORS - Date BR 2009 MINOR AVE. EAST SEATTtE, Washington 8102-313 (206) 323-4144 1 - 800-935-0508 AIN323--71135 -- E-MAIL: EJDeRkNC COM SHEET C4 OE 14 4- 0 O� rn ::D cD f- O w w Q 0 J n 12'1W CB TOP=30.18 INV(S)-29.18 6"CP INV(N)=21.51 30"CMP �v v v �J f / { // JlllE�25183(i2"JSDj Q� INV(E)=21.31 8"CMP OUT CB#16, TYPE I DIRT a // /00 / / --w _ 2" Q� INV(SW)=24.61 8 PVC 36.OLFN "0 RIM=28.00 N CO INV(NE)-24.61 8"PVC SD © 0.37 I.E.=26.45 X\ 0 / / 7J STUMP X\ RDY. Q�` P� CB 17, TYPE I 12" CROSSING!! Q� Q� RIM=27.94 OCU T = 48 (�,. Dy�/ T / // / / O I.E.=26.47 p I 2-9 1 / // / W I C63"CH P 6 R 194 69' H RDY. P UM 6"PINE L 45. 7' '\ CB 77.4 F-12 / `v TOP=27.96 ° / / / / CB# 2, TY IL EDGE Q`'>Q 222,31' PG'Q INV(NE)=24.66 8"PVC ASPHALT / / 48" DIRT l 3 // / /// RIM 29.15 I.E.=26.V1 SAFEWAY SIGN N88°19'25"W STEEL POST 284,14' ❑ CB 15, TYPE I PER RENTON & CABLE FENCE RIM=28.70 U SIGN CODE I.E.=26.36 CONC. BASE ONLY X 'CONC. BASE ONLY PROPOSED U / / /// / p - 06°15'45" R FOR LIGHT STD. �Q FOR LIGHT STD. PROPERTY LINE - C CB D/t'RT /// / / L = 4.56' �o SYC. O � TOP=28.39 TREE �P`' INV(E)=25.44 15"CMP DIRT � ry 221 1 LF-1 S CBMH 00, 40 � POWER O CB TOP=30.13 UNABLE TO OPEN `* CL- SYC. METER Q _ _ / / DJUS TOP w 00 TREE TOP=30.84 / / O GRADE ° D CONC INV(W)=30.21 3"DIP � MH m if31 0_ gl��gOAR P� V -f\1E 2 AI ,` o P ONC ❑ �Q� 26, 2"C C P / DIRT P STEEL POST B p,RU CON SULn 41 /// DIRT ��Pp = 39'00'59" N o & CABLE FENCE 3 / / R = 2 4.6 9Z FF- / m L = 1 3.43 CONC.J � CONC. m Co ❑ o 0 CB g"E TO =31 � x �� TOP=30.53 N� - - / / w ~ - / INV E =29.03 4"CP ❑ ( ) %511 15 /// /// / DIRT S ,� 0 6�F 8 CB41 1, TYPE I CD 9 RIM 30.0 0) z I.E. 26.71 (12, ) �'N�1o1 /��/// /// ❑ DIRT CID- q I.E.=27.50 (8 o) o P3 PB�-� F AREA DRAIN 8 S FEWAY SIGN CONCRETE RIM=31.00 PER RENTON SIGN CODE P NV(NE)=29. 4'''VT CBMH ' �/ // o �P� �\ �\ ��\ N� TOP=30.09 PG'Q � PA INV(NE-SW)=18.64 24"CMP STOPASIG PA CONC. INV(SE)=21.79 8"CP 1 .95' P 8 8'4 050 W 108.61' INV SW =27.59 2"STL 6 W W ( ) - HEDGE INV NW =28.64 4"ADS O = 04°3 '39" ( ) = 129.15 212.5 = 10.17 o CB to TOP X\ WM H '� " I N V(,-.)-, �\ P� 12W Q� O 12W BOT.= CB o � TOP=30J7 CBMH VAULT G G G CB G G G- TOP=30.61 R 1 1 T 1 TOP=31.03 G CB C. 11 TOP=30.94 CBMH -� NOT FIELD LOCATED u LEGEND GRAPHIC SCALE 0 20 40 80 ( IN FEET ) 1 inch = 40 ft. ��5, ► NC = o_ W O& -Hsn� Z lta�� 0 W 'D 0 �U Illy w t7�r7Z vv�, w 0, � z Cr o000 = Z 2 �x U xQ C) z J w S 'd V) W F- O LL, W z W 160 O 5 > �' J z aL J■■ w WZ 3� w J 'n �1~- N /�y� N V Oi b W x It m Z 0 s ® Li FOUND CONCRETE MONUMENT ® FOUND MONUMENT IN CASE FOUND LOT CORNER AS NOTED PA PLANTED AREA HH UTILITY HAND HOLE O OCAP UTILITY CAP coo CLEAN OUT n SIGN POST O WMH 0 WATER MANHOLE 1- (� FIRE HYDRANT /-� z LL = g WATER VALVE LIJ V) Q q BLOW OFF ASSEMBLY o BOLLARD POST O F-- ® WATER METER BOX (i CP' WATER HOSE BIB Z( LUMINAIRE p a GAS VALVE LLJ ® GAS METER Q Q Z UTILITY Box N (n ❑ TELEPHONE RISER z W T� TELEPHONE VAULT O 1 ~ 1 POWER VAULT Q© z vn TMH 0 TELEPHONE MANHOLE L J - W ry ® TRAFFIC SIGNAL CONTROLLER Z 8"o DECIDUOUS TREE (8"CAL. DBH) W O CONIFEROUS TREE z w W WATER MAIN ---W--- WATER SERVICE plj\` SANITARY SEWER LINE �� ; O R���o` drawnBLC checked by p STORM DRAIN LINE G JV` �. 1g99 d 1 scale � � dote ---G--- GAS SERVICE LINE �� 1 =40 6-99 FENCE LINE job no. P BURIED POWER LINE 98095.01 T AERIAL TELEPHONE LINE steel 1 of 1 U: \98095\UTIL.dwg N.W. 1/4, S.E. 1/4, SEC.. 18, TWP. 23 N., RGE. 5 E., W.M. RENTON, KING COUNTY, WASHINGTON LUA-99-089-LLA LND-30-0194 APPROVALS adoo EXAMINED AND APPROVED THIS //' DAY OF KING COUNTY ASSESSOR uo✓��o - �� 9 y 2,000 EXAMINED AND APPROVED THIS IC, DAY OFt999 A.D. CITY OF RENTON ADMINISTRATOR OF PLANNING/BUILDING/PUBLIC WORKS DECLARATION KNOW ALL MEN BY THESE PRESENTS THAT WE, THE UNDERSIGNED, OWNERS IN FEE SIMPLE OF THE LAND HEREBY PLATTED, HEREBY DECLARE THIS BOUNDARY LINE ADJUSTMENT TO BE THE GRAPHIC REPRESENTATION OF SAME, AND THAT SAID ADJUSTMENT IS MADE WITH THE FREE CONSENT OF AND I-N ACC RDANCE W H THE DESIRES OF WNERS. AV BY: J 12,4 ��ar�/� BY: Wyul �1AtNC+I ITS: TRUSTEE STATE OF WA 0 ) SS COUNTY OF iY14) I CERT Y THAT NOW OR HAVE SATISFACTORY EVIDENCE THAT i oTHE PERSON WHO APPEARED BEFORE ME, AND SAID P RSON NOWLEDGED THAT HE/SHE SIGNED THIS INSTRUMENT AND ACKNOWLEDGED IT BE TO HIS/HER FREE AND VOLUNTARY ACT FOR THE USES AND PURPOSES MENTIONED IN THIS INSTRUMENT. • r 0 DATED: _ 8 - q-qq kwe1o NS ap svwN*1 C _rn C_ tv- %0_'0Qrf_ C 011 P 6 r C.*i 16 rN I c..i-� ABC-1z1 Q E : _fit IAjw s) �t BY: BY: ITS: TRUSTEE r�, STATE OF /� `k— f, COUNTY OF xjn_5 ) I RTIrY tT�jljT I KNOW OR HAVE SATISFACTORY EVIDENCE THAT D�IQ �1111!*' SOYbOIS THE PERSON WHO APPEARED BEFORE ME, AND SAID PERSON ACKNOWLEDGED TI.A".' HE/SHE SIGNED THIS INSTRUMENT AND ACKNOWLEDGED IT BE TO HIS/HER FREE AND VOLUNTARY ACT FOR THE USES AND PURPOSES MENTIONED IN 'ITH_� INSTRUMENT. COMMA b%a" +31t,� DATED: �y Q Q �! '0 17� 91 EXISTING PARCEL D� 1 DE13CRIPTIONS PARCEL A: 5V1(W %A $ S�cUCA z U v % 4- o C) O BY: BY: Z TC O N `?' Uj Y ITS: TR-i4FT-B* I } �� Q.Lrt �l'Ll r 4 LL o z,W C}J1� a U ---� STATE OF SS COUNTY OF I CERTIFY THAT I KNOW OR HAVE SATISFACTORY EVIDENCE THAT 5r% Sty tA,j. (Jpkjj(,, kft;-S THE PERSON$,WHO APPEARED BEFORE ME, AND lb/*, YY SAID PERSON ACK WLEDGED THAT SIGNED THIS INSTRUMENT AND ACKNOWLEDGED IT BE TO HT9fL"'R FREE AND VOLUNTARY ACT FOR THE USES AND PURPOSES MENTIONEDVIN THIS IN TRUMENT. DATED: 51� 1�1, 1451 l0 a N ON3 SYLVIA BURNETT m ma � } _ LL COMM ik1122050 O C NOTARY PUBLIC-CALIFORMA . N Om>_ mZ 0 COUNTY Of ALAWDA J •~ .-a •-, On m N O My Comm. EOes JOI. 15.2W] B m-'V m 0-,z N rL y m m ED E J AUDITOR OR RECORDER'S CERTIFICATE Z Filed for record this day of 19--at M. in Book of Surveys at page at the request of CE BUSH, ROED & HITCHINGS, INC. COUNTY AUDITOR OR DIVISION OF RECORDS & ELECTIONS THAT PORTION OF GOVERNMENT LOT 10 IN SECTION 18, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., DESCRIBED AS FOLLOWS: BEGINNING AT A POINT ON THE EAST LINE OF THE MITCHELL ROAD 274 FEET SOUTHERLY FROM THE INTERSECTION OF SAID EAST MARGIN AND THE SOUTHERLY LINE OF THE CFDAP RIVER PIPE LINE RIGHT-OF-WAY, SAID INTERSECTION BEING 2,721.63 FEET EAST AND 16.8 FEET NORTH OF THE WEST 1/4 CORNER OF SAID SECTION 18; THENCE EASTERLY ALONG A TINE PARALLEL WITH THE SOUTHERLY LINE OF THE CEDAR RIVER PIPE LINE "IGHT-OF-WAY, 265 FEET, MORE OR LESS, TO THE WESTERLY MARGIN OF THE BLACK RIVER AND THE TRUE POINT OF BEGINNING; THENCE WESTERLY ALONG SAID PARALLEL LINE 265 FEET TO THE EAST MARGIN OF MITCHELL ROAD; THENCE SOUTHERLY ALONG SAID EAST MARGIN 75.50 FEET; THENCE NORTHEASTERLY IN r STRAIGHT LINE TO A POINT ON THE WESTERLY MARGIN OF THE BLACK RIVER, 28 FEET, SOUTHERLY FROM THE ABOVE DESCRIBED PAKA-LET T_ NE; THENCE NORTHEASTERLY ALU:'_ `' WESTERLY MARGIN OF TNF. RT.ACK RTVFR TO THE TRUE POINT OF BFC'1'a ,ING; EXCEPT THAT PORTION OF IHr' ABOVE DESCRIBED TRACT DEEDED TO THE STATE OF WASHINGTON FOR STATE ROAD NO. 5 BY INSTRUMENT RECORDED UNDER RECORDING NO. 3 10 ).91 `i ; SITUATE IN THE CITY DF RENTON, COUNTY OF KING, STATE OF WASHINGTON. PARCEL B: TRACT 12 OF SECOND SUPPLEMENTAL MAPS OF RENTON SHORE LANDS, AS SHOWN ON THE OFFICIAL MAPS THEREOF ON FILE IN THE OFFICE OF THE COMMISSIONER OF PUBLIC LANDS AT OLYMPIA, WASHINGTON; TOGETHER WITH THAT PORTION OF VACATED LAKE AVENUE SOUTH PER CITY OF RENTON ORDINANCE 4714 RECORDED UNDER KING COUNTY RECORDING NO. 9804220125; SITUATE IN THE CITY OF RENTON, COUNTY OF KING, STATE OF WASHINGTON., SURVEYOR'S CERTIFICATE This map correctly represents a survey made by me or under my direction in conformance with the requirements of the Survey Recording Act at the request of SAFEWAY��IC. in _RCH 19 99_ a County Auditor or Superintendent of Records Certificate No. 34135 FERGUSON R SONS 162366 F'VJASI 0 s '+4� STS e°' 9 L L' I1 EXPTRES mn.s/00 PARCEL C: THE SOUTHEASTERLY HALF OF THAT PORTION OF GOVERNMENT LOT 10 IN SECTION 18, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., DESCRIBED AS FOLLOWS: BEGINNING AT A POINT ON THE EASTERLY MARGIN OF THE PACIFIC HIGHWAY CONNECTION REVISION NO. 2, A DISTANCE OF 274 FEET SOUTHERLY OF THE CEDAR RIVER PIPELINE OF THE CITY OF SEATTLE, WITH THE EASTERLY MARGIN OF SAID HIGHWAY TO SAID POINT OF INTERSECTION BEING 2,721.62 FEET EAST AND 16.8 FEET NORTH OF THE WEST 1/4 CORNER OF SAID SECTION 18; THENCE EASTERLY PARALLEL TO SAID PIPELINE 265 FEET, MORE OR LESS, TO THE WESTERLY MARGIN OF BLACK RIVER; THENCE ALONG SAID WESTERLY MARGIN OF BLACK RIVER IN A SOUTHWESTERLY DIRECTION TO A POINT ON THE EASTERLY MARGIN OF SAID PACIFIC HIGHWAY CONNECTION REVISION NO. 2; THENCE NORTHERLY ALONG SAID EASTERLY MARGIN 160 FEET, MORE OR LESS TO THE POINT OF BEGINNING; THE NORTHERLY LINE OF SAID SOUTHEASTERLY 1/2 IS DESCRIBED AS FOLLOWS: BEGINNING 75.50 FEET SOUTHERLY OF THE NORTHWEST CORNER OF TRACT OF LAND CONVEYED TO A.A. BURGESS BY DEED RECORDED IN VOLUME 1279 OF DEEDS, ON PAGE 27, UNDER RECORDING NO. 2012980; THENCE EASTERLY TO A POINT ON THE WESTERLY MARGIN OF BLACK RIVER, 28 FEET SOUTHERLY FROM THE NORTH LINE OF SAID TRACT; EXCEPT FROM SAID SOUTHEASTERLY HALF THAT PORTION THEREOF CONVEYED TO THE STATE OF WASHINGTON BY DEED DATED APRIL 15, 1940, AND RECORDED MAY 14, 1940, IN VOLUME 1899 OF DEEDS, ON PAGE 263, RECORDED UNDER KING COUNTY RECORDING NO. 3101228; TOGETHER WITH THAT PORTION OF VACATED LAKE AVENUE SOUTH PER CITY OF RENTON ORDINANCE 4714 RECORDED UNDER KING COUNTY RECORDING NO. 9804220125; SITUATE IN THE CITY OF RENTON, COUNTY OF KING, STATE OF WASHINGTON. PARCEL D: TRACT 13 OF SECOND SUPPLEMENTAL MAPS OF RENTON SHORE LANDS, AS SHOWN ON THE OFFICIAL MAPS THEREOF ON FILE IN THE OFFICE OF THE COMMISSIONER OF PUBLIC LANDS, AT OLYMPIA, WASHINGTON; mnr_FmUER WTTLI muAIT' pnT)'Prnn4 nP VA_(7A'rFD LAKE AVENUE SOUTH PER CITY OF RENTON ORDINANCE 4714 RECORDED UNDER KING COUNTY RECORDING NO. 9804220125; SITUATE IN THE CITY OF RENTON, COUNTY OF KING, STATE OF WASHINGTON. PARCEL E: THAT PORTION OF THE H.H. TOBIN DONATION CLAIM NO. 37, AND THAT PORTION OF TRACT 14 OF RENTON SHORE LANDS, SECOND SUPPLEMENTAL MAPS, ALL SITUATED IN SECTION 18, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., DESCRIBED AS FOLLOWS: BEGINNING AT THE INTERSECTION OF THE WEST MARGIN OF SHATTUCK AVE. (FORMERLY SHATTUCK STREET) AND THE NORTH MARGIN OF SOUTH 3RD STREET (FORMERLY 3RD AVE.); THENCE NORTH 88040'50" WEST ALONG SAID NORTH MARGIN, A DISTANCE OF 537.50 FEET, TO THE TRUE POINT OF BEGINNING; THENCE NORTH 01019'10" EAST, A DISTANCE OF 140.00 FEET; THENCE NORTH 88040150" WEST, A DISTANCE OF 48.98 FEET TO A POINT ON THE SOUTHEASTERLY MARGIN OF LAKE STREET, ACCORDING TO SAID RENTON SHORE LANDS MAPS, SAID POINT BEING ON A CURVE THE CENTER OF WHICH BEARS NORTH 57059'28" WEST; THENCE SOUTHWESTERLY ALONG SAID MARGIN ON A CURVE TO THE RIGHT HAVING A RADIUS OF 254.69 FEET FOR A DISTANCE OF 173.43 FEET; THENCE SOUTH 71001'31" WEST, A DISTANCE OF 88.55 FEET TO A POINT ON THE NORTH MARGIN OF SAID SOUTH 3RD STREET, SAID POINT BEGIN ON A CURVE, THE CENTER OF WHICH BEARS NORTH 05°46'09" EAST; THENCE EASTERLY ALONG SAID CURVE TO THE LEFT WITH A RADIUS OF 129.15 FEET FOR A DISTANCE OF 10.03 FEET; THENCE CONTINUING ALONG SAID NORTH MARGIN SOUTH 88040'50" EAST, A DISTANCE OF 252.70 FEET TO THE TRUE POINT OF BEGINNING; EXCEPT THE EAST 40 FEET THEREOF; TOGETHER WITH THAT PORTION OF VACATED LAKE AVENUE SOUTH PER CITY OF RENTON ORDINANCE 4714 RECORDED UNDER KING COUNTY RECORDING NO. 9804220125; SITUATE IN THE CITY OF RENTON, COUNTY OF KING, STATE OF WASHINGTON. RB H BUSH, ROED & HITCHINGS, INC. CIVIL ENGINEERS & LAND SURVEYORS 2009 MINOR AVE. E. (206) 323-4144 SEATTLE, WASHINGTON 98102 CITY OF RENTON LOT LINE ADJUSTMENT NO. LUA-99-089-LLA PREPARED FOR: SAFEWAY. INC. Drawn by Date Job No. RHT 3-19-99 1 98095.01 Checked by Scale Sheet BLC NONE 1 of 3 N.W. 1/4, S.E. 1/4, SEC. 18, TWP. 23 N., RGE. 5 E., W.M. RENTON, KING COUNTY, WASHINGTON LUA-99-089-LLA LND-30-0194 PROPOSED LOT 1 DESCRIPTION THAT PORTION OF THE H.H. TOBIN DONATION CLAIM NO. 37 AND THAT PORTION OF GOVERNMENT LOTS 9 AND 10, AND THAT PORTION OF VACATED LAKE AVENUE SOUTH PER CITY OF RENTON ORDINANCE 4714 RECORDED UNDER KING COUNTY RECORDING NO. 9804220125, AND THAT PORTION OF TRACTS 13 AND 14, SECOND SUPPLEMENTAL MAPS OF RENTON SHORELANDS, ADJACENT TO SAID GOVERNMENT LOTS 9 AND 10, ALL SITUATED IN SECTION 18, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., DESCRIBED AS FOLLOWS: COMMENCING AT THE INTERSECTION OF THE WEST MARGIN OF SHATTUCK AVE. SOUTH (FORMERLY SHATTUCK STREET) AND THE NORTH MARGIN OF SOUTH 3RD STREET (FORMERLY 3RD AVE.); THENCE NORTH 88040150" WEST ALONG SAID NORTH MARGIN, A DISTANCE OF 686.22 FEET, TO THE TRUE POINT OF BEGINNING; THENCE NORTH 00007'37" EAST, A DISTANCE OF 189.91 FEET; THENCE NORTH 88019125" WEST 222.31 FEET TO A POINT ON THE EAST MARGIN OF RAINIER AVENUE SOUTH AS SHOWN ON RENTON SHORELANDS, SECOND SUPPLEMENTAL MAPS, SAID POINT BEING ON A CURVE THE CENTER OF WHICH BEARS NORTH 89-02151" EAST, HAVING A RADIUS OF 779.02 FEET; THENCE ALONG SAID EAST MARGIN AND CURVE SOUTHERLY AND EASTERLY AN ARC DISTANCE OF 139.56 FEET THROUGH A CENTRAL ANGLE OF 10-15153", TO THE BEGINNING OF A NON -TANGENT CURVE CONCAVE NORTHEASTERLY HAVING A RADIAL BEARING OF NORTH 55012141" EAST AND A RADIUS OF 129.15 FEET; THENCE ALONG SAID EAST MARGIN AND CURVE SOUTHERLY AND EASTERLY AN ARC DISTANCE OF 121.48 FEET THROUGH A CENTRAL ANGLE OF 53053'31" TO A POINT ON THE NORTH MARGIN OF SAID SOUTH 3RD STREET; THENCE SOUTH 88040150/1 EAST 103.96 FEET ALONG SAID NORTH MARGIN TO THE TRUE POINT OF BEGINNING. PROPOSED LOT 2 DESCRIPTION THAT PORTION OF THE H.H. TOBIN DONATION CLAIM NO. 37 AND THAT PORTION 01' GOVERNMENT LOTS 9 AND 10, AND THAT PORTION OF TRACTS 12, 13 AND 14 OF RENTON SHORELANDS, SECOND SUPPLEMENTAL MAPS, ADJACENT TO SAID GOVERNMENT LOTS 9 AND 10, AND THAT PORTION OF VACATED LAVE AVENUE PER CITY OF RENTON ORDINANCE 4'714 RECORDED UNDER KING COUNTY RECORDING NO. 9804220125, ALL SITUATED IN SECTION 18, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., DESCRIBED AS FOLLOWS: COMMENCING: AT THE INTERSECTION OF THE WEST MARGIN OF SHATTUCK AVE. (FORMERLY SHATTUCK STREET) AND THE NORTH MARGIN OF SOUTH 3RD STREET (FORMERLY 3RD AVE.); THENCE NORTH 88040'50" WEST ALONG SAID NORTH MARGIN, A DISTANCE OF 577.61 FEET, TO THE TRUE POINT OF BEGINNING; THENCE NORTH 01019'10" EAST, A DISTANCE OF 140.00 FEET; THENCE NORTH 88040150" WEST, A DISTANCE OF 8.98 FEET TO A POINT ON THE SOUTHEASTERLY MARGIN OF LAKE STREET, ACCORDING TO SAID RENTON SHORE LANDS MAPS, SAID POINT BEING ON A CURVE THE CENTER OF WHICH BEARS NORTH 57059128/1 WEST; THENCE NORTH 57059'28" WEST 30.00 FEET TO A POINT ON THE CENTERLINE OF SAID LAKE STREET, SAID POINT BEING ON A CURVE THE CENTER OF WHICH BEARS NORTH 57059'28" WEST, HAVING A RADIUS OF 224.69 FEET; THENCE ALONG SAID CENTERLINE CURVE NORTHERLY AND EASTERLY AN ARC DISTANCE OF 24.56 FEET THROUGH A CENTRAL ANGLE OF 06015145"; THENCE RADIALLY NORTH 64015'13" WEST 30.00 FEET TO A POINT ON THE NORTHERLY rtARGIN OF SAID LAKE STREET; THENCE NORTH 88019'25" WEST 61.83 FEET; THENCE SOUTH 00007'37" WEST 189.91 FEET TO A POINT ON THE NORTH MARGIN OF SAID SOUTH 3RD STREET; THENCE SOUTH 88040'50" EAST 108.61 FEET ALONG SAID NORTH MARGIN TO THE TRUE POINT OF BEGINNING. \ �3 P� , t ss Qo .'i I�,rJ, .arsTt'.t�• �` �OYAL LAKOS EXPIRES 0"5/00 AUDITOR OR RECORDER'S CERTIFICATE SURVEYOR'S CERTIFICATE CITY OF RENTON LOT LINE ADJUSTMENT Filed for record this day of . _, 19 at M. in Book of Surveys at page _ at the request of BUSM, ROED d MITCHINGS, INC. COUNTY AUDITOR OR DIVISION OF RECORDS & ELECTIONS This map correctly represents a survey made by me or under my direction in conformance with the requirements of the Survey Recording Act at the request of SAFEWAY INC._ n MARCH_ 19-99 - �� 8RH BUSH, ROED & HITCHINGS, INC. CIVIL ENGINEERS & LAND SURVEYORS N0. LUA-99-089-LLA PREPARED FOR: SAFEWAY INC. Drawn by RHT Date 3-19-99 Job No. 98095.01 5!erti� 2009 MINOR AVE. E. (206) 323-4144 SEATTLE, WASHINGTON 98102 Checked by BLC Scale NONE Sheet 2 of 3 ficate No. 34135 County Auditor or Superintendent of Records FERGUSON 8 SON`; 162366 6-2-99 FOUND MON. IN CASE, LEAD & TACK IN CONC., DOWN 0.4' S 2ND STREET CITY OF RENTON SURVEY CONTROL POINT NO. 884 ti 6D r+ fr U_ 13 '18, Nip vi N foD NR 6-2-99 FOUND i MON. IN CASE, LEAD & TACK W IN CONC., DOWN 0.4' S86°04'27"E N.W. 1/4, S.E. 1/4, SEC. 18, TWP. 23 N.,' RGE. 5 E., W.M. RENTON, KING COUNTY, WASHINGTON 30 15 0 eTnnnd SCALE T' = 30' 30 IN FEET o = 04°52'56" R = 779.02' i L = 66.38' (C) 1 66.74(R) • 248.53' (C) 248.35' (R) : :•+., ..: / I=--N89°02--- (RADIAL-_ 222.3T ;'6183 35.61 N88°19'25"W 284.14' LU n ZI Uj Q ZR = 779.02' - L = 139.56' (Y l [m RK*fT TO MAKE CUTS AND FILLS PER REC. NO. 1 3101228 1 \ 1 � ROCKERY PARCEL' .^� / 3ga7• 1,054 SO. FT. 0.024 ACRES OLD LOT LINE (TYP.) -T 38.25' (R) o = 05°23'07' PARCEL A __ 38.29' (C)R 779.02' L - 73.20 (0.272 C) LOT 1 SQ. �- 28'3T52" J 72.51' (R) .272 ACREESS R - 194.69' 39,174 SQ. FT. L = ' 0.899 ACRES 97.29 250 RAINIER AVE. S. nT.T7.�R�.............. PARCEL D OLD LOT LIPE N � o = 06°15'45" / R = 224.69' L = 24,56' 3 Sg j3 N88'40'50"W 0(�• 1�. 8.98' PARCEL C 12598 SC. FT. - 45°16'44" 0.289 ACRES Vim: i R:; 194.69' 194.89' CK,' L = 153.(C) _ �7T L = 56.57' `.'' i �' / 15365 .65' (R) i MPG. �` % 8y SOW �pA� 10' STORM EASEMENT s �' /LOT 2 1 (TO PER REC. NO. 5512374 j `y ,�� 19.542 SQ. FT. 6 = 04°52'50" So. F, L = 2.73' ' �. 0.449 ACRES R = 779.02' -1,9p i I"' 104 S. 3RD ST. L = 66.36' (C) •1'��,� �� i� = 39°00'59 67.56' (R) 5 �� `PP REC• I� R 254.69' pTpgl El CP .. � OC C S, D �o r..... P L = 173.43' tom' FZCp,S .... i �� 3 OLD LOT LINE EA CTS PA (Al •............... / i a. o = 10'29131" ' 110 �129g0 p T •g0' lClg.6123 lC� / i / R = 129.15' L mil.•.' NEW LOT LINE L = 23.65' (C) 0t-D 101 15p j �i ````GG PARCEL D CNi CV`�s° EASEMENT F........... / , �Q� 5 = 31°35'3T' 3,692 SQ.FT. / / / / Pj ��� 9\ PER REC. NO. I R _ 254.69' 0.085 ACRES a1 5512374 , ,1 LRIE 1 / / < < P .( dF 00 • �e5 L = 140.43' oLoo�'L �a �G�o+(NPN� o�Ll� 2� __N69'52.26_'W, PARCEL E aa, a' , .� ) �'� a,D LaOYI 31.21' I 0 = 07°25'28" 12,078 SO. FT. 0/ la,V dal w R = 254.69' 0.277 ACRES oia L=33.00' / i'i'jy4l- 8 R = 12915' �i 0�3, 1 - STORY WOOD P 1'n L - 87.86' \ S?�- :' FRAME BLDG. 7.52' - ' PARCEL E (TO REMAIN) T P O. . \ / \ \ 164 SO. FT. p = 53°53'31" R = 129.15' L = 121.48' 6-2-99 FOUND MON. IN CASE, TACK & LEAD IN CONC., DOWN 0.5' g i 1 577.50' (R) \ \ 103.96' - 31.29' 108.6T 577.6T (C) N88°40'50"W 212.56' (C) - - -- ` BASIS OF BEARING 212.70' (R) 686.22' T P O B LOT 1 w' NTERSECTM - NORTH MARGIN \ 0 = 04°30 39 b R = 129.15' c� L=10.17'(C) 10.03' (R) AUDITOR OR RECORDER'S CERTIFICATE Filed for record this --day of -__, 19 at M. in Book _-of Surveys at page __ _ at the request of BUSH, ROED i HITCHINGS, INC. COUNTY AUDITOR OR DIVISION OF RECORDS & ELECTIONS County Auditor or Superintendent of Records FERGUSON k SOG'- 162306 SURVEYOR'S CERTIFICATE - S. 3RD STREET This map correctly represents a survey made by me or under my direction in conformance with the requirements of the Survey Recording Act at the request of SAFE _WAY; -NC. _ in MARSH 19 -- 99-. rtificate No. 34135 �Lto • ' , ClyT4••' J,�NAL LANnS FXPIRFS 019,n5: 00 ACCESS EASEMENT PER KING �' $ OF S. 3RD STREET (3RD AVENUE) COUNTY REC. NO. & WEST MARGIN OF SHATTUCK Q 1 y,q9 V ' C6 W Q Y H = 30' C/i M AVENUE (SHATTUCK STREET) N88°40'50"W 607.54 eco: �Va.: 8 BUSH, ROED & HITCHINGS, INC. CIVIL ENGINEERS & LAND SURVEYORS 2009 MINOR AVE. E. (206) 323-4144 SEATTLE, WASHINGTON 98102 iA W 00 �I BLADG. (C) FD. FT. L MON. 140. P.K. R LUA-99-089-LLA LND-30-0194 VICINITY MAP NOT TO SCALE LE END BUILDING (R) RECORDED CALCULATED SQ. SQUARE FOUND T.P.O.B. TRUE POINT OF BEGINNING FEET 8 DELTA LENGTH 0 3-%-99 FOUND REBAR & CAP MONUMENT O SET REBAR & CAP, L.S. 34135 NUMBER 6-2-99 FOUND MOM. IN CASE CONCRETE NAL RADIUS AREA TOTALS PARCEL A - 11,841 SO. FT. 0.272 ACRES PARCEL B - 1,054 SO. FT. 0.024 ACRES PARCEL C - 12,598 SO. FT. 0.289 ACRES PARCEL D - 3,692 SO. FT. 0.085 ACRES PARCEL E - 12,078 SO. FT. 0.277 ACRES LOT 1 - 39,174 SO. FT. 0.899 ACRES LOT 2 - 19,542 SO. FT. 0.449 ACRES NOTES: BEARINGS REFER TO THE NORTH MARGIN OF S. 3RD STREET AS SHOWN ON RECORD OF SURVEY RECORDED UNDER KING COUNTY RECORDING NO. 7601120367. NSTRUNENT: THS SURVEY WAS PERFORMED USING A W1LD TC1010, SERIAL NO. 367219, TOTAL STATION. PRECISIOIk FIELD TRAVERSE METHODS WERE USED IN ACCORDANCE WITH WAC 332-130-090. LOT 2 OF THIS LOT LNE ADJUSTMENT IS SUBJECT TO RESTRICTIVE COVENANTS AS RECORDED UNDER KING COUNTY RECORDING NO. FOUND PK CITY OF RENTON SURVEY CONTROL POINT NO. 1140 CITY OF RENTON LOT LINE ADJUSTMENT NO. LUA-99-089-LLA PREPARED FOR: SAFEWAY, INC. Drawn by Date Job No. RHT 3-19-99 98095.01 Checked by Scale Sheet BLc T' = 30' 3 of 3 LL-A -