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CITY OF A URN DEPARTMENT OF PUBLIC WORKS AUBURN WASHINGTON EMENTS TO B STR ET STREET IMPROVEMENT NO. 124 81129 CONTR�4CT NU 70 - 16 it 8 STREET N.W I 8 STREET S. W.X7� ' 10 t) N N l i V,1 in to � z CITY OFFICIALS OF DRAWINGS wLIST W !. PLAN & PROFILE, STA. 10+00 TO 4+40 MAYOR 2. PLAN & PROFILE STA, 14+40 TO I3+72 STANLEY P KERSEY 3. PLAN B STREET N.W. IST. STREET '4.W. COUNCILMEN ROBERT KLI NE, MAYOR PRO-TFM THEODORE B. N I GKS ON, STREET COMMITTEE, CHAIRMAN AS BUILT, RAY` SON N E MAN, STREET COMMITTEE _._ ___.._.._.DATEl : GORDON DARLING, STREE � COMMITTEE FRANK SH.AUGHNESSY HAYES HOLMAN RICHARD FIEDLER DIRE�.TOR OF PU13LIC WORKSREDFORD ENGINEERS � � ; PATE:'INS, P C. CONSULTING ENGINEER% BELLEVUE "WASH I NGTON LEGEND PRUDOSED EX I ST I NG - ' B&SEL I NE OR CONSTRUCT I ON LINE CENTEIRL I NE EDGE GRAVEL CAR DIRT EL-W. ASrMALT 1 EIS COW ^sl'FEE1' OR DRIVEWAY -- - +---�- ---*— - IRA I LROAD RAIL ........�.1. p _ ______ _ _ . - __ _ STORM DRAIN LINE ° I t GAS LINE - --- !: - - ELECTR a CA` C0NDU I T (BURIED) i Ammmu mw I I+I`I tt- R,X - CORD CURB fs! COW OM A GUTTER s � OR I V01AY 11 TY1DEE I CATCH 8AS i N c�ogm ei CONFORM L! ME off"; ## --- ---- ----- ---- IR I GH7 OF RAY LINE t'fPE E I CONC CM TYPE II CATCH US IN N VALVE -�- Ul I L I TY PULE { — --� UT I L I tY KILE AN04OR STRUT T L; GMT OR LUM I NA I RE J1.8VCT I ill OR I°tlt.L I9QX FIRE RRE. HYDRANT N O e ti�11t RA I LAA)►1 O CROSSING SIGNAL (', T w SHRLA NEW CE 4MT CONCRETE PAVEMENT q ' i NEW ASPHALT COA...'''� . ar. PAVE14 NT Eft I ST + NG PAY C 4'T REMOVAL E R,rw ! I i CEMENT CONC. S/W �� ;YPE 8 r?'YP.) own — TYPE - CUk! TY}E TYPt = R/w---. � -+ 9.v Imo. � — .R,1St i' f i£itI!!� R'ssssse ?O I ' illLAti . m POEM .iC161d r i iINTEGRALr. e--� _"" "' CURS B°RE - TMAt CE!se: CONPACTEO ; 60lK ` R1i}tT CLAcs (iv2d tik CURB TYPE 8 iYYPI _ sue -6*ABE -f 1f:1 Iy , A TNiCK+ lD6 ` / - A*W_�ti_1E£L tom. ,+ASS A _ ALL lK%V PVVT Rf R.+L J €nest i , CAAvEL CLASS k I0+20122' RT) REMOVE C .6 .. I NST1*+R I WIl C . R . AT I3+24(22' IRT) CONNECT TO EXIST PIPE Siena! eat$ ► I TH 6"x 6' CONC PIPE I I +588..55(22' RT) FIST 20, WIDE CONC ALLEY` RE URN c t PE 0. s 3 12+74(22'LT) CST 30' DZPR SSEO CURB 8 2 ° A ffi 89°57' 20" 4 I DE AWN APfM , 1 ` • r 9.62' 141 s 2+99. 55< 2I ' IRT) REMOVE C . B . , INSTALL. NEV; C.B. T : 12.49 AT 12+90(2I'RT) CONNECT TO EXIST 6" PIPE V!ITIi ! 6 "x 12' COLIC PIPE. '_ ZT0R & rap (=iw� ;:JT 11,1 'tT!! !T*� { s A 90002' 40" I L * 19.64' T * 12.51' t 1 , ! i 'e'l i e i tt+0 N` 21 r- 9 F01 39 i 5 I'3� (2 I ` LT) I Iv STALL T�€'I I .8 , �NNEr T Tt? C.B. AT iliTH 6"s 47' CLVC PIPE. fk 6 j +3,r25 : r 9$'f' T + GONST TYPE I , (; -. S eVER- fi ST WL Pi{'E f4-UG P4PE . TO... -4-r i I- I; sN PllM"IlIT NITt+ P11 i W► F, " Cow i i T A i IH PULL 91 RE . ,ram • i %%.55 19' RT`e REMOVF L.8 !N'TAi-L NIEV v B " AT ; t3++52(2 = ' R?) . CONNE/CO TO Cyr_ 3 _ AT I �*L5.65 1` 'Is! i FviT1! �'=X L5' Lii=4C PIPE. `j}�` I 1 !I ' WI ar i'J. A7= % . 1 k1 t �� F'i':► E_'`' POLE T'3 W. !! { �i ;gF'mfl0Frj= Ry 0.itti n; I 1 ■f � gg 1 1 L. I-9-64 r r - I2 58= g :i0 1 Exist %0-muki'd L�FT TDB' OF CURB PROFILE % O " 33 W . 27 80 iG 80 . , 4, 810 :3 80 G2 "9 v5 79.89 79 a y 79 76 79.70 79 72. 713, 73 n.75 Gram L," —PROPOSED LT: TOP OF CURS - [l 9 4 in *d —Pt 0Jb-35 ,0 RT TOP Or CURB �.. J !. J RIGHT TOP_ �__ F '�URB ?nF ,LL __. trCtsTfSkti AS BUILT 4 U " R;,P^SEu iRT TOP OF CURB -u- '^ €"zts` around r l 'zt e r1 80, % q ! 1- 1-� t' ':1 IFi .'7. I 1 L"7 :714 "j ._"! 7U a,.. j y.�s+.1_ r' c:" _ .. ..-- --. _. _.. ._. -_ _ _. _..___. _..___— .. ----__-..._ *7 rAsw.faflital i5v 1 i _1 it RSA AUBURN S '1i E ,r^�� ��" �,� s Drawn hr 4lacr t �701 e-- ,---, - - IEi' 01-1L F����� I.���.� � STREET � •f 8-701 LNa. r�TLE r 1 F P.Fit Newins., F'E._ raWkSHIN�GTt7 I r j1, t �`� t I ► I-T1Liam. Lkd. iCcvtewr= FluUjc Works � �A 1 if � � �1.f � 1 It[i � +tift�r: 70 STR 2l6i 2 n REMGVE DEBR I PAII I+IT ; NC'1 CE!vTA1;.. TO BLEAR I NG & ::RU€IB ! t!G .---\ BACK ILL 'WITH BANK RUN CLASS Ai PER III YV - ! r ! z T ?' TYP.G.E. 7730 t '� e _O=ry�'OOu / f4. -...-._.. L' �" r �• •1 i R R � . 00 + i t f Z' fe � f E � 1- r � �.. ice'. rt�.l'l" �•S. t. • .: �. - r-- - R EM V r E ,,POI 4 P ! i`F . L 130.901 ?gYalLtvT i NC I DENTS L i U T 5699' >r #3 f/'•'i• .i ;. Ut f CILEAR i NG b GkUBB i NG . f, s STREET NAME 5'GN--- t7+ , cz u''' ►- POWER .. ,....t� �-rtDrF! Kid?, �,--Otrr w Y ;!C,F; NO PARKIN- _ ,w c r>; J ' ('' R =erF y, i 1 / f f ilA,7C� 1�$f .-.. -. �� _..-._� tCSr,..A•'fs 9a3Z'@S� �C LR.1R�S .�.-.......... Y.T'...5.: L•:^ � � � �� � -" ' NEW R. W- --�.� /' -' --- � �° a Ems, ;.oaRt. iXalii , 7"77`_ �"r. %`T..r. `- 90 I� 1 29`42150" s +f R 2Q'0.00 , ; `� t G. ore! Fwk i Aq la+ L = i • 72 ' ! . iaaaael ir3 e 0 x. r i i s L i 9 ST aw I P O+54_66(t4` RT.� t_.7r,.ilrp.TEL 4t =- ,,;•."tJ t� _ 7 .G8i INK FENCE 6, IC+41 .50 (37'tRT) REMM C.D. INSTALL NEW C . 8. AT 16+43 00 I RT) ACT TO C.9 ? E ► $7O AT 16+33.'r"(36`?T) W1Tii 6 x 17'COC PIPE. , 5.7" 16 +52f 13' RT 3 R9rjVE b RE! LATE A . V . IS F- . h . -` ` 1 TO 15+47(33' RT) AS O I RECTED IN S" TUBE NOTE ...�.. �,,..�,.. ..........._ ...�... ,tee.. - � .:.. d �) tiro . 8 - ""U t EA 4 ST WWII t �n L i C TO rtJ 1 � s o1 ! Y. � CLl.R8 I "+''! ��'_ A 62c28' 14 RELOCATE W.V. ISr.H. rKNi 15+62i 13'RT} k i t'+ti$ . i t ra 1 K.i' ALL AA LlRjE ! TM U. T _ : 2. 13 ` t 7+i>3 (22 ` fiT) CAST 22' R I DE CE?ti? CONC DfX TYPE i? � I 4+78.55(22' RT ) :--I 2w 141 LIE COfC ALLEY II'TURN TYPE 8 . A = ?5 Or_' l``� 1 ,� s n C. L = 45.5T' f i '� I # I i' 6 19+26(221 L T) INSTALL TYPE I C . $ , Ci/N� LC r TO EXIST �, 5+!€ . 2€. R'•) T i 2 ._ . �` �` TYPE T = 32.25' I S, �: li C.B. AT 19+48(26' PT) WITH 6"x 52' COW PIPE. ,sJ t ) / i !I i 2 t6+38(50'RT CONS -or 2' VII CEWI`47 COW E/* I G+ 18 .'50(37' R T) REMOVE C.B. i STALL FEW G.8. AT15+ 1 d(3" RT } 1 # TYPE C . CONNECT M EXIST PIPE !/ I TH 5"x 71 CONC PIPE. ; r _ i f 3�i 16+56(22' LT) Ci1NST 30' DEPRESSED �. � 2' W i ^rE i t'RSTAi.L TYPES I I C . 8. OVER EXIST P 1 i''E ,1tfNCT t OEi . 1--- AST APR0N r 4i 1 i'r F f ? Y S'f (+ i 4 •"-��..`-O.s333----PRO'POSE3 L1. TOP OF CI AID i ! Exist. Ground Liss t � . L* --------- Yy_-- - ._. _ -�i LEFT TOP OF CURB PROFILE 79 l$ 7x . T? 79. fi3 79.55 79.4 7 ? :. _' 79.26 79.05 70.80 78. 55 ?a 'A ?B . Z3 i WOO 4 PROFILE 78181 78.76 78,72 - EAIsl. Gfotlad Lin$ - t PROP�J'SEC RT, TOP OF CURO-7 t4. L�i.r CJ! � ' 104 i1r.F' Ar. - _- •• N d 4; 75.lg 79 1' fy ,>t. 78 56 '4 39 !+? 8_; i ,! r• i�Irectar II iliac. + Date i By Ckd- I Aaor ilevttiun �UCliG Works F-N1 T'FR 1 INS PRORL -78di 79 `n4 @4 , �C";, `n. :- _' ry - fi0i3:?S ri PT TOP OF C iJ`4f4 ;jV * J f'I �Ac� 1 TOP OF CURB PROFILE :i ,3 2. diL.L?--YZ'E: 1. =.4N +: L.I'!'vt, EN(tiNEEAS Ex is! ri-'-7 78 ;; 17. 94 -3 DATA %! .7. 87 r-w '7 J 77 -?9 -7r.70 7 cam! ST! ST S& PROFILE - 1 SL .'i+ w Vr2wn by ')at? Siu[t w '►-tar i z' i "W2 J. F. B. toy B STREET S. W lVert, i"a m"_______ _ JiJii No �alic ro� PLAN8c PROR I i_E - - ,+d- 721 - _ _ .._.. .�_.. -_ _. _ _ _. _ .. ..._ ....�_.,.-�..-..<...«. � -' _ .m..:. -; .t-,;..,��,�a'.M+f-.r'^�i�+)'rc�..:'�'�rYr'.��.v��.. ....' r.:. ....+_.__ ....._ ...__�.. .. .,i3..,,,.e.o._.-i:.i.v»'�--..�.�....._...._�. _•_ __...�.._� �._.__.�_ __. _._,._ --..._ . ._.._. __._.... _.... _ .__. �. .. � _ _ - - -._ ' �- _ .. _ . __ .. ".. _ _. CITY OF DEPARTMENT OF AUBURN STREET I LIST OF DRAWINGS I. PLAN & PROFILE, STA. 10+00 TO 14+40 2. PLAN 8c PROFILE STA. 14+40 TO 19+72 3. PLAN B STREE T N.W. 8r IST. STREET N.W. CON AUBURN/ PUBLIC WORKS WASHINGTON i IMPROVEMENT N0012481 129 TRACT NO 70 -16 Z p I.- cl) co) z N N IS B l31LTDATF-j-.�:. REDFORD CONSULTING BELLEVUE B STREET N.W. I zl I �I I cn I z . 1-1 a co 3 ENGINEERS ENGINEERS WASH I NGTON CITY OFFICIALS MAYOR STANLEY P. KERSEY COUNCILMEN ROBERT KL I N E, MAYOR PRO—TEM THEODORE B. N I CKS ON, STREET COMMITTEE, CHAIRMAN RAY SON N EMAN, STREET COMMITTEE GORDON DARLING, STREET - COMMITTEE FRANK SHAUGHNESSY HAYES HO L M AN RICHARD FIEDLER' DIRECTOR OF PUBLIC WORKS PAT N EV I N S, P E. T lo� Z�17 � RAO 71 ST R Q44N SH -1 kv- 4^ 4.; 7 { yI Ic z LIST OF DRAWINGS _ I. PLAN & PROFILE, STA. 10+00 TO- 14+40 2. PLAN 8& PROFILE STA. 14+40 TO 19+72 3. PLAN 6 STREET N,W.81 IsT. STREET N.W. aS B.UILTDATE 8 4t�_ si 8 STREET N.W. I zl 1 cnI cn Z I Ni a 2 co 3 REDFORD ENGINEERS CONSULTING ENGINEERS BELLEVUE WASHINGTON �-v CITY OFFICIALS MAYOR STANLEY P. KERSEY COUNCILMEN ROBERT KLINE, MAYOR PRO-TEM THEODORE B. NICKSON, STREET COMMITTEE, CHAIRMAN RAY SONNEMAN, STREET COMMITTEE GORDON DARLING, STREET .COMMITTEE FRANK SHAUGHNESSY HAYES HOLMAN RICHARD FIEDLER DIRECTOR OF PUBLIC WORKS PAT N EV I N S, P E. T • .?AO 71 S T R 244&t SH=1 0 t - , " - , _ -C� _. _ __ . - . - - - _. _._ - .. __ _ . _ - _ 1.1 .. _ - -. - _. .- - _r_ _. ., .___.-_.._.._ _ , ._ _ _..__ __ . I I . . - I I - . I I- - _. ` LEGEND f PROPOSED , EXISTING _ _ _ __ i- ` BASELINE OR CONSTRUCTION LINE � - CENTERLINE 1 10+20(22'RT) REMOVE C.B., INSTALL NEVI C.B. O 13+5Ct(21'LT) INSTALL TYPE I C.B. CONNECT TO �'J 13+43.55(19' RT) REMOVE C.B. INSTALL NEW C.B. ----------------- ELrE GRAVEL OR DIRT O AT 10+24(22'RT) CONNECT TO EXIST PIPE C.B. AT 13+25.55(19'RT) WITH 6"x 47' AT 13+52(2t'RT). CONNECT TO C.B. AT 13+25.55 Signal bate N I TH 6"x 6' COWC PIPE. C ONC PIPE . (I 9' RT) WITH 6"x' 26' CONC PIPE . - - - - - EDGE WALK OR SIDEWALK .. - - -- --- - - EDGE ASPHALT 11+58.55(22'RT) CONST 20' WIDE CONC ALLEY © . EDGE CONC STREET OR DRIVEWAY RETURN TYPE B. o' - > I., 5EE PLAN. W % F & RAILROAD RAIL ° s O 12+74(22'LT) CONST 30' DEPRESSED CURB &2 O = 89 57 20 WIDE ASPH APRON. - vii x FENCE I R = 12.50' D o STORM DRAIN LINE L = 19.62 ® 12+99.551 21'RT) REMOVE C.B.,INSTALL NEW C.B. ' _ _49 ,AT 12+90(2! RT) COMIECT TO EXIST 6" PIPE WITH w c GAS LINE - T - 12 6 "x _12' CONC PIPE. w ELECTRICAL CONDUIT (BURIED) I I - GUY POLE w WATER LINE Defecior PC 0+3698 � STREE [ NAME SIGN 5 DO N07 ENTER SIGN Q f G.E_ 79.20 r. / / _Z__j BUILDING11 P.T. 10+ 32.47 E_ 77.95 . ( INTEGRAL_CONC CURB 3 80 CONC CURB GUTTER I c DRIVEWAY _ " _ _ MMMMI i . I I A?- N 10+00= 2 N _ � 14 . p TYPE I CATCH BASIN ---� 0+00 M � II C ., 12 1 `` N. 00 20 E. B ST.- S. W. ' CONFORM CONFORM LINE Grave} - --• RIGHT OF WAY LINE Road I GE-79.80 0 �' G.E 79.Ofi G.E.8.98 TYPE E- I CONC CURB - - - - _ 1. E_ 77.8 I 6 = N 7 I. 77.73 N . TYPE II CATCH BASIN 3 4 2 Z I H Da VALVE E . E - _- -- - _ . - - ___ - E - - �- UTILITY POLE __[_ E E """" 7'9. V 1 5041 79. 9 H PT.10+32.5 I . 2 1�8 C- 32.02 --� UTILITY POLE ANCHOR PC 0+32 80.20 , (Ijl I vi 1 C M STREET LIGHT OR LUMINAIRE 3 , I I I P_T 0+3 oN I I _ m , ® JUNCTION OR PULL BOX _ - 80.30 I N H -, . LE A = 89°57',40" } o tf FIRE HYDRANT to UTILITY STRIP CONDUIT SCHEDU = .50' I I o . : I STUB &CAP CONDUIT IN U R 12 0 _ I - = MONUMENT 11 , o I Ai I-I/4"-CONDUIT WITH PULL WIRE. L _ I9.63' ( I z : I A 90 02 20 tsa RAILROAD CROSSING SIGNAL _ A _ 90°02'40" T - 12.49' ( N Q I R = 12.50' I Io M 3 R 12.50 2Q 2" CONDUIT WITH PULL WIRE. L = 19.64 I I c n m I N I T=! 2.58' L - 19.64 I TREE o ( T = 12 51' POWER POLE TO BE `� . 0 I REMOVED BY OTHERS I II + = II I < SHRUB I ' NEW CEMENT CONCRETE PAVEMENT I • '° Y''" NEW ASPHALT CONCRETE PAVEMENT Iid' . EXISTING PAVEMENT REMOVAL I I II I :::::::::�:::::::::' .N, _�:� .1......... ..... .. ••,...............{.........f...,.....i:::::::::_...... ::::::::: ::::::::: ::::::::.I.••••••,. ••••,•.••i::......:I::::::::: ::::::::: :::::::.. ......... ....-:::: ::::':::: ::::::::: ::::::::: _ } , f i I1. _ � i ' ! I. 22 _ i :,• i ........•i....::*.• .•••.••.• } • f = [ . I • 4.5 : :2`2 f .� . . . . } _ _ ' I , - _ . . - . . . . . . f . . . . . . . . . i... ......... : I:...... t .....: ` .... .... ......... . .... d-. p i ......... .. ...... ......... ......... j ......... I ......... } » i �._ _ ».«•__•.--._�•___-_._-.,.._•.-- __. _._._ 1. , * ... 6. 9) - , :.... . 1. ... , ** RIW.k i.........}......... ___.»_._. f M. ___.__ __, __. __ _ __-_ _ w�M"...... ...•_. ••••••.•. i.........j......... .•..••.•.i....•..•. •..•.•.. _ f ....... I. » . . . . . . . . . . »... ... L»;Y _____»« t_»»_ _ ___» j _:.__._;.. » _i.. _.0.5'.. ... ..••... I + ...••.. .,••-•.•.......... ......... I I........ �- ....i......... .. }O ..f........._........._... I fi -i-.= i... _•- a. •. ..•.• ........._•...••...i•.•...... I f....... i PROPOSEb LT: :'10P OF CURB= ......... ......... _...- ......... I.........'......... i.. .. ... .. _ ii :I: ; f _ f - _ ........iiiI I.... i.........I......... i.........i......... i..... I.........I... I .................. ::....}.................. _.......- :4:t`:..I._....... ..i....•.... .........I ....... . I.... i :I:......i.. ,..... CEMENT CONC.SfW:.. I.........I ......... .........'......... i......... ......... t i i i 2 i = 0 2 o/. :Z /o: _ ......... 8: 7YP ............. I ......... i .... _ } - 0:2519% _ ......... i I .........:......... ___..._ _ _ 0 =-.� ... ly-PE G i ........ ..... _ ......... j ......... _ .. _.-.__--- __»_. _..» _ •.-..-___ . .. .... t$ . . . . . . . . i -i s" .. .. . .. i i Imo.... i "_ d .: . .. . . . .. . . . .. »_ i _ » _ ... .« -f. - .. . . . . }_. ' -f - i -I 'T-YPE , ... _ i .- .__ _ » . _ _ = ,,..._ _ _ « ...:_ :...«._.... -- f .... ......... t ......... '% ... f I. B ' ...... _,.-----. _ =1 CUR -_« PEE _._ «....««_ - _ -:� . - Y ......I......___ :CURB I f - - __ _...___.».__ _ ___ �_«__........T _ .... . _... __..........:..._ _ ._ _ _ _ t ....... .... ......... ... . _ ...__..: »« �.................•-._.__._..•_._-.............»„_._.._.....___, ... • • • • .... . _ ASS B ASRH. GO C. i ' ......... .........^; ....... I� .... Exist. -Ground�Lide , ..... � �........ I .. .... . _ `_,�'-�. __,.`_`�'� _=�..-., ` if..} f:COMP CTE.... .G 5.. CLASS :A ,.i.........1...... f I..................I.........I........._..... I......... .........f......... (......... .--�� .......i f f BANK RUN GRAVEL f I f ; i i:;} f_} ; i PRQFILE _Iii i......... ..I, I, .._........ I•...... .....I.......i-....... :LEf T _TOP: OF: CURB: ....•.}........ ...if. ......... ...................•......... _......... ............I.........i.........I.........i......... »_.--..._--___ _.........jTYPICAL ROAD1AfAY SEG'ION B......... .••••..• •••......I.--.•::::-•.....I.........I.........i.........i......... :::::............. ...........i' �_�' f_ ______ _ --- _ :........ f r._....... _. _«. _ . , ....... f .. .. '+ • . 'i'O ..1�:'�O ..... I- II-u_-_--_.-_- __.. _--,--.._.-- _ .... f--••____ .... 797 5 .... . f i IG.5 } _ »«_.__ «._» _» _ ,r_--_ _» _ i i = �(".... -� "....I� 79 } 83 .....�7-9: 76 79.70 I- 79.72 79 73:..... . ......... ..... f _ _ __ ..i.. _.__ _ ..____ _ f._ _ _ , _.»__ ._»« _. _ _ .... 0$ :80 , 02 • 79 . JS ....:7 j _:89 ..... . i ......... :... - • .... ; ...... �....... ........ . _ ___ .__ it _.»«_» « «..._ -i _ __. -- .. •:Rlw- _ ......... ; ... 39` ...... $() :...... 80.27 .... _ • 80 20 80 I ...... • $b • ........ . • ...... , f . • ....... _ } ......... I . • - ... • • . . • ....... I . I I......... f..: I.........I............... ;8d`46.. 80 .. }......... f......... ......... I ............... \ .........i........• I.........i....•.... .. . ....i..••..... I.........I... �...i........ I i....22 (......... I.........i.........I..................I'_.................._.........i.........i. I i-........ i.........:......... 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R,EDF�RD ENGINEERS B STREET" S Vert = I I _ P 8-70 ° . :. , __ el�22� .., 3RD ST. S.W. TO W. MAIN ST. JOB No. =*, -71 CONSULTING EiVGINE�RS �FQ�sTEa�� Pat Nevins,P.E. ,;.: E C 7031�-00 .' p Director of ELLEVUE WASHINGTON PLAN • 8k PROF I L -71 Public Works B -- --��.- 7 ��' SH•• : 2. No. Date B [--d. Appr. Revision �p 0 I