Laserfiche WebLink
MI EN - RN NM EN Mill MS r - N M all n M ME E <br /> NOTES <br /> 1. CONNECTION TO SEWER MAIN PER SEC.7 OF <br /> STANDARD SPECIFICATIONS AND SPECIAL <br /> PROVISIONS AND STANDARD DRAWING 602. <br /> 2. INSTALL 6"MINIMUM PIPE SIZE IN RIGHT OF <br /> 5'MAXIMUM IF WAY. <br /> GREATER THAN 5' <br /> INSTALL ADDITIONAL 3. INSTALL 6"CLEAN OUT PER STANDARD. <br /> CLEAN OUT REQUIRED CLEAN OUT AT DRAWING 604. <br /> AT ALL ANGLE POINTS BUILDING CONNECTION. <br /> OVER 45' 4. PRIVATE SIDE SEWER PIPE DIAMETER: <br /> 4"MINIMUM FOR SINGLE FAMILY <br /> 6"MINIMUM FOR ALL OTHER USES. <br /> rUIWING <br /> //,'/// GENERAL NOTES <br /> 1. SEE SECTION 7 OF STANDARD <br /> SPECIFICATIONS FOR ROADS;BRIDGE AND <br /> MUNICIPAL AND CITY SEOALP ROVISSI N WA <br /> IOS SECCTION7-18 FOR DETAILS AND REQUIREMENTS ON LATERALS. <br /> o / 2. ALL CLEAN OUT'S ON PRIVATE PROPERTY <br /> ARE TO BE ADJUSTED TO GRADE IF IN PAVED <br /> i <br /> AREAS PER STANDARD DRAWING 604. <br /> /// / i ' 3. CLEAN OUT'S ARE TO BE CONSTRUCTED <br /> WITH WYES OR SANITARY"T"S(SWEEPS). <br /> TYPICAL INSTALL STRAIGHT"T"S ARE NOT PERMITTED. <br /> CLEAN OUT <br /> AT BLDG. 4. ALLOWABLE GRADES ARE 2%(1/4"/FT) <br /> ALTERNATES CONNECTION MINIMUM TO 100%(FT/FT)MAXIMUM. <br /> 5. SEWER MUST BE STRAIGHT BETWEEN <br /> ANGLE POINTS,CHANGES IN LINE OR <br /> 1”1100 <br /> GRADE SHALL BE MADE WITH APPROVED <br /> PROPERTY FITTINGS. <br /> LINE 6. NORMALLY ONLY ONE(1)CONNECTION TO <br /> © THE SEWER MAIN PER BLDG.IS ALLOWED. <br /> TWO(2)FORIILLUSDTIFFERENT LAYOUTS ARE RATIVE PURPOSES ONLY! <br /> SEWER MAIN <br /> 0 <br /> CITY OF EVERETT <br /> PUBLIC WORKS DEPARTMENT <br /> c�wv <br /> IiYANSASS I DAVID MGT I VRU IHEIM I'" RB 12/30/2016 <br /> w�' me nxouoauwxcw <br /> 11 TYPICAL SIDE SEWER LAYOUTS 601 <br /> �a <br />