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HomeMy WebLinkAbout70STR2557CITY OF AUBURN DEPARTMENT OF PUBLIC WORKS AUBURN WASHINGTON IMPROVEMENTS TO 21s 11111 r STREET SOUTHEAST STREET IMPROVEMENT NO. I I -UAB NO. 4ml-10 (09) //N\\bi f M BEGIN PROJECT i I I I L l tl ST. STREET S.E. \ I I ri glad. ST. &E. w w o OIL w M SCHEDULE OF DRAWINGS } CITY OFFICIALS 21 ST ST. S.E, UAB N0.8-I-105 (09)= ® OVERLAY I . PLAN, STA.0+20M STA.31 +50 to a TYPICAL SECTION ® NEW CONSTRUMON MAYOR 2. PLAN a PROFILE, STA, 110+00 TO STA. 112+909 STANLEY P. KERSEY LEGEND, & TYPICAL ROADWAY SECTION 3. PLAN 8 PROFILE, STA, 112+90 TO STA. 118+90 COUNCILMEN 4. PLAN 13 PROFILE, STA. 118+90 TO STA. 125+00 ROBE RT K L 1 N E MAYOR PRO - T E M 5. PLAN a PROFILE, STA. 125+00 TO STA. 129+48.10 ftAY SONNEMANN, STREET COMMITTEE, CHAIRMAN M' ST. S.E., U D 244 = THEODORE B. NICKSON, STREET COMMITTEE 6. PLAN & PROFI LE . STA. I +18 TO STA.6 +95.751 a TYPICAL SECTION RICHARD FIEDLER, STREET COMMITTEE KENN ETH F ITZ I MMONS FRANK SHAUGHNESSY HAYES HOLMAN DIRECTOR OF PUBLIC WORKS LEWIS • REDFORD •ENGINEERS PAT NEVINS, P. E. CONSULTING ENGINEERS BUILT BELLEVUE WASHINGTON 4L°"WWZa_A"m57 TO an. awry a" iIT. 0P. I!i li `is f i�ii;�iiiliii�i�ttlep ;1tMill"sollton"If op 1114111IcH��l,p1���N1 �I���I�I�I���NIfN jN���l���Niq��•Iy�N �I�I�NI�pNI�'=IHN�I�Np1�I�IH�N�+/pia T 3 11 z s W i J z 1 AMrh►ed by: s Pat Nmu his. P E. Diroctar of Public Works PROPERTY LINE 1] 0 MATCH EXIST. LIP TYPE A CURB It GUTTER (EXIST. ) LEWIS •REDFORD •ENGINEERS BELLEVUE CONSULTING ENGINEERS WASHINGTON V s0 s (� 18•89(E) ADJ. N.H. TO GRADE. Q2 18•15(21'RT) ADJ. C.S. TO GRADE. O3 21+00(t) ADJ. N.H. TO GRADE. I- OVERLAY CLASS B "PH. CONC. EXIST `-- t CLASS S ASPHALT CONCRETE 2 -%"WWA CMAHED STONE EXIST. S" PIT RUN GtAVEL 1' OVERLAY ON 21ST ST. S.E. STA. 0+20 TO STA. 31+50t NO SCALE CITY OF AUBURN STREET SOOTHE OVERLAY A STREET TO RR STREET STA. 0 + 20 TO M 31 + SO LINE n NORMAL CROW SLOPE 41AY VARY IN WIER TO CONFORN TO EXIST. SCALE: .RED Drs by: I' • sor bus Cbmallod b o Ios No. ,. • A_ 70 M? sN Due 6-70 '� w•.Itt► a LEGEND IAO►OSED EXISTING 1 1 " 11,'# Coal 111E 1 to, CM ty To TYPE 1 2S on zm�"N") (11'RT) /11N e"uf4' m Pon. CMTRMC111N LINE Oty an (lion CIMST TYR 1 to. CMECt To EXIST 1M w CENTER LINE AT 111#12 ( ) 11ITN 11101' CM FOR. ................. 1001 11MAVE/ 1 I M fTmoll1 (D I" ((i,'�T) is) 0 1! am. --- Eeel Mtn M f I O 100M.I mom) M) VALVE IM TI MAZE. (/Y e100). EIIE ASPHALT � � � Alei' � ENE Cm Null eR 1 / ®1_U M) RN to Room. L T • 107f� x iEMCI © 110•11. M (4) INSTALL MN CAN, �N ----o'— um MAIN :INE O IIM12 (12,111T) M) EI 1e GONE, —• SAS LIME O IIN2e t 13'LT) M) VALVE 1111 To MALE. 9111111111111 UM LINE. le' • 1 I' AVe IE/TN. 0� •(11,2 'Rt an"Ellif/ MAIN INLET S CM1SCttNi • 11ATER LIME 1 L XIST RN. —i ' w1u1Ne _ 11 III+N (11'lT) Ai) VALVE IIR to MALE. : SEEM � as w REIAIMIM HALL s Cm II •I 2' T MOST TYPE 1 Ce• CSRIECT TO 111" (RAIN AT 11t ) /ITN 1"10' CMC ►IR. 1 CHIC CM t iYTTER - tt i • ' CeMS1 TYPE 1 CI. CRIMP TO IS" MAIN At � 1 MIVE/AY (con 91"'A curb S Slitter) Cmw 111• MINT) /ITN !"�f6' CM FIR. MTCN L IM I f 111�22 'LT) MY It' 1111E 9S1C 1.1. TYPE C. KCSI- ClMFeR1t LINE ST411P CMC e// TO 41' LT. RISIT OF 11Ar LINE 109 t95. 95 0 LT. 14 111 •S2 22� LT CeM/T 11� 1111E CINC 1. / TY►E C • RECSI- T. R 0 CATCH "SIN TYPE I '11 TI 41' LT. Q RAMNIE is 111•S4 22'RT CINS1 11$ 1111E CDC 1'11, TY►E C. RECSI- VALVE S1t111C1 %11 TO 32' IT. ,. 3 i_ , rtoRM11b' O 11ATER MTER IS MINI (22'RT) CSNT 21' 1111E CSI C 1'11. TYPE C. is i� • f :, POLITY //LE 11 112.24 (22'Lu CWT 1!' 111E CINC 111. TYPE C. WON- ----t 11T I L I TY ME ARM STR11CT CM 1.11 R No LT . GE A3>a 19.6 11 w ri 1E 10. • L1 .goon OXO "r s � 0 i10 3w ` s NOi1Si Nk IOOi L . &-A 0 / n =00 OF 1E i s 7i- Ili = CAOMW A wv r 11 MOZ I soap ism POWP.Me a" i14' ' 4 .s 4• 70" YtREET LINT M IMIMAIRE tI 112•56 (221RT) CSKT 29' /IRE CeNC I'/. TYPE C. I IAn IN ECU#L stem as. 111 112•58 (28' I1) M) ■ T! am. Zf F IlIE NYMANs © 112N5 (21'IT) N) ■ To MARE. t I ® rI1111REt1k F*J 1 w T � TREE. IECIR11eeS ze' TREE, :NUKES 11 � � _ F _ � •♦ �"� (T`, EIISTINS SANITARY SEVER TEE -- - — i Q IEPTN OF SANI TARY SEVER AT R I SIT IF ally-UW `T WAY LINE IN FEE r A � Y= .'JG I ,.,�i. Ai Y a EOk.#AriS" I- —;---Fr EVE Y CROWN SECTiO!'J FROM �Ia. ILO r�G R/1M 10 i'A. ia6 i-.141 w� 1 Y=iL, xt 6" &RAGE RE'V15E0 5EPT A, t`37S ISY CTA LEFT I RIQNT i I 5 L. Y= J�0*h, E__v -iE�Ev T C ZZ' 3 Z : Az A. Y=;L S.EKiVEu/ x` V ASPHALT CONC. I CLASS B. 2 LIFTS AT 11i2" EACH. 4" ASPHALT TREATED SASE. .CEMENT COW. 4" SPECIAL BALLAST TYPE 8-1(TTYP)CUNB 8 GUTTER COMPACTED SIMADE TYPICAL. SECTION 9 c.RUwN POINT f110M STA. 109+60.e16 LT., STA.10!>+U-N RT_--- TO STA. 129♦4A-10 - - 22- 21 ST S I IEET &E. NO SCALE I V1;k U�- --- CROWN SECT101V _ FROM 5TA. IZ5t00 10'5TA. 127*OC Approved by: Pet Nwbk;t E. Director of P'11NIc worts i s 0 Lj .s" tow , M a r W01 .... . .,. r, %........... M.rltI raw '' LEWIS •REDFORD •ENGINEERS 21ST STREET verts few �W y: s CONSULTING ENGINkERS E SOUTHEAST jog NO. K STREET TO R STREET BELLEVUE WASHINGTON STA.I 10♦00 TO aTA.112+� C 6E60 �a rF► 00, 11 ''A'1'�tly'1�'Ir,rlr�l Ihrl�r/�r1� f�1�HIrM�r1�IrN�H��M��lr4#0111116 IIrI•ir��tr �1Np�/'i'p '1'Mt'1 I I iN1 MILT) COW 11' I1101 Conk 1 1, TYPE C. AECM, STMICT COW 1 1 TO 40' LT . 2J 113+11 (1'LT) M) NI TO am O 113+54 (22,11) CONST is, plot Cm 1 0. TYRE C. T4 11345 (22.5_) RELOCATE FIRE WOW 1< VALVE M. Q 113+11 (22'LT) CM 16' RIIE COOK 1 1, TYPE C. �! 114+11 (22'RT) (MOIST 12' pill Cm 1 11 TYRE C � I 0 MON (2201T) CONST TYPE I CI• CONNECT TO NI AT 114+20 (13'11T) 11M 0"10' CM PIPE. G !14+20 (22'LT) CONST TYPE I CO. CONNECT TO NI AT 114.20 (13'11T) 11TN O"x35' COX /1►E. 114+21 03111T, CONST TYPE I-5 0, CONNECT TO NI AT 110 •12 (13 1) 11TN 15"1400' COW PIPE - 10 114+04 (22'N" CONST 12' 1110E CRNC 1 11, TYPE C. II' +02 20!M M) 0 TO OAK. 12 RTt iT. CR OW T TOP CURB LT. g 114.68 113 IID+N.O (22'lT) CONST 10' 115E 9011C Oil, TY►E C. RE- CONOTROCI CONC 0 1 TO 32' if, 115+21 (20101) a) A TO mm. 115N3 MILT) COW 10' 110E CM 1/1, TYPE C. REM, STROCT CM 1 1 TO 32' LT, MLAUM MOST 10' 1111E CM 1./1, TYPE C. I1i+41 (221tT) CONST It' 110E COM 1i1, TYRE C, Pot Nlwasel Director of Public Works IIiKf 41,IEp M) EiliT BOB gm T1 am, 11h11 (I suT M) NI TO am llh1� (0'LT� so) Ma 014 1O am, 11 n's tl'RT) A/) Rl To am, ! 111•M.42 tt) A!) E><IST IION an it /RME. N I I I to" MILD A1) iALVE 10O TS am, ( 1 ! I 11190 122'RT) CONST 22' 111E CM 1/1, TYPE C, � i f MILT CO W TM I n • MM 10 M AT mo, IO (13 RT) will O" t3i' gm PIPE, / ' _\ O Ili+11.5 112,1'RT A1) NI TO ORME. CONNECT TO NI AT 114#29 MINT) RI N 154451' CM ►IIE. 13 t i 21'NT1 A/) VALVE MN TO OAK (17 OT11M), ss" 24 111+12 (2/'RT) IS) w TO OAK, 0 111+94 (2921) REME EXIST. (RAIN INLET AM CONNECTING PIPE. PLOD AT EXIST. •.N 21 111+11 MIT) C11111ST 25' RISE CONC 6/1. TYPE C. 27 117+10 (201117) AS) M TO ONE. I I I I LEWIS -REDFORD •ENGINEERS BELLEVUE CONSULTING ENGINEEZS WASHINGTON CONC 0/1. TYPE C 11843 MINT) M) A TO ORME, CITY OF AUBURN 21ST STREET SOUTHEAST K STREET TO R STREET STA.112+90 TO STA. 118+90 W v c. Ile TOP cm RZtL7 C1iOWJlI FUN 7 ►a° --p— �� OP CURB m fCALE * NolizI 1 • d Volt• 1 • 4' ). R:O�, v� ��� w4sy� O ���� 0�0 s Drew• yr: Dete JF11 _ M C►eeke4 ¢ .e dot Shoot 3 of; Tom No. 70 * STIL 2557 SM- 4 (ST. IMP. 1211 III II1111�11III11�11IIl�t�l�t�l��� ��yJ`►r rf►'►, ( '_ I' c�'�NIJt -1 1 Mii At ',� I�•l►= "' 'rK[, --�J�.f r�rc i _ N ���N��r: _f I w1t► ..r lr'� 1'14�_.%) ►� hf( ►♦. .i I II'F. m wl. !►J/uF. - 4 Wooster IIMHM a" Ww • (l ttIL+M (12'W COST 12' VIK COILr 1/1. TIP[ C. U u0•15___ (221IT CINT 160 fill CINC 6/1, TYPE C. 11 121!M (1312T COST TYPE I•S RN. CINNECT TO RN AT III li ' •40 (I' RT) WIN TN 11"x 2N' CONC PIPE. CONIT M' Rlll COX1/f, TYPE C. @ 12!•t2. i (1'��,j M) 0TO IRATE �2 LN- 2� 122� MST 22' fllE MC 1/W, TYPE C. Oi 1t1+N.1 (22'lT) CMK' 11' WILE COW0/f, TYPE C. � li 122+N.2 (22'lt) CIIKT 24' WIII COX /.�. TYPE C. 2! •40 Z2' CiIKS i' iiil 12 •II COST TY►E I CO. CIIWIECT TO N AT 121• @ 1� ( 1T MC D/W, TYPE C. 03 i1Mi2 (20'LT) NJ A TO iIME. O 121N/ (22'tT) CON:T 22' II/E CONC 1/f, TYPE C. (1 'IT) WIN NxTD' CNIC PIPE. 1T 122•i4 (22'RT) COST 21' WIDE COW D/f, TYPE C. • � � ^ ® 121 11 (22 LT) COW 20 VIN cm e,7, TYPE C. O IIIHi(2i.1'lT) Ml iN TO BADE. o/ 121•1T ( 1'LT) NJ M T1 IRATE. 1©11141 (211T)MST TYPE I CO. CONNECT TO M AT 121• lO 122.12 (27'11T) N) 0 TO ONE. � (12' IT W I TN /"xI' COW PIPE . Q ! 2i+T0 (Z1 RT) Al) w TD fRAfE . 11 �5 11" (22.4 .�) RELOCATE VALVE MS. 121.82.1 (22'LT) MST 20' fill CIIIC 1/1. TYPE C. 10 122N7 (220LT) CINOT 11' 111E CINC 1/f, TYPE C. ' 14 121•50 (21'RT) 01 A TO ONE. 0 t24•I!�(M _►� M1 fR TO ONE. RECONITRlNT CINC 1/f TO 41' LT. a, V. c. L IITf76 0 IT-92 "Ok 11*001 11i: 11S.42 li:S/:. r ....... i... '..::.. ;. ......TOP E 11/.Ta.. Ili.sat... �,saFa :: M��.26•:: € 116.42 J19.5p J19i.T5: 16.62 120:06:.'. 120:2$ ....:120 42...... ii20:'S6:: IZ0:61:. ....120: ISO+'S0 20.3i: 12�:?a: 120.1� IZ0 00 € .. € �.... ::.................i......... 1 +. - . 120 121 NAM d Ibf. NM / I I N .�w�►i:� rra� � i T cm 124MY_s(22'lT.) COW. 27' WIDE MC D/W, TYPE RECMiT001r1 ORArEI D/W TO 43' LT, 11' 911E. ® 124#41 (22'IT) MST 12' WIDE MC D'W. TYPE C. ifffiMiM ' I CONOT 12' fill CIIIC 1/1, TYPE C. 1/9 TO 41' IT. 41 ■ T1 NM. i" ,1 r. . l T IE :io.ke qT. ti r� ZG Z� o 1�1 p -. R►6mT FOK CAM I TOP AWowed by: Pot NOW I Director of Pubk Wks LEWIS •REDFORD •ENGINEERS BELLEVUE CONSULTING ENGINEERS WASHINGTON CITY OF AUBURN 21 sT STREET SOUTHEAST K STREET TO R STREET STA. 118+90 TO $TA.1254M SCALE: Vert• few JOB NO. c"" 125 Draws by: Due Shoot 4 011 ksektl of _�_ (STOOP. III 1 ��'1'Nj,�)",1')�'IrNi'�il�" f'Ih�If�flf�NflflflfMlfl�l�l�Ifif1�1>f)�I�1fi�,�II (D to*n-7 t22,LT) call 10' GIs em o/w, TT►t c. m. C011181 YCT cm 6/11 TN 11, LT. �! mm.l cf"m call IS' win sm o/11, TrK c. a- clNSMT Cox 9i11 10 41, IT. ChKAVE fMYkSP o 9.6-10 by crA. ( (m i %T) Ali Fix NrMM n MAN. QI + owl 11' •IK cm 8/1. Tm c. 1a- OumT I/S TV 41' IT. 13 141•0/ (l'LT) AS) N TO MAN, 11 c"T TT►[ 101, mocl TN 0 AT 111• (1 N Sol ri' cm pin. 11 1 ' CMT TT/L 1.5 0. Imp 10 0 AT (MIT) /ITN rx VOWAI CM ►I►l. AWeved by: Do soft of pwft wo LEWIS •REDFORD •ENGINEERS BELLEYt1E CONSULTING ENGINEERS WASHINGTON ITY OF AUBURN 21 sT. STREET SOUTHEAST K STREET TO R STREET STA 125+00 TO STA. 129+49.10 10 CONSTRUCTION +4e.i0 in ♦10.10 SCALE: Horla v low St vorts Fee Joe No. CON � sal sm. c=k w xr wansm Tm OI a R S[ &L;rs""= IL. Pour °"" * 0" � 5 JFS It,� � —s- �1 1.2704'11 A/) 111 N MAN0I.21. ZI(1' 11) Ml NM TO MAIE Oi t•i1(21'1T) M) CVTI MAIE �4 2+N(I I' lr) ciM:r is, CON�1 2N1 11(E) INSTALLIQN CA:E �1 I+i1.Ga(g) INfTAII MIN CAfE N PRO JECT 244 Z Ii/, TYPI C. o\ r Rww s � = Na! a4•� L s 31.60' T s to.Z04' O1 2+31.71 TO 4+77(2101T) CMSY 4' VIM CEMENT CM 1/1, TIM 1. OI 4+76.11(II'11) CWT TT1E I Cl, CNIIECT TO CI AT I I T+01' 91(22' I1) I I TN 101 751 CHIC P I K . of 111•q.N(12'11) CWT TT►E I Cl. CNNIECT TO ENIf1 a AT 111+77.1,!I2.7101).MITN #as 23' CNN► ►I/E. I© 117+57.41 T/ 1+11.01(22 S'+lT) CWT 4' CEMENT CONC 3/1, TT1E I. 4 S E R • M71 �/L • T s 60.T'!t f n [7 • u %!0 01 RO' se 33" / L•4K41' Tebt� R• A • s t '" R s " 34tr ` ow T e lawn' As Le T� L s af►f1�� • i m e goo >w4d L e 8.6ts' T e an"' 00000000 lop 4001, 000000 0000 i SW 6440. LED 244 4r of" LEFT 1 MONT .......... :. ...... ...... IINI'pl E)tl� l E E .>� i E d ..: _...... .... ._..:.. ,_....._ ._._.... _ r ...__ _.... !_... _:. _._..... ? . ...:. ......... _.: .... _... ..... GROUND E ' ! Mono Ia,�•�.• •� .• �. .�ti. .:i' •✓•' • ,ice• �� ��. ! ..... _.._. __..._ i... t 1ENT CONIC. NN)EwALK. TYPE a I fAN 4WT CONIC• RENT OOIIC. TYPE •. M 117+5x41 TO NTA.6.15.00 CLAN: NI. It LFM AT 11WENK NTA. 4+3m TO M 4+17 I 4" ANPMaY.T I I • ;.. —1T ._ _..�_.___.__ i ..__ . ._......... _. _... .....:. _ r ..... ......_ .. .. ._ .._ .. . _ .. _ .......... _... _ . _ _. _ .. ..:..._..... _ ......_ _ ......... .... cow CUB s NIRTER ... I ... I . 4" NPECIAL N+ALLANci TYPE 5-1 .. .. .. PONLAMMLAWgown Approved by: pot OMoo/ etor POW woo LEWIS -REDFORD •ENGINEERS BELLEVUE CONSULTING ENGINEERS WSHINGTON CITY OF AUBURN M STREET SOUTHEAST 22M STREET S E. TO NORTH OF 2W STREET S.E. STA. 1+18 T7 STA. 6 + SIM =CALK: "Wt = re ac vwt = raw JOB NO. C 6950 p, J. Ice. QA► Os�e y: Due gmec 6 op Cbecked ti � s CTA _ 'rrv*! role Nw I 100I+ALltoo IIIFlopoorl"NelI1�l�I�rN+N�j�1��Nh�1�iH��11�+1111�1� ,. �... ....,_�... _.... _..a. ..._....,. _._.� i.w,�. �_.-_w,�.._ �.........::..w...._ ....,._fir„„.. .� ...-... ...::'...i.. 'a..r�.+w.-..�...... .w...r._ �,... .i �......_.._...,....u✓a...........�....w.r..rim.�W�.ur.L..c_.......�.Y..i.a..�.a.e...r..........a.1.,...........a..._.,.......................a�...ivr..,........�,_.�......_._.�..........._......�...w .. ..�........ ......r_ _. -CITY OF DEPARTMENT OF AUBURN AUBURN PUBLIC WORKS WASHINGTON IMPROVEMENTS TO 21sT STREET STREET IMPROVEMENT N0. ui /N\ Li cri w Z- 21 ST. STREET S.E. ui �\\ \\\\ \\\\\\ a ui U) rw SCHEDULE OF DRAWINGS 21 ST. ST. S.E., UAB NO.8 -1-105 (09)= I. PLAN, STA. 0+20TO STA .31+50+,&TYPICAL SECTION 2. PLAN & PROFILE, STA. 110+00 TO STA. 112+901, LEGEND, & TYPICAL ROADWAY SECTION 3. PLAN & PROFILE, STA. 112+90 TO STA. 118+90 4. PLAN & PROFILE, STA. 118+90 TO STA. 125+00 5. PLAN & PROFILE, STA. 125+00 TO STA. 129+48.10 M' ST. S.E., LID 244 6. PLAN & PROFILE, STA.1+18 TO STA.6+95.75, & TYPICAL SECTION SOUTHEAST 121 �u B NO. 8�mle=105(09) I w vi iL w vi cn OVERLAY C NEW CONSTRUCTION LEWIS* REDFORD • ENGINEERS CONSULTING ENGINEERS BELLEVUE WASHINGTON w cn I' 22 nd. ST. S.E. PROJECT 21 ST. STREET S.E. ti 140 ti cn w- CITY OFFICIALS MAYOR STANLEY P. KERSEY COUNCILMEN ROBERT KLINE, MAYOR PRO-TEM RAY SONNEMANN, STREET COMMITTEE, CHAIRMAN THEODORE B. NICKSON, STREET COMMITTEE RICHARD FIEDLER, STREET COMMITTEE KENN ETH F ITZ I MMONS FRANK SHAUGHNESSY HAYES HOLMAN DIRECTOR OF PUBLIC WORKS PAT N EV I N S, P. E. RUILT �....,., Q looq I V , I K z001 SH•1 (ST. IMP. 121) J N �--` :� �' �' �. . 10 �, .: :.�..i_.:'...��, t'. s_;Ly� � ,,fir,... f ,.�, .� s .. .. �-. .. r ". d. - ...-wt+ w+1. u. �' '� �T,,yy;uiy4���ys,-f.r^n. { s� .. . � .' .. - - r ... ,.G y .�-,�..- I 113+00 (22'L1) CONST 10' WIDE CONC 0 1• TYPE C. RECON-. 12 115+08.6 (22'LT) CONST 10' WIDE CONC D/W. TYPE C. RE- 17 116+63.42 (it) ADJ EXIST VON CASE TO GRADE. 117+92.5 (1'RT) ADJ MH TO GRADE. OCT STCT CONC 0 1 TO 40' LT. CONSTRUCT CONC D-W TO 32' LT. 28 I O 113+17 WILT) ADJ MH TO GRADE. O , 18 116+71 (1'LT) ADJ MH TO GRADE 29 117+98.42 (0 ADJ EXIST MON CASE TO GRADE. 1 V I 13 115+21 (28 RT) AD) WY TO GRADE. ( I , O3 113+54 (22111T) CONST 18' WIDE CONC 0'W• TYPE C. 14 STRUCT CONC O/W TO 32' LT. 115+43 (22'lT) CONST 10' WIDE CONC DI/W. TYPE C. RECON 19 116+75 (9'LT) ADJ VALVE BOX TO GRADE. 30 118+04 (161LT) ADJ VALVE BOX TO GRADE. I I I I 31 118+35 (22'RT) CONST 22' WIDE CONC D/1• E, TYPC1 4O 113+65 (22.5'LT) RELOCATE FIRE HYDRANT & VALVE BOX. I 15 115+87 (22,RT) CONST 10' WIDE CONC 0/W• TYPE C. I O 113+81 (22'LT) CONST 10' WIDE CONC Dill. TYPE C. 32 118+40 (22'LT) CONST TYPE I CB• CONNECT TO MH AT 118+ I 3 16 116+49 (22'LT) CONST 10' WIDE CONC D/W. TYPE C. 40 (13'RT) WITH B"x35' CONC PIPE. I 26" Fir O 114+11 (22'RT) I;ONST 12' WIDE CONC D!W. TYPE C.1 118+40 (13'RT) CONST TYPE I-5 MH. CONNECT TO EXIST MH 3-6" Birch . 3" AT 116+77.5 (12.7'RT) WITH 15"x162' CONC PIPE. I I I I 0 I I 1� a kAfw,lTi7N � I JJ o 3" Birch Cic ilFJ F; 1:j7 I fE I V . 1 3 o � U v W--------- !2 - ----_----_-- 16 I ---- ------ �� -- ----- ____ W --- ---- - ---- ----- ---- 14 -� - 6 w x 7_ w W w w - W w -r2- --- - I- v' 4 g " w o w - w W I w W w N G E. 114.75 f- GTiff- RCiVfJ FLINT 3 03 3 , Gr°re G.E.11690 N rn - -� IB" s Ic 1122s II 2CST-$TR 18-------- -----� LE.114.40 w w J S 114 o s s s EETS:-E: S I g S y _116+63.42= I7 19 _ _I I m _ S, S 12" 1 2E1 I8 p?�, : 0 W V Approx. Location rA 9 J m 3 Z_ a 15 e• s H N - 7. u 9 - 8" xisf.) 15" oa, I 22 25 Q� rb ,. .. r .. .,... G.E.114.75 �� 2�-- II +98.42 m- LE112.25 " - --- 5---� AG --6Sm. I. P. �... --O 6 6" ST W I. P.n,G GG T" 13 15 Gr°reI 2 Fill, m x - --x--- � "!v31g�12Cedar u IB"sties 1 1 i�x� $ � I I I�114+20 (22'RT) CONST TYPE I C8. CONNECT TO MH AT 114+20 1o"Cedar-(13'RT) WITH 8"x9' CONC PIPE//� 34 118+45.3 (22'LT) CONS 10' WIDE CONC D/W• TYPE C. 4+77.5 3'.RT) WIT AD1 MH TO GRADE. CONNECT TO MN AT W O 114+20 (22'LT) CONST TYPE I CB- CONNECT TO MH AT 114+20 ( NC PIPE. 114+20 13'RT) WITH 15"z258' CO W I (13'RT) WITH 8"x35' CONC PIPE- \ 23 116+86 (21'RT) ADJ VALVE BOX TO GRADE (BY OTHERS). 26" I F- O 114+20 (13'RT) CONST TYPE I-5 MH- CONNECT TO MH AT 110 1 co I 36 118+63 (2B'RT) ADJ WM TO GRADE. +12 (13'RT) WITH 15"x408' CONC PIPE. u �� 24 117+02 (28'RT) ADJ WM TO GRADE. I 1 I i 10 114+94 (22'RT) CONST 12' WIDE CONC D/W, TYPE C. 25 117+04 (20'RT) REMOVE EXIST. DRAIN INLET AND CONNECTING PIPE. PLUG AT EXIST. M.H. I 28 117+11 (22'LT) CONST 25' WIDE CONC D/W• TYPE C. I I 11 115+02 (28'RT) ADJ WM TO GRADE. I • 27 117+09 (16'RT) ADJ WM TO GRADE. I I I ...::: ...... � ..... f ....... .:::::: I i ; ! .....-. ....... ; I I 50 .V.C..... Ij ....... ....... I ....... .....- .......i....... I ............. ^I f , .. • ..... . i . .. .. . _ ............ ....... ... .. ....... ....... ....... ....... ....... ....... I ...... - .. r - -----._....... _ _ I .. - irk 1� r.z .lJ4.n i�iv` ( .... . . ! I _ . ....... .. ... i ....... 1 .. ....... ....... ' IT. I ,n + 1 1- ... �- ...... .. .,. t� In .. I I I .. ...... _ •::: ....... s -- .- f .. ...... ....... + ....... ...... . f� ::::. o ....:: ti i I--.. �I _' _�r . v _ ....... ......... i ! ... .... -___ ._� fr, - j ....... j N I .... I ....... I i a - .+.1. _ I O ...... k i tV ...... Ci i .. l tD; N ....... i' - ..... U) T� .... - I I f j ..... ... -i t- 1+ (�I tD .... .� W , i ...... I ,.: r- a [ \S .. .. ....`a ... 1 tt ( ... I _�_.._ i j . i ....... - K - I- _._. I NI I W - i Q--PROP_OSED_� ;,, 1- I i i Ij : " �J :::::: �- ---.. I ....... ::::::: jj .. - . - .. I ....... ! ....... E n - F-::: cu1G :4�P r 1. - I� r - =cu' i - ....... .... jE!! .... c� �`urt r�lioT: .. ... y - i I 118 : ... .... .. .. ..... o G.E: (17a3 114 ....... :� I } - -- I � j ..... ...... � ....... ....... .T�I: ';1aNT' -.... ....... ......_ ....... ....... .. 'G.E.116.30 ....... .......-...... ....... .. ....... ...... ...... ....... ....... ....... -t-- - -__ _ ... ..... ....... ...... I I ..... ..... j.� I :..: i::::::: ......: - ...... 14 0046 .. i ...... ......... ... ...... .. I• •• ••••... ..... ••. 2OSTORM DRAIN •• �,�S 0.0053- I ' S-0 0046 • i • 1 ' �:' .... 15":STORM'DRAIN IS STORM:DRAIN' :I........ 110 (= . . ..... ........ ,:....... - _._-- -- - 15 STORM DRAIN I - ; :....... j _;-/ r- ___.__.- ---... i -_- ! -_ ` + I.E.113.30....... . I - ..� ........ I ! I ..... l ...... I.E.112.54 ( I I I I.E.2.56 ...... . I i I :.::::: I :...... i ::: j ....... ::: ....... I. E.111. 18 :: ' : _ __-i_' : ' ' ' -- -_ ... I �. ' ' 110 ' ....... i j ::::::. .:::::: ::..... i .. 3 i -j` .... -i i ........' ....... { 4 ! 1 t. . i I i ! .. ...... .... I ! .. i. I i.......__-..___.._...-_._ . , ! . . . . . . . . : . I i - I I _ ._...-_...__ .._._._-.__.I__..-...._ I ___�....._-__...._... .. . . , . . I ......... i ..... - _._ ___.__ _�._._. _ - 1-........i-....... I I ....... I ........� ....... ! i ....... .... ..... I - _ ___.. I I i . i.........:....... i ..... _-_- i ..... ... _ f ..... . ....... i i ! i I ....... I- ....... .i- .. I i i .. I I I ....... I I ii ...... , I .......�.. I ---: '...___-_ I........:{........:I........ ....:::' '::.....' '....-.. ;........ ::::::i::......'l:...... I ; _ ;. _. 1 ..... TO[, ! _ _ t ...... -1 _._ i �_ I , RT. L T, I J - __ i:........ is ........ .j--. .i.... RY a ! j i i 1 ... ....... (( tt '.7] :ll7:-Y...... 117.3T:... :3 ;,,, gE U CROrJJJ 1 _I s : o w l - 7 11.1.�31 (15.01 ... ^ i :....... : i : , or WA ,�' ^ .. fir' ��%iC I lit I'L ! ... li 3:2� .... '115. i5:.:' .. I .. ..... .< .... . lU 3 , . I 4. :ti;5:s5: IiS,o. ..... ' il.,,?g:.... �, f I < W I T :I : : il�sg: :IIc:�O : ii�.:11 :Cl' �� ... < RT, LT. j i I . . . . .. . .. . . (d. i 1 _ ..�3 . . 1 CGi.M * : I:I �n �:j :..... ] . .r'- 1 0 . .: :. I, ?0, I i .. , ........ : : :........ : ........ -- _ __ I ' - _ -. - _; __ � I • ..... ........ I � 7. . ►.1 ... ' ..... CROWN C�� 1 ....�..... I :..:::..:I...:::........ 1 :I: ... .......:j:.... r�3 T 2" � .........3:..... ils.��... :1i s r II -..... ....... -'--- _. ''o,9 j POINT j I 7�• I1_, .... I15.9�... :11_.t�: s' ` I ,o ... �� ,� F- T0, ! . .................. i ..... . I j ...... ... ss :114.68 ! j' !. :i:.. :I: �:....... jj :i:... NAL:E 1 14.80 : 1 14.93 : : 1 15.06 ....: 1 15. 19 ..... 15 I • :1: - ......: [ :...... - DATE/1-� -- CURB LT, I . ii :1 : I : -�-t __ . �s- _: i I.•....... ... .44 .;.,..115.57:....:115.70 .....:Il5:83 ..: :115:96 :(:...116:08 ::II' :116.34 :116:47 I ;........ #:..................1 t ........I...... �_ �. I........ :....0.21:::::: j :116:60 :::':116 73•::::::116:85.:: :116 98. ::::::::j:::::::::I:::::.:. j TOP 113 I , 1 ....... ....... i 114 115 •1. ;........ ...:j:.......: :.......:.:.......: :.......:�:.......: :::::::: 'CURB RZ 116 117 118 CaRApE REV16E0 y$•lJ by GTA- Approved by: - - �"`' CITY OF AUBURN SCALE: �. R,n�` Drawn b __ LEWIS -REDFORD -ENGINEERS tioriz: 1"=2a ,���, 4��•�,,� O by. z°"s9 Sheet 3 21ST , STREET SOUTHEAST ' Z; 6 Pat Nevins, � � Vert � I = 4 Q -• o Chested by: Director of, ;�.: CONSULTING ENGINEERS = CTA 6 -70 1oD No. K STREET TO R STREET p °��' b Public Works DELLEVUE WAS}}[NGTON STA.'112+90 TO STA. 118+90 C6950 S�ONAL t�1 70 STR. 2557 SH 4 (ST. IMP, 121) 0 3 Ol 1+27(14'RT) AD) MH.TO GRADE Z O 1+38.20(9'RT) AO! V9 TO GRADE. O 1+56(31'RT) AD) CB TO GRADE. 44 2+48(18'LT) CONST 18' CONC 0/9, TYPE C. O 2+37.78(E) INSTALL NOW CASE. O 3+55.693) INSTALL MON CASE_ BEGIN PROJECT STA. 1 + 18.00 LID 244 U 24' 0 �Q m It3Et30"M"= m COO O 0+00.00 22 ± z M STI S. � A 2 M w , 1. W &10401 1 3 EET S.E. �45--r. . Wl 2 S --z_ O7 2+37.78 TO 4+77(25'RT) CONST 4' WIDE CEMENT CONC S/1. TYPE B. O8 4+16.60(18'RT) CONST TYPE I CB. CONNECT TO CB AT I11+03.30(22'RT) WITH 8"x 75' CONC PIPE. O9 117+03.50(22'RT) CONST TYPE I C8. CONNECT TO EXIST MH AT 116+77.5(12.7'RT).MITH 8°x 23' CONC PIPE. 10 i11+51.41 TO 6+15.00(22.5'+LT) CONST 4' CEMENT CONC Sid. TYPE B. 1 x�---- x s ``4 R= 200 i. 116+63.42 21ST ST.= 4+6900'M ST. EXTENDED \ � G.. ttxl7 \ TC.116.74 9 o j/ R=20' 33" 2 / / ' T=3790' R=2d TC. 6 T.C. 116.78 T.C. 116.79 4 0= 33045'53" V R = 106 G ifr L= 58.93' , \ v Q-730t � R = 2d \ \ 0 L = 255 T=14.81 \ . \ d TC 116 A5+01 .50"M"= T 117+75.25 21ST -`L \ Tr ur,7n \ . ,.. R=2d +' R=E C_ 116-87 T.C.116.80 T.C.I16.74 / x �OD / �. �0O P 116.62 C.II6.68 vt END CONSTRUCTION STA. 6+45.75 (RT.), 6+95.75 (LT. ) LID 244 ---------- -" v i - \ T.C.116.69 ICON FORM R=20' 0+57.62 TC.117.60 Ot37.62 p = 900 34' 5�' `\ �� �Crr 7 x 8 �� . c TC.116.78 ZI L = 311..619' �P TC.117.21 ry II (V T = 20. 204 m o 0 \ `P 0 N III 0= 33 46 4d \ �� R=2d \ ,b TC_116.90 - s - ° G E. 116.13 cv M R = 200 �r 55 t '; ;s T.C.1R.14 , v R - 2p' 35 40 17' 17' + L = 117907' h LE. 113.63 T = 60.722' ���{9 \ a+, \ `m TC. 117.34 R'20g6`�o L = 31.623' \\ 3 \ 35 T = 20.208' 0= 550 38'27" f t\ a " TC. 117.42 R = 20' o \ o `\ / rD L = 19.42' \ \ �Yhh T = 10.55' \ ,-. R/W R/W \\ �\ 25'- 3d 25'- 30' \ 18, is, 4' 6. 18' LEFT I RIGHT _ 18" 6., L.G 4�� I I� .... :: ::..... :: ::::: : :� _:::::.... ..:......... ....... ::::::::::::::::::::::j::::::::::::::::::::::::::::, V. (L EL.)-(0.3Ei I � EL)-(042r �. EL 0.10 + ........: I :....... : 1 :....... ::::::: :::... . MATCH EXIST. ELEV. ) I J+( ) n ....... ....... .I. .I. ....... GROUND '� 2% M MATCH EXIST :...... .... ..... : .. 2°/ I 2% GROUND ....... ::::::: :::::.. ......%: I ..°.. q.� ....... ....... ...... . �•. ,a: 0 ,o. •o. _�o _ ...... .......... .. . I I ....... ....... ........ CEMENT CONC. SIDEWALK, TYPE B. I 3"ASPHALT CONC. :::.... .... : :.. ......: ......: ::::::: ......: ::::::: ::::::: ::::::: CEMENT CONC. SIDEWALK, TYPE B. STA. 117+57.41 TO STA. 6+15.00 CLASS B. 2 LIFTS AT I I/2"EACH. STA. 2+3778 TO STA. 4+77 " " " " ' " " " ' " " " ' " " " ' : ::::::: J ::: ..... :::::::: ( ..... ... � . ; ; ; 4' ASPHALT TREATED BASE CEMENT CONC CURB E1 GUTTER ::::::: ::::... 4" SPECIAL BALLAST TYPE B-I(TYPJ :::.... ......: ......: ......: ......: ::::::: COMPACTED::::::: ::::::: :....... .:::.:.. I I SUBGRADE ... j ....... TYPICAL SECTION ::::::: ......: ::::::: i FROM STA 1+16.00 TO STA. 6+45.75 RT., ::::::: ::::::: ::::::: j" ....... -x - STA 6 + 95.75 LT. .: .:::.... ........ ......... ......... : I ::::::: W M STREET S.E. 21ST ST S.E:... I :::::::� NO SCALE :::: ::::::: ~ ( + I' ............. 40:V.0 .... :.::::�:::::::: ::::::: ::.� ::::::: . t. 1.........i...... p p I p .... to :..... ..... 0 I ( i -; o ( ....... ....... ..... Z .. .... ao 0 I ' ....... .. ....... O I ..... ( ao ...... ....... ►- ti _ I I .... o� ....... ..... to .....:' ::::: a = . _ ti :.... �, ...... PROPOSED TOP CURB LT..... -: m.:.. I:....... :!: _ a _ ..... ... --� i td 0 PROPOSED TOP CURB LT. tn ---- - ....... j : I :.... . ' :f01 ....... .......7.... ... .......:I:. + in'. I I I :PROPOSED PROPOSED TOP CURB RT v ...... 1 co :...... i---0.4444% - - - - I I - ... _ i 1 j 115 { y �.. ......���..... ..... ..... ....... I I .. ;....... _, -- .. . . i ti .. . .. N .. . . . . . .. - -�..._ r` 0 . . . . . . . .. . . . . }....... .I....... � - : tl� ti � ...... ...... ...... I I I., i..... ti= CO:.... 0 w 2 co C) ... �'. ....... #.. ..W _ ; ..+ - ....* .... ... ..... ..... ....... ....... .... ....... ..... O �.Ut�lTy� ?� .O �'...... ct.... N. .. ...rj �' O ui rD : 1 :.. Qp�� : t- - - ...... N ... tD ►� if5 ' m ...... .. + = ..... + 11 _1 I. + - m m ........ I .. ....... ... .... ! . 1 16.46 : I ' x ,�; CURB TOP �:::-:':::•:::.:....117.75,... 117.47. ... ....... ....... ....... ....... ....... ....... ....... ....... ..... ..... ... ....... ....... .... _ ....... �` II6 40 I , �.URB 1 17.91 1 9 0 �� o c� 1 ! i I •� cis a� �, 116.24 I TOP 1-Z I 1 I i I E' re 115.98 , , i i Ss ..... CUTS TOP BY AT : i :.......: i I ....... .. I I I j ....... I E111.fZ.JS.. AL I E ( L :.URB .... :. ' ....... _ 117.42 ....:117.35:..... 117.29 i:• ..... .. .. :i' :+:....... :I:....... i TOP BUIL :�: ;�: ;I; .� 117 23: 117.16 117:10 117.04 116.97 116.91-116:84 (16,78 116 7 :I: 3 I T.BtRT I... ....I........ .......i. : ....•••..I...... ;.........� �`: :IIti:6ti ........115.68 .. ! 116:57 : j CURB I.........�. I.. (:....:II6.46:.....:116:35 ..:.:116.24..1:.:II 1 2 3 4 5 t;.13, ........�......... LTA Approved by: 6 7 LEWIS-REDFORD-ENGINES CITY OF AUBURN SCALE: .Li•REO,�. Drawn by: Dare Sheet Horiz =!"= 20� v ���t w"Sy�yrO� C R D 6-70 6 -ENGINEERS M STREET SOUTHEAST Vert : I"= 5' y =a Checked by: of 6 CIA 6-70 Pat Nevins,l?E. CONSULTING ENGINEERS JOB NO. c� �fcr norr ve by: Director of - 22ND STREET S.E. TO NORTH OF 21ST STREET S.E. -Q �W File No. Public Works BELLEVUE WASIIINGTON C6950 F sTEt` STA. 1+18 TO STA. 6 + 95.75 70 STR. 2557 SH"7 (ST. IMP. 121 LEGEND PROPOSED EXISTING 1O 2+50 ("K") (17'LT) CONST TYPE I CB. CONNECT TO TYPE I 2 5 CB AT 2+50 ( K") (17'RT) WITH B% 34' CONC PIPE. 1 CONSTRUCTION " to ' LINE �2 2+50 ( K ) (17 RT) CONST TYPE I CB. CONNECT TO EXIST MH CENTER LINE AT 110+12 (13'RT) WITH 8"0 7' CONC PIPE. ------------- ---- EDGE UNPAVED D/W OR STREET O 109+66 (1'RT) AN MH TO GRADE. - - - - EDGE WALK OR S/W O 109+86.1 (20'RT) ADJ VALVE BOX TO GRADE. (BY OTHERS)- --------- EDGE ASPHALT EDGE CONC STREET OR OiW Q 109+95 (13'RT) AN MH TO GRADE. X FENCE O 110+00.00 (0 INSTALL MON CASE. -- D -- D STORM DRAIN LINE O 110+12 (12.6'RT) ADJ MH TO GRADE. G GAS LINE S_ 0 110+20 (13'LT) ADJ VALVE BOX TO GRADE. s SANITARY SEWER LINE. 10'-11' AVG. DEPTH. 9O 110+25 (19.2'RT) REMOVE EXIST DRAIN INLET & CONNECTING W WATER LINE PIPE & PLUG AT EXIST MH. BUILDING 10 110+53 (16'LT) ADJ VALVE BOX TO GRADE. a = RETAINING WALL CONC CURB it 111+00 (22'RT) CONST TYPE I CB. CONNECT TO 15" DRAIN AT ill+00 (13'RT) WITH 8"X9' CONC PIPE. CONC CURB &GUTTER BEGIN DRIVEWAY (cone with curb &gutter) 12 111+00 111+00 (22'LT) (13111T) CONST TYPE I CB. CONNECT TO WITH 8"0 5' CONC PIPE. 15" DRAIN AT ON TR ` © � MATCH LINE 13 111+22 (`22'LT) CONST 15' WIDE CONC O/W. TYPE C. RECON 409+62 �% _n,_ aa.._...-.-,rw_.: '..,,.,,._. ....._s.u,.... wr.:y,. .iw',w.,....4:..........�...._.:..�.•...r.A.a,:� .--.✓:...�. .._...:_..' uy_ .. -w• .,. L-..«, .•.._:i.w.. e.... _..... r-� .... .... _. �. .. .. .+. ..... ... ..... _ - .. _. ... _ ..- ._ ..._ ,. _ a = 89023.15" R=20' L = 3120' T = 19.79 CONFORM LINE STRUCT CONC D/W TO 41' I.T. 109_+55 C RIGHT OF WAY LINE 14 111+52 (22'LT) CONST 10' WIDE CONC D/W. TYPE C. RECON- I i RT. C e ❑ CATCH BASIN TYPE I STRUCT CONC O/W . TO 41' LT. TelephneBoxnd C Tebphone Box C • O MANHOLE 15 111+54 (22'RT) CONST_16' WIDE CONC D/W. TYPE C. RECON- 6 = 90°36'45" � VALVE STRUCT CONC D/W TO 32' RT. ��, : 0 WATER METER 16 111+98 (22'RT) CONST 20' WIDE CONC D/W, TYPE C. 23 0 a R/W UTILITY POLE 11 112+24 (12'LT) CONST 10' WIDE CONC D/W, TYPE C. RECON- ' UTILITY POLE ANCHOR STRUCT CONC D/W TO 36' LT. STREET LIGHT OR LUMINAIRE 18 112+56 (22111T) CONST 20' WIDE CONC D/W, TYPE C. 19 112+58 (28'RT) ADJ WM TO GRADE. 2i FIRE HYDRANT ® MONUMENT. 20 112+65 (27'RT) AN WM TO GRADE. 2 C301vm TREE, DECIDUOUS I `� POINT I TREE, EVERGREEN II L [T' 1 _j 618.E I I MATCH EXIST. GROUND -7 GRADE REVISED 5EPT. 6, 1-310 BY C.-CA. EXISTING SANITARY SEWER TEE rW DEPTH OF SANITARY SEWER AT RIGHT OF-WAY=LINE '✓/AY LINE IN FEET: X -.r- Y Y= .001 Coln X 2 .t EG%JATICN IS FOR LEFT SICE COL). 30' 22, 2%- liiisiiimmommmoomm- NEW LEFT I RIGHT n ELEV. CHOWPI SECT ION FROM ST-A- 110 i-50 TO STA. 110 1-57.41 iTEF5 FOR VARIAi '_= Sc:-Ti0 I. Y=(Z) xL - 2. Yz CROWN ELEV. (-)ELEV T, C. (+) 0.52' 3.Z=X= 4. Y= (Z CERIVED) X2 18 10- 6. I I (� EL)-(0.41 R EL)- 047 rtEL. i(0.05) MATCH EXIST. GROUND I \- 3" ASPHALT CONC. CLASS B. 2 LIFTS AT �1/2' EACH, 4" ASPHALT TREATED BASE. CEMENT CONC. CURB 6 GUTTER 4" SPECIAL BALLAST TYPE B-I (TYP,) COMPACTED SUBGRADE TYPICAL SECTION FROM STA. 109+60.95 LT., STA. 109+62.55 RT. TO STA. 129+48.10 I 21ST• STREET S.E.} NO SCALE i % '8"Maple ZAI�J'Jo=90.3645" HOUSE No.1001 R = 20' - �--SM: No.5-A ON S.W. CORNER OFCONCRETE W W to 0 rn N 4" Birch I I Garage 81 IGD/W 0= 89°23'15" Power Pole with' -R=P-O! S' Underground Cable a 23.4 4. i_. _ _ . I— NOTE: ALL TOP OF CURB GRADES ON CURB RETURNS IW I ARE IN EQUAL SEGMENTS. W II H U) Y I N 2+ 0 CONFORM I........ ......., .....�......_ ....... , �_...... :I ........ I ...... 50'. V-C I .......:�. ... :q �� ( . ...... : :::::: , ...... ....... I 1 :::: ...... 118 o0 In ••118 N :: + O :::: : ChrYC%iV Fl :::: I TGf iU...... ::::::: :... ' ± ` 1 RR LIFT. ....N ....... , 0. ;' --�}j . •. .... 114 I • -.:.. wI= y.p.4{c v% I :: :: :... ?,� .:> M- ...... j M ... iO.. !. 3. .. ` :. . _ _ _-- - .:... .... . '.....:...:::..:. } 114 TF...... ::+- -0.5300% ::::::0:5125%ICn7� GE113o PROPOSED ....... .. : ......8 x15TEE,-2 REQUIRED.. ::.... ...... :....... . ........ V_ II110 ...... ENT NCDENTAL 15' STORM DRAIN ... ...... 0s=0:0053 �_ .... . ......... . ....... .... :::: ::::: :::::: .. ...... :...... ::::: :::::..... :::::::: ::.. ....... I ..::::106 IE.10I.E. 109:01.. ........... ....... :...... . CRO<.W. ::::.... ....... ......_. ........r-.:_....._ •...... ............. Ti........ MINT I .::::: 113.!or•�:::: ; :: �13.77 ::: I/3.3� : ::: 1/3.3g • ::::: /14.QS::::::: 1/4.18:::: : 1I4.29 : ::: /14.39 :::::: 114.49:::::::: 114, co0::: I 114.70 . ; ::: ' 114 �1 . ... .. TOP j :....... ::::::: :113: 97:: ::: !1- 3 ::: 11.�..49 :::::: 114.'s9::::::: 11 S.7_ ::: : //4.30: ::::: l/4.9� 'URB Lri :::..... 'I.. �`/�; I S:.:: 14:29::: : ,14. a : : :::: ' : • . I ... ... . {.........I........ .......:I:. ::: ::::::: ::::::: ::::::: :::::::.:::•1.::.B ................. ......:. 'ass/oNA .....G.....'� ...... ....... i ........ 13 >~ TOP j ..... , .: TOP CURB '•:::::;: :;::;:: ::::::; :113:92:::113:78�:::::113;72::::::.-113:78 :: :113.91: :':114.03 ':::'114i16 ::::::114.29 .. 114.42••j::::114.55 ::::::::I CURB �T �. I. i. ....... I ....... :I: ...-:1:_...... _ _ R B !. !. I. • 110 III 112 CITY OF A U B U R INSCALE: y: Sheet ,`, i• R[ Drawn b Date 2 LEWIS-REDFORD -ENGINEERS Hari== I"=2o= �' wAsy, O JFB 12-69 21ST STREET SOUTHEAST Vert: 1"=4' QA�_ ��°o'a Checked by: 6 Pat Nevins,P. E. CONSULTING ENGINEERS JOB NO. ~ s CTA 6-70 Director of " K STREET TO R STREET A ` "` b Public Works BELLEVUE WASI(INGTON C6950 '` Ci STA.I10+00 TO STA.112+90 �Al`t����� 70 STR.25ST SH 3 03T. IMP. 121) *2 2' C^OWN S`CTI06N1 FROM STA. 125t00 3U STA. 127t00 Approved by: FOINr e ® 125�00(22'LT. C.0tJST_ TYPE I C.Z. COi+rJECT TO M.H. AT 1244-50 (_15'AT) i.',Tti 8"APIPE_ C.0 :-T TYPE I Cc.. c,-*jF, F_-_T TO W.H. AT �SOCIs, FrL) w1Tti 8" x 9' COtJC. MPP-. 124,50(13'RT), COh1ST. TYPE 1$ M.H. GCW.tcCT To t41.H- Ar ICIt000SFKT,1 ITH 10"J( 3E0' CON P1PE. N x Block Rot. wall � I V4-z! x ConaBasketball BackstopGi ' 3' Planter BoY 4" x 4" Wooden Curb o/w 4 20" Fir II— o 4" Cone.Dirt Cona L J I +3 Cone. 5 Conn 12 -2-4' Fir Cona3-3 Birch 5 3" 5 19 i Bushes Cona 5 ►- , 10 -- -- 16 — ----- — �• I --j w--- ---------- — I ' � w w ry W W W e yr 12" w N 5 7 N GE.11855 o w w W w w w N N-------------N-- Cm I.E.11605 ' ' I w co 119--------- ---- _____ -- V N— — Z s's s 120 s �Ti I 1 122 �s IB' t 123 215T STREET S. E. 3 ----- 124 ----- o ' - N w - 1 ----------�' So- U-CIO 3 b I1 3 3 w fc" Q ccu I 12" I 3 , ( 3 3 S 3 LiI p O `n�IVA_, i O D -- - ---- — 1 10 iN T mG G G G " -- --� ----- -- — --- ' _70''' _ /J + G— G G G G G G 6" STW LP �.,•. F- G v 6 ( 00 8 -- — ---- .E.116.05 ---- -- —------- — 21 { I— ,C o0 Conc. cant. c� 5 13 15 s _ I I I l2" coon � 14 17 5 I I If I Cone. IE1 o Cone_ { { � 6"Fir - 6� Fir { ILE. 11i.2Q- Conc_ Conc. Cone Iv 5 3 Cone. I I D/W D/W D/W I I I �' I{ I m Conc. I 4' Diameter planter Box I � 4, { l �l -�/ate S S FOUND HER .--1 I I I I I I � E I l 1 119+06 (22'RT) CONST 12' WIDE CONC D/W, TYPE C. 1`6 119+75 (22'RT) CONST 16' WIDE CONC D/W, TYPE C. 11 121+00 (13'RT) CONST TYPE I-5 MH. CONNECT 10 MH AT 118 15 12l+60.5 (22'RT) CONST 56' WIDE CONC D/W, TYPE C. + +40 (13'RT) WITH 12"x260' CONC PIPE. 20 123 32.5 (1 LT) ADJ MH TO GRADE. 25 124+4-ELT.) CONST. 27' WIDE CONC D/W, TYPE•C. O 119+24 (22'LT) CONST 22' WIDE CONC D/W, TYPE C. O 1.19+98.7 (22'LT) CONST 20' WIDE CONC D/W, TYPE C. 16 122+09.2 (22'LT) CONST 24' WIDE CONC D/W, TYPE C. 21 +43 ' , RECONSTRUCT GRAVEL D/W TO 43' LT, 10' WIDE. 12 121+00 (22'LT) CONST TYPE I CB. CONNECT TO MH AT 121+ (� 123 (22 RT) CONST 9 WIDE CONC D/W, TYPE C. O3 119+62 (28'LT) ADJ WM TO GRADE. O 120+4A (22'RT) CONST 22' WIDE CONC D/W, TYPE C. 00 (13'RT) WITH 8"x35' CONC PIPE. - 1 I1 122+54 (22'RT) CONST 20' WIDE CONC O/W, TYPE C. O , , 26 124+43 (22'RT) CONST 12' WIDE CONC D/W, TYPE C. O (13'RT) 1 " ' - ( 22 123+70 (22 LT) CONST 20 WIDE CONC 0/W, TYPE C. • 4 119+66(23.6'LT) ADJ FH TO GRADE. O + 00 13 RT) WITH 8 CONST COPE I CB. CONNECT TO MH AT 121 18 122+82 27 R 9 120 67 ( 1 LT) ADJ MH TO GRADE. 13 121+00 22 RT) CONST TYPE + ' T) ADJ WM TO GRADE. 23 123+10 (27'RT) ADJ WM TO GRADE. O 119+66 (22.4 LT) RELOCATE VALVE BOX. O , , NC PIPE. ;. 10 120+82.8 (22 L� CONST 20 WIDE CONC D/W. TYPE C_ 19 122+83 (22'LT) CONST 16' WIDE CONC D/W, TYPE C. 28 124+72 (Z2'RT) CONST 12' WIDE CONC D/W, TYPE C. 14 121+59 (28'RT) ADJ WM TO GRADE. 24 124+13 (25'LT) AD) WM TO GRADE. RECONSTRUCT CONC 0/W TO 40 RT. RECONSTRUCT CONC D/W TO 40' LT. I •• 29 124+93 (271LT) ADJ WM TO GRADE. ...... .::.... I i ! t { , , c-, I N { I I v: :ioo c ... .. 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CURB 117:76 ::::::117.92 :: I18.08 l 8 ......: ....... ::: :I:..... :118:42 .......118.58 .. :118:75 :j:..:118.92_....:119.08 ...... II /......_:I:_......:I:....... LT. aRT. 1 I , .... 1 19.25 1 19:42 II ...... . ;........ ; I ......... ........ 119.58 :::::119'.75::::::'119.92::: :120:08: :::120:25:....:120 42:::::::120:55:.. :120:61. ::120.519':::::120:50:::::: :: 11J I I I 1 .......120.38: 120:25. 120:13 ...................''120:00 .....•f CURB P 120 121 122 I ! , ' . IvLtm G%A.�2 Ic=vlseo 9-3--0 � CZA. 124 T 123 � � 125 Approved by: ' CITY OF AUBURN SCALE: 3.Drawn by: Date Sheet LEWIS -REDFORD -ENGINEERS Horizr 1 -20 �, ���, O JFB 12-69 " ' Checked by - Pat ST STREET SOUTHEAST Vert- i ' = 4 �' CTA 6-70 of 6 Pat Nevins, . E. '� M s CONSULTING E`GINEERS JOB No. � A r ve by: Director of� K STREET TO R STREET Public Works 3EI,LEVUE WASIIINGTON C6950 ' ,, t• ;_ /! STA. 118+90 TO STA.125+00 70 STIR 255 SH-5 (Si. IMP. 120 , -n V 1P5+26.7 (22'LT) CONST 18' WIDE CONC D/W, TYPE C. RE- CONSTRUCT CONC D/W TO 32' LT. O 125+35.6 (22'RT) CONST 10' WIDE CONC 0/11. TYPE C. RE- CONSTRUCT CONC 0/1TO 40' RT. INAO3-125+37-92-E-22=�T-}-£ONST-TYPE-I-£$-£0}ME£T-TO-l4H-AT- -1-25+31.92 (}3'RT)-WFTR-8"x351-CONC-WPE- i ' I x I Cane. II I� i G-E.119.29 hl j 5 LE.II679 lyl i C w 'fJ to 3 0 3 W 1 n, 124 ITiI 3 III o III Ix III N III 0 UZ III III o X. 4" Fir >�I 3 FGo ,JJ / w Wi w: W 12" W W v ---- w z W 126 TI6----�---------------�------------ N -- �r-----------------�' ----'i 18- 127 21ST STREET S. E. I28 I T - - 129 s1 s I-_ s - ' _ s s Crto'Wiu F^,IAiT-••�� � UT 1z o I T 9 �- --- - ` ----------- - N------- `_ - - - - - - - - - - - - - - - - - - - - - - 13 6" STW. LP. N -W 8O 125+62.5 (23.7'LT) ADJ FIRE HYDRANT TO GRADE_ O 126+08 (22'RT) CONST 20' WIDE CONC D/W. TYPE C. RE- CONSTRUCT CONC 0/11 TO 42' RT. 10 127+06 (1'LT) ADJ MH TO GRADE. 12'11 40' 37+40 (13 (13'RT) WITH CONSTTYPE I CB. CONNECT TO MH AT 127+ CONC PIPE.- 12 127+40 0 3'RT) CONST TYPE I-5 NH. CONNECT TO MH AT 125+37.92 (13'RT) WITH 8"x 20V, CONC PIPE. 13 127+40 (22'RT) CONST TYPE I CB. CONNECT TO MH AT 127 +40 (13'RT) WITH 81sx9' GONG PIPE. 9 {� IOj T�AN;ITIOta + r-MO.rta NJIN - y G.E. 12077 120.73 END CONSTRUCTION 129 -I- 48.10 i--129 +90.10 BM. No.1 ELEV.123.12 BRASS ROD IN MONUMENT AT INTERSECTION -- -- OF 21 st ST S,E;R-STREET SE. v-- ------ --- - - - G.E.:120.77 GG N 5 E.11929 2 5 15 .I . I I 9 3" Pir �\ f I I 9 11\ \\s" { I UI 1 • ' -� 14 128+50 (22'LT) CONST 20' WIDE CONC D/W, TYPE C. I'I co Conc. 1 15 128+53.5 (22'RT) CONST 18' WIDE CONC 0/W, TYPE C. 16"Cede. INI J III 3 �1 D/W I N III z LLl O +25+31 92 )�'I}1 - CONST-TYPE-I-5-MH-CONNEGT--TO-MH-ATI 16 129+45 (18'LT) ADJ VALVE BOX TO GRADE. I I 0 ' II I O-(13 ART)-YFt Ttt-1 O"x498 `CONC--PtP� I + W m W N O5-125+37-9Y-E2�-'t}T�-£vNS TYPE-I-£$-£DNNE&T-T$-MN-T-- U III W 125+�1-92 f 13'RT�-iM1TH-$ux91 LONG-P1 PE:- a II t- © 125+49 (261LT) ADJ WM TO GRADE. o U) O 125+62.5 (22.4'LT) RELOCATE VALVE BOX. 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K STREET TO R STREET JOB NO o c. ove 1 y- Public Works BELLEVUE wASIII NGTON STA 125+00 TO STA. 129+48.10 C 6950 /OM 70 STR. 2557 SH-6 (ST. IMP. 121) may,