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OUTFLOW <br />MANHOLE <br />STING) <br />EXISTING 12" OUTFLOW <br />PIPE TO SYSTEM #4 <br />EXISTING FLOW LINE <br />_OW PIPE TO SYSTEM #6 <br />SECTION A—A <br />NOT TO SCALE <br />OUT FLOW <br />REMOVE PLUG FROM <br />EXISTING 12" LINE <br />EXISTING 1210 DISCHARGE PIPE ENTRANCE TO SYSTEM #6 AT EAST MAIN ST. <br />(;3. 80 <br />12" PIPE (EXISTING SYSTEM #4) <br />0 AT ORO AVE. <br />NvE/ZT Li�� I/�q <br />C � <br />HANALIZE BOTTOM OF <br />MH TO SPLIT FLOWS <br />I, <br />PLAN <br />OPEN <br />c <br />`<t <br />Break out `V <br />top Of pip; <br />F i <br />J <br />NOTE: <br />1. <br />Flexible joint — Bell & Spigot or Coulder <br />12/14/95 <br />Coupling. Solvent welded joint not <br />permitted. <br />2. <br />12" max. for 8" or larger pipe, 24" max. <br />for pipes less than 8". <br />A <br />OF <br />3. <br />Interior of manhole to be coated in <br />accordance with Section 71-1.09 of the <br />Standard Specifications. <br />4. <br />This type manhole shall be used where <br />the difference in elevation between the <br />top of the outlet pipe and the invert <br />of the feeder or collector sewer <br />exceeds 247. <br />Na <br />—See Note <br />—4" min. <br />Drop pipe shot <br />be encased in <br />concrete. <br />-Smooth 1/4 <br />Radius Bend <br />SECTION A -A SECTION B -B <br />DRAWING NO. 52 <br />SANITARY SEWER DROP <br />IN NEW MANHOLE <br />CITY OF STOCKTON <br />DEPAR AW OF rush WOMM <br />1200 EXISTING INCOMING PIPE FROM SYSTEM #4 AT EAST MAIN ST. <br />NVQ T <br />/8.8s <br />INCOMING FLOW <br />EXISTING STANDARD SEWER MANHOLE AT INTERSECTION OF <br />ORO AVE. & EAST MAIN ST. <br />N 0 T E <br />AS REQUIRED BY SAN JOAQUIN COUNTY AND MUNICIPAL UTILITY DISTRICT THE DISCHARGE FLOW FROM THE LIGURIAN PROJECT <br />ALLOWED TO FLOW TO SYSTEM #6 THROUGH SYSTEM #4 IS ONLY 59 DUE'S HENCE THE DIVERSION DESIGN REQUIRED AT <br />MANHOLE AT INTERSECTION OF EAST MAIN AND ORO. <br />P L A N (DIVERSION MANHOLE AT ORO) <br />NOT TO SCALE <br />PEN SURVEY <br />4c�' ® ate_ 7E=111 ANT <br />801 17th STREET, SUITE F, MODESTO, CA. 95954 <br />PH: (209) 526-9724 FX: (209) 526-0472 <br />DEPARTMENT OF PUBLIC WORKS <br />CITY OF STOCKTON. CALIFORNIA <br />AS TO NEW SANITARY SEWER <br />APPROVED BY: DATE: <br />Standard Frame and Cover <br />Standard concentric cone <br />manhole. (not shown) <br />Ik out <br />SEWER DETAILS <br />DIVERSION MANHOLE AT ORO <br />SEWER MANHOLEDETAILS <br />LIGURIAN VILLAGE <br />SAN JOAQUIN COUNTY, CALIFORNIA <br />V <br />PLAN <br />M <br />0 <br />it s <br />No <br />ote <br />As <br />Both <br />ius <br />NOTE: <br />1. This installation shall be used on existing <br />manholes only where the difference in <br />elevation between the top of the outlet <br />pipe and the invert of the feeder or <br />collector sewer exceeds 247. <br />2. 12" max. for 8" or larger pipe, 24" max. <br />for pipes less than 8". <br />3. Flexible joint — Bell & Spigot or Coulder <br />Coupling. Solvent welded joint not <br />permitted. <br />4. New sanitary sewer pipe — 12" max. <br />Pipes larger than 12" shall have seperate <br />approval of the City Engineer. P.V.C. or <br />A.B.S. pipe must be used inside manhole. <br />5. Interior of manhole to be coated in <br />accordance with Section 71-1.09 of the <br />Standard Specifications. <br />SECTION A -A SECTION B -B <br />DRAWING NO. 52A <br />SANITARY SEWER DROP <br />IN EXISTING MANHOLE <br />CITY OF STOCKTON <br />DEPAR W Or KOM wauo <br />v.� ., <br />(I C t Ktr� <br />iLOWENS DESIGN CONSULTANTS <br />23570 So. Olive Avenue <br />Ripon, CA. 95366 <br />(2 9) 599-5224 <br />7 <br />nless steel bands <br />cored to wall 24" <br />Two bands min. <br />3%1611c, <br />9259 <br />)ATE <br />12/14/95 <br />SHEET <br />14 <br />20 <br />OF <br />3%1611c, <br />