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1 EU4LY <br />HOLE <br />1"xl 1/K PICK HOLE <br />PLAN VIEW <br />27' <br />4 i12' 25-3/4' <br />1 1/8' 25-1/2" <br />V11ir Machined <br />yy Surfaces <br />1 1/4" <br />1 1 /4' <br />24' <br />32 3/8" <br />3/4" SECTION A—A <br />2, Steel Bar <br />13V 1 If <br />jl, <br />�3 3/1r —_T_ 2 1/8' SECTION C—C <br />SECTION B—B <br />NOTE: <br />1. Maintenance Hole Frame and Cover to be Pinkerton A-624. D&L A1094 <br />Frame with A-1032-18 cover or equal. <br />2. Cover shall be designed to withstand H-20 highway loading. <br />3. Frame and Cover shall be fully machined to assure inter changeability <br />and a close quiet fit. <br />FRAME & COVER % <br />A.P.T. <br />C:\MOS51\DETAILS <br />A <br />NOTES: <br />1. Drop pipe may be either <br />A P.V.C., or V.C.P. <br />SECTION C—C <br />Cast Iron Frame and Ccve- <br />See Maintenance hole <br />9 <br />Variable =' i; <br />Tee Fitting.' <br />24 <br />Min. <br />Class "A Concre e J <br />SECTIO A—A <br />Flex Joint <br />Coupler <br />Drop pe <br />encalseedd in <br />concrete <br />SECTION B—B <br />DROP INLET CONNECTION <br />IN NEW M.H. 7 <br />9 <br />Cast iron frame and cover e <br />1 9 <br />1'-0" <br />Max. <br />Groove filled with mortar before <br />77- installing cast iron frame and cover <br />Precast rncete <br />adjustment�nforced rings r, V, C,grade & 6' high <br />2'-fr 0` <br />Min. �la, Precast reinforced concrete tapered <br />section to be in accordance with approved <br />manufacturer's dimensions <br />Tongue and gmove joints <br />for mortar. Mortar all grate <br />15r Min. rings and sections 2:1 mix. <br />Variable Dia. Precast reinforced concrete maintenance <br />hole pipes. ASTM deal,qn. C-478, adjust to <br />A proper elevation. (1',2 ,3', do 4' <br />sections as required.) <br />S"lloo�ppe 0 <br />17rt r Water tight joints <br />clan "A` A - <br />concrete ELEVATION SECTION A—A <br />g MAINTENANCE HOLE 6 <br />9 (M.H.) 9 <br />IN r <br />CHECKED DATE SUBMITTED DATE /APPROVED <br />PL <br />Box and Cover Cleanout <br />'Brooke No.1-SP, Christi No.F-8 <br />or approved equal. <br />RW - <br />1' <br />4 Braes cleanout plug <br />4 o Cleanout Riser with <br />No -Hub Joints <br />- Install 46 <br />Wye -Tee combination. <br />street sewer main <br />Acceptable Pipe Service I Begin C Dia. Alt. <br />1. Clay Pipe Cleanout Sewer Pipe. <br />2. Cast Iron do Ductile Iron <br />3. Acrylonitrile -Butadiene -Styrone (ABS) <br />4. Polyvinyl Chloride (PVC) <br />NOTES: <br />1. When cleanout falls in driveway, install "Chriety" No.F-8C or "Brooke" No.t-SP <br />(or equal) Cast Iron Traffic Cover. "Brooks No.3-RT may also by used. <br />SERVICE CLEANOUT DETAIL5 <br />9 <br />1/8 bend <br />1/4 bend —� <br />Place service line against <br />undisturbed earth in keyway <br />excavated in trench wall a <br />minimum of service outside <br />diameter. <br />ALT. C --' <br />ALT. A <br />21L min. slope <br />1 /8 bend <br />�- Undisturbed earth (typ) <br />ALT. B <br />Use standard connection <br />ALT. A CONNECTION <br />ALT. C CONNECTION <br />w �.•Irw wPw. ..wr . • A 1 ♦ , Trw.. . Trw <br />10• <br />1/2 O.D. <br />O.D.+ 20' Min. <br />SHAPED BEDDING <br />0.30 <br />1 T Min. <br />L O.D.+ 20' Min. �1 <br />SAND BEDDING <br />BEDDING DETAILS <br />NOTES: <br />1. Relative compaction of materials shall be tested in accordance <br />with the State of California, Dept. of Transportation, <br />Testing Mai ;:ols, test method No. California 216 or 231. <br />2. All existing pavement shall be neatly cut <br />to line prior to trench excavation. <br />3. Maximum payment width for A.C. Wisc. areas - Trench Repair <br />shall be the outside pipe diameter plus 3 feet. <br />Sewer <br />Main <br />TYPICAL TRENCH BACKFILL <br />( 8" PIPE ) <br />Service Cleanout e <br />9 <br />Service lateral--, <br />A/A; per tt <br />t�tn 4109° <br />Undisturbed earth <br />Approved bedding <br />1/8 bend <br />�Wye <br />45 %a Too <br />combination <br />4�. Ree <br />2/3 O.D. <br />0.30' <br />SOIL CEMENT BEDDING <br />WYE DETAIL PROFILE DETAIL <br />NOTES: <br />1. All services shall be 4 Inside diameter. <br />2. Contractor shall use the most appropriate type connection for particular situation. <br />Refer to Detail 4 for connection alternatives. <br />9 <br />TYPICAL SERVICE LATERAL 3 <br />9 <br />9 <br />DATE COUNTY OF SAN JOAQUIN <br />•w <br />BY: DATE: <br />DIRECTOR, MUNICIPAL <br />UTILITIES DEPARTMENT <br />0.0.420, <br />Af i n. <br />TYPICAL TRENCH BACKFILL <br />( 4" PIPE ) <br />MOSSWOOD SEWER PROJECT <br />PHASE 1 <br />CONSTRUCTION DETAILS <br />DEPARTMENT OF PUBUC WORKS <br />CITY OF STOCKTON, CAUFORNIA <br />SCALE: NONE APPROVED BY:DA SHEET NO <br />DESIGNED BY: D.G. 3 L 9 <br />DRAWN W: A.P.T. of 10 SHEETS <br />CHECKED BY: ' moJECT o. <br />CITY ENGINEER <br />RECORD DWG.: <br />4 <br />' v <br />WYE DETAIL PROFILE DETAIL <br />NOTES: <br />1. All services shall be 4 Inside diameter. <br />2. Contractor shall use the most appropriate type connection for particular situation. <br />Refer to Detail 4 for connection alternatives. <br />9 <br />TYPICAL SERVICE LATERAL 3 <br />9 <br />9 <br />DATE COUNTY OF SAN JOAQUIN <br />•w <br />BY: DATE: <br />DIRECTOR, MUNICIPAL <br />UTILITIES DEPARTMENT <br />0.0.420, <br />Af i n. <br />TYPICAL TRENCH BACKFILL <br />( 4" PIPE ) <br />MOSSWOOD SEWER PROJECT <br />PHASE 1 <br />CONSTRUCTION DETAILS <br />DEPARTMENT OF PUBUC WORKS <br />CITY OF STOCKTON, CAUFORNIA <br />SCALE: NONE APPROVED BY:DA SHEET NO <br />DESIGNED BY: D.G. 3 L 9 <br />DRAWN W: A.P.T. of 10 SHEETS <br />CHECKED BY: ' moJECT o. <br />CITY ENGINEER <br />RECORD DWG.: <br />