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CLEAN OUT REQUIRED <br />AT ALL ANGLE POINTS <br />OVER 45' <br />SEE SHEET 604 <br />GRADE ELEVATION <br />"DEEP SOCKET FITTINGS <br />AT EACH END OF <br />VERTICAL PIPE SECTION <br />"GPK PRODUCTS" OR EQUAL <br />PVC SEWER MAIN <br />(SEE CONNECTION <br />NOTES 2 & 3) <br />PVC SEWER MAIN <br />(SEE CONNECTION <br />NOTES 2 & 3) — <br />0 <br />c - <br />7 <br />a) <br />5' MAXIMUIIVI IF <br />GREATER THAN 5' <br />INSTALL ADDITIONAL <br />CLEAN OUT AT <br />BUILDING CONNECTION. <br />m- teffic <br />— TYPICAL <br />ALTERNATES <br />PROPERTY LINE <br />OR RIGHT-OF-WAY <br />TYP <br />6 PVC ASTM <br />APPROVED D3034, <br />INSTALL CAP NOT COUPLING SDR35 ORAWWA C900 <br />PLUG <br />2% MIN. SLOPE <br />EXISTING <br />SIDE SEWER <br />6" PVC ASTM D3034 <br />INSTALL <br />CLEAN OUT <br />AT BLDG. <br />CONNECTION <br />PROPERTY <br />LINE <br />SEWER MAIN <br />SEE SHEET 604 — <br />GRADE ELEVATION <br />z <br />SDR35 OR AWWA C900 PVC SEWER MAIN <br />(SEE CONNECTION <br />NOTES 33) <br />35°MIN <br />45°MAX <br />12" X 12" CIP CONCRETE BLOCK, CONCRETE SHALL BE <br />COMMERCIAL CONCRETE MIX AS CALLED OUT IN <br />WSDOT STD SPECS OR SANDBAG FILLED WITH 60LBS <br />MIN OF DRYMIX CONCRETE. <br />TYPE"A" <br />SEE SHEET 604 <br />INSTALL CAP <br />NOT PLUG <br />SEE SHEET 604 <br />GRADE ELEVATION <br />I I ILI I I I— <br />6" PVC ASTM D3034, <br />SDR35 OR AWWA <br />APPROVED <br />COUPLING <br />C900 <br />EXISTING <br />SIDE SEWER <br />2%MIN. SLOPE <br />6" PVC ASTM D3034, SDR35 <br />35'MIN OR AWWA C900 <br />45°MAX <br />SANDBAG FILLED WITH 60LBS MINIMUM <br />TYPE "B" DRY MIX CONCRETE <br />(OR CONCRETE BLOCK, SAME AS TYPE "A") <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 />WAY. <br />3. INSTALL 6" CLEAN OUT PER STANDARD. <br />DRAWING 604. <br />4. PRIVATE SIDE SEWER PIPE DIAMETER: <br />4" MINIMUM FOR SINGLE FAMILY <br />6" MINIMUM FOR ALL OTHER USES. <br />GENERAL NOTES <br />1. SEE SECTION 7 OF STANDARD <br />SPECIFICATIONS FOR ROADS; BRIDGE AND <br />MUNICIPAL CONSTRUCTION WSDOT/APWA <br />AND CITY SPECIAL PROVISIONS SECTION <br />7-18 FOR DETAILS AND REQUIREMENTS ON <br />LATERALS. <br />2. ALL CLEAN OUT'S ON PRIVATE PROPERTY <br />ARE TO BE ADJUSTED TO GRADE IF IN PAVED <br />AREAS PER STANDARD DRAWING 604. <br />3. CLEAN OUT'S ARE TO BE CONSTRUCTED <br />WITH WYES OR SANITARY "T"S (SWEEPS). <br />STRAIGHT "T"S ARE NOT PERMITTED. <br />4. ALLOWABLE GRADES ARE 2% (1/4"/FT) <br />MINIMUM TO 100% (FT/FT) MAXIMUM. <br />5. SEWER MUST BE STRAIGHT BETWEEN <br />ANGLE POINTS, CHANGES IN LINE OR <br />GRADE SHALL BE MADE WITH APPROVED <br />FITTINGS. <br />6. NORMALLY ONLY ONE(1) CONNECTION TO <br />THE SEWER MAIN PER BLDG. IS ALLOWED. <br />TWO (2) DIFFERENT LAYOUTS ARE SHOWN <br />FOR ILLUSTRATIVE PURPOSES ONLY! <br />NOTES <br />1. <br />PVC SIDE SEWER CONNECTIONS TO PVC NEW <br />MAINS SHALL BE FACTORY TEES. <br />_ Ii <br />=I I ITE I I 2. <br />TYPE A & B SHALL BE USED ONLY WHEN <br />SEWER MAIN DEPTH EXCEEDS 15 FEET OR AS <br />APPROVED BY THE ENGINEER, TYPE D SHALL <br />APPROVED COUPLING <br />BE USED WHEN EXISTING SIDE SEWER IS <br />SHALLOW (LESS THAN 6' DEPTH AT PROPERTY <br />LINE) <br />3. <br />CONNECTIONS TO EXISTING CONCRETE <br />SOO- EXISTING SIDE SEWER <br />SEWER MAINS SHALL BE MADE PER <br />STANDARD DRAWINGS 612 & 613 OR BY <br />APPROVED MANUFACTURED CONCRETE TEE. <br />4. <br />SEE STANDARD DRAWING 604. WHERE RING <br />AND COVER INSTALLATIONS ARE SHOWN FOR <br />PAVED AND UNPAVED AREAS, FIELD <br />CONDITIONS WILL DICTATE WHICH <br />L SANDBAG FILLED WITH 60LBS INSTALLATION IS APPROPRIATE. <br />MINIMUM DRY MIX CONCRETE <br />(OR CONCRETE BLOCK, SAME AS 5. CONNECTIONS TO EXISTING HDPE SEWER <br />TYPE "A") MAINS SHALL BE MADE PER STANDARD <br />DRAWING 612 OR SIDE -WALL FUSION. <br />SHALLOW SIDE SEWER <br />r <br />EXISTING SIDE SEWER <br />4" OR 6" <br />APPROVED COUPLING <br />6"x6" OR 6"X4" SAN <br />TEE/WYE <br />FUTURE DEEPER <br />SIDE SEWER <br />~ SANDBAG FILLED WITH 60LBS MINIMUM <br />DRY MIX CONCRETE <br />(OR CONCRETE BLOCK, SAME AS TYPE "A") <br />TYPE "D <br />6" GASKETED CAST IRON BOLTED RING & COVER <br />SPIGOT CAP TYPE 1 & 2 (SEE NOTE 5). <br />OR <br />MECHANICAL <br />PLUG <br />TYPE 1 & 2 PROPERTY LINE <br />OR RIGHT-OF-WAY <br />TYP <br />PAVED SURFACE <br />30" SQ TYP. \ <br />SEE STANDARD <br />DRAWING 602 <br />TYPE I <br />PAVED AREAS <br />6" GASKETED CAP <br />SEE STD <br />DETAIL 602 <br />6" GASKETED <br />SPIGOT CAP OR <br />MECHANICAL <br />PLUG TYPE 1 & 2 <br />an,, cn <br />I <br />�— CONCRETE COLLAR SEE NOTE <br />(COMMERCIAL CONC) TYP. 6 AND <br />12" DIA PVC SLEEVE <br />TYP. TYPE 1 & 2 <br />SEAL ANNULAR SPACE <br />WITH FIBER JOINT <br />PACKING OR URETHANE <br />FOAM TYP. TYPE 1 & 2 <br />PERMANENT INSTALLATIONS <br />STUB MARKER (NOTE 4) <br />L& A4� up <br />10' <br />DTE 4) <br />� AM <br />TYPE 3 <br />UNPAVED AREA <br />TEMPORARY INSTALLATION FOR NEW DEVELOPMENT <br />SEE STANDARD <br />DRAWING 602 <br />TYPE 2 <br />UNPAVED AREAS <br />F�Tillr�'J <br />LANDSCAPED OR <br />UNPAVED SURFACE <br />1 <br />j 12 7/8"MIN <br />El <br />El <br />❑ ❑ ° 101/2" <br />1-1 ❑ ° MIN <br />18"MIN <br />PLAN SECTION <br />12" CAST IRON BOLTED RING AND COVER <br />(SEE NOTE 5) <br />NOTES <br />1. CLEAN -OUT PIPE AND FITTINGS SHALL BE PVC, <br />ASTM D3034, SDR 35 OR AWWA C900. <br />2. A SANITARY TEE MAY BE INSTALLED IN LIEU OF A <br />WYE AS SHOWN. STRAIGHT TEES ARE NOT <br />ACCEPTABLE. <br />3. SEWER STUB WILL BE EXTENDED 10' BEYOND <br />PROPERTY LINE TO PREVENT DAMAGE TO <br />CLEAN -OUT AND MINIMIZE CONFLICTS WITH OTHER <br />UTILITIES WHEN SERVICE TO BUILDING IS <br />INSTALLED. <br />4. TYPE 3 TEMPORARY INSTALLATIONS (NEW <br />DEVELOPMENT) SHALL HAVE A PRESSURE TREATED <br />2"X4" STUB MARKER THAT EXTENDS DOWN TO A <br />MIN OF 24" BELOW GROUND. A MIN OF 36" SHALL <br />EXTEND ABOVE GROUND. STUB MARKER SHALL BE <br />PAINTED WITH WHITE TRAFFIC PAINT. THE WORD <br />"SEWER" AND THE DEPTH IN FEET FROM GROUND <br />SURFACE TO SEWER STUB PIPE INVERT SHALL BE <br />PAINTED ON THE MARKER WITH 3" HIGH BLACK <br />PAINTED LETTERS. <br />5. CAST IRON BOLTED RING AND COVER SHALL BE <br />EAST JORDAN IRON WORKS NO. 3660CPT OR <br />EQUAL. <br />6. RING AND COVER INSTALLATION IS SHOWN FOR <br />PAVED AND UNPAVED AREAS, FIELD CONDITIONS <br />WILL DICTATE WHICH INSTALLATION IS <br />APPROPRIATE. <br />7. RING AND COVER WITH CONCRETE COLLAR MAY BE <br />PLACED AT GROUND SURFACE IN UNPAVED AREAS <br />IF DESIRED. <br />CITY OF EVERETT <br />TITLE R SA 5 03/36/2017 <br />SEWER CLEAN -OUT ��TJ� <br />RING & COVER <br />C.,I'TY OF EVERT T _T <br />REVIEWED FOR PERMIT <br />EVERETT 4900 LOT 4 <br />. ... ...... <br />& { ¢ff <br />"" m <br />a p « aw Full, <br />ASS <br />