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a <br />0 0 <br />0 <br />0 <br />N <br />N <br />(n <br />(n <br />U <br />W <br />N <br />U <br />U) <br />0 <br />0 <br />0 <br />U <br />N <br />N <br />�a <br />s� <br />c LL <br />m <br />m m <br />as <br />m T <br />m <br />273 <br />0-0- <br />0 <br />ro <br />v <br />ri <br />N N <br />00 <br />00 <br />N N <br />MM <br />CITY OF EVERETT SANITARY SEWER NOTES: <br />1. ALL WORK AND MATERIALS SHALL CONFORM TO THE CITY OF EVERETT STANDARDS AND <br />WSDOT/APWA STANDARD SPECIFICATIONS. <br />2. NO PART OF THE SANITARY SEWER SYSTEM SHALL BE COVERED, CONCEALED, OR PUT INTO <br />USE UNTIL IT HAS BEEN TESTED, INSPECTED, AND APPROVED BY THE CITY INSPECTOR. <br />3. APPROXIMATE LOCATIONS OF EXISTING UTILITIES HAVE BEEN OBTAINED FROM AVAILABLE <br />RECORDS AND ARE SHOWN FOR CONVENIENCE, THE CONTRACTOR SHALL BE RESPONSIBLE <br />FOR VERIFICATION OF LOCATIONS AND TO AVOID DAMAGE TO ANY ADDITIONAL UTILITIES NOT <br />SHOWN. IF CONFLICTS WITH EXISTING UTILITIES ARISE DURING CONSTRUCTION, THE <br />CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS INSPECTOR AND ANY CHANGES REQUIRED <br />SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO COMMENCEMENT OF RELATED <br />CONSTRUCTION ON THE PROJECT. <br />4. ALL SEWER MAIN EXTENSIONS WITHIN THE PUBLIC RIGHT-OF-WAY OR IN EASEMENTS MUST <br />BE STAKES BY SURVEY FOR LINE AND GRADE PRIOR TO STARTING CONSTRUCTION. <br />KNOW WHATS BELOW <br />CALL BEFORE YOU DIG <br />811 <br />callbeforeyoudig.org <br />ffil <br />• <br />o <br />RECORD DRAWING <br />This Record Drawing has been prepared, in part, <br />based on "As -Built" information provided by <br />others. Though the as -built information and this <br />drawing are based on the best available <br />information, no presumption should be made <br />regarding the drawing's accuracy. <br />Jim Knappert 10/22/2024 <br />Permit Inspector <br />NOTE: HORIZONTAL <br />CONTROL TO BE <br />CONFIRMED BY THE <br />CONTRACTOR <br />A PORTION OF THE SW 1/4 OF SECTION 02, T 28 N, R 04 E, W.M. <br />CONSTRUCTION NOTES <br />CONNECT SEWER TO EXISTING SANITARY MANHOLE. <br />�2 INSTALL 6" SIDE SEWER PER COE STDS. 602 AND 604. <br />F INSTALL SEWER CLEANOUT PER COE STD 604. <br />❑4 INSTALL TYPE-1 SEWER MANHOLE WITH FRAME AND COVER PER COE <br />STDS. 605 AND 611. <br />20' SEWER EASEMENT DEDICATED TO COE. <br />❑6 INSTALL 10" SIDE SEWER PER COE STDS. 602 AND 604 <br />I I ADJUST SSMH RIM. SEE SHEET C6.0 <br />❑8 INSTALL 8" SIDE SEWER PER COE STDS. 602 AND 604 <br />SSMH #2, 60"—/ <br />RIM=520.72 250 LF 10" PVC <br />IE: 513.27 (10" IN -NE) @ 0.24% co <br />IE: 513.20 (10" OUT-W) <br />N:345013.6869 <br />E:1290044.4732 <br />BUFFER AREA TO BE TEMPORARILY ° <br />DISTURBED DURING CONSTRUCTION <br />SSMH #1, 48" <br />RIM=522.86 <br />IE: 512.61 (10" IN-E) <br />IE: 512.51 (10" OUT -SW) <br />N:345047.8146 <br />E:1289797.1823 <br />❑6 61 LF 10" PVC <br />@ 0.34% <br />I <br />SCALE <br />50 0 25 50 100 <br />(FEET) <br />1 INCH = 50 FT. <br />i Q <br />®o <br />DAVID EVANS <br />ANDASSOCIATES INC. <br />1620 W. Marine View Drive <br />Suite 200 <br />Everett, WA 98201 <br />425.259.4099 <br />W <br />LU <br />F_ <br />Z <br />LU <br />U� <br />J Z_ <br />U� <br />LU <br />O� <br />U0 <br />>- w <br />a <br />w <br />U) <br />U) <br />Z Z <br />m� <br />0 W <br />W 11� <br />WW <br />>Q <br />Wrj� 0 <br />JF <br />M <br />RECORD <br />DRAWINGS <br />CHECKED BY: JNS <br />DESIGNED BY: AC <br />DRAWN BY: VM <br />FIRST SUBMITTAL DATE: <br />09/26/2 <br />PROJECT NO. <br />281200000004 <br />SHEET NO. <br />C 13.0 <br />RECORD DRAWINGS <br />DATE: 09-26-2024 <br />LU <br />x <br />LU <br />LU <br />LL <br />O <br />I — <br />L <br />