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EWER MAIN <br />5' PROPERTY Lj <br />S/W ! LINE A <br />Pit <br />i <br />4' OR 6' <br />SERVICE <br />LATERAL <br />i <br />PLAN VIEW <br />5' I PROPERTY <br />.00 <br />S/W i LINE <br />i <br />CURB CLEANOU <br />CAP 'FERNCO' C❑UPLING <br />PAVEMENT FINISHED GRADE[6R EQUAL <br />a <br />(U <br />CLEANOU %I <br />0 <br />I k <br />USE BENDS S�pP <br />AS NEEDED <br />SEWE <br />MAIN <br />TEE PROFILE <br />1) LATERAL INSTALLATION SHALL BEGIN AT A CITY SEWER CONNECTION POINT AND SHALL BE CONSTRUCTED BACK TO THE BUILDING AT A SLOPE <br />SUFFICIENT TO YIELD AT A FLOW VELOCITY OF 2 FT. PER SECOND, <br />2) STREETSIDE CLEANOUT SHALL BE FORMED BY INSTALLING A TEE AND A BEND. TWO-WAY CLEANOUTS ARE ACCEPTABLE. NO WYE C❑NNECTIONS WILL BE <br />ALLOWED, <br />3) BUILDING -SIDE CLEANOUT SHALL BE INSTALLED WITHIN 5 FT OF THE BUILDING. <br />4) THE PIPE SECTION BETWEEN THE STREETSIDE CLEANOUT AND THE BUILDING CLEANOUT SHALL BE INSTALLED WITH AS FEW BENDS AS POSSIBLE. 90• <br />BENDS IN THIS SECTION SHALL NOT BE ALLOWED. ALL BENDS, REGARDLESS OF THE ANGLE, SHALL HAVE A CLEANOUT, <br />5) LATERAL CONNECTIONS OF DISSIMILAR MATERIALS SHALL BE CONNECTED UTILIZING TRANSITION ADAPTERS, TRANSITION GASKETS AND OR FERNCO <br />ADAPTERS ARE ACCEPTABLE. <br />6) LATERAL CONNECTIONS OF LIKE MATERIALS SHALL UTILIZE REDUCERS AND/OR TRANSITION PIECES, ETC. <br />7) FIELD SOVENT J❑INTS ARE ACCEPTABLE. <br />8) CLEANOUT CAPS LOCATED IN DRIVEWAYS AND OTHER PAVED AREAS SHALL BE CAST -IN -PLACE RINGS WITH METAL COVERS STAMPED WITH THE WORD <br />'SEWER', ALL OTHERS SHALL BE PVC WITH AN INVERTED HEX -NUT. <br />9) THERE SHALL BE NO DETECTABLE LEVEL OF INFILTRATION OR EXFILTRATIPN FROM THE SANITARY SYSTEM AT THE TIME OF INSPECTION. ANY EVIDENCE <br />OF LEAKAGE MUST BE CORRECTED PRIOR TO ACCEPTANCE OF THE CITY. <br />10) REFERENCE ARTICLE 27 'GRAVITY SANITARY SEWERS' OF THE ENGINEERING STANDARDS MANUAL FOR SPECIFIC CODE REQUIREMENTS. <br />11) USE 4' OR 6' PVC CSDR350 PIPE FOR LATERALS AS NOTED ON DRAWINGS AND IN SPECIFICATIONS. <br />12) PROVIDE VENT PIPING AS REQUIRED PER CODES. <br />INSTALLATION OF LATERAL CONNECTIONS <br />NOT TO SCALE <br />MAY FXTFNn AC <br />MAY EXTEND AS WI <br />rn.,iw wn�w <br />LENGTH TO SUIT <br />WYE FITTING <br />CLEANOUT <br />PLUG <br />-COUNTERSUNK <br />SCREW <br />POLISHED S.S. <br />4CCESS COVER <br />�ILINE <br />BEND AND END <br />CLEANOUT <br />WASTE LINE, IF APPLICABLE <br />CLEANOUT DETAIL <br />NTS <br />9'Now <br />REM❑VABL 8 <br />SLAB I I <br />INLET---C <br />GRADE OR PAVING - <br />PRECAST MANHOLE <br />- <br />BARREL <br />CAST IRON TEE WI <br />CLEANOUT PLUG <br />INLET — <br />GROUT <br />PRECAST CONCRETE <br />GREASE OR SEPTIC <br />TANK <br />' SAND CUSHI❑N <br />TOP VIEW <br />2' <br />24' WATER' <br />LEVEL <br />12' <br />C3 <br />w <br />CY <br />0 <br />SECTION <br />GAS TIGHT MANHOLE <br />FRAME AND COVER FOR <br />HEAVY TRAFFIC DUTY <br />OUTLET <br />GAS TIGHT FRAME <br />AND REMOVABLE COVER <br />TOP REINF❑RCED FOR <br />HEAVY TRAFFIC <br />S❑LID MANHOLE COVER <br />6' THICK <br />/-CONCRETE PAD <br />2' <br />CAST IRON LONG <br />BEND <br />GREASE TRAP DETAIL <br />NOT TO SCALE <br />STRAINER FLUSH <br />W/FLOOR <br />- <br />.a' . i4. <br />.:4.' <br />. . . <br />.•ia•'.7�• . <br />.- <br />- <br />.I <br />.. <br />DRAIN SUPPORT STRAP---' <br />PWEPCT TO DROAIN PIP <br />BEFORE P-TRAP. <br />18'x18' <br />EFFLUENT <br />SAMPLING BOX <br />]PEN TEE <br />!7OUTLET <br />SAMPLING WELL <br />GROUT <br />CAST IR❑N TEE WITH <br />CLEANOUT PLUG <br />FINISHED FLOOR (SEE <br />ARCHITECTURAL FOR <br />FLOOR SLOPE) <br />RAIN BODY e. . <br />INSIDE CAULK <br />PIPE <br />FLOOR DRAIN DETAIL <br />NTS <br />L <br />U Iq lD <br />LO LO o <br />C) <br />E <br />o <br />•� <br />0- �10 <br />o0 <br />v� v <br />c <br />o `~ <br />Om <br />s <br />a <br />Q <br />a) coo <br />D C'14 <br />M <br />O <br />o� <br />U <br />0 o <br />_� <br />V <br />C <br />C <br />O <br />s <br />U0 <br />D <br />LO o <br />LO ch 0 <br />m <br />n <br />Cu <br />Ci <br />W <br />J <br />�--P <br />i Aom6�j <br />cu'amLoc:, <br />/ICJ <br />V <br />N <br />ww¢o�^ <br />Z <br />N a- U� H <br />W <br />0.J—jC3Z 1 <br />_Ll L_ a: <br />0 copyright <br />ITO <br />N <br />lq- <br />L0 <br />M <br />M <br />a 0 <br />> -0 <br />0) <br />O O <br />0 <br />a <br />0) s <br />1- <br />revisions: <br />drawn: <br />GC <br />checked: <br />HD <br />date: <br />03-21-08 <br />prof. no: <br />P07-15B <br />P-5 <br />mn <br />