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3`ta I Tr►.,kw%it <br />3412 SEE C7 FOR CONTINUATION CONSTRUCTION NOTES: <br />727 I I 1715 L3430I I I 326 -I I �� J420I I I J410 I 34 s t O1 SEE SURVEY CONTROL PLAN AND <br />0 +7B + +8 I I E•iu t] ccnc •> I CONSTRUCTION BASELINE PUN FOR <br />I I _ I + + + E•tH OG cwcq I DEFINITION OF CONSTRUCTION BASELINE. <br />CO 98+81 I CO 97+25 - CO 87+31 TIE I CO 98+72 lI CO 98+77 I CO 99+38 I I- I I 1 <br />CONNECT TO CONNECT TO CONNECT TO - I I CONNECT TO I CONNECT TO I I 1 I •ts I O <br />4'CONO. 8' 8'PVC, 3' 8'CONC, 3' - I CONNECT TO i o-vsn Yo.Yq �?1- u i 6 TO LIOCATE USINO <br />PRIOREXCAVATIONTO 1;2 4'CONC, 3' DEEP 2.6' 8'PVC, 3.6' � CONSTRUCTION. NOTIFY INSPECTOR OF <br />DE D I DEEP II PEEP I DEEP OE <br />I 1 tllll I 4y I ELEVATION CONFLICTS. SUPPORT AND <br />\\ IE I I I a I I PROTECT UTILITY FROM DAMAGE. PLACE <br />BEDDING A - I N i r r nra -• - tI I I 1'�ra itii of Yar w�r B O INSPECTOR. <br />D BACKFlLL AS DIRECTED BY <br />`�{� 9 73 L 26 1 L} I 80 I g5 82 19 8 Q O ABANDON EXISTING CS FROM CSMH L9 TO <br />3N41L DY'D SIV. _ .RTy •.O I _ _ . 1 — _ r•. 5� s 4 _ <br />l UPSTREAM CLEANOUTS. <br />I all_ _6_ _ ! - I Z 10 ABANDON OR REMOVE EXISTING CSMH. <br />- S - '� 7 E 9 Ii ` 9 I 9 91 I 1 1� I ` •\. I 11 ABANDON/REMOVE EXISTING SO. <br />U 14 CONTRACTOR MAY ENCOUNTER UNDERGROUND <br />- - - - - _ _ - _ I I A A EN E WATEAREA <br />FROM LEAKING WATER MAIN IN THIS <br />- - _ - - _ - _ D: , <br />f s 1 •S s L - 1 5 L- - S -t D 1l DEWATER AS NECESSARY. <br />1 '•5 15 - I' S I \c p CONSTRUCT CSMH PER STD PUN 605A <br />V 20'SIL - V 20"SIL E v 20'•5 �` •5 s 07 - 2- - 11 INSTALL 24' MH FRAME AND COVER PER <br />17 31 33 TYP 9 1 24 73 f 41 80 73 - 'T <br />DETAIL 8 ON DWG 01. <br />nra F <br />- nra I /v Ara - — - a ; I/ - )t »ScPcw 8 10 Jg\. U 19 CONSTRUCT CSMH PER STD PLAN gOSC. <br />/ W INSTALL 24' MH FRAME AND COVER PER <br />-- r 34 I� W DETAIL 6 ON DWO 01. <br />r // i•i]i» (s7se d - In 24 CONNECT EXISTING SIDE SEWERS TO CS PER <br />T�I�'� STO PLAN 602 AND DETAIL 1 ON DWG DI. <br />I 1 r I I I I �� [•t]]]t F'P.0 I INSTALL SINGLE SEWER CLEANOUT PER DETAIL <br />r IE + --TEE 98+ + 0 + TE } + t 14 �s: 5 ON DWO DI OR DOUBLE CLEANOUT PER <br />r CO 97+01 CO 97+49 CO 98+00 CO 98}g0 CO 99+08 CO 99}80 CO 99+89 [ -_ _ `1D DETAIL 2 ON DWO DI AS INDICATED. <br />r CONNECT TO CONNECT TO CONNECT TO CONNECT TO CONNECT TO I CONNECT TO CONNECT TO E t]L ss 1•nc s 88 PROVIDE CCTV INSPECTION OF SIDE SEWERS <br />1I r,7 4'CUY, 5' 4'CONO, 2.8' 4'CONC, 2.6' 4'CONC, 2.6' 4'CONC, 3' 4'CONC, 3' 4'CONC, 4' i iiu i• sM UPSTREAM OF ALL DOUBLE CLEANOUTS. <br />DEEP DEEP 3425 O 3421 D DEEP DEEP 3407 PEEP t nL.1tr ) SCJQE 28 SO CB WITH GAS TRAP PER STD PUNS 403 <br />34sT3 I I II 1 I I 1f"11 A N I F34117 I J415 I 11 1 I 13401 AND 410. CONNECT TO CS WITH 8' PVC <br />IQ; r LAN p to p p 240 PER DETAIL 4 ON DWG D1. GRATE PER STD <br />S 3 2 Q............................................ ' ................ SG1.['. s•�p0• <br />. .-...........................................................................................---------..-.-.-_ ....__.___--. FEET PLAN 406C. <br />31 <br />TO DOWN <br />BACKFILL EXCAVATIONS PER DETAIL 3 ON DWG <br />DI. TYPICAL <br />;,;230 33 <br />SEE DWG R9 FOR SURFACE RESTORATION. <br />38 <br />RESTORE EXISTING WATER. SEE DETAIL 8 ON <br />DWG 03. <br />41 <br />SO INLET PER STD PLAN 401, GRATE PER <br />220 <br />STO PUN 406C. CONNECT TO ADJACENT SO <br />CB WITH 8' PVC AT 2)I MINIMUM. <br />85 <br />INSTALL 4' PVC PERF PIPE ABOVE CS MAIN <br />BETWEEN APPROXIMATE STA 99+50 AND STA <br />101+00 CONNECT <br />_ <br />.. <br />43l-$M`.-:.'.. IE UNKNOWN (4- E) <br />- <br />..... ..... ..... ..... <br />... SEE DETAIL 9 ON DWG D2. STREAM CSMH. <br />- 8 <br />L T1P54 DIA : g8 SEE DWG C7 FOR SD INFORMATION. <br />i p3p RQ <br />• .. .. <br />...... ...... ...:..:. O• <br />... -. _..SA/��) <br />... 20D 73 INSTALL 6' PVC AT BACK OF SIDEWALK. <br />A•1738Q A INLET/CB.OIN TALL <br />172.57 I (BPVC SW) SD <br />CONNECT <br />r <br />220: <br />... -;-' <br />4Sr <br />(P <br />65 : - 164.88 IE. i81.8R (4- PEW S) SD. <br />: BURIED OUT AT UPSTREAM <br />OD COORDINATE WITH <br />........ <br />_. _- <br />.... ..... ..... ........ ... .... .... ... ........ <br />- ._.. <br />....... <br />..... . <br />8, <br />SCR. 4 �. <br />103.071E. •t6}i•T•'8'.DROP SW)50: <br />(8- <br />��,4Q INSPECTOR PROVIDE BLS M 8 <br />• <br />.. <br />-.-. <br />-. <br />'. -.AS pl, <br />.. .: 163:24�1E�+s�r. B�.PVC S). Gg.; <br />18301, IE.4'63.$7C (e'PVC:E). CS <br />_ <br />EXISTING AND/OltNS <br />SO OORNNS <br />• � - - - . <br />210:. ... <br />. _. <br />.. <br />..... <br />- � <br />� � � <br />- _ o f@,•'F <br />- iriaeo 10 19 <br />t <br />4 iwu <br />r airs'I <br />� <br />YARD OR FUTURE CONNECTION. <br />NOTE: <br />K...... <br />.... .. ...... . ; ... <br />.... <br />... Jl� <br />. :.. <br />..... <br />CONTRACTOR SNALL NOTE INVERT E1.EVA1g115 ON EKSNKi <br />AND PROPOSED MANHOLES. NO71FY <br />... <br />. :. <br />It <br />ENGWEFR Y ELEVATIONS <br />00TER FROM PLANS PRK1R TO ORDFR]M MANHOLES. <br />- <br />SO VE EOSIR:O DRY S•DE SEWERS AND CAPPED TEES MAY <br />DE <br />.�2: .... <br />..... ....: ... .. :.......... .......... <br />...... <br />- <br />.. <br />APPROXWU►Y� 1�YPA$8 $�YVEH. �lO`NDO <br />ENCOUNTERED ON THIS REACH. VERiY WITH I SPECIOR <br />IF REPIACEUENT SIDE SLY" IS REOVAEO. <br />PIPE GEOMETRY IN PROFlLE PORTED <br />- <br />- <br />.. <br />alY' T WEATHER <br />- <br />NOT ALLOd SE&.MENT LADEN WATERS TO ENTER CS <br />M"t+sW'r PaoP <br />. .. .. <br />.. 0 REFLECT AS-B Il INfORMA <br />- <br />LOCAL hoAS <br />:. <br />OJECPTR._ <br />cartrta As or+ECTEo BY <br />. <br />190:: :.:...: <br />. :....::. ..... ...: :.:. ::..... ...... <br />..... .. .. <br />.... <br />- <br />.. .... <br />© <br />.. <br />- <br />S ML L7 <br />..Ea1iE>rr <br />SEWAGE <br />....- .... <br />00 NO A110W iLON OF STORVNATER ORRPOA'N 4I1 0 <br />'. <br />- - - .. _ -' - <br />'.:.. <br />.. .. <br />� 9 ABANDON/ <br />THE ErfPASS RPM AM <br />PUMPS O IINIERCEPT FLOWS UPAVATION. USE STREAM OF THE WORK MCA <br />ABANDON EXIST Q CS PIPES. - <br />- EMOYEl7t ST <br />AND DISCHARGE TO DOWNSTREAM OF THE WORK AREA <br />i 0 <br />...... �.......�.. <br />I ...... I.........�... .......� <br />... ... .....' <br />971.00 <br />I ........I <br />981DO <br />.. <br />......... <br />I <br />..... .... .. .. .--. :' .. ....' ...... <br />I... �. I .. I.. I........:I <br />... .. 8 CS: wP.�...... <br />...... 1....::.:.I..... <br />COSTHAS NG PIPEDEPTHAND F, ttFAIGNUNOUT NT IS AIS• AN E 0.11 <br />ALIC�MENT <br />CAUTION: <br />99`00 100�00 <br />PROFILE <br />101{00 <br />SHOAL IS BASED ON AVAAABlE CRY RECORDS. <br />CO]RRACTOR SIIALL POTHOLE AND LOCATE THE DKSTWO <br />20' h 30' DLIVETER WATER WNS W TlM11P AVEAVE. <br />BG CONDUR(S) FOR FUTURE ELECTRICAL <br />02 4' PERF PIPE WRH FILTER FABRIC AT BACK <br />PIPE AND MANHOLES OR LAMP HOLES PRM To <br />wNsraucnat <br />LOCATE PRIOR o covvENcwc c NSTRucT1DH. <br />SCALE HDRz: t'-2o' sNOHOMISf COUNTY PUB <br />OF WALK. CONNECT TO OONT43TRFAM CB OR <br />VERT. 1'-10' <br />ONLY O DUUP TRUCKS ALLOWED %MUI PROJECT AREA <br />LswsrFe <br />, � �:�,g: <br />CITY OF EVERETT <br />SEWER SYSTEM <br />SCHEDULE B <br />REPLACEb1GN`P P <br />WO UP3300-2 <br />PLAN & PROFILE — PHASE 2 <br />c9 <br />1 1 12 <br />O. GATE <br />RVD <br />AS -BUTT <br />RESSUED <br />PLANS ISSUED FOR: <br />: <br />i°%HnDR <br />I�,psWte <br />M' ��� <br />VE ETT <br />PUBLIC WORKS DE:PT <br />vIr•eu.YMc1K4.rnArara <br />uarerEwroNt54n wrsror <br />TULALIP AVENUE <br />I? F <br />e 3 TD DRv 810 <br />7 Io DAY G n s ECOR <br />° `yLA <br />1 3300-= <br />UTILITIES DIVISION <br />STA 96+20 TO STA 101 +60 <br />13 52 <br />DAT ACTOLI: <br />AC <br />DATE RVD ACTION: A E VD ACTION: <br />E of 2010 <br />_ CMAMS &TOU47 <br />M(rIA)lU?N rAV(00;MATar <br />-- _ <br />31448 <br />