Laserfiche WebLink
OUTFLOW <br />MANHOLE <br />STING) <br />EXISTING 12" OUTFLOW <br />PIPE TO SYSTEM #4 <br />EXISTING PLOW LINE <br />LOW PIPE TO SYSTEM #6 <br />SECTION A -A <br />NOT TO SCALE <br />01 <br />OPEN EN <br />Break out <br />to of pipe <br />F6" I i <br />�I�IJIIs\V JIAI\YAI\Y .iL1i 1-1%RIM1111VLL nl fl\1 LI\�iLVl&VI\ VI <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 />C 0 M*%� M=111AN-" <br />801 17th STREET, SUITE F, MODESTO, CA. 95554 <br />FH: (209) 826-9724 FX: (209) 526-0472 <br />19 <br />NOTE: <br />1. <br />Flexible joint — Bell & Spigot or Coulder <br />for pipes less than 8". <br />Coupling. Solvent welded joint not <br />Flexible joint --- Bell & Spigot or Coulder <br />permitted. <br />2. <br />12" max. for 8" or larger pipe, 24" max. <br />permitted. <br />for pipes less than 8". <br />A <br />3. <br />Interior of manhole to be coated in <br />approval of the City Engineer. P.V.C. or <br />accordance with Section 71--1.09 of the <br />A.B.S. pipe must be used inside manhole. <br />Standard Specifications. <br />4. <br />This type manhole shall be used where <br />accordance with Section 71--1.09 of the <br />the difference in elevation between the <br />Standard Specifications. <br />top of the outlet pipe and the invert <br />of the feeder or collector sewer <br />exceeds 24". <br />No <br />"—See Note <br />—4" min. <br />Drop pipe shall <br />be encased in <br />concrete. <br />-Smooth 1/4 <br />Radius Bend <br />SECTION B -B <br />DRAWING NO. 52 <br />qITARY SEWER DROP <br />IN NEW MANHOLE <br />CITY OF STOCKTON <br />Devil"WINT OF PUBM WWONG <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 MANHOLU DETAILS <br />LIGURIAN VILLAGE <br />SAN JOAQUIN COUNTY, CALIFORNIA <br />n.t <br />J <br />SECTION A -A <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 24". <br />A 2. <br />12" max. for 8" or larger pipe, 24" max. <br />for pipes less than 8". <br />3. <br />Flexible joint --- Bell & Spigot or Coulder <br />Coupling. Solvent welded joint not <br />permitted. <br />4. <br />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. <br />Interior of manhole to be coated in <br />accordance with Section 71--1.09 of the <br />Standard Specifications. <br />it seal <br />N ote 3 <br />.ote 4 <br />ate 2 <br />)oth 1/4 <br />ius Bend <br />SECTION B -B <br />DRAWING NO. 52A <br />SANITARY SEWER DROP <br />IN EXISTING MANHOLE <br />CITY OF STOCKTON <br />DEPARMW OF PURM woRks <br />E- <br />OWENs DESIGN CONSULTANTS <br />23570 So. Olive Avenue <br />Ripon, CA. 95366 <br />(209) 599-5224 <br />:h: A5 <br />V: <br />BAA <br />qED <br />BAA <br />;ED <br />BAA <br />JILT <br />nless steel bands <br />cored to wall 24" <br />Two bands min. <br />9259 <br />)ATE 12/14/95 <br />SHEET <br />14 <br />OF 20 <br />3��6. t3L <br />