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HomeMy WebLinkAboutLUA79-402 - large format.el-- - -- EXISTING 24" CONC. CULVERT —� D N TYPICAL DITCH SECTION SEE SHEET 2 OF A /MARy 0,47t I+20 5 O �40 5 �A \ 1 1 CULVERT DAYLIGHTS \ EXISTING 24" CONC- CULVERTS _\ Sa _ - - --- -- Z t7C15 I INCZ IG CONC. CULVERTS �ennell aifl 4i70-/,V J SURVEYORS and ENGINEERS P. O. BOX 1031 PUYALLUP WA. 98371 PUYALLUP 845-8833 SEATTLE 838-3474 Approval of this plan does not constitute an approval of design, size nor location of pipes, restrictors, channels or retention facilities; but is an approval of temporary sedimentation jl��CfS{� 60 t'L_414.A� 7 a .'-� control plan only. R NOTES: 4R5 1) APPROXIMATE MATERIAL TO BE PLACED ON SITE IS 22,500 CUBIC YARDS: 2) ALL SURFACE WATER WILL DRAIN INTO HOLDING AREA AS SHOWN ON DRAWING. )� ALL FILL SIDE SLOPES TO ADJACO�TPROPERTY OR RIGHT OF WAY SHALL BE 3:1 MAXIMUM. 4) PRtECT AREA IS APPROXIMATELY 3.0 7 ACRES. 5) EXISTING DRAINAGE DITCH ALONG WEST PROPERTY LINE SHALL BE CLEANED AND MAINTAINED BY OWNER. 2 CU. YDS. RIP- RAP I 6) USC & GS DATUM (MSL) C 7) BENCHMARK LOCATED R.R. SPIKE 1.5 FEET UP WEST FACE TEL. POLE ON N. SIDE OF S.E. 76TH STREET; 2ND TEL, POLE E. OF LAKE WASHINGTON BLVD. 8) FINISH GRADES AS SHOWN ARE MAXiMUMS ONLY. CONTRACTOR MAY FILL TO LOWER FINISH GRADES, PR©VIDE TH�FINISH GRADE AND THE FIRST FLOOR OF ANY STRUCTURE CONSTRUCTED ON THE SITE COMPLIES WITH THE ELEVATIONS SET FORTH IN THE STATE FLOOD CONTROL N Z I PERMIT, AND THE SOIL CONSERVATION FLOOD PLAIN STUDY. 9) PROPERTY OWNER: SEA BELLE PROPERTIES \ \ 5542 LAKE WASHINGTON BLVD. KIRKLAND, WASHINGTON 98033 10) PROJECT ENGINEER AND SURVEYOR: BENNETT & FOX, INC. .720 EAST MAIN AVENUE -3 PUYALLUP, WASHINGTON 98371 I 11) TOP SOIL SHALL BE STRIPPED OFF OF FILL SITE AND STOCK PILED ADJACENT TO FILL SITE; AND REPLACED AS NEEDED. / 39 12) WHEN THE SITE IS COMPLETELY FILLED, THE TOTAL AREA fi LL BE HYDROSEEDED. ^\ I! 4 13) ZONING B-1 1 14) FINAL DRAINAGE PLAN & SEDIMENTATION CONTROL TO BE CONSTRUCTED PRIOR TO -41- MATERIAL BEING IMPORTED. UPON COMPLETION OF THE FILL THE FINAL AS BUILTS WILL BE FURNISHED TO THE CITY. 15) THE CONTRACTOR MUST CLEAN AND CONSTRUCT ALL EXISTING DITCHES TO A MINIMUM STANDARD SHOWN IN DETAIL. -- 16) THE DITCH SECTION MUST BE CONSTRUCTED PRIOR TO PLACING THI'ROCK CHECK DAMS' IN �G E DITCH. I , I I .I f4 �r ' Ir I Ra.v►s�ons cw Renion E i t� 0), Q' S.E. 7G'" ST. S ITE A E SO—ST. VICINITY MAP SCALE: I"= 400' ,0000'r a_ BENJOB # /127 CITY OF REN°i"ON ' Y DF PARTM t:t�JT OF F'UBI:_IC V'J0RK�i 0Nhit., SEABELLE PROPERTIE5 1 7-4-76 DESIGNEd D.L.F, F ILF NO..79- //Z7 DAM 2lI�Fo _.. DRAWN.B.A-B-P 0,H. _.- „ I = 40 _ f i tL.D sriCK - PAc,r' - CHECKED.C-k13_- -- - _ 1 APPROVED _ .. I SHEET ---I- _ OF SP- -1/09- 7q of R N FEB 7 1980 t ;" � s -o '-............... \G DS?� 8 O 7� cX \\ / CUT i otoow af4oW ot8ow 11,2ow /t60w Ztoow s4ccrioly 4 - o f Zo Al ! low 30 ZO �F/GL \curl \\ cOr /D �IY46c7l-m 6 -J6 3,x201V SD a 20 /0 l tto s 0+80s 0 Ow k ot4os 0+00 0+40K 011g0N if2oN 1140N 21,06N 2440W 2.fdo v 3"ZoN 34GON 4f000N 40-40N 448ON 3t2oN .Sf4oN 4 toON o t Za yv A 4 NANO r t-Ac:E To QoxmY 7PAL05 0 ►LITER-VAI-'S Ag SHOWN, SPALI.. TO bE INTERLOCKING f- KEYED INTO tvp.TOR.AL GR-oUND, j TYPIGP.L SEC NOT TO SCALE i Co It2os 0t80S 0t4os 4100 of40N o*8ow 1f20N /f60N 21,oON 2,10N 246oN 3f2oN 3f40N 4{ooN 4+ON 5+20N S sic rio�y D - o / foo w -3, ry�iclfZ Dirty doss �Ecrio�y iY0 �CfIL.E tt ca\ sSrONki. l Re��sions as pQ� C�+y a7� Renton Enyr L -p4 pM 710N -- G4SCe- DAM Xemtdi' awd j&x �w- SURVEYORS and ENGINEERS P.O. SOX 1031 PUYAL1.Ue WA. 98371 PUYALLUP 845-8833 ;:ATTLE 838-3474 JOB //27 SEABELLE PROP ERTI ES DLF 7/-4/79 79 - //27 21r�so SL /"=/O* VERT . CRg /"=40' NORM,. /ice FEB 7 1980 \LNG DEP i . i I h END VIEW DETAIL z4' y GRAVEL (TYP.) - PERFORATED STANDPIPE '"=�� OUTFLOW CON7ZO _, DEVICE FOR, DETENTION POND NOT TO SCALE 5TRIP5 i-- 0. 75 " PI XNMETER. FKAm� — D, 7511 DI AIMETEt2 E NHS TO 5E „ WELDED TO 0.75 PI AW1ETER- FP-AME v�! �`oE ♦ --- 79 - 112 7 CITY OF RENTON DEPARTMENT OF PUBLIC WORKS At— FSSI p ►. flY Nib 5EABEL.I- E PRO pF—t2TI1=5 DE51GNED_VL..AAo__..__..._.. DATE-_. 2/�/8Q ....-- _ FILE NO., .. _,. CHECKED SCAL NO 5(,AL.E -. FIELD r,00K" -AGE---- A r 4TF SHEET. J <, OF REND°, FEB 7 1,98r E4................ \��G DEPP 35 EXISTING ZW GONG. GUI-VEp_T, 1.E =31,4-8 Z,5 z0 O+o0 t--o o LE, = Do„ �+oo $+o o i� f�O PO 5E D DITCH P I -O FI L E "A" F fi. 3 r 4-+OU 5+00 SICHAIN LINK FENCE EU5T MG ta"'C'nip 1,E.=2 ,92- Gt"00 4e �j of E= z8.az \� .1'2 �XlSTIN� 125 L.F_'A\ E. = 28.&1 .,E = 28.54 X ISTINC, 47 LF 18"60MC. PIPE EXI,�)TIt�1Cz 1E.,N=28.I4 l.F.our =Z8.12 SCALE : i"=401 3� P12OVIDF_ PQOVIDE VYIIt�IryIU►M fY11Nu11UV11 GOV1=,2 GOvER 30 EXISTING GRADE E1Cf5T(NG I�" GONG. PI Pi= z5 195 L,,F. 24" @ R.Ir11 = 29.53 20 I.E.24„ =26-65 15OT. _ 2-4.53 TYPE IL � I � Izl rV1= 29.53 LE, =z7,03 24, = 2fv.53 \\ E5oT T`( PE -L 1=-1ST1N�, 1z" O GNL. P I PE. C.UI_V ERT I< EK15TING :N/ PI -PE i EMI ✓TIN6 GF fF-Im Z. zl.35- I.r.•Z4„ = 24.90 1.E, „ = 2 5.9 0 50T=21.90t 5C4LE : NOIZI ZONTAL.: I !I=-40 VER-TICA.1_ : 1 "= S I ExlsrwG r_� P-0 = 29.1�?5 I.E2q= 24.90 1. E 3;. aor = zI-Io - PROFILE 5" 79 I I Z 7 C I T Y 0 F .C)N 5 ..... I DR p,...a.a�«,m�-, .�,,,.qw-..•...a.., �,. ,......,..........n.. wn..., _..,...,.,,.,_..,,,,,,..,..n-...,..n.+•,.,w....,;..ri.+„n..,w.u�,,.;,..,«:...-.«,w:...:.�•rn,..,+,.+r. _ , R. w. .._.-...._,......., ....;,y,...._.„,r„_ .. ,..:.. ,.,w.."_..r....+„Para.s......+w,_..v.•..•.,....,.......,. N ii'. v f'. ;21i �b - r ...n.:,.. .. ,. .+..•.,w..-,. ,....w.igr.n..0 a...o......ev.. r...•wun..c....y..a.r`a•^,.wn..•...,.., ...., 1 I FEB 7 1980 —_fZ ,.....-------- 9!N� pEp a f . a F a.fl?Rc)vFU I SHFEl '�— I OF RECEIVE® • �E�EI�,IE� �0�v CITY HI, O ERENTON 77, EXHIBIT NO.-- FEB 7 1980 AM FEB 2 61980 ,.._- �. f to Pert ------... '?'��3,9 e11�12,�e2,2a4�5�G ITEM NO. �� -7�A �9 �ti LNG DES / \ CUT i Ot00W O*40YV Ot80N/ /tZON sLe TIM 4 - o f20�✓ " S�CI7-IoAy 3 02oN • SD -D ZO /0 l+26S of8os Of4OS 0+00 0f40M 04SON lt2oN 21,00N 2+40.V o tzo W I f 20 S 0+80S 0 t 4v f 10,100 2+BoN 3-A6ON 4 +oiDX 4 *40N 4 f8oN 3fZ0iV 3-f6om 6000i1/ HANG PLA�>;�To�QOA.IZftY SPA.LLS jWTE9VALs ps 6HOWN, SPALL TO C�E- iNTER-LOCKING f, KEYED ri o N — G 4Ece- IDA M 0 4oN o f80.V Pleo N 1 t60N 211-OON 3 t20iY 3 tGON 4;ooN 4 If 4ON 4+ 80N 3+2ow if -Xemmlvl emd jzx Inc.s�C r/off 1� D � / foa w SURVEYORS and ENGINEERS P.O. SOX 1031 PUYALLUP WA. 98371 r � PUYALLUP 845-8833 . ATTLE 838-3474 it JOB 1127 _ s +sas SEABELLE PROPERTIES Revisions as Pe,- City DLF 7/4/79 79 - 1127 Tf'�/Cf�L D/TCH Cf�OJ'J' J'ECr/Orl/ � Re�{a� Enyr, C)QP4 . oM 2/,/go 8C- /„3/0• PERT CRg 4 (fel-zz4 z 4 RECEIVED / V� REcii�D 0 `,. CITY OF RENTON HEARING EXAMINER FEB 7 1980 F E B 2 61980 EXHIBIT NO � � AM Pn� C• 9 718i9d0,Ih 2il1213,46,6 ITEM NO. �" 1" iq� - 7.7 N- G DEP P�� �. ' 0 2r 3v =XIl�)TiWG ?A-" GONG . GUt-VERT. m 2O; D + 0 0 I.E. = 30.; 3+-00 FIz0POSED DITCH FP,0FILE "A" 4- +oo S�CH�,IN LINK. FENCE 5+ 0 0 &-t oo w Q� .E= 28.92. EX15TING iZ5 L.F__,_�\'�� 15" !; m P. l.E. = 28.&1 i.E = 28.54 1=xlSTIli!G 47 LF IS"GONG, PIPE EXIe5T I NJ G� IE.�N=28.�2_ I.E.o r=28.l7- >' GALE i "- �•�� 3s P(ZOVIDF_ GOV�_7 R. 30 GOhiG, f f PE 25 zo TYPE = F9,ovII7E ml�jImum GOVE2- I.E, =27,03 I,E.�, = 21n.5� \\ SoT = z4.s3 T`f PE IL t'K.l STI NG 1 z" GONG. P I Fe \\ N EX15TING 360" PIPE i EXISTING CE5 zq.3s- i.�•z4„ 50T = 21. 10 $ 5CALE : 1402i Z0Nr,AL.: vEfZ-T1Ca�_ : 2tm= 29.35 e EKt57lNG 66 j Rlm = z�.35 0 y o Oe Is QNAL E� PROFILE. " 5" w 7 9 -11 Z-- � I T _ O F R E N T0_N DATE [ j `+HE?�KE J_. FIf1D tpp,pf --- - j EET_� RECEIVED CITY OF RENTON RL HEARING EXAMINER EXHIBIT NO. 3 _ FEg 7 1980 FEB 2 6 1980 AM / PM `7 � z' 7 7 �e ITEM NO. - <19ti EXISTING 24" CONC. CULVERT Cr? A TYPICAL DITCH SECTION SEE SHEET 2 OFFA N/G�i�!A� l Q 2+ 00 Fp,,,,ARr stAr� � � __— Approval of this plan does n approval of des' of constitute l�n, size nor location of an restrictors, channels pipes, or retention facilities; •� but is an approval of / control plan only, temporary sedimentation t - 2.9 ROCK CHICK LDA TYP) 5E E \_ DE IL (SHEET 2 OF 4) �Py y/ /•r' CID EXISTING 24' GONG. ,/ I.E. ,4- - NOTES: (CULVERT EXTENDS { ' •�.. �� 1NODER ROAD W/FLOW WARDS 405). 1) APPROXIMATE MATERIAL TO BE PLACED ON SITE IS 22,500 CUBIC YARDS. O W D UT LOW zo \ 2) ALL SURFACE 14ATER WILL DRAIN INTO HOLDING AREA AS SHOWN ON DRAWING. 3� N {20L DEVtC 7'�- \)�A\LL FILL SIDE SLOPES TO ADJACENT PROPERTY OR RIGHT OF WAY SHALL BE 3:1 MAXIMUh1, TEiY1P KY 51=DIry1ENT ION 4) PR�JECT AREA IS APPROXIMATELY 3.07 ACRES, ONE E iZ.Ei�V10 D 3o u 5) EXISTING DRAINAGE DITCH ALONG WEST PROPERTY LINE SHALL BE CLEANED AND MAINTAINED \ \ \ BY OWNER. HEN F1,ILL L_ET E.. \ 2 CU. YDS. RIP- RAP S E DETAIL (5NEET 5 �}� 6) . USC & GS DATUM (MSL) 7) BENCH MARK LOCATED R.R. SPIKE 1.5, FEET UP WEST FACE TEL. POLE ON N. SIDE OF S.E. 76TH STREET; 2ND TEL. POLE E. OF LAKE WASHINGTON BLVD. �- 8) FINISH GRADESSO A SHOWN ARE MAXIMUMS ONLY CONTRACTOR I 94 CON RA TO M Y F LL TO LO R FINISH ... — —Z4 -- GRADES, PROVIDE THEFINISH GRADE ANDTHE FIRST FLOOROFANYSTRUCTUREECONSTRUCTED / - _ ---- ON THE SITE COMPLIES WITH THE ELEVATIONS SET FORTH IN THE STATE FLOOD CONTROL A 1 6+0o N Z PERMIT, AND THE SOIL CONSERVATION FLOOD PININ STUDY. 1+20 5 0+405 N 0+40 N I+20 N 2+00 N D/rC�y �' ��+60 N 3+60 N �4 4� N 5+20 N \ I` I / ` -- - r— - —� 9) PROPERTY OWNER: SEA BELLE PROPERTIES S f +. - >✓ AL INTYPIC, ---- —_ f ION _ _ - \ 5542 LAKE WASHINGTON BLVD. w/ SEE EET z OF 2 - _ KIRKLAND, WASHINGTON 98033 10) PROJECT ENGINEER AND SURVEYOR: BENNETT & FOX, INC. -- _ 720 EAST MAIN AVENUE 34 PUYALLUP, WASHINGTON 98371 _ 11) TOP SOIL SHALL BE STRIPPED OFF OF FILL SITE AND STOCK PILED ADJACENT TO FILL ' /�,, � Q• i� -. ,,� 'l -�' - _ _ __- _ _-. ,�----�3` SITE; AND REPLACED AS NEEDED. 38 12) WHEN THE SITE IS COMPLETELY FILLED, THE TOTAL AREA JJILL BE HYDROSEEDED. 11 4,4 13) ZONING B-1 1 \ \ - \ 14)� FINAL DRAINAGE PLAN &SEDIMENTATION CONTROL TO BE CONSTRUCTED PRIOR TO -4Z MATERIAL BEING IMPORTED. UPON COMPLETION OF THE FILL THE FINAL AS BUILTS WILL BE FURNISHED TO THE CITY, ' \ 44 15) THE CONTRACTOR MUST CLEAN AND CONSTRUCT ALL EXISTING DITCHES TO A MINIMUM \ j STANDARD SHOWN IN DETAIL. 16) THE DITCH SECTION MUST BE CONSTRUCTED PRIOR TO PLACING THE;ROCK CHECK DAMS IN"Tt4E` /83 _ 41 D ITCH. I CULVERT DAYLIGHTS EXISTING 24" CONC. CULVERTS \ SOUTif�fgST% SEL'T/dYZ9 TJdP. T,¢/ ' RAP. SE, )✓/V / WG CDhN/Y67LW' i CULVERTS / I`C DAYLIGHT 2 EXISTING 12" GONG. CULVERTS l SURVEYORS and ENGINEERS P. O. BOX 1031 PUYALLUP WA. 9 8 3 7 1 PUYALLUP 845-8833 SEATTLE 838-3474 VICINITY MAP SCALE: I"= 400' 0I�� F_ N a BE JOB IJ27 ` CITY OF RE:-:N TON D E P A R T Ivt t: I'1 T C) F F' U F3' I IC W c) R- K �c�-._�_.� .i ,� _ .5 • Af 61S,f1� SEABELLE PROPERTIE5 � J DESIGNED D.L.F. Revwons Pt, Y I Re..4an Erv�r. DLM 2/ 1 / YO �a 7-4-76 tit Nam. 79- //Z7 I { DRAWr.t R.A. B.i _D•H. - - - .,_ ._�—._. _......�,�......._.� - . -- - CHECKED C.R•B____. 7 - - APPROVED I >HEET:__,_t_ OF /0F R41 RECEIVED O\, RECEIVED t CITY ,OF RENTON 2 HEARING EXAMINER - FEB '� 1980 ,` � FEB 2 1�80 EXHIBIT NO.- -� _ �} .............. AM PM `BEM NO. - 92 w� 7A9j10j1i,12Ejt2,3i4i5t6 `7 0 z %9 /NG DEPP% IT 24N.R.SE.W.M 24 F4 . R 5 t..VV. IN 4Ly / I-2892 G 0& D \ ! Sec . 3 v , in 440 Q �� \ P S.N. NO• ;7" O Leff co{ Ov t Lot -- - - - -- 4 o + Lot I Sec. 32 C}_,�;:T I�, ' w l7. Sec ZJ I08TH AVE�S•E. rr Q Sal173 a /! j � ( col., �` 30 0�� � I rl �` ,,\'R� �03 'r OTAL PARCEL DETAIL r x I ` 5+0 ��' �B0 "-- i SCALE 1"= SOO' ro Lni o Q s OD `� R M �/ — a i`J f�1 I I p, y \ \ \ //y"` / v J) 0 N + + �n ' � �00 r C r r , N RA-LIN N r T 41 � "7 77v Q R Fill' It LINE i i1 T TO RENTori 2.3 \ ti \ 30 T.S.45,+a6.1 `v'� l _ S.C.4554+OC _—` s.r 2�3z\�* �� �-2896\\~ `\� A _-________ / `10 40 30 20 10 Ne L?. „"- T,,."� _ N 11 `R p1 5 3 4 S -7 5 \ C� 8 43 - _ Q.K� `.l4Li `+�`'_.0 � L �i5'_ 1t1L. \ �7 �y �I, _. - 0 { �I I ,, r , ...� r • 1 ;�' �L " 9}1kL `l'` / I ( � - � `� 7. "\ \ ` � -_. � �� 'V J Q{(i � li) .} 4 9 _.. 00 *Ike Q Q /Div f`\'2~ '9C TO 20 AL- LI E r �1 �' -i•49 0 25 vc• + + p Lp N. r 77 FED. R0�4A 1`ED. PaD FISCAL SHEET TC7ai 5TAT� I]IV NO ppOJ. NJ. YEAR NO. SHEETS WA914. _a I -- - OWNERSHIPS PARCEL NO NAME- TVALAREA TAK E LT RI mAINDER Ili': I-Z8'3Z. COLMP�N 902,1,800 184',2,70 `5,900 15,200 644,600 ICo9,020 222,300 SO I- ZS93 LaVOY- --- - --- I-2894 I-2895 l-2896 GERBER NEMMING50N _ REPUBLIC CREOSOTING CO. 352,820 11,GDO Z351500 11.7,000 3,250 314,500 141,3ZC I09,350 I8G,000 413,500 N — N + N r 0D 161) 1. S C 11 IT ao 30 ( 0 0 -I•oo o i ,moo , D -Ll E 0o i I � �Sp' •D to i I N r 99 100 1 t• � r' r � O _ AR- LINE "' 2.� �v., -I ^\\ xr m •� O .• . _ �O �� jO q� 50 I 1 ••• •• • • • . .'.. m x/ S � � 4.2 ' f I '� YY o 7 4. I _ . I!/`}- C r • . I � 1 \ • •` 35 -ro /4 Ccr• - i__;►d, EX►sr. HWY. fZ/W LINE �.�.... LAKEi SHflft,E ew0 --_ _--------- --- --�"1 --- --- I -- --- -- Q ------ ---- - ��- - 1 � 6 3•a .-ram ` �--� � �`-._-�-----� F, --- -- --- o r \W o h 2 adsue¢. y� 5� Li � PS" No.\ K¢nnyda\� bo L o5a� 3� North Sh)zq_j \ a- 4 NE III x N \2 Sh¢e+s, aQpr. F'¢b.7, 1950 Dad f� 40 — K C 1 N W a /4 N E i/ � _ --- ___ .�.... 4 Sec , 3 ? '>n I I I - --_� lo%z�25 1- z8gs N x -� Q Jo �-- -_-� 30 Ln 50 3+31.1 C1tR¢n-on C©rp. II1'm�ts. _ — --- -- i K 2 t... •- i ..:. I i x I 0, ' x 1 ► a �, _ ;�.� SQ S W 1 /4 3 1 /4- Sc, . 2c-) M . I O • 1 1 `� + x ---- '�o I-2894 Corp. \\mIt -- _t�7,293.GI I1OTN A4E.-S.E 5Oi Q'O ---------------- �� P.I.A1017'+39.06 CO N0 %a 40 30 : J 2 3 4 5 6 7 8 9 I!O # 0 uI 0 Mtoo S 3- u 6 V_ z 3 N4 5 to 8 9 60. G1 3 4 5 b 30 2,0 10 1 995 6 7 8 9 1000 '_ 3 4 5 6 -7 8 lb- 1010 1 2 _ .3 . 4 5' 13 I Z0 Prof ile, Sca i0 Vert . 1 "= 20 NOTE- For Mca•Ir% Lire Prof\l- Srz 5t%¢ei% Wo. 5 --- �n LEGEND (Access To Be Pro hi bitgd' Thus RECEIVED + Pro er} Ownersh� N:Jmbers 1-z>39z� CITY OF RENTON = P P , HEARING EXAMINER XHIB 1 '- ` �' I Pr O p P.1't � Lines --- — PM Ss�.r�AM 1� �55)Poiort� 7�8�9rlO�ILIZEI �2�3�4E:i�fi COhvet-i-J �"o 'Pr-o�e�c+ Da�ut-r, Plane This 3heef supersedes 3heet-,6 oV 6 Sheets of same -+li {e approved Aprl 112,19 55. PRIMARY STATE HIGHWAY NO. 1 RENTON TO KENNYDALE ` KING COUNTY RIGHT of WAY ` Station 448+00 io 5r a�lon' 9 + 00 WASHINGTON STATE HIGHWAY COMMISSION DEPARTMENT OF HIGHWAYS ' 1 OLYMPIA WASHINGTON , - C U FRS! -E C))(- A SP \ R ALS 13 Acts A E Ao _ P.I. ST A-T 10 -- Ck C� E L, 5 456+8.1.0 ZSeb3'30. 16°03'30 1gi0_© 5�4.9 53:5.Z 1 4030 3•©0 X 1003+80.6-3 53°16`2.4_1' 57°2(' 15 _3'D00' S oo' ►,14592 574.-tS 3S8.10 407.9Z 1065.4� 08.�9 x 1 o 1-7 39.06 1Gp 00 -----_I - -- �D:) UU_[Dp _ - � E. A. COWEII. Cho-_ J. KETCHAIA _ G. D ZA4N E `. ., •� y....,,ti .l MIKA150N G`i J. M. MAIN. $a. `�.. . f�\� AB SCALE: As Shown / �• j' � OJR� OA HI )♦WAYS APPROVED: J(� } i SHEET 6 OF 6 SHEETS- m� SF1� 0 x F LiTYPICAL DITCH SECTIONdiva SEE SHEET 2 OF 2 ti - yl jv Npl Q 2+00 w � iyARY stAr 2S i ' `- _� STRAWEfALES (TYP) SEE DETAIL (SHEET 2 OF 2) m yG EXISTING 24' GONG. EXISTING 24" CONC. -! I.E. 18.0 LVERT // ' (CULVERT EXTENDS UNDER NOTES: 2p �\ ROAD W/FLOW TOWARD5 4.05). 1) APPROXIMATE MATERIAL TO BE PLACED ON SITE IS 22,500_ CUBIC YARDS, 2) ALL SURFACE WATER WILL DRAIN INTO HOLDING AREA AS SHOWN ON DRAWING. ------------ A. �3) ALL FILL SIDE SLOPES TO ADJACENT PROPERTY OR RIGHT OF WAY SHALL BE 3:1 MAXIMUM, ��►, - �\ �� �j 4) PRtECT AREA IS APPROXIMATELY 3.07 ACRES, 5 EXISTING DRAINAGE DITCH ALONG WEST PROPERTYA INE SHALL A� r, ) L LL BE CLEANED AND MAINTAINED BY OWNER, CU. YDS. RIP- RAP I 6) USC & GS DATUM (MSL) 32 C 7) BENCH MARK LOCATED R.R. SPIKE 1.5 FEET UP WEST FACE TEL. POLE ON N. SIDE OF S,E. 76TH STREET; 2ND TEL. POLE E. OF LAKE WASHINGTON BLVD. / Z8 Z4_ _ - _ — — 8) FINISH GRAPES AS SHOWN ARE MAXIMUMS ONLY. CONTRACTOR MAY FILL TO LOWER FINISH 22 --- _ GRADES, PROVIDE THE FINISH GRADE AND THE FIRST FLMOR OF ANY STRUCTURE CONSTRUCTED / i �% -- --- -- 26 �✓ n: ON THE SITE COMPLIES WITH THE ELEVATIONS SET FORTH IN THE STATE FLOOD CONTROL a., PERMIT, AND THE SOIL CONSERVATION FLOOD PLi"IN STUDY. I*20 y Q 40 5/ N 0+40 N 1+20 N 2+00 N �2+80 N 3+GO N �5+20 N 4+40 N G+00 N (� � . / w i TYPICAL f'rCFf SECZON - - - ---------- - --+ 9) PROPERTY OWNER: SEA BELLE PROPERTIES ,. _ 5542 LAKE WASHINGTON BLVD. SEE EET 2 OF 2 - KIRKLAND, WASHINGTON 98033 10), PROJECT ENGINEER AND SURVEYOR: BENNETT & FOX, INC, 720 EAST MAIN AVENUE /� _ '' '� / - _ _ --'� t 3♦ PUYALLUP, WASHINGTON 98371 1 r , L = j �- .\ N7�' �Jd, /'/ �I 3` 1L SHALL 8E STRIPPED -OFF OF FILL SITE AND STOCK PILED ADJACENT TO -FILL 11,} TOP S0 �1 /i/'� O� `• �� -- - __ - _ - __ _ - ----` _ ��ITE; AND REPLACED AS NEEDED. v 12) WHEN THE SITE IS COMPLETELY FILLED, THE TOTAL AREA VILL BE NYDROSEEDED, / -- -- - - 13 ZONING B 1 14) FINAL DRAINAGE PLAN & SEDIMENTATION CONTROL TO BE CONSTRUCTED PRIOR TO WILL BE FURNISHED TO THE CITY, -- - ---- MATERIAL BEING IMPORTED UPONCOMPLETION OF THE FILL THE FINAL AS BUILTS - - - 44 15) THE CONTRACTOR MUST CLEAN AND CONSTRUCT ALL EXISTING DITCHES TO A MINIMUM STANDARD SHOWN IN DETAIL. v \lfi) THE DITCH SECTION MUST BE CONSTRUCTED PRIOR TO PLACING THE ,TKaWBALES IN THE \ I DITCH 1Q41 \ �o / 0 CULVERT DAYLIGHTS TING 24CONC­ CULVERTS \ / EXISTING " � \ � CULVERTS / `sal �� SOU1?YEAST% SElT�19 T7✓P. �gf/Il, iQy. 1✓I9 / r / \ /VG CO(1Nlf l✓A5NlYfi I� CULVERTSLi I r DAYLIGHT r ' 2 EXISTING 12" CONC. CULVERTS < i r I f I It 0 0 e u Aw,; i ell' a i i t/ SURVEYORS and ENGINEERS P. 0, BOX 1031 PUYALLUP WA. 9 8 3 7 1 PUYALLUP 845-8633 SEATTLE 838-3474 i IV 'Q 171. A 0 VILIN► 1 Y MHh' SCALE, I"= 400' BE JOB # 112 7 CITY OFR�._N �i'ON DE PARTM F_-NT OF PU B1-1C' WORKS e,p cis SEABELLE PROPERTIES 7-4-7te FILE NO.. 79-1127.. DESIGNED. D L.F _-- DATE DRAWN.S.A.8. L2,_H. icHEcr<ED G.� R.B____ I"= 40 _ »K � -� nPPR I APPROVED_ ___ Ot F'_ _ SHEET---L—._ OF _ - - RECEIVED CITY OF RENTON HEARING EXAMINER EXHIBIT NO. AM SEF 111979 IT-FNo. / 7 7r819110r1IrL�Il e213r4;t5r6 7 r , • -7 G GRr �1 STRAWBALES (TYP) 5EE • - - 24 . ^ �__ -- DETAIL (SHEET 2 OF 2) m yi EXISTING 24" CONG. I.E. 18.0 NOTES: (CULVERT EXTENDS UNDER ROAD W/FLOW TOWARD5 �\ 405). 1) APPROXIMATE MATERIAL TO BE PLACED ON SITE IS 22,500 CUBIC YARDS. - O W D 2,11 ALL_ SURFACE WATER WILL DRAIN INTO HOLDING AREA AS SHOWN ON DRAWING. �3)� ALL FILL SIDE SLOPES TO ADJACENT PROPERTY OR RIGHT OF WAY SHALL BE 3:1 MAXIMUM, p 4) RR� JECT AREA IS APPROXIMATELY 3.07 ACRES, I 3o N 5) EXISTING DRAINAGE DITCH ALONG WEST PROPERTY LINE SHALL BE CLEANED AND MAINTAINED 4Y OWNER. �\ \ CU. YDS. RIP- RAP 6) ISC & GS DATUM (MSL) 3a --- ------ - 30 C 7) IENCH MARK LOCATED R.R. SPIKE 1.5 FEET UP WEST FACE TEL. POLE ON N. SIDE OF ,E. 76TH STREET; 2ND TEL. POLE E. OF LAKE WASHINGTON BLVD. Z8 Z4 - _ _ _ 81 INISH GRADES AS SHOWN ARE MAXIMUMS ONLY. CONTRACTOR MAY FILL TO LOWER FINISH TRADES, PROVIDE THE FINISH GRADE AND THE FIRST FLOOR OF ANY STRUCTURE CONSTRUCTED N THE SITE COMPLIES WITH THE ELEVATIONS SET FORTH IN THE STATE FLOOD CONTROL i-..�..6+ ERMIT, AND THE SOIL CONSERVATION FLOOD PLAIN STUDY. 00 N � g O 405 r N 0+40 N I+20 N 2+00 N D�%Cf/ L' ,J2+80 N 3+60 N=40 N 5+20 N �) R / \ . � w � TYPICAL,,. DfT�H"�SE.CTLON 9) 'ROPERTY OWNER: SEA BELLE PROPERTIES • \ Q 5542 LAKE WASHINGTON BLVD. �f SEE �EET 2- OF 2- - - K I RKLAND , WASHINGTON 98033 - ," 10 ) ROJECT ENGINEER AND SURVEYOR: BENNETT & FOX, INC. . 720 EAST MAIN AVENUE �♦ PUYALLUP, WASHINGTON 98371 Q 3 _- 13 11) TOP SOIL SHALL BE STRIPPED OFF OF FILL SITE AND STOCK PILED ADJACENT TO FILL j 7,_: - l► � �= ". _ _ � SITE; AND REPLACED AS NEEDED. \ f 12) WHEN 'THE SITE IS COMPLETELY FILLED, THE TOTAL AREA -j1ILL BE NYDROSEEDED. �_ \? 13) ZONING B-1 - ) FINAL DRAINAGE PLAN & SEDIMENTATION 4 L CONTROL TO BE CONSTRUCTED PRIOR TO 1 \\ -_ --- - -4Z COMPLETION F FINAL TS WI BE FURIISHED TO THE CITY.CO PLET ON OF THE ILL THE NAL AS BOIL / MATERIAL BEING IMPOR �D UPON WILL 15) THE CONTRACTOR MUST CLEAN AND CONSTRUCT ALL EXISTING DITCHES TO A MINIMUM STANDARD SHOWN IN DETAIL \ _ i T PLACING THE - A.tiB LE THE THE DITCH SECTION MUST BE CONSTRUCTED PRIOR 0 L S,f' A S IN / �82 t YLIGHTS CULVERT DA \ / EXISTING 2-4" CONC. \\ i CULVERTSIF `� / � SOUTHf..�ST% SEl'T�29, 77✓P2'q!/L; Rb. E J✓M. \ /VG CD!lNlf� J✓ASH/JY6 CULVERTS I DAYLIGHT LE/ I 1 CONC. CULVERTS Xe�����lcl, Vic. SURVEYORS and ENGINEERS P.O. BOX 1 0 3 1 PUYALLUP WA. 9 8 3 7 1 PUYALLUP 845-8833 SEATTLE 838-3474 i �I a a S. E 80— ST. VICINITY MAP SCALE : I"= 4-00' JOB # /127 CITY OF REN TON DE P A R T M f.'NT OF PLJBL_IC; W 0 R K S SEABELLE PROPERTIES DESIGNED. D.L.F. ____ DATE 7-4_7G JAL':- No. 7 9 - //27. I DRAWN.R-A B , ._DLH. c CALF. 1"=40 - -._ FIE.LO 60OK __..PAGE _I CHECKED.C.R.B-.--.--- R_ .:- APPROVED_ _ _ SHEET.-._�.__. -c�F _ SP-�oa- 79 �a�q�� , �•�4-� �-.�� � } �' `"+���t,.a� �'� his.: S F v�>;�� I L d 90 � I II otooW ot4olrV ot8oly /t20yV lt6ow 2fD6W (5 cre TIM 4 - of2o�V T SO 40 Jv 20 --------------- - _ Y i 3-�GON 4+00/1/ 4f40/Y 4f80N .5tZ0iV St60�V 6f00/✓ /w ./ 9. AA I/ 91 AA I/ 9f RA A/ .�f�aN � ww li nA./ •. f26 (f 0+60-s of9os Ultw v *Yvn vTavi� . , ,_ �.is / r o�ir �. • �.,.,. SECTioAY c -c SD . I, 30 /I f L �FIGL Zo -- l0 - I sECTiorV B -,�5 FIo 1 30 ZO r. 1 /4 8 0 o t 26 W 1 +ZoS 01,80S 0"40S d 1100 6f40N 0f4YVN /fGON /*6OA Lrvv/v c1wir _-- . s CTIJ11V D-D 3 20 Al / foo YV 1 sr/M 134ZE �Id' i4E4Q'19. � J'TiYfllt' Q9L.Es TD InI9/N7,911Y aaWr/Orin � I \ WfITE�P L bV61- - Y DITCH PEC7-1M IE�Oc�/O�Y CUr�l�OG �Yo d'C.9G,E SEE PLAN v i E w THIS SH E1= T- — 4'--6" ROC"( Tye/Cf�G D/rC// Cf�OJ'S' �'ECi/OrY �D (fCf�G.E �I 3 A DITCH • D �S'TiYl w a��,5 0 W.e1~wlland4'491xl eYnco SURVEYORS and ENGINEEFIS P.O. BOX 031 I PUYALL WA. 98371 PUYAL.LUP 845-8833 c.ATTLE 838-3474 /J °C JOB 1127 DEPART'MENT Of l f" f'_.►( SEABELLE PROPERTIES i o _ -:'�F-r D! F.._-_� 7/4/79 79 - //27 /"-/O" VERT. I _ CHECKED CRB� v ArFA I A.PPRC'VED _._ ,.. c� 2 I TYPICAL DITCH SECTION ,,�b IP SEE SHEET 2 OF 2 ,l �� Q 2t 00 W �p,M�Rr srAr � - - STRAWBALES (TYP) SEE DETAIL (SHEET 2 OF 2)co 79 EXISTING 24'' GONG. EXISTING 24" CONC. / �. - -f _1_— _-- 1. E. 16.0 (CULVERT EXTENDS UNDER NOTES: CULVERT ROAD W/FLOW TOWARDS \ 4-05). 1) APPROXIMATE MATERIAL TO BE PLACED ON SITE IS 22,500� CUBIC YARDS, D �/ '\�rOW \ D 2) TALL SURFACE WATER WILL DRAIN INTO HOLDING AREA AS SHOWN ON DRAWING. `9) tALL FILL SIDE SLOPES TO ADJACENT PROPERTY OR RIGHT OF WAY SHALL BE 3:1 MAXIMUM, O % 4) PR AREA IS APPROXIMATELY 3.07 ACRES. 06 �j - 5,2 o j"w 5) EXISTING DRAINAGE DITCH ALONG WEST PROPERTY LINE SHALL BE CLEANED AND MAINTAINED BY OWNER G �n -= - ___\ �\ \ / 2 CU. YDS. RIP- RAP I 6) USC & GS DATUM (MSL) C 7) BENCH MARK LOCATED R.R. SPIKE 1.5 FEET UP WEST FACE TEL. POLE ON N, SIDE OF 32 _ff 2 �) S.E. 76TH STREET; 2ND TEL. POLE E. OF LAKE WASHINGTON BLVD. 141 Z4 — — 8) FINISH GRADES AS SHOWN ARE MAXIMUMS ONLY. CONTRACTOR MAY FILL TO LOWER FINISH — — -- — (� �¢ 22 \ GRADES, PROVIDE THE FINISH GRADE AND THE FIRST FLOOR OF ANY STRUCTURE CONSTRUCTED ON THE SITE COMPLIES WITH THE ELEVATIONS SET FORTH IN THE STATE FLOOb CONTROL 7+20 S 0 405 f N TO+40 N 1+20 N 2+00 N D�jCy �c' 11'2.�+80 N 3+60 N 4+40 N 5 20 N G+00 N Z 1 PERMIT, AND THE SOIL CONSERVATION FLOOD PAIN STUDY. i ��_ + �' - —" h 9}.:PROPERTY OWNER: SEA BELLE PROPERTIES A L DfT �N i T Y P I C L_F4--SECT_i O N — .. All /------__ \ _ 5542 LAKE WASHINGTON BLVD. SEE EET ?-OF 2 m KIR\LAND, WASHINGTON 98033 - r 10) PROJECT ENGINEER AND S1IRVEYOR: BENNETT &FOX, INC. 720 EAST MAIN AVENUE 3+ PUYALLUP, WASHINGTON 98371 \ - L / !/ /►� Q, 3 , ' _�_t r''- 13G 11) TOP SOIL SHALL BE STRIPPED OFF OF FILL SITE AND STOCK PILED ADJACENT TO -FILL SITE; AND REPLACED AS NEEDED. 38 12) WHEN THE SITE IS COMPLETELY FILLED, THE TOTAL AREA JJILL BE HYDROSEEDED. l 0 13) ZONING B 1 „r 14) FINAL DRAINAGE PLAN & SEDIMENTATION CONTROL TO BE CONSTRUCTED PRIOR TO MATERIAL BEING IMPORTED.UPON COP COMPLETION OF THE FILL THE FINAL ' -- - R L�f AS BU I LTS - / WILL BE FURNISHED TO THE CITY. i44 15) T1iE CONTRACTOR MUST CLEAN AND CONSTRUCT ALL EXISTING DITCHES TO A MINIMUM I STANDARD SHOWN IN DETAIL 1 \ j lE) �7HE DITCH SECTION MUST BE CONSTRUCTED PRIOR TO PLACING THE .S?RAWQALES IN THE DITCH. l D ! 41 — is Jr CULVERT DAYLIGHTS � / i (v / EXISTING 24" CONC. u CULVERTS C& SOUTHfA3T� SECT �29 T7✓P j,�jlf R6. E 1✓M. / r � ��YG CdldYlf� J✓ASH/JY / � I CULVERTS I � DAYLIGHT 2 EXISTING 12" } "� -.t GONG. CULVERTS v� I �P/j2neit' awd J�x Aite. i SURVEYORS and ENGINEERS P.O. SOX 1031 PUYALLUP WA. 98371 PUYALLUP 845-8833 SEATTLE 838-3474 r -= - ___\ �\ \ / 2 CU. YDS. RIP- RAP I 6) USC & GS DATUM (MSL) C 7) BENCH MARK LOCATED R.R. SPIKE 1.5 FEET UP WEST FACE TEL. POLE ON N, SIDE OF 32 _ff 2 �) S.E. 76TH STREET; 2ND TEL. POLE E. OF LAKE WASHINGTON BLVD. 141 Z4 — — 8) FINISH GRADES AS SHOWN ARE MAXIMUMS ONLY. CONTRACTOR MAY FILL TO LOWER FINISH — — -- — (� �¢ 22 \ GRADES, PROVIDE THE FINISH GRADE AND THE FIRST FLOOR OF ANY STRUCTURE CONSTRUCTED ON THE SITE COMPLIES WITH THE ELEVATIONS SET FORTH IN THE STATE FLOOb CONTROL 7+20 S 0 405 f N TO+40 N 1+20 N 2+00 N D�jCy �c' 11'2.�+80 N 3+60 N 4+40 N 5 20 N G+00 N Z 1 PERMIT, AND THE SOIL CONSERVATION FLOOD PAIN STUDY. i ��_ + �' - —" h 9}.:PROPERTY OWNER: SEA BELLE PROPERTIES A L DfT �N i T Y P I C L_F4--SECT_i O N — .. All /------__ \ _ 5542 LAKE WASHINGTON BLVD. SEE EET ?-OF 2 m KIR\LAND, WASHINGTON 98033 - r 10) PROJECT ENGINEER AND S1IRVEYOR: BENNETT &FOX, INC. 720 EAST MAIN AVENUE 3+ PUYALLUP, WASHINGTON 98371 \ - L / !/ /►� Q, 3 , ' _�_t r''- 13G 11) TOP SOIL SHALL BE STRIPPED OFF OF FILL SITE AND STOCK PILED ADJACENT TO -FILL SITE; AND REPLACED AS NEEDED. 38 12) WHEN THE SITE IS COMPLETELY FILLED, THE TOTAL AREA JJILL BE HYDROSEEDED. l 0 13) ZONING B 1 „r 14) FINAL DRAINAGE PLAN & SEDIMENTATION CONTROL TO BE CONSTRUCTED PRIOR TO MATERIAL BEING IMPORTED.UPON COP COMPLETION OF THE FILL THE FINAL ' -- - R L�f AS BU I LTS - / WILL BE FURNISHED TO THE CITY. i44 15) T1iE CONTRACTOR MUST CLEAN AND CONSTRUCT ALL EXISTING DITCHES TO A MINIMUM I STANDARD SHOWN IN DETAIL 1 \ j lE) �7HE DITCH SECTION MUST BE CONSTRUCTED PRIOR TO PLACING THE .S?RAWQALES IN THE DITCH. l D ! 41 — is Jr CULVERT DAYLIGHTS � / i (v / EXISTING 24" CONC. u CULVERTS C& SOUTHfA3T� SECT �29 T7✓P j,�jlf R6. E 1✓M. / r � ��YG CdldYlf� J✓ASH/JY / � I CULVERTS I � DAYLIGHT 2 EXISTING 12" } "� -.t GONG. CULVERTS v� I �P/j2neit' awd J�x Aite. i SURVEYORS and ENGINEERS P.O. SOX 1031 PUYALLUP WA. 98371 PUYALLUP 845-8833 SEATTLE 838-3474 r VICINITY MAP' SCALE* 1"-- 400' R: BE#* JOB # I127 CITY OI R E N T 0 N a �• DEPARTMENT OF P UR1-1(W 0 R K S � Fs�omn. SEABELLE PROPERTIES -- 7-4-76 _ FILE. NO. _ 79' //Z7_ DESIGNED. D.L.F. --- _.__ _ C)A'' DRAWN P A. &, D-Ill - cHE_..._ c KED C.R.B_-- - I"= 4-0_ l,'-LO BOOK- P Gr - ! aPPR ':.-= - APPROVED __ I SHEET__.__. _017 y:' F- i � \ i CUI �I �D 30 . a �F'JLL � CUT i /o i� o�rcy s,�cr�o�v -- ,E�9os�ory corf/TipoG / +20 s 0+60s 1 t2a s o+8os M17:6R L16yzG SEE PLAN ViEVV THIS SHEET o t 4os 0`goN 0+45ri" V *b uiv L�W.. — -1. ,. .. , n , i n /\ / -too W 4 "-G" ROC/l � " iYI/�✓. DEPriy Tf'��C�L D�rCH Cass s�CriorY �0 PCfI� c. - --- --- — DITCH ��T�PlyY BlIG.� y Rl" yr,EN 110 JlelIlz E 'i G ON 4+ooW 4f40N 4�80�1/ SfZoi1/ Sf _ wm/ SURVEYORS and ENGINEERS { w R. BEk,yf P.O. BOX 1031 PUY^Lli tWA. 98371 PUYAL.LUP 845-8833 838-3474 � _ ,JOBS//27 C1_IY 0 R 1U- 0N' W II #1Oins I D E P A R T M. E N "E O F r tJ R 1 1 C: W 0 R1s �OM*AS SEABELLE PROPERTIES . o DLF __ _.... 7/47 -GiyZ a APPP. r d N 200 O h I a N I O M 198 196 Z 0 N 195 9 4:41-28,6618.70 9,4 L A K E W A S H I N G T O N r R E ;E S I` i loom11 T E S 11Z 3 ' ro UA 1 6a o T R / 1 TREE ( / 0SE72N / ST. 129 00 �00 + / X JI r TREES I + �� X000 , p ��� �\ 36 \ / L X\%/ // % / ����— / 74 TH/� TREES / / / B AJSH 7 i 66 j:X 16 TR I O 69 v ^\1716 T H O/ �. // t, / 2 /X/ x �\ ORCHAR 0 28 x 13 411 // 4` j / / �//+\ 1 � I �. 0 O TANKS / O 23 �`' � , � I I -Z— PL.I TANKS / / 2 / % X j x /6 i/ �� � I � ,T 0TANKS / 0 l \Cr a i \ 00 /� Ol -T / � I I` I II I� � I 18 X I` 1 K ENNYDALE C WATER O TOWER i I KENNYDALE CO. e1 STACK 1 / i II O 'I • � j� P 0 J /X4— LAKE WAS INGTON k/ R U. / � H I BRUsn X 22 v 1 I Ir _ J BRUSH / II T REES II - —------- X)30�— 400.11 / N 200 S, a N I N 0 2 ,407.04 Oc 16, 28 2.74 u d h c a v N 199 N 197,000 o II Ol �I �I II 1 —I I1 308 I II X 301 �1301_ II \ I N 196 I' 2 �(� X 267 I I I I l_ \ I , I �31 :X�I I ---J'1313 II x II I r—' II N 195 , J RECEIVED CITY OF RENTON H ARING EXAMINER F E B 2 61980 AM PM x 321 i" 71819, 0,1111211o2,3,E,716 I XI-IIBIT NO. O\ TEM N I' i II 1320 II II LEI �I II I IN M _ 1325 I I N I 1 I � I I 0 M I N 19 4,0 81 91 2 E 1,666,16717 p .J v N 194 �. I� R !� Q 34 n N I O M N 200 N 199 N 198 N 197,000 I f V 19 O O 0 / 0 LAKE WAS N 195 �O, S z� 2 I Rr N I M i o 2 / / 'c O c, h / vN 194,1 .28 / E 1,66 Q 918.70 � � N 9� / w A 5 M 1 N G T O N 0 O� �0 �P J� 000 O 0� q0 Lr I T R E E - - - S i f T R EES 111 I I II ! (I I j o 7-1-fi-" I I x 1 1 LL 11 7 T � E S - ^ I I I I r N 200 11 I Q vxl o ICI 2 1 -- �� I 6X N I oo I I X 316 T R E E I I I 0 1 ❑ I N 11 N 199,407.04 c E 1,666, 28 2.74 / F n5E.72N ,T TREES ST. Q �c ` r'� ro X 327 X 0 II N 199 X J\\� / I T R E ES j \ I I 334 4A 126 I I I \} E.- TREES / ^7 6s _ /41TREES I �... v / // / x 330 / I I � �/ // \ - S. 7 �TH T 1 /300 252 / //X I I \ \\ ORCHAR I9fi I I I Q XI I I I N 198 00 / �ti / / / /,, � - ••�\ '1 1 � � I � p � w III � y , III / I TANKS // / / / / L I �' > ✓ ° III �' 1 A! h 23 0 R C' H A R D �. TANKS / / / �7tt x �� 71 1L•1 - .I / ) 000 0 j ; // X 2r i li xul toN I I ( ' If' ro I I� B R U S H 1I BRUSHI 8 TH PL. i II � I A � / I x VIX —�x I TANKS 22 000 �r BRUSH N 197,000 o TREES II x tc)ti gIIII N 00 N 1` 1\ I x II 18 2 (Z Qn 4ZT 1: 1 L—x 0 Oi x I ❑ I � I . X28 I i I 1 X40 III I �O \X 3m I L301 I ! \ X 301 IT \\ oo a o a a �, i N .�� _�X12`97 0 T H E ES N 196 I I I 1 '/ , �I• C \\ 2 I I�X287 w II 1 i --- ' I ❑ R F sf II Qi �X42� IUo XI14 T R E E S II I \ I I T R E E S o I o , I T H E tE - 31OD X I o �151 II w I �_ X 122 % _ ❑ C7 r T R E ES X— xl N 195 o I o' 0 orb I 128 \ 1 0 \ II d 1320 D i1 --x OR HARD � A R E S I` �I I. T R£ S I I x I '' X x � I I / TREES i N .01 'o -- R EES �- -- - 1 46 1 // _ \ \ a, N o❑ M 1 r \ I G I / �� I \ - --------------- -- 1325 I l I—x x-- N 194,081 91 E 1,666 16717 c S. E. 88 TH- S L14 I c N 194us -x I Q RECE CITY OF O x �1 HEARING E J 11\ \ I IF X / \\ Q L I I`` FEB 2 E I I , II / X 3 21 1 AM I -- 1 \ o \ x 7,8,9,1001021- 1 II I I I I x 1 x 0 II 1 I ✓ XHIBIT - T x 266 - - 8 TEM N O X 303 go T .. . ., I A 40 LI 1 i 4' 01P001N Ut401V Ot80W 1t20yV /t60W 2*ODN/ SbC 7-laIV 4 - O + 20 i✓ <x r 'f 40 i 30 Zo �FICL /D 3 �20iV a s rr1�,� a�I�E 9s �EQ •o. ro M.11.vr,5714v PasirlM -7 40 ZO /O SO �o ZO /0 I+za s 0+8oS of40s 0+00 0+90k 04g01v / t'cc ,y ullau0 p f foij- O fOU Dircy eEC7-1 y - ,6WOAM Corl/l�oG ,4V cfCAG,E SCE PLAID VIEW ; tilS tic i f w i+6o^r ZtpoN Za40N zfBOi{( 3tZON 34GON 9+o0N 4*40M 4480N 3teolw P490N 6 00.4/ o t2,0 W r /tZON 1+60N 2f00N PAIN 2490A/ 4+401Y 4,1&./V 5+20i1/ Sf / foo w u � 4� i i rYA16C dIrcH 69oss LfW714oW *AA 12370 �O ar �►�an�� vim/ s�01rA�- a DITCH �l/0 �xC�9L,E Jflemnelff and J49/x #nc* SURVEYORS and ENGINEERS P.O. BOX 1031 PUYALL1. WA. 98371 PUYALLUP 845-8833 -ATTLE 838-3474 JOB *7/27 0, SEAeELLE PROPERTIES DLF 7/.q/79 79 - 1127 8L /"_/0 VER I. CRg z 2- RECEIVED CITY R EXHIBIT NO 1-5- HEARINWGG EXAMINER M{NER SEP111979 ' AM PM ITEM NO. S�/ .. 7,9191110111,1211, 21,7,.4 o5 ,6