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192 <br />Grout smooth all edges of pipe opening <br />F #5 Rebars (typical) <br />Cast Iron Frame and Cover <br />refer to Standard Drawing No. S-6 <br />1" x 1 <br />pick h <br />8 1/ <br />A <br />7/8" dia. <br />holes <br />1'-0 <br />\\ /7 Min. I 3' Opening (See Note No 3) 3. 7/8" <br />\\ // ►rJl <br />4' Dia. PLAN VIEW PLAN <br />."� 17„ <br />=f= Standard storm drain manhole <br />refer to Standard Drawing <br />3' dia. No. D-17. i 4' Dia. 21" 40 <br />or sq. 0 <br />PLAN VIEW 2" 3" Grout to Foundation pipe 16" <br />Dia. of <br />14" <br />3" 3/4" <br />T_ 1 7/8"0x6" bolts <br />Existing pavement 2' <br />20" <br />or ground 7/8 1/7' R <br />2" 2„ <br />1 <br />6" or 8" � .• � 00 <br />1' 1 1/4!' 3/4" <br />1/8 Class "g' Concrete I.D. Pipe / + „ <br />-�:::�::�-::��x, 8.. 8.. 1' /•45•+\\ s" SECTION B—B <br />Poured—in- <br />1/g" I �1 3/8 2" 5/8�5' Min. �5' Min. ?:;?:;:::; :—� FLOW place class "B" Q 12" <br />concrete <br />SECTION A—A SECTION A—A "1%<�� \ +��' <br />22 1/4" PIPES LARGER THAN >> 6 Bottom of trench * — 9 3/4 <br />PIPES 24 TO 36 DIA.Elevation Section AA <br />SECTION A—A 36on — <br />" DIA. I 8 1/47 <br />NOTES: <br />1. The foundation shall be a minimum of 5' for 44" O.D. pipe and smaller. <br />NOTE: 2. For pipe larger than 44" O.D., the foundation shall extend a minimum TYPICAL CLEANOUT INSTALLATION SECTION A—A <br />Grate shall be fastened to frame of 8" beyond each side of the pipe. <br />with 18' of 1/4" heat—treated chain 3. Opening to be 3' long x (I.D. of pipe) wide, up to 36" I.D. pipe. <br />For pipes larger than 36" I.D., opening to be 36' diameter or square. <br />N. FRAME & GRATE roP�by N.. SADDLE—TYPE MANHOLE b""i°w No. <br />""''°" By by N.. RVIWW FRAME & COVER APPModey <br />D1040W of PUWW Wa—ft FOR DIreaw or Pubo Wawa SEWER CLEANOUT Utu.ow Of %W W.no <br />D..w DEW (18" STORM DRAIN INLET) Dram bIy JLD PIPE 24" DIA. AND LARGER Drown by JLD D•"bx JLD (SANITARY SEWER CLEANOUT) <br />a.oK�» COUNTY OF SAN JOAQUIN �. SEPT. 1991 c"�o"W by COUNTY OF SAN JOAQUIN ooe SEPT. 1991 Oh.x.e by COUNTY OF SAN JOAQUIN o.e. SEPT. 1991 �"b b• COUNTY OF SAN JOAQUIN o.e. SEPT. 1991 <br />S..a NONE oePARTMe OF PUSuc WOWS or..ma No. D — 16 SMI. NONE OEPuaua°r Or Pusuc WOWS Oro.Kp No. D — 18 S..I. D� AR uwr Or PUeuc WORKS OPummrr Or PUsuc WORKS <br />NONE wo.ma "o. g — 5_ Soo" NONE °ra.,'ng No. S — 6 <br />Wye - <br />Sewer <br />Main <br />2" 'S' stamped in top of <br />curb to identify sewer <br />service <br />1' min 2' max lr� <br />1/8 bend <br />Temporary wood stake <br />18' <br />NOTE: Dimensions <br />ZONE C <br />1/4 bend <br />(2x2 or <br />larger) <br />No adapter joints in <br />ZONE A: <br />special pipe <br />N P <br />45' Wye—Tee <br />WATE 4'' <br />1 MAIN <br />ZONE P <br />No adapter joints in special pipe <br />combination <br />ZONE D <br />ment class 50 or heavier ductile iron pipe with standard bituminous <br />Service lateral <br />— <br />�v <br />E <br />as above, class 200 PVC (DR14 per AWWA C900) plastic pipe or <br />undisturbed <br />earth in keyway <br />\\ / <br />of pipe with no joints shall be centered at the water main. No <br />excavated in <br />trench wall a <br />per <br />k <br />New water main—existing sewer <br />minimum of <br />service outside <br />s`ope <br />Approved stoppers <br />If the sewer does not meet the ZONE B requirements given above <br />diameter. <br />the water main shall be of class 200 pipe or equivalent. <br />Mn <br />4' min 5' max <br />from the County Environmental Health Dept. If permission is granted, <br />ALT. C <br />the sewer shall be encased with reinforced concrete as detailed below, <br />Cast Iron Frame and Cover <br />refer to Standard Drawing No. S-6 <br />1" x 1 <br />pick h <br />8 1/ <br />A <br />7/8" dia. <br />holes <br />1'-0 <br />\\ /7 Min. I 3' Opening (See Note No 3) 3. 7/8" <br />\\ // ►rJl <br />4' Dia. PLAN VIEW PLAN <br />."� 17„ <br />=f= Standard storm drain manhole <br />refer to Standard Drawing <br />3' dia. No. D-17. i 4' Dia. 21" 40 <br />or sq. 0 <br />PLAN VIEW 2" 3" Grout to Foundation pipe 16" <br />Dia. of <br />14" <br />3" 3/4" <br />T_ 1 7/8"0x6" bolts <br />Existing pavement 2' <br />20" <br />or ground 7/8 1/7' R <br />2" 2„ <br />1 <br />6" or 8" � .• � 00 <br />1' 1 1/4!' 3/4" <br />1/8 Class "g' Concrete I.D. Pipe / + „ <br />-�:::�::�-::��x, 8.. 8.. 1' /•45•+\\ s" SECTION B—B <br />Poured—in- <br />1/g" I �1 3/8 2" 5/8�5' Min. �5' Min. ?:;?:;:::; :—� FLOW place class "B" Q 12" <br />concrete <br />SECTION A—A SECTION A—A "1%<�� \ +��' <br />22 1/4" PIPES LARGER THAN >> 6 Bottom of trench * — 9 3/4 <br />PIPES 24 TO 36 DIA.Elevation Section AA <br />SECTION A—A 36on — <br />" DIA. I 8 1/47 <br />NOTES: <br />1. The foundation shall be a minimum of 5' for 44" O.D. pipe and smaller. <br />NOTE: 2. For pipe larger than 44" O.D., the foundation shall extend a minimum TYPICAL CLEANOUT INSTALLATION SECTION A—A <br />Grate shall be fastened to frame of 8" beyond each side of the pipe. <br />with 18' of 1/4" heat—treated chain 3. Opening to be 3' long x (I.D. of pipe) wide, up to 36" I.D. pipe. <br />For pipes larger than 36" I.D., opening to be 36' diameter or square. <br />N. FRAME & GRATE roP�by N.. SADDLE—TYPE MANHOLE b""i°w No. <br />""''°" By by N.. RVIWW FRAME & COVER APPModey <br />D1040W of PUWW Wa—ft FOR DIreaw or Pubo Wawa SEWER CLEANOUT Utu.ow Of %W W.no <br />D..w DEW (18" STORM DRAIN INLET) Dram bIy JLD PIPE 24" DIA. AND LARGER Drown by JLD D•"bx JLD (SANITARY SEWER CLEANOUT) <br />a.oK�» COUNTY OF SAN JOAQUIN �. SEPT. 1991 c"�o"W by COUNTY OF SAN JOAQUIN ooe SEPT. 1991 Oh.x.e by COUNTY OF SAN JOAQUIN o.e. SEPT. 1991 �"b b• COUNTY OF SAN JOAQUIN o.e. SEPT. 1991 <br />S..a NONE oePARTMe OF PUSuc WOWS or..ma No. D — 16 SMI. NONE OEPuaua°r Or Pusuc WOWS Oro.Kp No. D — 18 S..I. D� AR uwr Or PUeuc WORKS OPummrr Or PUsuc WORKS <br />NONE wo.ma "o. g — 5_ Soo" NONE °ra.,'ng No. S — 6 <br />Wye - <br />Sewer <br />Main <br />2" 'S' stamped in top of <br />curb to identify sewer <br />service <br />1' min 2' max lr� <br />1/8 bend <br />Temporary wood stake <br />18' <br />NOTE: Dimensions <br />ZONE C <br />1/4 bend <br />(2x2 or <br />larger) <br />No adapter joints in <br />ZONE A: <br />special pipe <br />N P <br />45' Wye—Tee <br />WATE 4'' <br />1 MAIN <br />ZONE P <br />No adapter joints in special pipe <br />combination <br />ZONE D <br />ment class 50 or heavier ductile iron pipe with standard bituminous <br />Service lateral <br />ZONE <br />Place service line against <br />as above, class 200 PVC (DR14 per AWWA C900) plastic pipe or <br />undisturbed <br />earth in keyway <br />tt <br />of pipe with no joints shall be centered at the water main. No <br />excavated in <br />trench wall a <br />per <br />k <br />New water main—existing sewer <br />minimum of <br />service outside <br />s`ope <br />Approved stoppers <br />If the sewer does not meet the ZONE B requirements given above <br />diameter. <br />the water main shall be of class 200 pipe or equivalent. <br />Mn <br />4' min 5' max <br />from the County Environmental Health Dept. If permission is granted, <br />ALT. C <br />1/2" crushed rock <br />;nd <br />Undisturbed earth <br />WYE DETAIL PROFILE DETAIL <br />NOTES: <br />1. All services shall be 4" inside diameter or as shown on plan. <br />2. Contractor shall use the most appropriate type connection <br />(alternates on sht. 2) for the particular situation. <br />3. See standard plan for required cleanouts & boxes. <br />Sheet 1 of 2 <br />SEWER SERVICE LATERAL DirwW <br />COUNTY OF SAN JOAQUIN Dew SEPT. 1991 <br />O -AMINr OF PLOM WORKS fti^a No. S — 7, <br />MOZAFFARI ENGINEERING •° <br />ANDRE MOZAFFARI P.E. C43695 <br />400 12TH ST. SUITE 11 <br />MODESTO , CALIFORNIA — 95354 6 No. 47195 <br />TEL. (209) 572-4430 v1,t8� , .. 4 <br />FAX. (209) 572-4436 <br />ALT. A CONNECTION <br />JLD <br />NONE <br />ALT. A <br />2% min. slope <br />1Z8 bend <br />'Undisturbed earth (typ) <br />ALT. B <br />Use standard connection <br />Bell to be keyed <br />into trench wall <br />ye placed in <br />ass C concrete to <br />springline where <br />top of pipe is 10' or <br />greater below finished <br />grade. <br />ALT. C CONNECTION <br />Sheet 2 of 2 <br />`ZON <br />NARALLEL <br />18' <br />NOTE: Dimensions <br />ZONE C <br />all crossings <br />4" <br />CASE I: <br />No adapter joints in <br />ZONE A: <br />special pipe <br />N P <br />ZONE B: <br />WATE 4'' <br />1 MAIN <br />ZONE P <br />No adapter joints in special pipe <br />3' <br />ZONE D <br />ment class 50 or heavier ductile iron pipe with standard bituminous <br />ZONE <br />NARALLEL <br />CONSTRUCTION PERPENDICULAR CONSTRUCTION <br />NOTE: Dimensions <br />are from outside of water main to outside of sewer. <br />all crossings <br />shall be at 90• where possible. <br />CASE I: <br />New sewer—existing water main <br />ZONE A: <br />Sewer lines will not be permitted in this zone without special <br />permission from County Environmental Health. <br />ZONE B: <br />Extra strength vitrified clay pipe with compression joints; or <br />rubber gasketed plastic pipe conforming to ASTM D3034-81 SDR -35 <br />specifications. <br />ZONE C/D: <br />Where sewer will carry flows from industrial or commercial develop— <br />ment class 50 or heavier ductile iron pipe with standard bituminous <br />coating and approved mechanical joints shall be used. Where sewer <br />will carry flows from residential developments only ductile iron pipe <br />as above, class 200 PVC (DR14 per AWWA C900) plastic pipe or <br />rubber gasketed pipe conforming to ASTM D3034-81 SDR -35 <br />specification may be used. In each case a minimum 18 foot length <br />of pipe with no joints shall be centered at the water main. No <br />adaptor joints will be allowed closer than 8 feet to the water line. <br />CASE II: <br />New water main—existing sewer <br />No water mains shall be constructed without special permission <br />from County Environmental Health Dept. <br />ZONE B: <br />If the sewer does not meet the ZONE B requirements given above <br />the water main shall be of class 200 pipe or equivalent. <br />ZONE C: <br />No water mains shall be constructed without special permission <br />from the County Environmental Health Dept. If permission is granted, <br />the sewer shall be encased with reinforced concrete as detailed below, <br />or reconstructed per case I ZONE C/D requirements. <br />ZONE D: <br />The sewer shall be encased with reinforced concrete as detailed below, <br />or reconstructed per case I ZONE C/D requirements. <br />ZONE P: <br />Prohibited construction zone. <br />s" <br />NOTE: <br />No. 4 bars <br />(1) Sewer lines larger than 24" diameter, <br />,•,�' <br />house laterals above pressure water <br />Acceptable reinforced mains & sewer lines within 25' of low <br />> <br />6" concrete encasement head water mains, shall be reviewed <br />detail (class B P.C.C.) <br />•�s•> <br />and approved by the County <br />°.} <br />#4 bar hoop 24" O.C. Environmental Health Dept. <br />AproM <br />SEWER SERVICE LATERAL R�.., WATER—SEWER �„a . oft <br />SEPARATION STANDARDS <br />0,... by JLD <br />COUNTY OF SAN JOAQUIN o -w SEPT. 1991 00*W by COUNTY OF SAN JOAQUIN Date SEPT. 1991 <br />OPAROAD r Or PUeuc WOWS Dro lo -g No. S — 7B SWI* NONE Da+ixrurxr or PUSuc WOWS u,ew.o No. <br />W — 7 <br />801 17th r1, SUITE F, MODESTO, CA. 95354 <br />PH: —9724 FX: (209) 526-0472 <br />SAN JOr1�UIN COliN'PY" <br />ST1nDARD DETAILS <br />H: 1" = 2( <br />V: 1 " — 2' <br />DLJ <br />ED <br />DLJ <br />=D <br />DLH <br />N <br />I• 9328 <br />10/20/94 <br />