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Home My WebLink About70STR2544C1.1 Y OF URN STREET 04 8 1 105(5) IMPRI..%RVEMEN s NO., . UAB NO.. FIA N\k\ -7 � L*I* Do 24 CON ACT 1 5 J 17TH H STREET 10 S E. 1 N e .' a 'R" �Tr��ET 8R1 DGE CITY OFFICIALS SCHEDULE OF DRAWINGS ° %;� ,` N`�w r AAAYOR ""' TO 5 +00 LE`7E1�1� 'IN ,* a1'`�.� 1. PLAN 81 PROFILE, 17TH S�, STA. 2+50 STANI.EY P. JERSEY 2. PLAN PROFILE., IT TN ST. STA. 5+00 TO 10 +00 3. PLAN Ek P OF ILE, 17TH ST. "R" ST, - STA. 10 +00 TO 15 +0000UNCILMEN E� �► TO 20+00 ROBERT KLI NE, MAYOR PRO--TEM 4. PLAN E PROF I L E, R ST, -- STA. 15+00 5- PLAN a PROFiLE, -R�' ST. - STA. 20+00 TO 25 +00 �` r T NEODORE '�. NICI�SON, STREET � OiVlMiTTEt, CHAIRMAN f. PLAN 81 PROFILE , R" ST. - ; 'A. 25+C T 0 27 +45 RAY SONNE A ! .STREET COMMITTEE 7. PLAN 81 PPOF ILE, HOWARD RCS-STA. 47+00 TO 53+00 _ a` _ _ x;sT. srREet S.E. ��.1-', c�c��[��1 1� i�R1 4NC� 4TRF'FT f:�7MhlITTFF 8, PLAN & PROFILE,, HOWA,RD RD.--STA. 53 +00 TO 58�+ 38FRANK SHAUGHNESSY _ .... _ ., _ - 3. PLAN & PROFILE, ALTERNATE ASTORM SPEMERR In TVDlrr•�-�r� A! Qr►AnwAv c=kic ° HAYES HOL.MAN n1.► . 1 1 a,.�a.. I!„��„V�1 ,0�V E 1.0114� RICHARD FIEDLER . REDFORD ENGINEERS DIRECTOR OF PUBLIC WORKS PAT NEViNS, P.E. CONSULTING ENGINEERS UILT B .,LEV WASHINGTON "m r s 7a SYR 1117 iN-t 4 3-A ELEV. I! � Ede f E ,,: � TOP S.W. CC1R OF 13F8tC.K WALL is , H \\ 7 E E1 i Jii� w { T ) i+lJf�F �• R i e 4 -5 �,+iaWE +� TO !`Ri AT ¢50 ( 1LT) R14 ;H 15fAx i' CtM FiP K. }�•.., .; �i l�i V[ �� u.Y i� `R 'A4 S R 9'�/iR�.i 2 OF{3_ �P!' t P�.�If '�y f' �[7%rn j L..�"i,V:a,- L.Y 4765tlJV,a y\ - ' \ 1 7.s t 14 �p {fit •�•i;`\ S3' .o _ /r i� � IR V 5 r%'' R 1 y3 ...i `'.r r-i: �_.. ! �`p+I{ .� kK, 1%1, #! Kr • VC I `i'' ♦, ` 9Y&�•, .,-- i. I 3MST rw, N�Nwi 1: ��inE 1' `.T=s`�CT l; ai i�`z°^i� •+, r.+Varrrrw,a>!�rarsaaa. ' •:� i, i!! n 1 M LmaHai mi wi 117 }�•^- ":'' ► 7 it alPf e, ,,` .3sY*.sw�•rwcw ;, rwas.�a G,ras►e�u NL7��.�' r v eieb -I 9i.IL% IN r+ 'T OF N'1ww'<. 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' ^�3-�. r'^i' �` 1•..� a�{�.5 ps'.� t q� q r i 1J , "� y.-. 1i-? 7'V.,x.. t 1 p 71 i :. ii f ,r %i i• � l N uo f l ; r, G.:_[\ :�-tfi°:. :., t'1 %r`, a , PILAST 7` :RA #4rfa ySIt� 1.INS 1 i 9 ; AS+9'9 .50 TO 52+iY i�i5? ( `,�t� � 51:+ s 5 _',•��=.PT _ COKT- �,.�'i� ::!i�f �- -3�'- �..;� �, " A,;� v.''Yi '!G p; L i; s:`%i �4 BEG i�t C� li ^. s � I c_ :V¢� �:� .'a�+��F +; .. AFPI"Y 2' GF 849x WILCP OV F : t 120 t IM 1�1 tllrfmT.C. i �'�°�' � fiii ! ty.`r.-.E �� : i �Ix7 � �� _ fit_ <✓' ' Cs; ;.:,;; i . r , � T ------ - }------ --_ � � t'� � �"•' _ i � "•{,• i � 1 V r ' Ali{".' ��; `4'1 '' i !•` O. 1 e r i •'I"'Y"'�0.�..�,..y�ye, 1 ..e..r...'...�.-+• .'.. �..r.-..•,•.rs•..0� f ; S.;;>' i., i j iJ' io t e--�„ L? l" . ' i t . L,It-t;,+ ;-- f+ s ip ri a Zito c ;= ! G 4 1 `6 i 1 � �S_-- m,� a; � ?: } �; �'%��' �:! F s,4� ? � - � c ; � i i-£�: 7 �"iE" 0. y a CURVEI° L.=7.65` `�, �,i_,Q�E !//J$�1 i=A3�"_-dU' - --��. s�>_r --_� --- , �.. t t 4 PROFR At ILE} , ALA. ELEVATIONS APT_ TOP OF CURBS 1 J 1 � 1� i. is . • � 1 � 1 --8 lee 1' = .~,". ; I TDR!] N - �h_F-- l STORM DRAT' 11401, i I."" S.:C?.0033 - _•r apt j cvi�s.....1e,,,,a..•�,,,1100M.,.410.i i!S i4r !w PROPOSED f'V4!'` '"`•+, `s G Exis_i2 _Low y �- LIL Is cam! ' # 4' U,�� ~r _- _ -- F -- -- - f -H�=-i 4 r!- E.E ' F3.40 - ix3 i • ofARA its i 116 114 112 "U ' C#ai�V.'L.='S%S5' I 3E.4&' i C!1RVE:�i$.t _..�.;w : -L.. _ �s Qlr PR FILE CALL CLIEVAT10,NS ARE 3`0�-- 0t PROPOSE) PAVEMENT AT FACE 0€ EXTRUDED CURET, � 1 17-ti5 ! l7.36 i 17.2! 3 1". 11 i ,"r.ti5 l l'.C6 117 io i )7. 5 1 17.3A i7,.�iii 1 i7.t17 117.84 ; 18,00 ELEV. 50 51 52 53 i �� SY,tet - - -- - -- - --- Approved b- : AUBURN SC i4 L l' �'4- ��, F3� n Rate 7 i Y1AED "_"`RD ENGINEERS ERS ,�� t� C3secked by: - !G of 7T S.E. t Joe N o C�..2��5(,i.i[N+(� F,ltilC1l'�ivER:� J .- ' ---- +__.- . _ _ - _-- __ __ -- _.___ _-----__--'--._ ._______-___ ___________ ni , .�. Fit �►J ST. ST. S.F. ,� '�'� �4s � chi 1 BURN iNA►Y sauTr� 2i v 6806-0 ! �.....-.�}--.- «.. -• - . -..�.- -•--- - - .... <...�.r...�.w . a _. . - n _ _ ...._ _ _.. �.. �.._..__ __-.,._... _ _._..._._.. Dkvciw 3F Public Woft BEiLEV FAG. L Pate - 1 h; i Cid � tkppi s R.t�as.on LIf> dVASHiPiCTOPY STA. 47 -�- 4G TO STA. � + 04 7b STA 2117 EH-9 { *`FQQa►(��1!i•i$F3ti�F#��tis'�4+,`t�i[q�, �e K ' fill ^ .. ! t ,... t+' i P f yy �'p^, 5J `} l 1 T /`(?p��,A `i !� 4.i+.Zi S 1 a 1 �L. .y f- '+ :.. - fw ..� ._<• y h (� ii p F: N�W11;'.. �r i a O 8 X i c7 ;.. .. •, 7 .� y P S 1 r 'T' 1 a�'...� �., GONS:.T TYeyeE •I i np^y�� 1 6 tf S'.r iJ',JI'9 .r, a !� S S-�O_ � '_4� i':11�4Tfi4:CT T:J Q }l � O . Eo . AT t 3+5G.. 9 ` R r %V ! TH 8'a x2 l 1 ONC r i � tam .� A 56+75 � f 1 vl a RT � W E il•4 311,E23 ` .�`,3NG P i e'f-. � a ram. __CZZI R jT r , S T ; Yi'' c� C4 • nr't�=u Ste: T�5f 4 T � f^i ,a 1 1 tom, i; (3 ) :7 +s� � . �s _`-^� _ , i . ; 41 i A� L MON epmsAT 93+50*( 9 1 RT W I TH 8 x 12 0 ow, p ; pE- -i E ; D 57+44 �s'��C? s r sv TYPE 1- 5 W. u LT TO -}--5 ►+- 5 -�'�T -� 5 _ --;=:--,�}`�-- `" W AT _ 22+ 17 (OR") :5' LT) M TH # 5"x 190` r.CW. rs1K. J 56+06 ,'? (P.C.) INSTALL !ON. { bl 75a + 22' 1 T i t`01LtiST "o"ME I 0Z . C-"EC T) 0 8 x 1 S!f -epessw AT 564.75+. I O' RT) ►i ; N 8"1 1 ° C0$'3S, P; POE G.E. 09.05 1 / FIST 1 y 2 (20 8 54 HOWA E f 55 1 0! tic O 4-: i 2tt � i ti !8 to sTofiT DRAIN -1 8.00. 118 17 i!b 33 118,50 i18.67 118.82 118.95 119.16 1,9 15 ELEV 53 54.!"aH10R2Y.1�.ii�1i r. - - -- -Director of Public Works N., hate 1 By 1 1 ,,ppr. ! t rvaea:,n E Ass* DO:"^ tar TRAFFIC BUI TDNS - 8. m 12 Er.EI4 : t G 34 1 h HOWUN(3 A LE 'v tI "SOUTH SHCE C;� E'< ST. Ro 1 19.22 1 19.2!'3 1 19 .3' ! 19.44 3 !9._8 i 7 ) _ 6 BAST , iNE CODI E 3",0591? .42 '7' 3i Jt l a Z1 ►'�4 .80y._+r w aFxAt=�tr=�"'aedse�'' E. t i . i \ G fx 119.22 W". � � .. 1-0}------- __ 1 2 0 --1 7 ---- "'IT Y OF AL191JRN S CA L E � 'TH. STREET S.E. ak STREETS. E. �{}1�� rON.SPitI,'YIN6 ENGINEERS � FROM WAY SOUTH TO 21ST ST S.t. � g c6ev o g; �.t �vLE 64`,5,t�txc,;o*r 1 STA. 53+03 TO STA. 59+22.46 i 3%At Try r ��a� jt�( !!'#�t,e}t S•�a�1i* rid fil''ll c;rr�f , 134 eMl! OfJEaet�t �statArt�'yt�iy�f „ 4 �,�vA YEattn�t•n.m'+pnrggylNs :.a�1f t}{2!-ltfa! ' t��il4k�#�i�i3t;`lilt�ttt±i1111tit#�is�ti#tt4#Ei�ltll.i�iltSl��i##i#t#+�t!'�#1?i�iiii## 'lf�iti#:RI�°= ELEV fu�iawnwR ffr�rerrww R7A*.Ia byDate Sheet J i decked by Of 10 70 'OTR 2 1$ 7 Sty-1® !14 ,#tptit i b 1..E. ilT.9C3 116 70 s"fR21i7 st+-it 1vw (F t ltEL.?- 0:X4111 i I I 1 1 •�° Q,.' •� • � q, ,t.�, ♦ aj } 'fix AJ' 1 .. r� pt s �."�,'�• e t • k F Q .. — I .✓ S t1 � • � �° .tie i -•. •'R • •.t♦ x.••«O•a± ♦. J. t,. Y 9 .t, .♦ • ..! .,.. •': 6 r ` •. r • k •. .•'. - t. � ` .' '..Y ` i f1 ( ��•.. •T �. ee, ,�0. .•sx __• .,, •s •^•!Si •'?-AlaY4.•-, „•'••-v ..•• • -w: e• •e�• '. .,t , e- S _' .Y.. r. ,deb . C �• r i( •!�G d i" •� i t' ;a's.e • •.fix. •.t;{f •. fa:. q.'�s a ♦> t.t i i?�.� j�•: 4 Q t ei yy ^.n• ° ♦ �s, *' t"4o� �CfSriL iTH [ i .� 3" ASPHALT COPSE. �" EAEhi !�C S/MTYPE I LASS iCMS. t. rE DLAKS 'COR L ► ASPHALT TREATED LRASt -•. �CEMENT CON~ SIDEWALK,TYPE.$. `� f i SEE PLANS 1" LOCATION CEMENT CONC. CkjaS & GUTTER i a 1 + \ \-•--_i:" BANK R*IJN GRAVELCLAS A TYPE A {TYP bw LOU VARIES 14' 8TA. 134 ("R") TO 26+22. S" DfAhWTER DUCTILE MON WATER hdAft TYPICAL ROADWAY SECTION i77H STREET SE. F ".W STREET S,�E, STA_ 2 a 50 O• 1qTA_ r 7 -,� 45 NO SCALE 3 C)" ry I EFT � RtSFIT _ 16 S' 1 1 I ►-BASE LINE ELE`.: ( it l-!El �PiL.ELJ 0,17" ;' '� Y6a_.E:.'-iv.�r1'j -\ i#it j _�19i� 1 � � U�L.L�l..e PlCiw(}'�fr' � •� �� w t 015. 41 o e. R t. t,at•l f. a. :4 '� ,.o" ..'.., _ .},`. •J• •o. -a •'e'e , .a. '. • ' � " \•� iw.. t •\ �. a� mot' &A-M; k T CC .;• CLASS i \'• 2 LiETS AT — 1/2'41 EACH rEME!yT C:�"4C i i;�'ES Ei ♦�•\ t2`t BANK RUN GkAVEL., CLASS A 3UT"E ?, TYPE A-'. (TY! i -- COMPACTED St,'PG AOE 8" BASE Li fwE 1 TYPIQAL SQAQA_A SC ON HOWARD ROAD STA, 51♦65..95 TO "R" STREET S.E. NO SCALE a i r r I Date C". 4 tj.fjpl. j e•�rlt:0l' .Apprtwrd yy' Pal Novini, I?Et_ Director of public Works BASE 'LINE t i 30 s 1 f � _- c s.aa�.r r•- nV;• ♦J{}k1II t. �. Vt_�Jw7 .`. i� `OMPAC "EC "GRADE 1"tfW TYPICAL ROADWAY SECTION A - A HTOWRO ROAD V w • q V }Yam• -T •/ II! id, V`vi NO SCALE CONC., CLASS S iNCIDENTAL ASPHALT T ASPH. CONC. (ING LOT WALK, TYPE 8 i GU rTER$ BASE i ---_ 12' —_------�. VARIES LAE 'VARIES f,--' TO 22' SRIGHT EL. -SEE �'Riir' it-!: SHT 7 P '#M EL _e Pis(?: t LE :? , Stir##)�.. EL1-x: ? ll I I ' ,as ��-ZT. la` {!' A' �'j ' ► e • Q e A SE i_ i N r L ! F: V j - ..♦ - ' s i . , 46 c_ t�� R a ,' a ••• •, C•-�,..• I �• y+ �-1 ... e,a f �* S i.'^r 1/ ' 1 •' .•'�. . ��. • si f - //��i/l. •' '•. may. Y1tA,�^...{��._ •. .�'r .... �..!]-_yf�•r,.>�. y�•�� l / _/i�_ l,-sZ'.�.�"..`-""t'r"' ._,yi may'.._ p '` •.�"_ +-9+RU9Eo-.w T.�n w. 1/T7TSL7- ._J• .' / ( ,• !/I/ \ %. �e. �--,Ei�tFstlz COt+1C. C<tR�s 3 �. \ ., uJTTEF?, T'Pr�L A E - - 3 ASPHALT "C'1vC�• LASS B. __— If ,` .CE MENT '"ONC. CURB & 2 i1FTS AT ; are" EACOW. TT TYPE A- `: tits ASPHALT TREATED BASE _ ---- —,° �1J ;� 12' aA,atc f;;fH GR,t;YEL, C! ASS a TYPICAL. ROADWAY SECTION B 8 HOWARD ROAD STA. 49+7CL50 M STA. 51+65.95 NQ SCALE �� r� _+ C,IT �` Off' AUBURN SCALE: R E D F O R D E GI N I-j' s"7 ��T�. �3�� 4 �. � ;t � tt STREET c�� 7� �. • No Seale C(]IrvSt.:! 'i'i�Ca EPtiGi:tifi�:t�� •...:,. Jt�� No. FROM AUHi. R471i r+rEiY SOUTI ! TO 21ST. ST SE. � 8 NO. BEL1,LVUE %MHINGTON TYPICAL ROADWAY SECTIONS k �• , xi�i��t�,'s#�aY�''�F��"I�y�r•�1"l��+��,r'�ki�.j''I�'t�'l��f#�ii'r ` �I • �• e r ��•4iXD�f sus; M� �^'M/r� ��" lr"t Al low% ed • t.t swu by: Ua+c Shed i O ,. Cif-tta ��: oE__ -1d 3 7Q _. . •�l• {� ` / 11i� r 9 V ' . L 70 STR 2117 P-12 m L.ItvD. 241 4 SCHEDULE OF DRAWINGS lw w -MEW w lqlw w v ® v l4w 0 � 0 .ft." IL." co bi ui i. PLAN & PROFILE 17TH ST - STA. 2+50 TO 5+00 aLIGEND 2. PLAN a PROFILE, 17TH ST. - STA.,,5+00 TO 10+00 3. PLAN a PROFILE 17TH ST &R 11 ST."- STA.: 10 +0 0 TO 15 + 0 0 4. PLAN a 11 - if PROFILE' "R ST. 'STA. 15+00 TO 20'+00 5. PLAN a PROF I LEI 11 R 11 ST - STA. 20+0'0 TO 25+00 6. PLAN a 1 00 To 27 ' PROFILE, llRll. ST - STA. 25 + + 45 7. PLAN & PPIO F ILE, HOWARD RD:-STA. 47+00 TO`53+00 8. PLAN a PROFILE I HOWARD RD.-STA. 53+00 TO 58+38 9. PLAN a PROFILE, ALTERNATE A 'STORM SEW . ER IQ TYPI CAL ROADWAY -SECTIONS w NTRACT ?I— 25 REDFORD ENGINEERS CONSULTING,,* ENGINEERS BELLEVUE WASHINGTON a DGE CITY OFFICIALS' MAYOR STANLEY PKERSEY COUNCILMEN ROBERT KLI NE, PRO MAYOR -TEM -THEODORE -B.NICKSON, STRE ET COMMITTEE CHAIRMAN RAY, SO, STREET COMMITTEE �, " NNEMANN . GORDON DARLING STREET COMMITTEE FRANK SHAUGHNESSY HAYES RICHARD FIEDLER DIRECTOR OF PUBLIC WORKS PAT NEVINS, RE. u 1010 70 SCR A 1'�4 REPLAG=D EXiS-F ivle-t YviTH l , I R=-PLACED SECTI _N OF c.XiST 1 Ur1jIV =RSAL C.I. VVAT n.RMAiN .NITH 1P c.l- RU3c3GR „told T . \ t=PR(D 25' - It1 vi to I n ^x m X Q, W w S to U) .E.112.00 W 44.1.80.01 HOWARD RD.-------- - ----- 18..----- OI -2+25- (38' #LT) BEGIN CONST OF CONC CURB 8 GUTTER , 1 TH. ST S E N89'34�50��E. TYPE A-1, O2 2+69.6(t) ADJ MH TO GRADE. CONNECT TO NEW MH AT 2 12' S S _ S w 2" qG0 \ w q c c 6Q -$1 a J 6+25 (5' RT) WITH 12"x 356' CONC PIPE. e" A O _ w - - - in N _m �- --�- ----- _ O3 2+77 (5' LT) CONST TYPE 1-5 MH. CONNECT TO -�tS:F �ji /S (� .„, :. x " w *0- � x n x x - MH AT "M" ST INTERSECTION WITH 21"x325' CONC PIPE o 7r,�, K CONNECT TO NETS MH AT 4+50 (5' LT) WITH 18"x 173 �y� 10 C.11n h' O•Q'Tf _ �P " " _6_ 4 r, CONC PIPE.. \ `� t. 05 70 F l i1i �T-' R s0 �'��" I I �,-@ 12 0 0 O 3+634-- TO 3+&I-L- - T) CONST -RA+•5E6 rRAFF I C _ Gay o .;k.. 1 t 97- + ISLAND AS SHOWN. Tr PE "�" CURB CPL;At.T it S BY' C1t , � ti O5 3+3-6 ?. (22' LT) CONST CONC DA , TYPE 61 22 'W+flE- REPI ACE ASPS-B�$-49'-LT R�autL_T A5PH. PARKING m t AR `1 I J ('OPT r OrZht LUNIINAIRE NS. 10 RELOCATED AS SHOwN '®-318 _ 6NSTTYPE-1 6B. 6i9N?4EGT TO _B x-}$°-- \ P -11dg1lkL-t-iQOfQ40. TC118.26 F T� TEE AT z+on.5-(-•��;4--M-TH--8Am391 GONG-P PE- �\��, -�VeLf SERYfC-E y0 �y \ / NOTE CONDUIT STUI3F3E0 OUT T'O N c, E. 0-G£•NS�TYPE-1 68. 66NNC-6T-T0 Nwi-A� P�G�' O .q etmEffle C�\ \ \ - �t-8"X27'-G6NG-P4PE - 8L ST-TYPE-I-6B-£6NNEC-T Tfi-MH-kT \.na3z eNC-PIPE. \ \ 1 �\ 'y�yq\ T6c7„ . \ + \ \ o \ \ SERVICE CONIJECTION \ FOR STREET LIGHTS :..... ::::::' :::::...t.......: ::::::: ::::::: :...... ::::::: ::::::: ::::::: ::::::: ::.....:{:....... ::::::: ::::... .... ...�..... \ - +, - GIN TYPE -I LEGEND ....... Ij ....... i \ . \ CU 6 GUTTER- .... .....:::::::: ..... .... ::: ...... \ 4\ -TC-11743- 1 \ \ � PROPOSED EXISTING { ' ~ �._ __-� ' _ :- : i 3 \ \\ I ....... o N ....... I--..... ':�:0 i \ Flo • \iy \\ O INLET ....... to w ....... .. , ....... 150 ('r•- .... CA o cn ....... :to ....... ..... ... .. ; :.... \ 6'' ❑ CATCH BASIN TYPE I ::::::: ...... ::::: a cn ::::::: o . `� r` .::::::: ::::::: ::::::: :: :: :::::::: (:::::::: ::::::: _ :::: ' I \ T.C. 11847 �'� MANHOLE 118 ....... ....... ..... o ... . Cj v; . _ w + ....... .:d :::: DQ i::::::::: tD.... ......: :.mf`0 :'I :::'1` :::::: o :::::: ......: ~ VALVE ........ 3::::::: ::: - z :::: :: ::: N ::::: ::' ' ::::rn .......� H to.::::: ::::... \ •� • o WATER METER ' - d3 i z G.E.116.08 ' ....: ...:W+ ci ........ E ::..:: ' ' ::::::: ::::::: �� :: ' ' ::� ::::: ::::::: :. ...� _ :r}j . :::::: ::::::: ::::::: I .. a :::::: ::::::: :::: TC.118.53 t �-t UTILITY POLE &ANCHOR S�....... ..... ! ' .....: l :. :a :: �i :::::::per ::::::: :: H ::::::: ::::::: :::: ' SERVICE CONNECTION- 116 Via. .. (...-.... - ... _... ^ ... ......_� .... _0.8000° I ....... :�2 d ..... ....... .... 116 1 oR STREET LIGHTS 4 I F� STREET LIGHT --- -_ -_ ......... .........:........ . _.I r1� .... .:. .::: Tc.u8.58 I 1 I .... .. �sF \ ® JUNCTION BOX :..... : I ::. ::::: ::::::: O TRAFFIC SIGNAL POLE ...... ... { ........ ....... .... .. ......: ........" . 6Ft15t3@= ::::::: :::: I ss 9 114 ...... ::::::: j :......' ::::::: ::::::: I I ........ ......: ......: ......: ......: ::::::: ` ......: ......: ::::::: :::: I �Fj i•J t7 FIRE HYDRANT -- -- I -= { --- ---_ _ _ �- �___- - I_ I i 114 9� �� I I ... ..... �P TRAFFIC BUTTON :i:........ :;: :- �:...... I I ........I:...::" :i:........1:.......:I.. ........ :::�:.:..::.:f:......: 1:::::::: ::::::: .... ....... I ® MONUMENT - ....... I ' Approximate :Top Existing 6" C.I. Water Line .. ...... LEGEND :::::: f :::::::. ::::::: ::::::: ::::::: i I I ::..... 1 1 .: ....... .... TREE :I: ° " .... .. .._ .... -:�_ __: .. _" _ PROPOSED EXISTING CATCH BASIN TYPE , .. ....... RAIN: = . .... ... ... :j •i 1.- C a I....... .................I.........�:.......:....... , _ ..... = - CONC.CURB--------- EDGE UNPAVED D/ W OR STREET I ...... ...... ........ ....... ....... II ........'�'...... •i, •'� .. �{. 15"STORM•p S 0 0070 � 1 I I :.. i I i :. 18" STORM DRAIN S-0:0030 i ...... I-I:E(21")i09:76- .......f:........�........:�:. .....I......... . ' :�:.... } CONC. CURB d GUTTER - - - 11 ; I I I ' �}--'x 325'-STBRt+A-9RR ....... _ ... ::::::: --- -- EDGE W /W }N g�00 I _ e - _ 110 E WALK OR S t5 I.E.I11.27 • . • , . . , .. • . , , 1.E:111.02 - I EDGE ASPHALT .........I`.......:i::::::..... i. ::::::::{:::::::: ::::::: ::::::: ::::�:::::::: ::::::: :::::! - DRIVEWAY ...... " ::: I ......:: I ::::::::. r. I I I L ... 1 . LE. 18 )I1050::... ........ ' ' ::::::: ::::::: ::::::: + EDGE CONC D/W OR STREET • ! i j --�- --�- DITCH, STREAM x FENCE I.E.(12 )[09.69 ! A`� i ....... I I .. I.E. (21 )110.25 .. . i :: ' ::::::: : ' t I j I / IO 8 :: :: I: :::::::I:::::: :!,•S✓R I: I ::::::: : *: :::: :::::::. ................. ... ..: ...... ...... ....... ......: ......: ....... :.._ _ CULVERT D D STORM ..._.. _.__.�. �` F, ...::-:- .-..:. -.... 's .... ; ....... - M DRAIN LINE ..... ..... -1. 1108 :::.1.::::::: ::::::: :: ...... ::::: ..... RIGHT OF WAY LINE c GAS LINE ...... 4 ....... ........ i ..:.:.: ::::::: ::.. .. ..... : ......: �, � ::::::: I I :: ' I ::::::: ' ....... ��. ,•,,_..g.gg669-- ....... ! E ELECTRIC CONDUIT ,....... ::::::::'''....... I'.......: :. :I'.......:�......... ....... ..... 106 1:::::::. ::::::::::::::::�::::::::'( ::::::::i:::::::: II�I...�:......_ ::::::: S S SANITARY SEWER LI I I I• I .. ..... i 106 ....... W w WATER LINE - - - -I-_-- - _ -_.- P ' :::I.E. 106:7 ::::: ! :.::::: I :::::::.1.::::" i ......: ......: 1 ::::::: .... : ......: 5 ; ;b19 I 1..,I.E.1860G- ...... ....... ....... i ....... ...... _ s •► �/�R I y ... i -lE E12=11A570- : I.. I:::: :........ I :.......: I :....... I :::::... I • . • :::::: I :....... ii :A�y . 5 , ........: ! :.... �] BU I L D I N G -•I :::::: ....... E ::::::: .....:: t ::::::: f -- : .. ELEV.!........:i:.......:i........:�:...... �:.......:{:II6:40 ...[116.20 :::::I16:00 ......115.80 :::i:115.60 :�:::.-1t�B` ::::'+15.23 :::.: � _0-:I::::�i�-+3':::::-i-IS �3-::'I � � � $9 �e �a ---- 2 � t I t 3 � . I . : I ELEV. ��• t � � t1 �FS�70NAL�.�� i - - - - - - I I Approved by: Zi SCALE: 'fit + raven - 4ste r� �a CITY OF AUBURN " �, ofw�, oo Y. Sheet 1. L E. I o 1. �^` Hor(z I= 20 Q �y :.�, REDFORD ENGINEERS 17TH. STREET S.E. SC "R'� STREET S.E. Vert.l 2' v - ~cs CheekRal S 3-� , I K.J.K. 3-70 °( (� 1•r. 10 8 ta •.--� CONSULTING ENGINEERS JOQ N0. ZI,� Pat Nevins, PE.'-»3 FROM AUBURN WAY SOUTH TO 21ST. ST. S.E. 'or No. Date By Ckd. I Appr. Revision I I Director of Public Works BELLEVUE WASHINGTON C6808-02 ., STA.2+50 TO STA.5+00 NAL E a TO STR 2117" SH-3 O9 4+50 (51LT) CONST TYPE I-5 MH. CONNECT TO MH \\ \ ,P AT 7+50 (5'LT) WITH 15"x300' CONC PIPE. � P \� 10 45+03 ("H") (221RT) BEGIN CONST OF TYPE A-1 CURB 8 GUTTER. 10, ("H") CONST CONC S/W , TYPE B. AS SHOWr\4 I2 4+18 (23.75'RT) INSTALL FIRE HYDRANT. 13 3+17 (261RT) REMOVE EXISTING WATER METER AND �4 VALVE. REMOVE SERVICE CONNE6TION TO CORPORATIONTc -STD- m0Dlr=1C0 ti 2+17.71 s " "= \O, \ CURVE 1 CURVE 6= 47" 15'00" 6= 47" 15'00" \ R=50' R=35' \ T= 21.87' T=15.34' 0 L=41.23' L=28.86' \ © Z5 �R=50 a 116.14 TC.116-20 - - - - - - - Asphalt Tr_ 11627 /p Q 1 .37 TC 116.36 3 I 1 s Sign BamH PoleI =— Flog in N -W — — — — — — — — — — — — — — — - D D S Rim iw S X + I Lj 0 lob conc. G.E. 116.76 + a) '- X 9 N PLASTIC OuATEP LI 11426 + + CAPPED y __y Y y y W W 5 U) 9 �t— 7� "1 10 — at ---VVATER LINE REMOVED W - - - - - - - - - - -- C%i uj ,T2-� I= - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - L - - - - - - - 0i D D D - I I - - -16' - - ' " - - - . . ;q D D 4 71- - - I 9-D D D7-1 I 17TH. ST S.E. N. 89-3D4755; �E I A Ask If S S S $- S S; S A t': . to (D Cn 04 J I -W ----- -W -W W (To Be Abandoned) to 1 7 r PX 1,_C4L 116.76 V4 TT56 ME = j E — — — — I.E- 114.26 0 (D 0, 0 r- (D + a 0 — o CD 0 t- 0 + (D + it) + SD r- + GO + 6 + 25 (51 RT) CONST. TYPE I M.H. CONNECT TO O5 .7 + 50 (221 LT) CONST. TYPE I C.B. GONNEGT -TO- @) 9 61.2 (22' LT) CONST. CONC. D/VJ. :T-Yf E--G-. Co cn M.H. AT 10 + 00 (51 RT) WITH 12" x 375' CONC. ?"I11 -AT- - 7i(6 1 LT) WITH 811 x 171 GONG---P4fE, -291IffiDE. fiEPLACE-C-ONC-.--D/W-TO-35-L-L4�- PIPE... ;:.;^ 6 + 50 181 7 + 50 (221 RT) CONST. TYPE I C.B. @ .9 + '47 TO to '+ 65 (211 LT) RELOCATE EXIST. (221 LT CONST. CONC. O/W. P"PE G, M-111 AT q 1 .45 50 (S' I=T) WFRI 8" X-47-L-G6N6 . P! FENCE TO 30' WIDE 95 6 + -9& (221 LT) CONST. CONC. D/W,-TYPE-C7-44&1- 7 +-%-(51 LT) 1 . I CONST. TYPE 1-5 M.H. � ', CONNECT � 1 7 (24' LT.' TO 24' RT.),INSTALL 2"x48- CONDUIT AND TWO JUNCTION BOXES. TO M.H. AT.10 + 40 (51 LT) WITH 12"x 290'±CONG. WIBE. AVE6 D,ZW T-19 40' 6T PIPE. @ :9+00 (23.751 RT)ANSTALL FIRE HYDRANT. O a + 92.5 (22' LT CONST. CONE. D/W TYPE G. 23' \Z3 3 4-00 Fo 13+00 -5*6e-T1B--E-AST--RYW-R STREET- LOWER EXIST . WIBE. REP1zA6E GONG. G/W to 35' LT. 6" C. I . WATER LINE 4-8u-MIN. C3.5' 5=-Low f\j;-ZtiV PROFILE GRADE.) ......... ......... ......... ...... ......... ....... ....... ....... ......... . ..... ... ...... . ....... :,: �: :I ....... . ... ......... .... ..... .... V. ........ .. • ....... . ........ : ......... • • • • ....... .......... ......... ........ ........ .. ........ ......... .. ......... ......... . ........ .... ..... .... ...... .0 ......... .... .. .... .. ..... ... ....... F .......... .. ... ....... :1: .... ...... 8 . ......... . :::,**** :::: ............ ......... ......... ......... ......... .......... ......... ......... . .... ...... . ......... : ........ ......... ... ... .... ........ .. ....... .. ......... ....... . :: ...... ...... .. ...... ILI ....... .. ....... ......... .. ........ ...... ........ ......... ......... ..... ......... ......... ......... I........ Ij{i:....... :i! :....... !; -+tee'— .. ..... ......... ......... ........ .. ..... (L vp 120 — — ------ > .. ..... > .......... ......... . !120 -7 .... ....... ....... ...... ..... . ......... .... Cu...... ....... ... ... ..... ...... C\l ......... ..... ........ .... .. ......... ........ . ...... : ::::.: . .. ......... ....... 7 ...... .... ......... . .. ......... ... 0.4 * * ' " : : : : : : : ' : : : : : : : : : : :::: :: :: * * '. '. '* ---- * * ' * ' * * ... ...... ..... ...... .. : ... : :::: : :::: ; : : ::: . :'.. to ... ... ...... Existing : 1j::':: , :::::::: . ...... .. ..... ...: .... .::: .:.. : ..... ::: ...... ... ... a. ........ :::::: . ........... .. ...... ...... * * * :::::: * * * * ....... I > . .... ......... ......... II .. ........ . ......... ... (D ........ . ....... ......... .... .... ...... . .... ......... ......... ........ ........... ......... .. 118 .. .......... ..... ......... ......... ....... ....... ........ ..... ......... .. ....... ...... .......... .......... ........ .. ......... ......... .......... .... ...... ......... .. .......... .... ...... ............ ... ........... ......... .... ..... . ... ...... ......... .... .... 490 --- ... . .. .... . ... ...... .... ......... ... ... ......... .. . ......... ...... ........ ........ I, ...... : ..... ......... T .... ......... .. ...... ... ......... .. .......... ........ .. GE-117JC 116 . ...... .. . Ii. 1* 1 7i I I ........ ...... ... ........ ........ .... 116 -j. . ..... . ......... . ...... .. ....... .... .... ... ... ......... ..... .... 7 ..... 7 ... ......... ................. .......... ........ ....... ....... ........ ...... .... ........ r Line .. .... ..... . ......... .. ........ . ........ ......... ......... .::: :: :: ......... ......... ......... ......... .... ........ ...... ....... ...... ....... : 1:: -: �: :: .... ......... .......... ............ . .... ......... ......... ........ .. 114 4 ........ . ..... ........... ......... ......... ......... ......... ......... . ..... t� T,p Existing: C . ......... .. .... ......... ... . ......... .......... . ........... I..- . ..... ...... .......... ....... ..... .... .... . .. ....... .. ...... .......... .... ------ ........ ...... .. ....... S= 0 ........ ........ ......... ......... ... ......... ...... ......... ......... ....... ......... .... .... I.E. 113.62 . .. ..... ........ ......... ......... ..... .. .... ......... ......... ......... ......... ......... ......... ......... ......... . 1 � 1. .. ... . :: - -:::: 1:: .: .: *:: 1::: .-: * *'. - ' .... ......... ......... ......... ......... .. ........... ...... ... ..... ......... ... ..... 15" STORM DRAIN" ''' .... : 1::::: ..:: .... .. I.E 113.37.1 112 ......... ... ...... ........... ...... 112 4- ......... . ....... .................. ......... . :-j ... ......... .... . ...... ... .. .... .... ....... . ......... ... ......... ..... ... ......... ........ .... .. .. . ......... ................. ...... ...... ....... :--: .. ....... I.E. 110.38 ........ ........... ........ ...... .... ........ ................... .. ......... ....... ........... ... ... ...... ....... ......... .. ....... ... .............. 0 ........ ... ... .... ........ ... I ..... ... . .......... ..... ...... ...... ..... ..... ......... .. ......... .... ......... ... ......... ......... .. 110 .... ........ ......... ......... ..... I'i ....... ...... i:: .... 11...f ......... ..... ...... - - - ::::::::: :1:--: . :::: I . :S �=0.0060 ...... ........ ....... ......... ......... . . : I : : ... :::: ...... ... ........ I'zu: SAN.- SEWER .... ........ ..... ...... ......... I. .... ....... ......... .:. ..::.: ... * ''::: :::,: * '': ::, *:,::, :::., ...... � .. .. ...... ........ ...... ..... ..... ...... ..... .... ..... .. I.E. 108.1 ..... .. ...... .... ..... ... ... -::: -:: ::::: ..::: �:: .... : .... ...... .. .... ........ ......... ... .... .... ... . ... ....... ...... ....... . ...... ........ ........ .. I . .:: ... : : . ........ ..... .... ......... . 108 ........ . ....... ....... .. ....... ......... ......... ......... ......... ......... ......... ... ... ... ....... ... . ......... ....... 108 ......... ':-4a!--!-SAN�SEWER ........ -%*z .... ........ ........... • : : . . ..... ... ......... ...... . . ......... ......... ......... .. ....... I A-ra ..... ..... 7- . ...... ....... ..... ...... ......... ......... ......... ....... ......... ........ ... . ....... ..... ......... ..... ... . ........ :1-770:- V. ......... K 4-0 1 IG'zo.. I f6x'*6::::':I MAL ......... ........ ............ ... ..... .. ..... ....... ELEV. 6 7 8 9 Jo L-1 Approved by: SCALE:: Dheeked DSheetCITY 'OF AUBURN2 S- 0.0070..............cm"Horiz. 1% 20' X 3-70 by: to RED -ENGINEERS of 17TH. STREET S.E. & "R" STREET S.E. vert 1% 2' R J S '3-70 CONSUMING ENGIINEERS JOB No. Pat Nevins, P.E. FROM AUBURN WAY SOUTH TO 21ST ST S.E. am'T No. I Date By Ckd. I Appr. I Revision Director of Public . Works BELLEVUE WASHINGTON STA- 5+00 TO STA.10+00 C 6808-02 70 STR rttr SH-4 OI 10+00 (5'RT) CONST TYPE I MH. CONNECT TO MH AT 13+38.33 (5'RT) WITH 12"x338' CONC PIPE. OZ 10+40 (22'L. CONST TYPE I CB. CONNECT TO MH AT 10+•'49-( 5' LT) W I TH 8"x 17' CONC PIPE. 35 35 O3 10+49-(5'LT) CONST TYPE I-5 Mi. CONNECT TO MH AT13+33.38 (17th) (51LT) WITH 121lx 293' CONC PIPE. - 4O 10+40 (22'RT). CONST TYPE I CB. CONNECT TO MH AT 10+4&(5'LT) WITH 8"x27' CONC PIPE. 35 T8 3ZLT. -t1h8t :3-E 27' RT)-••--EX T8 32'-RT O7 10+79.7 (221LT) CONST CONC D/W, TYPE 6. 241 -WIDE. EP1: . 10+93 (24'LT) TO 12+75(271LT) RELOCATE EXIST FENCE TO 30' LT. O 1.0+30 ((LT) PLUG EXIST DRAIN. 10 I1+00 :TO II+40t (LT) REMOVE UNDERGROUND SPRINKLERS AND CAP PIPES. II 12+75 (251LT) END CEMENT CONC S/W TYPE B. 12 13+38.38 (17th) (5'RT) CONST TYPE I MH. CONNECT TO MH AT 16+50 ("R")(16'RT) WITH 8"x 261' CONC PIPE. 13 13+54.38 (t) INSTALL MON. 14 13 +33.38 0 7th) (51LT) CONST TYPE I-5 MH. 0 15 +30('-R")( 13'LT) 4TR-26+22( 13 _::- 13 �� 'LT)* -INSTALL 8 D I A -or^ -1292'CAST IRON WATER MAIN. -GAP PIPE AT l3t3O. PROV28E LIFTING EYE IN GONG TIIRUG:I�- 81 861( FGR FUTURE ITI R f]r1i1[]llll•:AI=. 4STALL 2" D�rlF F TOO AT 13 39. 16 13+34 ("R") (22'LT) CONST-TYPE I CB.CON- NECT TO MH AT 13+33.36 0 7th) (5'LT) IVITH 89' x60' CONC PIPE. 17 ,. - CONST .. ._. . +T-. CCNSTRUCT=D CONIC. D/W c3 SF-= 'AATE,RMAIN DETAIL THI5 S1-l= 19 -F I 1 20 14+02±("R") (131LT) INSTALL`8" GATE VALVE. 21 14+37 (221RT) CONST:TYPE I CB. CONNECT TO MH AT 13+33.38 (17th) (51LT) WITH 811x 58' CONC PIPE. 22 14+40 ("R") (23.75'LT) INSTALL FIRE HYDRANT. ©3 I CORNER (INSTALL MON. 24 13+98 ("R")( 13'LT) INSTALL 8" GATE VALVE. 11+95 (24'LT TO 24'RT)*INSTALL 2"x48' CONDUIT AND TWO JUNCTION BOXES. A = 90*25110" R = 30.00' T = 30.22' L = 47.34' TRENCH FIL_-D R1l,Trl PvdAE E_70 RCCk. 13f•32.76 ZTL)55E:D INTO E. ctjD Or= 121.84TR=NCH D:Z,a1r1 To C.B. 2' BLOWOFF 22 CC -NC. 8_JCK E th ►D B" C.I. V,(A 1 =. R l✓, _u 1.1 / �' 2•• 1=VA T = R -1/4 CORNER FAI B.M.6 ELEV. 124.80 SPIKE IN P. P. 225R2 EAST OF 1/4 CORNER. ' ..... ::::::: ( ::::::: 1 ......: ::::::: ....... ....... ......: ::::::: ! ....�... ::::::: k ::::::: ......: ....... ......: ... M.J.x M.J. ... ....... t I ::::::: f tC_❑ .V.C: _ ....... to a :: ::::::: ::::::: ::::::: ::::::: ....... ......: .....:: ::: I I �....... .......I ..�....... ..... j �....... ....... �0:...... ....... ... - - L _� I ::: ....... .... ::::::: ::::::: ::::::: ::::::: ::::::: ::::::: ::::::: I ::::::: I :: ( :...... I--------� _ ...... :. ! .. : f -. ai m . . ....... ..... ! ~ Pr7 .. I�n.ti.c. ....... a ::::::: ....... ::o .. "::::: :.. .. M .. ......: ::::::: ::: WATER MAIN DETAIL :.: ..... .......Q I .. .. ao -f- .. ' ... �}' ...... O:. M M i M .. NO SCALE in...... ....... + m - . ( ....... ....... ::: ....... -a:...... .... 3_.0.10 .. m$_E .. .. ....--� ....... ::::::. ::::::. _ N . ..-...: ....:a I .......... ....... ... .. ....... N ...... + - + _ I i ....... U - '+• - ..... N .. to N ....... 1-....... Cu N_ .-... M - :O1 .. ................ne .. ........+. ...... G.E.1217:::: 0. 9/O .... .. I 0. I I 1 c, i i .. .. .. i I .248 a ...... I t:�3 ! I.......�. /"I_..-......::: ..... I In _ ......... ......... ... . .............. ..........I20 .... ....... ..... ...... ....... .......... ..... ....... ....... ........ �..-.... ::..:..:.....:..:..... .....I/2"PVC. �pPrx7Locnm_ Existing � ... �?' CEEI= CONDUIT 2 8 .....I... ... Exist ng _I/41 STEEL CONDUIT4:::: : .......... ....... +m NO :....... . P/C. OR ....... .. .... . II _ -�� .. ...... ...... 1 _ 18 n3 1- 1/4" STEEL CONDUIT 2-#9-b- [� : I 1 , !`"-..... L-.-___ -L-_ A 1�Ui' i r-FLOr`iLr - - M N I t �--� . 18"Concrete Culvert::: ::::::: ::::::: ::::::: - -'I . 5PECIFICHT1ON5 ....... I ....... .... ....... ....... r--.--r: 1 I .. ...... ...... I ADDi=1� tv fJO.: •(Emstingi .... ! f . .. ...... ....... :,:....... ....... ... :�:....... 1. :n :!: :I:....... ............. .... ....... EQUATIONi ..... I .... ...... ....... t.......1.......! ....... ....... 116 I ... 11 1 i ..... I =, _.. - : :: .:: :: :: ...... ...... IDENTICAL P ... ...... ---- ,. �: :....... f I I { ... . S . O,OObO : I.........f ' ... .... I.E:I1420..... ....... ....: 12 .STORM DRAIN ..... :::::: ::::::: ::::::: ::::::: ::::::: ....... i'....... i ii ....... ....... ...... ... i ........� 114 I:::::::: :::::::.:..::...:.�.::::::: „ IN ::::::: ::::::: ......: .... ::::::: ....: I - 1 ! _ , 12 STORM DR I ....... ....... ....... I ......... j-..-_' :-' ......... ......... - ..... - - _ 20 1 - I: E.115.96 i -- . `�- S "0.00 1 .... ....... ....... .. .. ....... :::... :.. } ...... I ::. + 1 I i .. ....... ...... ....... ....... ....... ....... ,.:....... :i:....... - 58 -�. :;:....... �'...... !' �'....... :... .AN. SEWER S-0.004 p:LP . .... ..... :::::.. .......: :....... ::::::. ::::: 8 .S f.R Fq ::..... .. .. :.::::: :::...I ::::... i I : ::: ....... :...... ....... ..... : ! ....... ............ (( u I 4 t 112 I 1 j ....... _ .... -. . . . . . . _ I I E........ ------ _. - ii • I - 13+89.38( R 16 RT. •1' 1 .. SEW O 6 I ......... ......... ......... . . ....... ....... ....... .... ..... . .. ! 1 I i 12° SAN LE.112.41 I.E. 38 .. _ . ..... ....... CC ....... ..... ..... ...... ER .. • I E 112 86 (8' i 13 .. .. UILT:� ........ .... ........I........ ::::::1:... ::::....,.........I........ :�:....... I........ �'....... .. ! :.......: j :........ I ........ t 1 .22 ::::::119.55 ::: :1Is;,sa . l2C.21 ...... 120:54:::::::I. 0:85::: 1z1 1� ' :::f2f.38 ::::::::. :::::::: i ::...... ....... ....... ..:.::: ::::::: ::::::: :::::::::::::::::�=:::::: ... ... ... .... .. :I:. .... ... ... .... .:..::: ::::::: ::::::: ::::---:I: :::: "----..._ .............. nay ELEV. : f : : j : : ! : I . 4+940 .... } : +f'9:69 ; ..: -H9389- :...: t�9 AA- :.... aP8 E9-:..: i=f20�}@-. 1 ..: +Q(� 69- .....-i20:99-:...: -f-�f�0� :.: :-F'z+.-EO�:: i :.: -t-�f: 9-:...: 121 55 : : i : :...... : 122,18 ....:: 122.42 :: ' 1I122.65 : :: 122 :1 i f .88... ..123 10 118.5G I ie-39 hi 12 13 14 I EXIST. 6" C.I. EXIST. 6" C. I. � I .- Ia�.�� 1�ll MATCHMATCH LINE��SEE SHEET 4 " I LIGHT ` STA N DA R D ::::I'::::::: ::::::::j:::::::: ::::::: ::::::: ::::::: :::::::'I ::::::::i:::::::: i ::::::: ::::::: ::::.I..:::... ........j........ ......i........ 6 x e cRoss , :�:....... ....... .... :...::: �::::: .:.'�'::::: ::::::: ::::::: ::: •� F.L.x.F.L. I SPECIFICATIONS ..,........ :!:.......:I:.......:�:....... :�:....... j I' I e GV 126 124 122 . LUMINAIREJ NO. STATION. , CIRCUIT 1 R-14+10 RT 1 2 R-17+00 LT 1 3 R-19+30 RT 1 4 •R-21+60 LT 1 5 R•23+90 RT 1 6 R-26+20 LT1 1 7 21ST-129+20 LT I 0 R-27+10 RI 1 IG (17rM)4r302(RT) SEPARATE -to- -- 11 HOWARD-49+05 RT , 2 12 MIARO-51+40(LT) 2 13 HOMARD:53+35(RT) 2 14 HOMARD-56+10(LT) 2 15 HOWARD-58+45(RT) 2 126 124 122 120 IIS 112 ELEV. 119.02Approved : v + 15 b CITY O F AUBURN SCALE: '� Drawn b 3 Y� Dace " 1 of wfLtp� .r Y� Sheet ., A. � HorlZ.l -20 4 � "'KA.K. 3-70 REDF(�RD ENGINEERS Vert.1 -2 Qy ' '�` I Checked b Io 17TH. STREET S.E. & R STREET S.E. R.J.S� 3-70 Of �= CO\SULTING E\GINEERS JOB NO. "O �; P °ved + ► FROM AUBURN WAY. SOUTH TO 21ST ST S.E. Pat Nevins, P.E. � o No Dale j By CtJ. j ApPr. Revli,°" ; Director of Public Works BELLEVUE WASHINGTON MA` C680B-02 f�/Q�1 P •- STA.10+00 TO STA.15+00 - J6 70 STIR EI17- SH-5 r< ' , O 15+08(II'RT TO 331RT) INSTALL 30"x-•2QL © 18+74.55(22'RT) CONST TYPE 1 CB. CONNECT TO CONC CULVERT. 8"x12"TEE AT 18+74.55 (5111T) WITH 8"x 17' 13 SEE PL At.i ('ANC PIPE. 2O 16+50 (161RT) CONST TYPE I MH. CONNECT 8^ 14 19+65(25'LT) BEGIN CEMENT CONC S/W TYPE B. SEE rP-L,)dN TO MH AT 19+00(16'RT) WITH 8"x 250' O 184-7& (23.75'LT) INSTALL FIRE HYDRANT. - CONC PIPE. O8 19+00 (16113T) CONST TYPE I MH. 15 19+65 TO 22+13(LT)±REL6CATE EXIST 6' HIGH O3 17+50 (22'RT) CONST TYPE 1 CB. CONNECT TO CHAIN LINK FENCE AS SHOWN. SEE PLAN MH. AT 17+50 (5' RT) WITH 8 "x 17' 9--191-1.55- G.(- ) l♦ N. 16 RELOCATE EXIST FENCE TO 30' RT . CONC PIPE. 10 19+63 (9111T) CONST TYPE 1-514H. 17 17+200 'LT �INSTALL 8" G.V. Z CONNECT TO MH. AT 22+06 (81RT) WITH 17+50 (22'LT) CONST TYPE I CB. CONNECT TO . 12"x 240' CONC PIPE. IS 15+(13' LT) INSTALL AIR VACUUM RELIEF VALVE. I MH AT 17+50 (5'RT) WITH 8"x 27' CONC PIPE. - Sol ifO5 17+50 (51RT) CONST TYPE 1-5 MH. CONNECT TO II 19+68.59(22'LT) CONST TYPE I CB. CONNECT MH. AT 19+63 (9'RT) YIITH 12"x213' CONC TO MH AT 19+63 (9'RT) WITH 8"x 30' CONC PIPE. / PIPE. MUCKLESHOOT INDIAN RESERVATION / I / I Iin" -I- - / m Conc Headwall � to � Q+ I _ ---- a OO ---- I p !- ---------------- _ * I m rn p -'-J tbo m - 15 " w f + + +a� v Ul = ND IN PLANTc R STRIP z - - _ X - z X m m :_a 'W. z, _ .: I m m a + - 14 N CPPO51Tc JOINT IN CURB ------------------- --- - X x X L-ItV X _ ---- X X X W -- - --- X - x --�•-------------x -- - . ti. ,.:..�,....----------- X E _ <_, x N I 3 E E E E /-- PUGET PCVv=R CONDUFF • m 3 SEE DETAIL _ _ II - G.E.121.24 N / F:'i URc USE.) 'N 4 w 11 W W W '• THIS SHEE 7 3 1.E.118.74 rn v7 N W W W W W 8 N m 16 W i-�O-------------- 18--I6------ 17 GE-1?9.9 2,, , m yr _ o - - - - - --+r r- f. in + ,.. � :s w ,. 10 • m } 2 - 3 ;5: _m D x D D 12 D i D i Q 8.. N m 3 _ -m 8 rn 2 3 Z, �' C ON C. i r S o - z S m S S S S ,�� S S S e o J_ m u7 c .:., i I a END OPPOSITE POINT = ro 1 / _ : ,.f ON CURB 14' S. bF CURB / G.E. 122.42 m G.E. 121.74 --/ � 3 I.E. 119.92 x I.E. 119.24 6 'n - JOIN i OPPOSITE Et 7D x+ �'�' ;� ^ --�--- $- -� o o I _� OF ROCKERY 1T + o N m O 13 3' HIGH ROCKc RY m m RELOCATED FcNCE ! + + CONC. BLOCK co o mil 2"3LONOFF F ..., CURVE DATA ii „ „ 8 x8 TEE ::::: ::::::: ::::::: ! ...... I ^tn .-.� `,`� M.J. x M.J. v; e1. I ........ • ID • IA ID '- ^ r- ^ N .co .� _j co C. F- J N N J i 1- + In + w..+ .avQ th cn + vM . I ..:::::: :........ 1 ... , ' .. in to rn U) + I- rn + rn + H + ............. ... _... ........._. ....... .... .. ..... .. ..... ...... - ....... ----... -- .. ....... ....... ....... - - _ - '_150 ..:V.C...... w N w ....... a i •� .. m m W m W m N N :'. N 22 LT. `� 22' RT. �Z2'LT. B RT. ::::::: ::::::: ::::::: ::::::: ::::::: :: ::::::: ::::::: 22' LT.b RT. - - - - - - - - - �-- co ..... 8"G.v :,�: p'::::.. ::::::: PROVIDE 20' VC FOR TOP CURB M.J. x M.J. o ......... . ........ :-- :� to ....... SUPERELEVATION DIAGRAM M. 0. = 0.06 I ::..,.. { o +::::.::: i ...... Lo = ...... 1 :::. - v IiI �D ...... ; - �....... 3 je' :E:....... e� �. a -....... .:m p :I - N N .?. BLOB U N - -. ..I. 2" vCFi= - i ► r ` ...... a..w ..... ..... ....... ....... .. ...... .. ...... f :I p....... ..... ... ... ..... _ +------- ~ "124 WATER MAIN DETAIL 0 1- PROPOSED; .�•:.. 1� a): ...... ` ...... ...... �.-0.5393° a -....... �+ + NO SCALE ..... 1 I I /� ...... WT.:.... ! I' a 122 } ....... �- ....... i I I 1 I ,....... i ii ............ -- -- --,- - .......... _ i _... ............. .... (...... ....::....... Wit'- --- ...... . I...................i......... :.... f ... I - . . ................................ .. . .... . G _ E 123 08 � I . ----� I I ' G.E:122:76 1 ....... ........ ....... ....... ....... ....... ....... .. ....... ....... ....... ...Exist. ... ... ....... ... ....... ....... ....... ....... ....... ...... ..... .. i ...... j ...... ....... i ....... :�:....... I'.. .... :i G.E.121:93 G 120 E. 21:72 i i. 118 ......... ....: ::'} :l:..::::: ::.....:I:.......: : P. I .STATION ,,.: R ... L d SUPER 19+51.76 14°08'28"LT. 300.00' 37.21' 74.04' 0.00'/FT. 20+51.63 23°44'G6"RT. 300.00' 63.04' 124.28' 0.00'/FT. --_ �,� . . . . . . . . . . . . . ., . . . . . . . . . . . . . . . . . - . .' ! I _`. �. .. ....... :.... :.:. :: :: 8u 120 u... ..... ....... ....... ....... � ...... � .. .... ....... .. x 12. TEE... ...... ...... ....... � ....... ...... ....... ....... . " 12 STORM. 1 30 : CONC. CULVERT: :::::: M : D. :::::: :::::: ::::...... .... ....... ... .. RAIN :11........ .... i I I ! :: ::..... ::: ...... ! i ' I.E. 19.26 i ....... ....... ) i ! 1. 118 # I .. ....-• ... . I !. _ - i , !` . i , .... ..... i . 1 .0 1 I T '6 t ...... :f......... ....... i :i:.......:1:....... ...... 17 �Rh',.bP%AIty ......... ........ ....... j ; i i ...... ! ....... i , 16 i:.......:......... ....... ....... ....... ....... :�:....... ....... _-._. ....... .. I. E. 117.65 .... . E........ - ....... .. I 1.::::::�::::::: ::::::: :::::::::::::: ::::::: � ��_ ::::::: :::.. y �....... , ::::::........ 16 ....... ... ....... j t ! ----- T r_ 1 l j i i 1 i :I .. :::::: ::::::: ...:::: 1 .... .. I .... I.E. 44.95:...... _ g:... .... ! n S - 0.0045 I ....... l� 1 .....:: EWER I E p L P 8 SAN: S R 114 !! j : : I :..... t• R i :I:. .i: , r l ;; _-_ :. 4� Ewshi -- _ I ......... ......... i ......... ......... ' " gAN. SEWER S - ....... 115.20 .. ' o f: i' 8 - 114 0.00458 _" ' I , , _.� I ! :A 1 I.......�....... �9Q,40� .... 1 o t I I o ELEV. ..... .. ii ....... ....... .AT st i } .. NG .II• �123.31� 123:45 •123.53' •123:55 •••-123:50 ••�i�123:40 � ••�123:26.•••-�123:13 ••••-• •- :: " " ' " " ' (f •• •••• •••••• •• •- ••�. .... " " �/ E 122.99 -� 122.86 122.72 122 59 122.45 •• 122.32 -I ••122.18 122.05 121.91 ., :.. UNAL :iE L E V. 15 16 !'12 78"I"' 121:64- 121i51 7 Approved by: �. REDFORD ENGIN Pat Nevins, P.E. CONSULTING ENGINEERS Director of Public Works DELLEVUE LN. Date By i Ckd. Appr. ! Revision E ERA .� � C I TY OF AUBURN SCALE; Honz. � = 20r• •Vert.l - 2eheekR �� to,� 'IfF w �+�O�Q Drawn b : Date J.F.YB. 7-71 � P 7-71 Ve el• Sheet 4 °r 10 17TH. STREET S.E. & R• STREET S.E. FROM AUBURN WAY SOUTH TO 21ST ST. S.E. JoI3 No. Fi�l i �.. /O 2 I +38 ( 2 I ' LT) CONST TYPE 1 CB. CONNECT TO 8 "x 12" -6-itAT 2 I +38! (9' RT; -•�, / WITH 8"x 30' CONC PIPE l�3 21+38 (21113T) CONST TYPE I CB. CONNECT :0 8"x 12" - AT 21+38'-(9IRT) TH 8"x GONG 4 112' +94.80 INSTALL E. TALL 21 MON. O5 58+38.88 P.T. (HOWARD RD. )(¢) INSTALL MON. 6 22+06 81RT) CONST TYPE 1-5 MH. + I Z ice O8 23+00 (16113T) CONST TYPE I MH. CONNECT TO MH AT 25+75 (16'RT) WITH 8"x 275' CONC PIPE. 1 - DRAINS CLEAN=D 5 TRIt1IAED FLUSH AT BRIDGE. FREE DRAtNIt.iG tJATERIAL- PLACED UNDER SIDEWALK CURVE DATA P.I.STATION 6 R T L -. SUPER 20+51.63 11R11 23044'06" RT. 300.00' 63.04' 124-281 0.00'/ft. 21+97.79 "R") 09035'38" LT. 1000.00' 83.92' 167.44' 0.00'/ft. 57+22.79 (HOWARD) 07024'04" LT. 1800.00' 116.42' 232.511 NONE O9 23+50 (21 LT) CONST TYPE 1 CB. CONNECT TO MH AT 23+50 / (51RT) WITH 8"x 26' GONG PIPE. / f 10 23+59-(5'RT) CONST TYPE 1-5 MH. CONNECT TO 1 1 / -RSL� E �N6 (0 MH AT 22+06 (8'RT) WITH 12"x 144' CONC PIPE.," / - x " _ -----�xx -----------x x N .- NO : THIS CONDUIT' CONTAItvs I10e, ZZO V. CIRCUITS 23+50 (21 ' RT) CONST .�1fPE I CB. E / • 2 F a o COPLWECT TO MH AT 23+0 (5' RT ) Y - 14 �° ± 1 + + I o WITH 8"x 16' CONC PIPE. �, x x x `''r IIOxV/CIRCUIX x x "3 N to Zr,A PC;- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - x -�- - N a �� _ • -�- --- x- -- X----x---- -- - ---- X-- - --� -- x-- x �_ x In '"£ "-£-�iRi3 - 4$ E 2 t 1 ro 2 �94.8 :. E E E- icrir 1 � / .E.117.82 - � 0 IIR...�I� WATER ---- -- -- --- - F- -tt 59+35- I 58-a 65Ft-§±t7j) t 14ST-A s - - ►1LA_T_-I fl t !�C\IT[-O C' N / / �' �� D ,1 (] G. I I - w TRAFF I G BUFF61 w / w/ w w w w 8 w W W 1. E. 116. 72 W 'n �p N I4 22++ (25'LT) END CEMENT CONC S/W m p / p D 12" is '`} 22 'n a- `O w N w y ------�'L-C.r@is.3n- ------ ------------ ----2---------- II n '_n w I5 58P29g67 17'LT.)(HOWA-- . G..I D 11 3.5 38---R-ST $- --2-$06°06�@Oi�-E-- --- - RD RD . ) END I. E.117.82 12" w CEMENT GONG S/W TYPE B. / ?' " "' - Tc.120.80 D D D- w z -tj-z :FE?iB-3" 13f- 3ER3 /, re.I20.68 1 _ 1O - G.E.119.22 2 '� in 1 1 , / / s .� 1 TC I20.32 8 -B ETtI' 25 17 / / / 25'�'' _. p a T _. T.C. 120.29 S pQ E 116.72 811 N / Q S S S S THIS -SHEEP? / �f HI : H ROCKERY 3 r.c.12o55 g clzo34 _ rn 17 / / / c.12o. (S�5r-wisiREMOVE _151 � / DE! i cD JU��CT� Jlj� 30Y. N -BREAKER-A P1" / / / N 11 / / a TC.1204 CA 0. / + o o -PAT61 I TI E 60t 6 SO Ti !AT--M S 1 GN-OF T-HE- / i / / �Seyc29 s 5 • Q y PC SB A SS a N N + -ELtvrmvAL MSTA6I=AT-I-ON-REMA•fN&- / Cm A=102�33'2411 �' 6p 110 ti'. CIRCJIT PROYIDF� r 0R EXIST. /�_ ' R= 30.00� 4T Tc12a31 3Q r T= 37.42 15 Ch ` Z •� `� `� R = 30.00�1411 BRIDGE LIGH i S. TOP=1DE (ORIG!NAQ SERVICE LEAD S L= 53.70' /4/ ABANDONED �, DISCON� 1 CTED IN J.BOX UNDERSIC E 58+ .88 N2 sFE I � =37g2' OF 5RIDGE - TOP J.aOX 'rVIRE CUi BELG'N GRADE. 2' syFET & ft ....... ..... ....... .. ....... I .....E ....... ....... ...... ...... ....... ....... ....... I ..... ....... : ::::: ....... ...... i ::::::: ::::::: ......: ::::::: ... ....:.. ....... ...... ......: ......: ......: i ... ....... ..... .:::::: ....... ....... ....... ...... ..... ....... ....... ....... ....... ....... .......... ....... ....... ....... ....... ........ :.. ....... I ... - ..... !�.... 1:.......: ....... } �� ....... ! I ! .... .. ....... , ....... I....... ........... ....f....... "::::::::::::...... ... ......::::::............. :::::::::: i :::::.. 1 :l:....... ...... ....... ::::... :.... ........ ....... i:....... ....... 20o v c. :I:.......:i:........ ::....... :� :j: I .... ....... �........ :... - I' :.... ---...=' -... (----__�_�___j_�,.:: `:-:.:::: ::.:... _ �. �..... ......:........ ........,................,.........;......... ,......... ,......... _,........ :�:....... ::i i........ j........ } t {........ !i.. :...... O ....... ...... ....... �._... �!....... -..{!_ - �........i I !....... ....... }} i p --!--^}.........i....... -_ . ! t .. .......I .+ .. ! ...... ...... I ..... ....... j .... I .... f + .... i 1�) .. ....... ! :.. i :�:....... ....... ..... :i:....... N o):...... t1)N- :i:. ! - ...... .. ....... ....... ::... ...:::: ! :::::::' ::.... ...... N ...... ! ....... ....... f ....... ..... ....... I ....... f 12 I _ { { ! I ....... ....... _....... ...... N ...... _ ... ....... 1 - !! 1 ..�....... ... ....... j ...... ....... _ .... ^i ....... ....... .. ....... I f !:..... : ::: :: ::::::: :::::.. ! ....... .......� :... ::....... :�:....... 1n ... .. :j:........ ....... ... �'.... 1 0 ... ..... ...... ... .... 122 ... ... ��,: .. .. i ........ ... _...... w cv �� . N_ �. . :�:....... ... P SE .. rn } 1 I ........ f 0.5393% H ►1 0 ,� N i i I .... w K):...... w ....... 'i ...... ' , ! .. ...... o- n ....... 1 ....... ....... i i > N:.. } 1 ; 120---..__ f 1 I - I j ....... ...... I .. ... .. .. . _._. i - - _ _ _ ___ _ _ ...... F- 'i' l---- F- .. . . .. . . ._ :. I......... I +1• ....... .I. I : i .......:: i :.... .. } Exist . ................... j .................. _ _ .... ! i .. . _ } -� }... G.E 120.24 I j ! I "°' ... i ... /O. .... j i ...... ...... .... i _j i i ....... .. i ! i 1 I \. i i ....... I .. .. I........ ..... 1 ; ! ::::::: ....... ! ..... :: " .. ::::: .... .. :I G E.119.s4 j ....... ; I. -- - _ - ! .. .... _ _ i ! ! i . . . . . . . . II . . . . . "+ _.___._... _. _.. i118! -, I ! ......... ......... . . . . i t2 STORM . DRA /•�. ,y , j ....... Tom- .. ........ I . 1 I ...... ...... �, � ... ........ .. ...... I ....... . . . . . . . . . . . I M t N 0. tD D . . . . 11 •1 _ i .� � . . . . . . . . . . �I RM-pR GROSS-: I ....... ....... I ! f AIN =.�S- } I .. 0.00 79...... - ....... ....... ! ....... .... . j I ....... ...... I j i I .� i - i I.E.116.14.. > ! i 116 ! ....... i ....... 1 I ( ....... .. : i .. !. !.........:.........:.........:........ u S_O:0 030 ..... .. . ...... . ....... -' STORM -DRAIN ! ;. �. �� I-... - .! .. .. .... .. .. ..... r � 1 ' :I. i j. �� a 16 i 4-.Ii.T.. i I 115 11 I .....:�:.... ........ .j" ...... ........I........ .E .70 12')j :.I:E.115.55 15 .......�...... " ".......: :.. �':::::' �'....... :::::::::......i........I.......I.............. ...:.:. �..)' 8 SAN: SEWE :i:... ::::::: i ::::::::{:.... R� L P;.. } ::::: .. ....... 1 } i R S= 0.0040 .... i •L.Q vrr�s / j ! ....... .. ; ? ....... ::::::: 4 of 4: F :s: jj i. ;........ I 114 I i.........1.........l......... ! ....... ....... ....... t 5 t3 - . , !.. .; ..... ....... ....... .i. ....... ....... ! { ! ..... -o h ....... i I ....... ....... .. 4, i ........ ........''..:: :: 1. ..... I .... I �= ............ ::. :�:....... ....... ....... ;......-. :e E LE V.i I :�:.....121.50 .....:t21.37 ..:j:.121.24 l:....121.10 ...:120.9 :I: , its_:- SS/pNAI �N I 7 120,83 120.70 120.56 I 120.43 •• 120.29 120.16 120.02 119.89 l'19.79 119.74 -I 119.76' 119:.84 ••••.119:98.•••.1-120.19- 120.45 120'7 I f i ELEV. 20 2I 22 23 24 _ 5 Approved by: ,_ CITY 0 F A U B U R N SCALEI: it �� v�.,FO Drawn by: Dare Sheet' ^� ~ Hori=.I = 20 �'� .,' rt +�� ^ J.F.B. 7-71: 5 �. REDFORD ENGINEERS I7TH. STREET S.E. & R ST E R.L. �. 11 11 11- / L o Checked bv- r. :- , „ • l._.-- ..x, x R ET S.E. Vert. l - 2 h : P_ 7-71 of 10 CONSULTING ENGINEERS -o Pat Nevins. RE. � JOB No. No. Dale Hy C1d. 1 Appr. Revision Director of Public Works BELLEVUE WASHiNGTON FROM AUBURN WAY SOUTH TO 21ST ST. S.E. C6808-02 �Fss, N�`�� Bf-7L F'' � 'c fC/STfR STA.2D+00 TO STA.25+00 ANAL E 7P STR 4At-/- SH-7 REMOVAL{ I I � ASPI,_/ o T1 t- � R = 20.001 mac,. � x ` g,,.,E \x T=28.42'Q Q� h oo l/ I MATCH LINE /8-e L = 38N .30' I �� N Z III ::::::: I .1 ....... ... ... 100'�V... ....... ....... .... ....... - " i... ....... I ....... .. ....... �. . ......................... } .. .. .. ...... .............................. .. - ..... :i ^ :: :,: uQ i .... WIDEN WITH: ..... :�� :!� :�: :�• �.. I2o 00 .... ....... ....... .. ... u OVERLAY ......... p .... ... (� w O .�...... F -.. ... U r- T .. O ....... .. O .... : aEI6.24......... .......... ......... ......+ W ti O N I -}• N N F- cO...... 11724 �, I 1:::. : ......... N } �.. to N �p : y :Z / I N N ...... ....... c°., .. .. .... N N O .I u . . . . . . . . . . . . 124 .. .. .. . .. .. 124 . ....{.. i - N >. :. .......: r:. �ci a o_ { a W. :. 116.24 O �.. :� I' ..:�:. �'......."�'.::..:. ::::tom rn :::....'I 011 ... ......... 9404 1 cn ti N ... ....... .:::::. ::::::: ::::::: - .... ....... �� :: ....... : O) :. lD :.. N O M M N ...... ....... } "I" Ot -I.O . 1221 I ....... ....... (..... .0 N ..... : : : : : : : : �� - 7 . l.:... fir` I ' 122 '.N N N + .: m N I.........�.. m N INVERT ELEVATIONS AT 'N a_' � f ....... �...• .. ...... ! ....... ....... ....... G:E. 122:87..... EXIST. , M.H. 27-1-31(13'LT.) ....... ....... ... ... .o, +1:42 {f{......... I......... I { ' ...... ...... ....... ....... I .Q Q, o .... ::::::: Q ....... .... N (L .. h..Q> + ... s......... GE.2120 . ! . ...... .......' ...... .......... .... . ... ... ... .. ....... 01 o .... . ..... o/ ....... ....... - �- It� ..... ....... ....:: ::::::I:: ::::::: ::::::: ::::::: ::::::: ::. .........�:....... ....... ..... ....... ( _: .. ...... .. ' ::::::: :::::. : i ....... I . . . . . . . . . [[[ . . . . . . . . �• :�::::::: :..... :::::::i::::::: ::::::: :::: :...... ::::::: I ... .... 116 i .... ::::::: - - - - -------__._... -- ---- �'....... ' :f:....... :j:.......'{........ ......."i'.::::'. '.......'i'...... I' .,. ...;I.E.IE114.03 •i•.,........:�:.......:j:.......:�: ....:I:.. .::::::.• 811 SAN. SEWER S=0.004'::::i:.::I::::::::.11 ..... .--:!:::::::::I:::::...'i :::::: 1.E. 113.48(8 ) 114 ! _ I - �___..... {._ __ . _� = 0.004-I------�•---••--- -.. ii 8 SAN. SEWER S I E 112.9+ (15') :::.::: .. { ......: .:.:.:. i ::::::: ::::::' ::::: ...... .....:: ...... .. ...... I ....... .. I I ... OI 25+40(22'RT) CONST 12' WIDE O/W, TYPE C. CONST ASPH D/W TO HOWARD RD AS SHOWN. i 30 25+75(16'RT) CONST TYPE I MH. CONNECT TO MH Al 129+68 ((t)(21ST ST.) WITH 8"x 137' CONIC PIPE. 0 25+85(23.75'LT) INSTALL FH. O5 25+90(13'LT)±CONNECT 8" WATER MAIN TO EXIST 12" MAIN _ SEE DETAIL -EX tST MA NSTAI L e" G A 1 - T1CC7L AT 25; LT-)- THIS s >� r. . O7 129+46(18.5'LT)(21ST ST.) ADJ WV BOX TO GRADE. O8 129+68 (t)(21ST ST.) CONST TYPE I MH OVER EXIST 15" SANITARY SEWER. 9pcy O REPLACED EX1517 N40W INTERSECTION t^4'�7 P i r w *A6 un. I7 129+50.60(22'RT.)(21ST ST.) CONST TYPE 1 CB. Gx 2I 129+50 8 130+20 (40'LT 8 271RT)(2IST ST.) CONST 4 P.T. 130+75.27 (IS'LT) /F Z 10 "' - 3=_ s' R"S.E. (TANGENT) 27+30(23'RT) REMOVE CB 8 PLUG PIPE. 18 130+30+ 2IgT ST ) CONNST TYPE I CB •seam CONC JUNCTION BOXES AND CONNECT WITH 2" CCNDU I T AS SHOWN. (18 5'RT rn►Ll�� Tn ...I .T •" .. TO FRAME. M E . -T@-� �3 n,_8 �. PIPE. )CONS" TYPE i j CB . - � 27+3 I (13 LT) -AID-Ml+s P�1"v c�' 19 130+50 (30' LT�) (2 I ST ST .) CONST�� / -�-30 A §T` !NSTA6 "^A' -5 MH WITH SLOTTED 23 25+55(28'RT)±TO 26+3O(29'LT)_-BY--T+fERSA#ffEtt�lk;i0 14 qP ' �!� {3z�-33 R-6 O COVER. -CONNECT TO MH.AT 27+31(13 LT) WITH 12 x 75 CONC 4ATERIANE 181, MI . REPLACED I IZ-C.I. UN1-Vc.RSAL ItiATER- _©-. ins_ -BY-6T+iERS- � / . � 1 I " � _uiTcn� I ► n •. � u �' / o PIPE ADJ MH TO PROVIDE DRAINAGE n.4 - G.E.123.4± LE 117.62 LT. EDGE PVMT. A = 3400311011 , R = 90.00' - T = 27.56' REPLACED 100'= OF EXIST. RETURN L'v-ATSRtAAiNv iTH DUCTILE A = 570121561, R = 50.00, --------____IRON PIPE AT LOB^�=R DEPTHT = 27.27' UNPAVED D/W R=GRADED N \� / In - � w w �- w w in E / x w 23 _ w W g.. W 54 Ck S'C. S E' \9° 5 rwi°n(3!60' -----M --- 5 26 ,►R TC.12 .1 s w S _z J x L - 53.49' TC.12321 �2 X0 -EpN• VTC- 4,'//c�,. 3-1 O / �5; 123.28 E s• / q` CO LINE: -'VlI H L_ CLJCi ILc (RUP,EER GASr._ i ) 130+68(15'LT)(21st ST) ADJ MH. 20 26+39(LT) CONST . CONC. t�j'L1/ I I I ( I I �O / 4,4go 16 130+20(5'RT)(21ST ST )REMOVE CB 8 PIPE '°•��`/ T 53' / I I / I O - 2/ q, .Q 66 rs / A 90.00° END P.T. 130+74.89 R = 20.00' /' -E 10 ■ REMOVALT T 20.00� // •�• or/ I / i i6„ ,'/ �/ 71 123.43 PC 130+30.60 .12' R L = 31.42 T.) B.M..e I- A ELEV 124. I I g / °O v T.C.123.45 ` T.C.23.56 N/W CORNER OF CONC BASE T.C.123.78 FOR BRICK PILLAR AT P.T. 2(+46.23 20.5 LT. FENCE CORNER. �P // oP0 •� // Q�,� � / f / PQC "R' c 2 sr sT 28 S.00000'.00" E. G - g P.T. 27 E 123.05 � I.E. 116.37(S2') - T.C.23.45 w' - IE 118.0(8 CONTINUATION OF STORM DRAIN 10 T.C. 123.55 1211ID c 13.28 A = 90.00° X° / /I "I !Lj cilArig-n AM .I Ei4- P.T. 27+56 23 19.5' RT R = 20.00' ° / �Q �� f + L-L- R44ER-1�9WARE)-m T = 31.00' / 1�P.. _ HOWAR5-R6AB- P.C. 129i-50.60(22� RL) / _ � - ��• �-•r,_ Tr,_nc L = 31.42' INSTALL 120/240V SERVICE CONNECTION i O �`- ��n--rv-o- G.E. 122.50 /� h i - ''reds" I.E. 120.00 CURVE DATA i BEGIN PV T. ' I F,V __ I ti ' A,• T.C.122.96 �O o •� / 6�ti `titi DN - 3 /•X 3 p o ti h Ui O l� 10904410611, yb" P . I . STATION ' A , ° R' ' T L 26+14.12"R" 19056154"LT. 250.00' 43.97' 8 04' 27+01.16"R" 19056'04"RT. 250.00' 43.97' 87.04' 130+54.88'21ST" 46°53'20"RT. 52.00' 22.55 42.56' 1::::.:: -........:::::::.►.::::::: :::::::{ 118 122 :�:....... 122 21 ST : ST.: S.E.:: WIDENING ....... I 2" MIN. ll I PAINT 1116 120 :::::::: ::::::: ::::� TAPER �ANE BY 120 OTHERS) .2"ASPH.CONC. CLASS B :::: ::::::: ::::::: :::I .. "• 'n•. a•.• a. • : ➢ 4" ASl H TREATED BASE 114 _ . :j v V P•' ' °o o • 12" BANK RUN GRAVEL CLASS A ' EXIST. P.VMT. o " :...:: :::: ....... ,......... ::::..: : .��.L Pf :1:. ... ....... i " .. i . I ' ....... I ,�t Rr . ROADWAY SECTION STA. 130+75 112 i ....... i ....... i ....... .... ..... .... ....... 1 ....... I :.::: :::: .... ...... ....... ^j. �.........i......... : ..... i � ' I 112 � TO STA.1 + I ... ► ....... ::::: ::::::: I ::::::: ::::::. ....... j I y i i :-i i . . . . . . . .i i. j ... I �� j . -- { i j .......I ...... { I { ........ 1 .... f '� 4, i I ....... I . . . :�:....... .... ...... 120.78 .....:121 : 13 :... _�' at : H�° ��. : j . : :i: 121.49 121.82'. 122.14...... 122.42... :122:67: 122.9I .....:123.14:.....:123:36:.. :�: ELEV.I 1 , { , , I �9� s q6� 123.04 123':'40' i i 1 I I I ....... ELEV. ELEV. .....:� ....... ��OpAL�` I ....... r . I ELEV. 25 26 _ 27 :... .. . . i 28 129 130 Approved by: CITY 0 F AUBURN ' y: Date Sheet 6 SCALE: .t D,c� D awn b Horiz. I"= 20' ,<, p4 wes", O ,f .. Ig RE D F,ORD ENGINEERS 11 II Vert, I"- 2' �C fi� -�� + .Checked by: g ' I7TH. STREET S.E. & R STREET S.E. R.L.R 7-71 _ �? CONSULTING ENGINEERS Pot Nevins, PE. FROM AUBURN WAY SOUTH TO 21ST ST. S.E. JOB No. •� �a �� F 'rFCIsTCkdRevision Director ofPublic Works BELLEVUE ASHINGTONDatBy rC 680-02NERESTA.25+00 TO STA.27+45+ HAL� .. 70 STR 2117 SH-8 _ r. t OI 47+03 (22'RT) CONST CONC D/W,-TYPE £-29' I0 REPLACE ASPH-9 - REGRADED -12" BRAIN. -CONNEOT TO 41 AT 4bt002 ASrn. 17/sL o us 60146 PIPE.SEE PLAN O2 4&95-WT} TO 49+75 (6'RT) INSTALI_4�21 II 50+47 (31'LT) PLASTIC TRAFFIC BUTTONS. AS SHOWN. CONST TYPE I C6. 48+30 TO 48+90 (501± LT) FILL 601± OPENING IN EA!ST TRAFFIC ISLAND WITH RAISED CHANNELIZATION• 12 50+77 (36'LT) CONST TYPE I CB. CONNECT TO CB- AT 50+47 (31'LT) WITH 8"x28' CONS PIPE. - O4 49+00 (201LT) REMOVE EXIST PVMT IN SHADED AREA. - _ - -- - - - - - ENUMCLAW EXCAVATIO- _ - - - - - GRADE AREA WITH EXCESS N MA - - - - - - - - M ---- 60t HIGH ` -= 3 CI' Y ✓�� -- GJ -. - - -...._ S.43°06'40"E 2--$ \\ 158 • • T.C. 118.63 20' T.0 118.69 T.C. 118.74 TYP ---- T.C. 118.79 T.C. 118.81 T.C. 118.6 --- -__ 7T.G 118.1 E -- - - - E TOPSOIL - �, .� G.E. 16 62 BGIQ� PROFILE "A'i �� , I.E. 11353 -` BEGINPRO LE BI '. 5!.- 4_ Q E LINE TC. 118.46 ZlBZT� T.C. 118.24 • .� •'" I •� 8 117.51 p TC 118.02 19 7 --� -- E - i U CAST EBGE EWW END CONS. PAVEMENT REMOVAL.LA '�-49+7 W TYPE -B- (SEE SH 9] 13 50+83.50 (P. I) INSTALL MON. 0 49+88 (22'RT) CONST CONC D/W. TYPE-8--24-'-• 14 51+06 (22'RT)" CONST TYPE I CB.-SONNE13TF$-8-x- 17 52+50 (9'RT) CONST TYPE I-5 MH. CONNECT TO �E-ASPH-8 F: =C RADED -WITI1-5-v MH AT 57+44 (14'RT) WITH 18"x494' CONC PIPE. ASPN. C/W Q 49+99.50 (P.C.)INSTALL MON. f�i.^�� T'EA=M8Q ,.', i �B 52+54f}l� TO 56+34-E`'!O-� - INSTALL t8- PLANTER AREA 49+99.50 TO 52+06 CONST ^HNE AISEB 52+19 (22 R) CONST CONC D/W,fP- �'O9 PLAST I C TRAFFIC BUTTONS6 6O CURVE P.I. LOCATION � R T L STATION (TANG) OFFSET- FROM BASE LINE TAN. �I 49+75-50 54.28'(LT.) 970 18' 55" 43.3G' 49.28' 73.65' 49+99.50 39.10' (LT.) 970 18' 55" 30.00' 34.10' 50.95' ® 51 +43.91 (AHD.) 14.00' (LT. ) 26 ° 23' 22" 94.00' 22.04' 43.29' ® 51+41.10 (AHD.) 2.00' (LT) 26' 23' 22" 106.00' 24.85' 48.82' © 51 +14.10 (BK. EXT) 0.00 19 0 04' 27" 327.84 55.08' 109.14' T ' . - 1 lq„ �y BASE LINE CURVE 6=19' 04' 27" D=11°27'33" R = 500. T = 84.00' L=166Ae ' m~- mcy nr.-- /- (SEE SHEET 9) LEX I Z T. P41.H • -�--_ I C--;AS 1AAIN IN i NrCU i.i-H- 3 GOLOENRAIN TREES 6' - 8' (B&B (KOELREUIERIA PANICULATA) ENID P'10fX1_F �62oj1 t. •8° I7 ROD) 0 RO D /�O pRc� 52 NOELC1 a° �p 16 m �U W to _ I jQ W 2 E -------•-,E/CI_I_ 1: JNiv=R`-.a'_ VA -A kMra1N PI. 5 E N=Vv M.H. AnCUND EX/s-T V✓ATERMAII --- _ INSTALL E-D N=_vV SSC i ICPJ "AFPFIOX. 12" CASING 18 FLATS ST. JOHNSWORT (FLATS OF 100 PL (HYPERICUM CALYCINUM)(18" O.C.) AS SHOWN. -WIRE. REPLACE ASPH D/W TO R/W LINE. I9 49078.58-BEG IN CEMENT CONIC PVMT REMOVAL. LANOSCAPE NOTE: APPLY 2' OF BARK MULCH OVER 20 52+45 REMOVE SHED. ENTIRE PLANTING AREA .......:i: ......... . .......:�: :�:.......:�:........ ... ,:�:........ ........ ....... ...:.... ........ ....... I:....... 20 V.C: 67.47. 50 V.C:. 71.51. :I �:....... :::::: ::::::: ::::::::�:....... :�:....... I'.......:�:....... ....... ....... ; ... , ....... ... ....... ....... .. ....... ....... I i ` 1 I ... J.. U '.. :::: ..... 120 I:.......J ........ ........:�:.......:�:. :�:.... � ..Q ....... .... .... to - - :�: 120 ....... ....... ....... ....... ....... ....... to rn ......... M - - W - -----, - r - ,---- -- _ _ _ _ s v �----- - '" 20a c: ..... ' t[)CW Nr"I - :::: �': : :.. .. ....... ....... ....... ...... ..... - - - :I:.:p :I:.. ...... ...... ti - ....... .......'�'....... U:. lD'to �' + ci PROPOSED T.C. ci H : I I ' . . > :> > ::::::. ... . : > > ., ...... + ..; .. a = : ...... ::::::: ....... :I:....... d a :r. - _ . ::::::. ::::::m ....... ....... i:....... ,� 8 a: a n a a _ to .. i I .. i ... . : . . ....... ....... ...... ....... 0.8698 / i 3 0.. .......0 r :...... - o �r ----;- - 118 I .... ° �'.......a �..... ...... 005%. J o,c, +� ...... :w cp....... +rn ...... :::::'�': W- ':::::: :.......I- ...... i:......LLJ :�:....... �: +0.4 ::I zo ot_:...... a �'�....... ate ...... i'. a-o :;' .::::: :::: - ...... a Co :::::: ...... ::....:' m ... : z ti : ....... ........ ...... ....... ........ ........ ::::::: ::::..'�'....... I G.E.117.49.......:I:.......:� M i' ® I - -I- . :...... W :�:........ ....... N ... J:: :O + . U :.::::: ::::. m....... - N .. .......;...:... ........ ,....... O(J ...... ... ...... ....... CjP-:... :I'_..'J :.WO: :::::.> _ :.. _� i ...... 116 i....... a-n ...... :�:.... .. a _.�:.......:�:.......:+:....... a: _ ... . a 1L- :I I:.. m V... ......a ...... ....... .......> i.. : I : 116 118 a PROPOSED . -- . - - O .--. 7 % ; ..118 Z (. i:....... a 8920° .. ....... ...... ....... .. .. .... ....... o: ....... ....... ... .i .. .... .. ....... ....... Co Ct1RVE L-73.65 92:02 . CURVE ® L-43.29 �= I ....:.. �I.i:l..... :::::::: I :::::::: ' : I :...... . ....... ....... , .. `` ....... :: ::::: 1- -o= __- -- - ..-.... I I i_ I �1. �. ....... 116 I ....... ....... ....... ....... f :::: I _ _ ... i ....... PROFILE"'Al ---�-- II. C _ , :....... I 116 ...... ....... .......i........ ... .. ---...... ....... I:.... ... :i......... :.. . . . I . . . . . . ... ALL ELEVATIONS : ARE .TOP OF: CURB Ex st. � .. I i_ - i I i I I i.::: ': 18.75........50'V.0....... ....... ...,......... ...... 112.471................. ,........ :::::: O N ::::' ::...... :::.: i : ::: ::::::: :::.::: :::::: " I ....... ...... tc)gT ....: 0 ......:!' 1': ... : .........i.......:'1"......: :::::::' ::::: ........ ,. ....... fir` .... ......... ..... .. ....... ........:........ ....... ...... ..... ....... ..... m _ ....: ti :cn ... '' m'..... I8_ ........ :. _ ... : PROPOSED PVMT : t. tri :..... i ...... m ..... ci ........ _ - .... __ ... :. :-.-:..: _ ... ti cp ..... 8 i ....... I + ..... 82 > : a i ° an :.... . i' I 5/ - 0 0 'i a 0.4 ....... }} j 3 .. m 1116.........116 : O V...........:I:.......I ti :I:........... :(....... :........II........ �® tO ........ .Uc�a in• . - :i:......:'Fa= Jo ':............... I .... I I......: W ® ......t:::.� ::. �. Z.. I :...... m CURVE L-50.95 81.45 CURVE®L=48.82 ....... j _ i W { i -'I "- ..... : j :....... PROFILE B ::...... .. , . (ALL* ELEVATIONS ARE • TOP OF PROPOSED PAVEMENT AT : FACE OF EXTRUDED CURB) ....... • I..... .... ....... ....!..:::::::I........ ...... :I ........:j:.......: :.......::........I.........1.........I.........;........: ........: :......::�:.:::::::j:''::::::� Approved by: Pat Nevins,PE No. Date By I Ckd. Appr. 1 Revision Director of Public Works ....... i ....... ....... ri' 12 WATERtAAIN :I N STr.=L : CASIN a .::... I 114 �.::::::: ::::::: ::::::: ' ......: ::::::: ......: ::::::: r;� ::::: ::::::: ::::::: I ..... : ' ::::: i :::::: 14 ... _ - 8 x:18..TEE ... �.- .� -� r.. U ... ...... , .. 18 STORM DRAIN :....... I 1. ... " S=0.0042 ....... ....... ....... i ..... ....... ....... ....:+: ...... ... 18 .STORM ...S=0.0033 ......I:.....� I�. i ....... :I ": Storm :Orcln - ' S 2 0.0031 f ..... . 112 Exlet: l2 :...... ... .: ....... I ::::: i I . . . .. .. .. .: fj I I112 I ... ....... ....... -___ ._-.-........ . .... ......... ...... . . . L� i .. ........i I . . . . . . . . . . . . . . . . ' ,^ rA : . . . . . . I i . . . . . . . . . . . . . . ; r-;f-s, {Ig-)- _ I.E. 113AO ....... I 1 i I . I ....... • - I.E. 112.4 t .... ..... ..... I ....... j j i ....... �. . - i . f , _.. -- - - I ......: ::::::: ::::::: ::::::: ::::::: ::::::: :::::::'I:::..... --....... ..... L ......: ::::::: ::::::: ::::::: I i I ......� ^ E,pr ....... ....... :;......... 1 :.......: 1 :....... ... ....... ........{........ i........ e o 1*`J • I : : . ..... ....... n/( •'• i •�: ��.�sfcrsTCPti �4. I"....... .... :� ..... :;:....... l 'JZ. FS ...... ..... BY AT �aNAt .. .. .. .. .. IIT5 '::: . .. .... 117.36. 117.21 .. .... I7.11......1 7.06 ......117.06 ... .117,10. 117:19 11T 34 E •- 117.50:..117:84: :118 00 LEI. �• ` ! 1 � t i ...... I ....... ....... � ....... . ....... ....... , ....... , ....... � ....... .... ...... 'I ELEV. .50 51 52 t ' • ' 53 CITY O F AUBURN SCALES ``� p{ n+sy �`O r Drawn by: Date Sheet 7 Horiz. I = 20 Q �� '�, 9 '� " J.J.S. 3-70 REDFORD ENGINE _ 4 ENGINEERS I7TH. STREET S.E. & R" STREET S.E. Vert. t 2' s ChxckR.J,S. 3-70 10 CONSULTING ENGINEERS JOB NO. �J�11 WAS}IINGTON FROM AUBURN WAY SOUTH TO 21sT ST. S.E. c 6808-02 '�F,rs�o'STER`� `� .0 rzil� BELLEVUE STA.47+00 TO STA.53+00 A �LIL 70 STR P-417 SH-9 / ' ( BROSS AT 53+50t(9'RT) WITH 8"x2l' CONC PIPE. GROSS AT 56+75:t(IOIRT) WITH 81'x231 CONC PIPE. PIPE. 147' TRAFFIC BUTTONS AT 19' GEIsKERS. D=3010'59" CD in to Uj Ul 58 CD % IC BUTTONS j4R-T) Eli Asph. Parking Lot TELEPHONE BOOTH TOP OF CONC. CURB BOWLING ALLEY (SOUTH SIDE OF EXIST. (SOUTH SIDE OF HOWARD RD.) OPOS :1':*::*:'T:*::::* ......... a: ...... ..... . a:l ........ ...... . . ....... ...... T ......... . T. ........ 114 112 . . .... ... ......... ....... ........ . ......... .. ........ ......... ........ ....... .. ......... F-110 .... ... ......... ......... ......... ......... ....... ..... ... ....... . . . ...... ...... ..... . . ... . ... i... . . I ......... ......... . . .... ........ ....... . ....... ...... ......... ....... ....... ....... ......... .. ...... ........ .... :::::*"*''* ::::*,:: . ....... ... ....... U. ILI AT Approved by: CONSULTING ENGIINEERS BELLEVUE WASHINGTON SCALE: 3. K 11�190 2wn by: Date c t FROM AUBURN WAY SOUTH To 21STST S.E. STA. 53 +00 TO STA. 59 + 22.46 Put Nevins, RE. Director of Public Works JOB NO. C680 L-2- 1. 1. W, lie fly Ckd. Appr. Revision 70 STm R117 SH-10 , - n. -~==-- <Z ..... 124 ...... . ........ ......... .. * ...... ......... ......... ......... ... . . ... 1221: ........... .......... ........ 120 ............! ......... .. lie....... ......... ......... ...... . ...... : .. 'T .. ......... ..... ........... . ........ ... ......... ...... . ....... ........ * .. ..... ....... . ...... ......... ....... ....... .... ... ...... I ......... ......... . ...... . ......... ......... ........ ... . . ........... .. . . ... ........... . ... 116 ..... ...... .......... . ....... ___ ......... ..... ...... .... .... .......... ........... ................. ......... . ... ............... ......... ::::::::.{......:::I......... ___.__:_ ......... __ ...... ......I • - 5z 27'=_r_-(RT) BEGIN ALTERNATE A STORM SEWER CONST. 1/) iNSTALL 45' FAGTGRY BE?e— REMOVE EXIST C.B. INSTALL TYPE 11 CB. O INSTALL TYPE 1-5 MH. O END ALTERNATE A STORM SEWER CONSTRUCTION. .0 cn o t-:b in p F..:0 0 cn 6) mn D D "R" ST S. E. C) 13 ................ D D 3 w I { { W {�I Ui 0 0 Fz b {{ U) 0 00{{� Z 0 0i z D (Z nnonn,nn" Ir D D 12 D II D i Ujw .-:-::....... ..... ......... ...... .... ....... ....... ..... .�::�� _: : : : : : : : : : : : : : : : : : : : : : : * , , * * * * : : : : : * : : : : , : * * * ...... 1 . . I * * * , * . : . : .... ...... . . . . . . . ........ .. ..... .......... . :+:...... ....... ... ...... .. ........ . ....... ... ....... .... ... .. ......... ......... ......... ......... ......... ......... ......... .... ........ ........ ..... ...... .. ........ .... ..... ... ....... ......... .. ......... ......... . . . . . . . . . . . . . . . . . . . . . . . m... ......... ....... .... ....... .... . ......... . : ...... U) ... ........ ....... ... ....... . . . . . . . . . . . OL .. .... ...... ..... :..tn�. : : : : : : : : ....... . ... ........ ..... t1iIH . . . . . . . . .. ........ ........ ... .... . . ....... CL . . . . . . . ... .... . . . . . . . . . . . ... ....... ...... . ......... ... ..... ...... . . . . . . . . . . . . . . . . . . . . . 124 Exist Gr u'nd -Line X' ....... . ..... ... ......... I. .......... ...... IT .... I .. ......... ... ... ....... 7 ........ ......... ... ........ .... ......... . .. ......... . . ....... .. ......... ..... ... \. ..... ........ ..— ....... G.E. 123.3... .......... ............. .. .:. ................ ..... ......... .. I........ ......... ..... ......... ............ . ................... .... *.. : .....i ..... .......... ............... .. . 122 . ....... G.E. �0' ........ ... . ......... . ... . ......... ........ \�G. . �12 ........ ... .... ...... .. ........ ..... ... ..... . . ......... .. ...... .... .... . ......... ... ..... ... ........ ....... . .... ......... ....... :: .... :. . . .. ::: I.. .......... ......... ......... ......... ......... ..... .... .... .... ...... .. ....... ....... ...... ........ ... 7 :I 120 1. ..... ....... ... ........ .... . ........ ........ ... . ....... ....... .... . ......... ......... ....... ...... .. ..... ... ........ .... ......... ....... ...... ......... .... . ......... ..... ......... ...... ......... ......... . .::: ::: :::: :: ...... BE-NG—: .. ........ ...... ......... ........ ......... ........... S=0.0031 . ....... ....... . ... :::: .. . :: : W1 ....... 118 S= 6 003 V -7 ....... . ... . ..... . ......... ....... ....... le. 211 S 0.0031 0.0031 . ..... .... .... . .... .... ....... LE 118.19 ..... ........ . ........ S 0.0031 I.E.118.34 ........ .. ....... - L-S! ...... . . ........ ......... ......... ......... ......... ..... ...... . ... .... ..... ... .............. 6 0031':: 12!' .. ...... 116 .. ... .. ........ KH .. ..... E 116.24 ... . ....... I E.�117.20 L J .... . ......... ......... ... .. ......... . .... ........ ....... ..... ... ......... . ..... ... .... I �El 18-3 4 .... ......... .. .... ........ ........ ......... ......... ........ ......... ...... .... ... ......... ......... ........ . ..... E. H6.57 �. ' �. 1.14 ..... . ......... .... ......... . ......... ......... ......... ....... . .. .. ...... .... ......... ....... : *** ....... ................. . .... ... .... I . ....... . ......... . . ......... ......... ......... .. ... . ....... . ......... ......... . . ......... . 1�y ....... ......... ......... ...... .... . .... ... ....... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I , * , * : : : : I : : : : : : : : 0 : * : * : : : * 0 * : 0 a 0 4 0 W 0 0 I ; __ . . i * I . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I. . . . . . . i . . . . . . . . . . . . . . . . . t i___1 - - I I I I I .... ... ......... ......... ......... ........... ......... ......... ..... ....... ......... ....... . ........ 47 ... ....... ...... ........ ....... ......... ....... . ..... ......... .. .. ........ ..... ... ......... ... ... ........ ......... ... ......... ...... ......... ......... ......... ......... ...... : :: :::::*::: :::::: ::::::::: :::: ::::: : : ::.::I ::: .... I 011AL, .. ......... .. . 28 Approved by: .-CITY OF AUBURN SCALE: AO Drawn by: DatN Sheet Horiz. I% 20 9 REDFORD ENGINEERS 0 Vert I" = 2' Ch't-cked by: of 10 vi 17TH. STREET S.E. & "R11 STREET S.E. R, L. Pat Nevins, P.E. CONSULTING ENGINEERS JOB NO. F + 0 File No. Director of Public Works FROM 21ST ST S. E. TO 23RD,.. ST. S.E. rc No I Datr RV I Ckd I Appf Reviiion BELLEVUE WASHINGTON C6808-02 M!,, SCHEDULE 1, ALTERNATE A CONSTRUCTION "t.-M. ;14 70 STRL4tT ' SH—II a 1 SCHEDULE OF DRAWINGS I. GENERA! PLAN 2. PROPOSED CONSTRUCTION SEQUENCE 3. SECTIONS 4. LONGITUDINAL SECTIONS 5. SUPERSTRUCTURE REIINF,ORCEMENT`I 6. SUPERSTRUCTURE REINFORCEMENT II 17. SUPERSTRUCTURE REIN F„61 aC E M —:. N'T M 8. SUPERSTRUCTURE REIN FORCEM ENT 1Y 9. SUPERSTRUCTURE ;'REINFORCEMENT = 10 PRESTRESSING DETAILS I 11. 10 A. AS- BLT. PRESTRESSING DETAILS IL .,_. .................... 12. PIER I' REINFORCING ` DETAILS I CITY OF DEPARTMENT OF AUBURN AUBURN PUBLIC WORKS WASHINGTON IMPROVEMENT NO. 10 UB NO*�8 1�105(5) 17TH. STREET S.E. II II I FUTURE I I STREET ROPOSED II BRIDGE \S.E. 21sT. STREET 22ND. STREET S.E. J Ii ui 23RD. STREET S.E. w w 24TH. STREET S.E. U) it 25TH. STREET S.E pC�=%__STKESSINIQ 13. PIER I REINFORCING DETAILS IC 13A. AS-13LT 14 PIER I REINFORCING DETAILS III 15. PIER I.REINFORCING DETAILS 13Z 16. PIER 2 REINFORCING DETAILS I 17. PIER 2,REINFORCING DETAILS ZI 18. RAILING DETAILS „ , 19 SR 164 ROADWORK AND ' LI GHTING DETAILS 20 DETOUR PLAN AND DETAILS. 21. LANDSCAPING DETAILS PIEZ 1 ,�—. CAIKDEKS Qw AN y'�yW \QY DETOUR ROUTE CITY OFFICIALS r MAYOR ROBERT E. GAI NES . COUNCILMEN 24TH• SZREES SF w N It w ROBERT KLINE, MAYOR PRO-TEM w RALPH BL :.r .. 25tH. STREET S.E. in AKENEY, STREET COMMITTEE, CHAIRMAN 26TH. S THEODORE B.' NICKSON, STREET STREET S.E.s.E. o COMMITTEE ----- ERNEST BAILEY, STREET COMMITTEE GORDON DARLING KEN'NETH FI. f x. TZSIMMONS RAY SONNEMANN LEWIS • REDFORD,* ENGINEERS CONSULTING ENGINEERS BELLEVUE WASHINGTON DIRECTOR OF PUBLIC WORKS FRED. W. POE, P E. S BUILT 69 STIR 2544 SH-12 .,....._._r >::..:...a. _..:..i, ..l'...• .�..:_...._.,�.._... ....-.-......•_�....r1.••.r.-+..,rwW..,'-. +ail.. -_ .. w.r.N...w+•w__.-... ... ua�.L�..s.�W._..r1M1�-Jrr�'1Y.rd'�OWiC..is.W4�'�L�u9i.Sr'.�'7'.i�w"�ir.'10Yi.'�@6wS-:.W��w.u. - • - 'M r�;' y r.l►..a.'a„S:WWC..:tn.: _ . � � ,� __,• n'9y..i.".YW'L".�i�+' - C:uN..L..a`!'...ur-.a.11_�:` ..,.+` .. .. .... ... _ .. _ _ _.._.....- ... _.....+..._..r ..�.... ........_..._. ._-._. - w�,....�_..._ .... n. ... .. . r ....... ...... .. ... . ..rn._.,_. .._. �....... ___ . 30' 22 18" LEFT I RIGHT ELEV 18" ' 6.. I (DEL)-(0.41) ((EL)-(Q4 JO.05') v v 4: o /' 4. .' a ;;• 4 TOPSOIL (WITH 6.. \ \\/ 1 '3"ASPHALT CONC .=:• =...••gj r ::;..,... Z 13 i .. �6 /W Y) CEMENT CONC ' S/W TYPE B CLASS B. 2 LIFTS AT I /2 EACH. SEE PLANS FOR LdCATIONS 4 TOPS ' OIL (WITH S/W ONLY) N--6RUGHED 6 RFAGING CEMENT CON 4" ASPHALT TREATED BASE. 2� C. SIDEWALK TYPE B. `r tt- SEE PLANS FOR LOCATION TYPE AT--t (TYp) CURB Q GUTTER, 2" CRUSHED SURFACING 5/8"(-) 12" BANK RUN GRAVEL, CLASS A SEE PLANS FOR LOCATION COMPACTED SUBGRADE VARIES 14' STA. 13430 ("R") TO 26+22. 8" DIAMETER DUCTILE IRON WATER MAIN. TYPICAL ROADWAY SECTION 17TH STREET S.E. a SIR" STREET S.E. STA. 2 + 50 TO STA- 27+ 45 NO SCALE BASE LINE -__L-- 22' 30' i BASE LINE RIW I _ 30' 22' RIGHT _ VARIES 18" 5' 6" I r I%2" ASPH. CONC.,CLASS B PAYMENTS: INCIDENTAL ASPHALT T.C. EL•(SEE EXIST. A PH S . CONC. SHTS. 7 a 8) PARKING LOT TCEU-(Q527 1 2% �� ..,• - •4• Q •q • .:D -fib D �e•. •. 6" CEMENT CONC. SIDEWALK, TYPE B 3" ASPHALT CONC. CLASS B I 2 LIFTS AT 1V2" EACH. \ EXIST. PAVEMENT 4" ASPHALT TREATED BASE CEMENT CONC. CURB H GUTTER, TYPE A -I. 12" BANK RUN GRAVEL CLASS A COMPACTED SUBGRADE TYPICAL ROADWAY SECTION A -A HOWARD ROAD STA. 45+03 TO STA. 49+70.50 NO SCALE I ` 5' 18 `LEFT RIGHT _ 18 5BASE ' 12VARIES LINE ' 22' 8, I 6„ 1 6. I 5' I VARIES 12' TO 22' 5' 6„ � LEFT RIGHT _ (BLEU+029) ASE LINE ELEV IB" ' BLEL)-(Q23') B-LEL)-(0.17') 2 (B.L.EU-(0.41') (REEL)-(0.4T) 1. I _2% (C.LEL)+(0.04' (B.LEL)+(0.05') T.C.EL-SEE 2% I PROFILE "N', SHT. 7 2 /� �.. /.PVMT EL ° / ° 18 PROFILE '"-B'SSHT.7 (B.L.EL)-(0.41) B.L.EL)-(0.47') -0• ee.. • D • s 'd- •'e•. •i• Cam• CRU 9H a• .d • EB-9URFA o - e1 e- •o N -/ r •.• .r•. � fie„ BASE LINE ELEV. . ... •. ,:� 6 " u , �tiSHEf)-5{1RFi1e}M@- r• ,.' ;.r' t o �•,: o ' •, •, o'• 4 _ ice-- . 0 4•- V o•, . e• . _. • . `• . �.. •�' 4 ASPHALT TREATED BASE. "• EB-9HRFABm@� 3"ASPHALT 1/2 CLASS" EACH B. CEMENT CONC. CURB a 6�Z_ /\-EXTRtl9Efi-@Efi41JENT e©Ne.eURB- \\��/�' s g" 2 LIFTS AT 1-I-I/2I 12" BANK RUN GRAVEL, CLASS A GUTTER, TYPE A -I. (TYP.) CEMENT CONC. CURB A 3"ASPHALT CONC CLASS B. —"j GUTTER, TYPE A -I 2 LIFTS AT ON EACH CEMENT CONC. CURB a COMPACTED SUBGRADE GUTTER, TYPE A -I 4" ASPHALT TREATED BASE TYPICAL ROADWAY SECTION 12" BANK RUN GRAVEL, CLASS A HOWARD ROAD STA. 51+65.95 TO "R" STREET S.E. COMPACTED SUBGRADE NO SCALE TYPICAL ROADWAY SECTION B-B HOWARD ROAD STA. 49+70.50 TO STA. 51+65.95 NO SCALE SS7gNAlEr� SCALE: �'� .f wu AO -} Approved by: CITY OF AUBURN o h� o Drawn by: Date Sheet 10 ttt REDFORD ENGINEERS "° Scale �'� '�'�a i4'�• 11 11 t, Checked by: of 10 17TH. STREET S.E. & R STREET S.E. R.�s 3=f CONSULTING ENGINEERS - Pat Nevins, PE. JOB N0. + o 1cc Director of Public Works FROM AUBURN WAY SOUTH TO 21ST ST. S.E. No. I Dace By Ckd. Appr. Revision BELLEVUE TYPICAL ROADWAY SECTIONS OWALE I ( WAS}IINGTON .. 8 8- 2 / 70 STR al}a SH-12 •�sN� r 1 Prc fL,re tiF F� �o e -Ir 125 �-- z '6 .'....:-+..;-__...�....-...»._....-.:.-........ _....,.»... _.... .�.. s.: .. ._..._..... .. _ �.. �':: �'.......-,rW.Y..,.aw.....-.....-..u..-....•w........,...+.a.... ..ay.,. ,1�.aw--...t �v,-C...-_.a....v�.a...._...Z.-.....++,.v.-.r._......w-,_....L...-��....W....s..i...._.... ... ..............�.-..i_..... . _... Test 11ole D 1-,3 50 -00 4 i Ca' /90 k �-- • AIC Insta/12-6 ae /-41m , ducts far Puget77 .; /bluer in Sio'ew/k 'p SR /64 Sto_ Zt00 OO Q Ss w R St- SE- Sto. 20t74. /6 -� S/d. 05 00 .Sta. /t�,50 To Auburn _ — g SR 164 3~ To fnu/1 adw _ Sla 3�OTGY3� o c - - ti 20*2449' \ W /4S` �- x�r�~�:.;,:>.�a�.�r:e-.��%&k��:='��e.�:a��:r�•,�afa._ii:.��,r�+.�i�a\€�sra�ts.�:��F��'�»x"k..mot..i,��:aaic•.',-,ai�:fi�r:, �� - \ /0-�J`m dGCt3 �Y• Instal/ 4 — P� N. r1! Be//in Sio' W1k �I3 C50 _ f Per 2 Drq. ------------- �Exlsting fl/W Test Hole D11-1 BM 5,01ke /n A jDha/t N. Edge o/ co Cart Ta1r at Stdrtinq Lille• fletl 11912 A// E/evaM12,5 are to City of Auburn Datum. 3�% I I PLAN \ 3001 Proposeo R/W f Existinq R/W *- Promised R//Y oil o h 17''5L S.E. II II _ L A tit l - LOCATION OF 19"SL SE ' PROJECT ,ems' NU 71 ZIP �i 23 ST. S.E r Z415T. S.E. ' VICINITY MAP No 'we ESTIMATED ._ QUANTITIES M :ram: ITEM UNIT l,X/ANTITY EXCdvatim Type / cz/ /0, 000 E,rcavat/on I Type 2 c y 4900 Excavates /2, 500 ' Strtrtara/ Excavation ... cq 900 Staxtural COMJete Class 0 • cy. s �280 StrUdural Conaeie C/ass AY 445, Structural Concrete llox tsi CV.) "0995 Prestressing 'Steel • lbs. ' S2000 o%fllokft Steel lbs. ' 41000 . Heed-V Calcrete Hdfldrdi/ /in_ f7. 203 ,5tc-el Ha17dd/1 tin. fI l95 SPEC/F/CATIONS : Dcsign criterio om based csa 1965 51G12dord Specifications fa- f/ighwoy Bribges , American Asocial/on o/' Slate Highmatt Officials, with interim pecifcohon.5 os they govern. All lnoter/o1 ono morlrmonsh/p 6/2011 be /n occcv-donce w/th Ike rcquireirxnts of Me Stote of Woshington DeXrtment of Highurorts , Standard ,5veaficallons for Rood and BricEge Construct/on 1963 Edition, of2d the /otest omendments thereto. BORINGS = The subsoil data and interoretotions do not form o art Of /'h/s contract, and ore available to the bidders for their information Qn/y_ REINFORCEMENT- 'Bor 2inforrement steal/ be deformed tgpe, in occordonce with A.S TM. A 6/5, grode 40. Lopped 5 ices, un/ess o/herw)se noted, ore ro be o min. 0/' 35 for d/omelers, IORTZAND CEMENT CONCRETE: The coacrm? /n all foot/rgs or the structure shall be class 6' mix. Pier 1 Stem ar,d Webs ,5M// be class `AX` mix. Superstructure shall be 5G00µ5i. at 25 days. LOADING: DEAD LOAD: Concrete = 150 /A5 PP-r cu- It Weor/nq 5urfoce = 25 /bs. per sq. ft, L/VE LOAD : HS-20 cr Tuo 24k ax/es d 4-'O''c/is. DESIGN , UNIT STRESSES Rf/NfO-RC/NG STEEL (Interrncdiole Grade) fs = ZO, 000 psi CONCRETE-- Closs 6 - fc' -- 3000 psi ; fc - I200 psi Class AXE >c'= 4000psi; fc =1600,osi ... , ':. Ot/,er- fc" 50017 ,os/ ; fc : 2000 psi. PRESTRESSING: See-'peaA1cd1'1on5 CL EARANCE5 : . " Corxrele cast directly against earth = 3 Wet/s and l�tin rs `tom/ cast directlu against earth - Z" Deck '.Slab (Top) ` 4 Deck, slab (Bottom) _ l" Superstructure sides aril webs - /Z " Sin 20'24' 49" = . 34.579470 Cosine •20'24 4-9 _ .93719916 Tjnq,W 2V'2449" _ .37216 711 AS i3U11_T: Pr�,s,ressing system. V.S.L. Corp. E 12-5, see sheet IOA ;-)r da pails. % ,3107 00 Sto 2,00.. 00 E/ev. 160.75 E/ev 154.40 f59427. --- - --- -� -- \\ Surface Elegy /M.00= aB�n s1/tU /09 so// .Srirf ce Elev /55 ,30 r 00 - • _ - Su ace E/ev. /ZZ. j� .5-7-10 • , : Tn In dlom dense slightly X/0' • .` /-2-2 a .Y Ll�rk grey very/apse one Sand grovel and Derue � very dense 3 153.5 y -3-7 :•. to medium said Tlq �� IUF sz • .' ALp2�r. hrrm/ 1.5-14-.30 cobb/es s cvxl grave/ with G3/� .,.:.., / =P \ g R St• S E. to f R' St �n dense sorxl or:d mbbles, 51ght/q ,511tq Ver ease sotto' oixl grove/ uritfi cobble-5 l� v with cobbles and Lbu/dens ilex 105M I 24 /4 /8 . o below /2 �Fi//) E/e� //3.50' ----- �fl 11900 Per TEST HOLE DH - I 23 36 - ' 90 ' ' ' ELEVATION s/a- It40. 00, 100' Ri W E/ey 13.1.TEST HOLE DH ' 3 ,3or Sro. Zt55.00, 100ZI. Note: Crcde elevol/ons ore finished rx q� grades o%vx; g sR /64 ors' are TEST HOLE DH - 2 � �"' `' AS 133UILT equo/ to Profile Grade . ��' '� 51o. Z{ 75.00, 29' Zte44;��- AT ANAL Approved by — CITY 0 F AUBURNSCALE:,Ike o� � , .t LEWIS - REDFORD ENGINEERS � ��• ;moo°moo PAN 5/I5/69 Sheet Drawn by- R STREET BRIDGE a Checked by: of 21 r OB NO. FFc MGA Fred Poe, P.E. CONSULTING ENGINEERS " Director of SR 164 UNDERCROSSING J �a ' a` Approved by File No, Public Works BELLEVUE NVASIIINGTON C-6808-1 cr 1STEP- GENERAL PLAN `'i MALEN 69 ST^ 254 ^ SH -13 i — To Aub ur NOTES /. Pour aem o{ Pier /, webs -to Pier / and curved sidewol/s fo 1� Puget Power Pole Lim P P I I I I ( I � I I ( '�---Excovotion Limit Excovofi'on Liinif 2024'49" E.P. �20f74/6ft'ST.----------- /'-� SR /64 T _ Sto.079.87 P\_� ' —uric to%phone Cob/e (Be// Telephone) • 22 � -- _ ------ ------------__---t— 164 T T T Pdclfit Hor"t wes t Bell Pole Line"r I I I I EXISTING BRIDGE SITE PLAN FINISHED BRIDGE PLAN SITE Scale : /" _ Jo'-0" STAGE 3 :'/ trucfure Excovotion NOT ES /. Form and pour &undofior7 fo Pier / and pour Pier 2.r Vruc Lure STAGE 2 Exco vo fion NOTES /. Breoh out exisf%ng po vemenf 2. /lemove guord roil within con s•trucPion l%miis 3. Excavate embankment Nofe. For hondroil concre-fe see sheet /8 . - — — -- — -- —�_ r Excovohi n Type 1. 5000 P. S.I. �C/oss B ExCovo trot) Type 1_ C/oss AX er / STAGE I c%ss e CONCRETE CLASSIFICATION STAGE 7 b 1 9y t b Excovofiorn 7 Z. STAGE 5 S IAGE 4 NOTES /.`Prestress and grouf co 0. Form hondroi/, Type 3. PJ� w" �y Sh, a: iZi TERf� .r NOT ES Form `ono' pour supersfrucfui and sidewo//t. 2. Grout fixed onchor'oges of 3. Bockfi// poclfefs os /eff in sioge 4. NOTES /. Exco voie for .-orm worA fo so{{it. NOTES /. Boc k fi l/ fa Pier/ and side slopes. Z. Leove pocKets in bockfi/l for prestressing onchoroge. CITY OF AUBURN SCALE:+3 Approved by: 11 3. RE�,c LEWIS-REDFORD -ENGINEERS AS SHOWN ��"';� Fred Poe, P.E. CONSULTING ENGINEERS R -STREET BRIDGE Director of SR 164 UNDERCROSSING 1oa No. Public Works BELLEVUE WASHINGTON C-6808—I PROPOSED CONSTRUCTION SEQUENCE S BUILT ? 6 7S Drawn y: Date Sheet 2 5/15/69 1 Checked by: of 21 MGA Approved by: File No. 69 STR 2544 SH-14 N A Edge face of tuttom slab \ � DimiP175�or1 N' SR /64 S_E. Slo. zOV74. /6� �. Dilrlpr)siOR S� SR 164 Sto. 2 rd Gb \ Z-Sect/ens Slroain ore on A skew to f SR /64 exceor PLAN Tor Sc-ciion A -A_ 60!0 6'O 2.4=0' Z4V 6,0. L o S g Bridge — �,r CN 'A /P- 73761 V" Tel n 2- G'0 and 1-4=0 Puget f�►'.�r dcxts. I SECTION ` A -A (Normol to E SR 164 �a 5L 4' •CHorizor2kof l;r7e �! ZS' 7v' cn ,skeor (TEA) 25'7g rn skeur Q,o) j2 0,5`on _ og 5;-e>L (TUa) SECTION G STA.11-57.00 REVIS101 1S+ apt Nonnol 13" ,Mil Ed ye 7r'oce o/ boltorn slob (-Typi co/) Web thicknesses vary t5elween Sla. /*50 * f / 72 � SR 164 See sheet /l Note: Slope of exterior faces al all sections equals 1:5 (5 taken vertical; / taaken horizontal along skew) DATE Approved by 7/25/69 Fred Poe, P.E. Director of Public Works -lif Tg.C/e% /52.7.3 /3" �✓1 I I \ N 23' ritd PART SECT ION '@'STA I +72.00 Interior Web thickness equals 1'1 "normal and Exterior. Web thickness equals I-'J'norma/; Sta. / 3 72. 00 fe 5ta. l; 67. 00 9 SR 164 a Z/ey /S3.62 /_0�• p( ' /V= F4 -3'b PART °SECTION G STA.'I +87.00 Inferior Web thickness equals /-'0" normal and Exterior Web thickness equals I -'.3 " normal; Sta P87.00 to Sta. 1-56.00 � SR l64 v moo, M :.5/ PART SECTION G STA. 2 + 02.00 Q. Z Z/e% /.55.41 L= PART SECTION e STA. 2 + 17. 00 a Z Zlev_ /5 30 N= 24-' //3h" PART SECTION @ STA. 2+32.00 v., _ Z r/eV /57. /9 �= S- 25Lai , �1 N= 2S-!a314 PART SECTION C STA. 2 +47.00 LENVIS - REDFORD - ENGINEERS CONSULTING ENGINEERS BELLEVUE %VASI-IINGT()N �� 1��:� , ;1. 1 10-i 4, " CITY OF AUBURN R STRE ET BRIDGE SR 164 UNDERCROSSING SECTIONS /t57 I l t72 Jill Top surface of slob vary or/y bel weer SPoltiorns S0 wr) or) sect ,0Z g E/ev /S8.06 - ��7L PART SECTION . @ STA. 2 + 62.00 Flare loferior Webs from l=0" to 00!"normal and Exterior Webs from I=.3" to Pr normal; 5fa. zf 56.00 /o 2 + 62. 00 �- SR 164 v �a g E/e% /58.97 L S= 25�3" /V= ?S'3" PART SECTION @ STA. 2+•77.00 oa '1 g E/1II 159 66 of 51ix 2t 92 f 160. 75 al - 51u. 3 tO7 S = 3 T N= -S' 3-1�" -- PART SECTIONC STA.2+92.00 t STA.3+07.00 AS EUa 4 "I ell,• SCALE: RE�� Dra. n by Date Sheet 3 •�ttyiw0� ` PJN 5/15/69 Rev. A 1/8"= V-0" p Checked by, 21 OB NO. s A MGA of pproved by File No, C- 6808-1 00,att-� Ir v 69 STR 2544 SH-15 (� ,{ ) 3 41 a j CID / 1 G' / ' m AQ // ♦V•+�,. ate= `, /01- »r 4-436'00GYJ" _ E/eV /Z/. CYO P7z P67 _ 1 I Sto. h1,57. 00 I �05R 51a. L3,'07. 00 g SR l64 - '„ /64 ti f8in1s A1479 .,� M�a g SR 164 .F. K• NPaQa „R. I,T. .U„ /0 Equal Spaces G 15V = 150'-0" „ CAMBER DIAGRAM �.�• 8'9" 3' 7'3" 7,9` Add the above dimensions /o the hol/om of skjb elevations P9 4=4j" / b" '/ " 5'-4 5" shown in /he table 1h/3 sheet to al/oui )br deflections Elvin dead had and No illow,912ce has been m&le for defle<r/ons due /o se//' uieighl of' Orm"k. North 5ve E/ev /.50d3 bri/h See l EF0 /5/.B9 6; "� Vol 0 = O � rl ism z.54 /y�r / #OZ000" L-/0'9V North Side Pet,. 121.00 T 5'7,6' _ South Side Rev.12206 l L=l0'/W, /163 07 /r7d.07 -----) />6093 11195.93 North Side 5to-,ion 1446.07 South Side 5t07`ion 1465.93 X5t0" lSto" 150 -Or /5V /5'0" /5 w; 5.942 V. a �1 we Q : 3 000'00" T=1,5=0r6 " L= 30V;, " 2*OZ 2*17 2*32 247 ORDINATES "ALONG i SR 164 Note : Dimensians os 41rOWV above ae r//7/ sh dime(zsions. " All g-ode,5 es 5/M/7 ore lino/ glode5 5Co/e : A N= XO" /5=0' " NO V 150'0' Q " /5'O" /"93. 07 21 6. 07 Z> 23. 07 2t.0 07 21,10.9.3 Z *Z5. 93 Z*40. 93 2,,-55. 93 ORDINATES ALONG GUTTER LINES (NORTH SOUTH) N 5cal, . a = Ito" Z/62 2,,53. 07 2 t70.93 1,5V Zt77 /5'0' till ,3/b d = 02°0.9",-k5� T- /5, O', r r L ; IV 0V /5=0' w h� " v T a - d •2�03'.5d" T=15'06" L--JO ,6 2*68.07 Z-65.93 Zf9Z 2, 83. 07 3 t00. 9,3 /5`O" Vol 3�07 Dey 160. 75 E/ev 157. S7 �:EL-EVATIONS ht a� E -i North a Seth A /28.22 127.69 , 126.7S- B 131. 91 18138 139.44 C 137. 20 136- 67 137- V D /37.32 /36.79 13785 E 114016 139.53 1140,69 f--L 141.73 /41.?o /42d6 G - 142.59 /42.06 /43.12 // ` 144.16 143.63 144--69 146.24 144.71 145.77 K I 145.56 145,05 146.11 A L 1147 82 147291145 35 M r° 14 7 -64 14Z3/ 148.37 N ,;a 149- 85 149.32 /50.38 P 151- 49 150.96 152.02 Q 152,93152.40 163.46 154.36 1153.83 154.69 S ` 154.36 153.63 154.89 -7 . 155. 64 155,11. 156.17 U , � 156.69 156.16 167.22 - V /.35.68 /35,1,5 1156.22 Nate 'All elevations shown above are lv bottom of bride' slab. North 51M? 'Elev, /.59.74 South Side E1ev, Z0 (50 \ /14�r/h Side Elev. /57.05 South 5/de E1ev /5d,1/ z".9d. 07 31 /5, 93 "'NUILT _ - _..- ....... dw A1T 6 q Approved by k LEWIS - REDFORD - ENGINEERS CONSULTING ENGINEERS BELLEVUE WA51-11NGTON C I T<Y. OF AUBURN SCALE �,• REO ., �.*�y, O ��<�� c �a :q v U Drawn by:, . Dare PJN RLG 5/15/69 Checked by MGA Approved by Sh«< 4 of 21 R 'STREET. BRIDGE SR I64._,.. UN DERCROSSING LONGITUDINAL- SECTIONS Fred Poe, RE. Director of Public Works JOB NO, C-6808-1 File No, 69 aTR 2544 SH I8 / 4 I N 4 Sidewalk 8- 005Pre526"=40'0, 81.,3r510517,d/5ar5/0416 f6 3/ 5,00cesLP6"_1.57-9,3/§Bars /0.512 Reinforcement 40 Spaces / 0" 40 0, 4/ Bars 104/3 /58 Bars/04/3 298 S es G6"14.9 'Or rb'A I1 0�'..Z99 Qrs 20503 Norh Side 6"1 T Per 2 Big ?-F4 Bars 10410 Top; 2 - 4 bars 10410 t /"6 Bar I06/1 bottom - --- - -- Run Too Transyet3e Bars 5 Coniirx fps Len the c' 41-d " Wi ih 2';)Mn. Splice e- Place longitudinal bars a. s/Vwn on Mmdlk section details 3'O` InJ'� Sideu/a/k (Typ.) /=6'6utten- - EachSKle ;;. i _ ---- — — ----- ------------ Sta 0 <99. Over 34 /�� /� J '�4 Bars 10414, l Length 43=6 " - o -le, Role, See Lkt. \\ Webb A" \ \ \ \ Low fbint Etch CellY^Y Girder Sectan S/ab Seciion ` Lap KM n3 Bars Web A" M�L(t�pi' \ \ sheet 7 Place at a#v -� i . \ (T9F \ Web 6" For Web kkkne55esYa./+50 to --- --- ---------------- -- ------- ----------- Note: FOR ADDITIONAL PARAPM -- --- ------------------ ----- Sta / 7Z.00 SR 164, ,See Sheep // r,.,. REINFORCING N/N/CN MUST B60 o f \ \\ \\ \\ 5- Top, s (2rn' 2 yLet�fh�s .3.3'z51 with BE PLACED WITH S/DEWALK X \ �\kr-8 Dii ;4 �\\r— d Dr)�i B 8 DiaAh C REINFORCEMENT SEE StfT /B wement Sedt \ �+ i" 2'O"Min. §dices."'9 S�re.5 &Ird'3C Web "C` \\ .ati �... 8drs Z0506 (Tya Into-lor Pane/v SO ----- � I '-- - - - - -- - --- Ski lt7Z.00 \\Sta /t8700 \\'ta. Z/700 -��-Z SR /64 2.00 2'O Min Splice, ''§ bars .. .... r ------ --------- - --- - Web ,D" \\ Fare lnterior Webs 1 "Per Foot Each I "S700 t See \\ , " A r T9P • �� \\ !_tail Sheet l3 \\ �. \\ ' (gip �m.�m/�ce Web E \\ Sx7`enorr, Webs) .. , ., y In/oASlab S�x,Or 5 de for 6'0" /nfertor Face Oq/ of \ Rut7 8 fx�rs 4 Construction Joint With \\ \\ , , /d x 7z ' ConhtXW.5 5i-dr Key - - - - - - - - - - - - - - E' .�„ tlal /-6' \\ \\. \\ '5-Too�ifl_` 5 Ca�litJ Le /hs',33'8; hutith \ Gutter Line 3-"4 Bars 104/5• /Length&38-6\\ \\ \\"5ddr / Each 0.5%ff S e La With �8 Bars Over Web f 2 �0". 'ices=r A� P \.;, , Web F~ _. \\ BZ0508 ars ' e \ Web, B Z0507 4S (Tqo 'Exterior . r E„ ... \ •� �., , . ;.. . a Chamfer ' - --------- --- 4Bars 10410 _ ��- 'v4Bar l04/3� Side Wall o ---- 1=,3''Norma/ Webs A F 2- d Lars, .3 Ccvtli� LerzOr/ts. e Z' urith ' einfnrcin9 `� a Sta. 1 + 7c? 00 to 2f M. ¢ GN J F . ,3 10" 41in. Splices. Runt 40` Into Slob Sect/a 2. 4 Bar 10517 A..: �,,.:....t;., ,, _,. 1 /;3 Normal ` Bars ZOd� (TU,a Each Web) 51a. 1 *,?0 92 A,41 6 "- ,15e6 = 7=6 - '//a/f Round .3-'4 Bars 10414 Mr1h Side, A 6 " �' /6Ba5 cW 6" Con tinxz Drip 6roove 63r5 104/5 South Side 54*,alk 7 70 Spaces 6=.3-6 -'0 7/ Bars l0 16, 7/ Bars l05/7 Note: For reinforcing and dimensions rot Reinforcement ..35 Spaces & 110 "= 35=0" .36Bars 10413 6* shown see Tpical .�*on below SECTION A A 130 =0' " " 6`O" or Parapet details eifeinforcing REINFORCING BAR LIST SIDEWALK ° //' 5'0• sec Sheet l6 Const Joint With "Cantirx I / P/ace Vertica l . '5 Bvrs ON /0508, 5TRA16Hr BARS3e Bar Size Number Length 7us gear Ke s /0509 Shown on Sheet /16 10410 4 50 4/=B" y l�" 7 d4 bars l04/0 u S�c� 10414 4 3 4,3' 6 10-4`0(Pdcific A rax. 0'//; of PP p Sidewa/k 10415 4 j j8" 6" N. W. Be// 204&3r5 /0410 #5 Bar 10512 Placed e 6 "With Top Slab 10611 6 /0 41 _8" Telephone Gets ti/xaus &1017) ' = Transverse bar5 -. o8TR 0 Web �.. BEN T BA RS 22 o, — a X/ Spaces (P 6 150'-6" .302 &ars 20V3 -'kwlh Side .5Z0-5poces �P 6 " =160 -0 "; 321 Bars 10512 ISO Spaces e l=0"=1C0=0"; 161 Bars 10413 199 =2t " Oot fo Lttt of 5,dewalk s; TOP SLAB PLAN —TOP STEEL io.0" 18e6`9i, I111°2 S1a.2+97.79 I \ ,h Q \ !'d ent Seal t. ,o 20'24' 23 " 56. 308. 96 S -3�`07.0 s I�qP) t� ti 6�1 /7(F 6 "=8=6" .3'/2 /B Bars 2D.�5 Sta. 3f 20. l.3 Sidewa 1k fo be Roadway) 7�mz pagedofler Pos/- d" te/lsiooinq (Tyo%Ca/ Conslruciion ,�bint `��'� both Sides! {�rmissibh Ccnst. <.bin Z-6"Z04' / q°m Ducts cY'et Rxuer` "� QOZ Ove/ Web 0�/{t S For Top .Slab Reinf See Drip Groove Carlin. %ft S/o/� lope �p tS,(ob ' Detd//s " ;, 4 Each Side 10416 /05/7 4 5 152 4'-3" Al/ Dfebs- Bot>om ° " / "Cup. �Yebs A F" ° 4 rlD4/3 Sfa.P1200 ib.5ta orQ 4 T1, P �s Built ( Typ) 2'M601 SR 164 1 SEE sHT.7o'� 5 Stirrups (rtia) /Mote: Slope of !blebs A f " 5 v /�O'Ta lambs B thru f" Sta. Pd7to 5td 265 E SR l64 T p Webs d. . B thtu E" Stv. /f57 fo Sta /*87,m Z SR 164, Except as Shown on Shee t H /05/2 5 _/5ZBTUR 636 8 =IDS " 1 z �� Equals 1: S (S Taken _ L%rtical = / Taken Horizontdl t -' -+- Along Skeur) I 1041.3 r0' ` 10512 r_ �61 22 10416 I NO. I REVISION BY DATE Approved by 5/MGA 7/25/69 Fred Poe, P.E. Director of Public Works 6'Fi/1et(Typ an/ess -C r2mvrIII bb?ts otherzuise noted) . `As RuO ( Typical) S/7c-ter Kets .' ' 9616 D' � g Web C " T SR 164 TYPICAL SECTION NORMAL TO i SR 164 (S1mn tl( flwl )a 9 SR 164 at an Arbitrarz/ 51d ALbut 2,17 and Look/tx/ Back on S/alioninq.) Scale . "-/=0' LEWIS - REDFORD - ENGINEERS CONSULTING ENGINEERS BELLEVUE WA S f-I I NG'I'ON REINFORCING. BAR LIST ;TOP." SLAB STRAIGHT BARS &r Size Number 'LeInth Z050/ 5 . /B 5i9 b27'10" 20502 5 16 32 It 23'4" 20503 5 601 : ZB-0" 20504 5 19 3 Z to27Z" 20505 5 /65`2'�627=AY 20806 8 36 41 `2" Z0.5 77 5 6 46',d " 20506 5 240 ,J'B# i Run Top 5b,6 Top Transvers e Bars d `O' into 61akra/k S,�ctia? Note : Contrvctor ,549// have /tie oplIm '5 Stirrups Run Top Slab Bottom Trans vers e /o make /ra7s dak 51wl bars in - - Bois /'O'"in/o Sidc--tud/k SeC&O full 1eNth instead of so%l� vs 6 f1&Stres.sirh� Cables Fbr Web (Tl/p) for Bottom S/� Rein1' See Sheet /0 for CGS. of Cdb/es. See "BottomSlab Lktai/s' 7 1'res iressiny Cables per outer web Z Web 6' 8 PreSiressinq Cables per inner web As 8uilI Note: Section is irregular in shape when viewed perpendicular to ¢ 5 R 164, bUt symmetrical along skew. Sidewalk reinforcing e dimenslons are identical both sides. CITY , OF AUBURN SCALE R , STREET BRIDGE AS sHowN SR 164 UNDERCROSSING JOB NO. SUPERS 7 ':UCTURE RE IN FORCEMENT I C-6eoe-1 �G Drawn by: Date Sheet 5 pi wtity, O ' PJ N 11 5/15/69 Rev. A Checked bye of 21 s WEM 4 Approved by File No. 00 G9 STR 2544 SH-17 __/ / /' r-r--sue--r�'7/.'� , /,• i vp;j %; P / _SUR. S TA 26*39.04 TAX LOT 247 •TT"^; /�•s-.-r'►�.-�•. _ _ . »^�-,T,lT+-r-;r+t /----"'L J %'i0. f ^y n r M UC K L ESH00 T /.NDIAAP R_ SERVAT , ^/`,/ HE;V)1`<Y K 6 Cif_ OK6E A L L; TM E "r NUJ • 2 /At S�1 y4, °p; Z/, R. - E. W. M. PA?CEL NO. ueq:111014>.0 c. .:.e Sti"r ..orr:f�r ar the jN'i"J /4 o, . le SY'r 4 .:;f Sec. 20; Z 2i ~R., R 5 E . VV.`>et. Thence Nortt- 00°00'00" Atonq <3f raid Sr►11�,,.�. ilj.to "4-. tc th6 roi.,.& �f iric�; Thenoe Nor, J0'':+^'00" xcx'o West I me cf s-a !1 `;1r°d 1/4 382.3� ft to II - the Souther!: Rtgi:t of Wa� Lire of Jt•:+e �ou+e !f4 (PS.H. NO. t ; rce S::.� '�d 69':S`I I" �as} Ato►�a s d� �:ioht �f 4.�av ' ine, 32.01f-k '"erceJ,At ,�C,�i` Ori" 4=V. 1 e 2,4 ft to tine ;^rfhef 112 FIV of ��ib� r 1 ..) •: �. Lne o* w- ,.1',.AeerJ r. r d ; - t 140r+f, 4__' JP' 40' Wes+ A•onq said V v. .. , G t .+ t 'aj : rontamin' '':•'lt.} ' ,,��sy 1 j.,c, �;.:� ark f+ "C> �hE c'� �" 6e.Qi,1r. � . .. 0 .?0 A PAR CEI.- 2 4i_.e NW Cory1 . �v E�• .� the S`" ;4 Of S � 209 ✓E Jd�.. ...IJ �J �.�. -r 2� 1+.' ? .Ci' �... i TL� i1!:. �!'; rlCiF ,Y.�,.�f..; G.'�' _ /1� C. tl � � A�'� � the ter #}h i in� e . Y� C as . e Nv 1 §.'. 20#74. /6 'WES7 L/,'vE OF HE'NVY KENO I'EOP.4E PNCj't 4`y ' f WEST IMF OF SW %4, 3£C. ?v, TWA-7 2i1 Rif• W.M. . K//vj C001vTY, WASH,Wi i7"-.'J . ` I',MiiM�S,',,•, °, �l•j•,1,•'•,, •,2f ''.f , '.,',II .,� ,. ,I �: d.i I, I, .,..:,,� (.'�, �,r, •,Ii MU kt t - DA I A i F CH 132 S Spoka a Street Seattle, Wa%hlnl•on 98134 Cal 206 MA 2 5740 �t nt c t 1 ill qt at 16 tY Ic 19 Is n ;c It •�„�n�swl L :1 . BOA L t ! • _ SD TAX LOT 63 7i TAX /_ :T 2/7 )41 COR. lcEC. /9-ZO 2/N-RSE, W.M. l �a3.as MUCK Lf.`h� 'JA`: EE �FAF 1IF_ h'RY K/N6 4-r-ECRa45 SEC. ZC TNP 2i Nt RSE, W- M I HERE-8> CERTIFY THAT IHE 5511RvFY A.NO T/fE CCL'J4.`�C-5 ANC, T. t� w c i'.,GE� AND ! EGA4 I. F°_ �''. _ SNC'wRr HEM(. vk ,^ilQr �CR. F ,SU.R. STA. /3.64. 38