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SEC. <br />29, <br />T. <br />29 <br />N2 <br />R. <br />5 <br />E, <br />W.M. <br />SEC. <br />32, <br />T, <br />29 <br />N, <br />R. <br />5 <br />Ev <br />W.M. <br />Cn <br />Cf) <br />Ln <br />0 <br />0 <br />0 <br />00 <br />0 <br />C14 <br />01 <br />_0 2 <br />0 <br />U <br />Q) <br />ry <br />E <br />n <br />Ln <br />C_ <br />V) <br />C_ <br />n <br />.2' <br />n <br />>1 <br />0 <br />Cf <br />I <br />00 <br />0 <br />CIA <br />Q) <br />C) <br />i C <br />o 40 <br />Q) <br />n, <br />1 1 35 <br />0 <br />0 <br />0 <br />00I <br />30 <br />0 <br />L_ <br />n <br />W <br />C I <br />0 <br />_0'j 20 <br />0 <br />0- <br />5 <br />C: <br />C) <br />E <br />10 <br />0) <br />O <br />A 2 <br />109 LF 12" HDPE �@l - <br />. - -­ R <br />-(,-SSMH 4A, TYPE I H 48" <br />-GE,=-,74-.�65-22- TEMPO RARY RIM ELEVATION 33.74- <br />--24.73, 12" 7j Val, 2 �E (W) <br />�E=24.76, 12" (E <br />CONNECT EXISTING <br />FLEXIBLE CONNECTION <br />STUB FROM 1RIVERFRONT <br />BOULEVARD CONTRACT <br />I <br />11\ 10/22/1c. ADDENDUM #1 - SEWER LINE ADDITION AND SITE LAYOUT REVISION <br />2/11/21 RECORD DRAWING <br />0 <br />No. Date <br />Revision <br />EXISTING IGRADE <br />FROM MASS <br />GRADING I <br />148 LF' 12" HDPE @ 0.96% <br />413. TYPE 1 MH 48" 1 1 <br />IT7,'57- TEMPORARY RIM ELEVATION 33. <br />7 1 " L' ' ` IE=26.00, 12:: (N)l <br />IE=25.98, 12 (E)� <br />_ ___4 __ — --I-- — --7- -- <br />BUILDING A SEWER <br />CONNECMN <br />I <br />A <br />A Z_ <br />2+00 <br />r IPA <br />'j <br />0 <br />IL <br />v U <br />L L <br />J <br />C14 KEY MAP <br />NTS <br />SANITARY SEWER GENERAL NOTES: <br />0 . 1ALL WORK AND MATERIALS SHALL CONFORM TO THE CITY OF EVERETT <br />z STANDARDS AND WSDOT/APWA STANDARD SPECIFICATIONS, UNLESS <br />OTHERWISE APPROVED BY THE ENGINEER. <br />2. NO PART OF THE SANITARY SEWER SYSTEM SHALL BE COVERED, <br />CONCEALED OR PUT INTO USE UNTIL IT HAS BEEN TESTED, INSPECTED, <br />Ld AND APPROVED BY THE CITY INSPECTOR. <br />Li 3. APPROXIMATE LOCATIONS OF EXISTING UTILITIES HAVE BEEN OBTAINED <br />V) FROM AVAILABLE RECORDS AND ARE SHOWN FOR CONVENIENCE. THE <br />CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF LOCATIONS <br />AND TO AVOID DAMAGE TO ANY ADDITIONAL UTILITIES NOT SHOWN, IF <br />CONFLICTS WITH EXISTING UTILITIES ARISE DURING CONSTRUCTION, THE <br />+ CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS INSPECTOR AND ANY <br />to CHANGES REQUIRED SHALL BE APPROVED BY THE OWNER'S <br />REPRESENTATIVE AND THE CITY ENGINEER PRIOR TO COMMENCEMENT OF <br />RELATED CONSTRUCTION ON THE PROJECT. <br />V) 4. SANITARY SEWER MANHOLES SHALL BE TYPE 1 MANHOLE PER CITY OF <br />W EVERETT STD. DWG. NO. 605 OR APPROVED EQUAL. <br />z 5. SANITARY SEWER PIPE SHALL BE HDPE PER WSDOT 2020 STANDARD <br />_j SPECIFICATIONS SECTION 9-05.23 UNLESS OTHERWISE APPROVED. <br />6. GROUND ELEVATIONS FOR MANHOLES ARE BASED ON EXISTING GRADES. <br />FINAL STRUCTURE RIM ELEVATIONS ARE TO BE DETERMINED. MANHOLES <br />INSTALLED IN THIS PHASE OF THE SITE DEVELOPMENT SHALL HAVE THE <br />ABILITY TO HAVE THE FINAL RIM ELEVATION ADJUSTED BY ±2'. <br />7. ALL SEWER MAINS SHALL BE INSTALLED WITH GREEN STRIPE ON PIPE <br />AND TRACING WIRE SHALL BE INSTALLED ABOVE THE PIPE BEDDING. <br />SEWER MAIN PIPE MATERIALS SHALL BE APPROVED BY THE CITY <br />ENGINEER PRIOR TO CONSTRUCTION. <br />8. SANITARY SEWER MANHOLE LIDS SHALL BE INSTALLED PER C.O.E. STD. <br />DWG. NO. 610. <br />10. FINAL RIM ELEVATIONS TO BE PROVIDED IN FUTURE PHASE OF WORK. <br />-PHASE 1 PHASE 2 <br />40 <br />FINISHED �ITE <br />GRADING App��,'O�IMATE REFUSE - - - - - - - - - - <br />GRADE <br />in <br />97 LF 12" HDPE @ 1.0% <br />SSMILJ 4F) I <br />TEMPORARY RIM ELEVATION 35.33 <br />i <br />SSMH #CJ TYPE 1 MH 148" 1 <br />TEMPORARY RIM ELEVATION <br />A (-1N4-%j- IE=27.43, 12" (N) <br />IE=27.41, 12" (S) <br />IE=27.73, 8" (E) <br />3+00 <br />IE=28.42, 12" (N) <br />IE=28.40, 12" (S) <br />/2\ <br />9 <br />V) <br />35- <br />31: <br />% <br />9D 1-06% LF 12" HDPE @1-1.0 <br />102 LF 12" HDPE 30 <br />LLJ <br />- - --------------- <br />=7=111=i <br />BUILDING SEWER <br />A CONNECTION <br />A2 25 <br />1 MH 48" <br />S-S-M-H" f - I - �-M- H -­44 <br />E .4 2, -1 (_S <br />'I RR'E CE D ), R,,J4 WA 11' N'r <br />7 <br />TEMPORARY RIM ELEVATION 36.87 <br />20 <br />IE=29.52, 12" (N) This Record Drawing has been prepared, in tpart, based Li <br />— - 1— -1 z <br />IE=29.50, 12 on "As-BuHt" aformation pro by others. -iough <br />the as-buHt irformation and tiis drawing are bawd on <br />[E=29.49, 8" nptl�hl should <br />the best avall ble information, no presur <br />be made regarding the draw1r,g's accuracy. <br />is <br />15 <br />YVen, P E Vincent <br />lPrint Name 1& Tifle <br />i <br />