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SEE NOTE N0. 6� <br />SEE NOTE N0. 7 <br />ANGLE METER STOP <br />I --5'---1--17 B" MIN. <br />I I 12^ MAX. <br />p = LING <br />BY OWWNS <br />' BY OWNER <br />i <br />METER BY CITY <br />i v o <br />SEE NOTES <br />3 AND 4 <br />N 90. POINT OF CONNECTION <br />TO CITY SYSTEM <br />SEE NOTES 1 AND 2 <br />WATER MAIN NO SPLICING ALLOWED <br />NOTE. CORPORATION STOP <br />ALL SERVICE TAPS ON P.V.C. "JAMES JONES" J-3402 OR <br />WATER MAINS TO BE MADE J -e9 WITH J-2606 ADAPTER <br />WITH "JAMES JONES" J-996 <br />(OR EQUAL) SEERNCE CLAMP. <br />TYPICAL WATER SERVICE INSTALATION <br />FOR CITY WATER SERVICE AREAS ONLY <br />NOTES: <br />1. 1 1/2" DIA. MIN. LINE TO EACH LOT <br />2. SEE SHEET NO. 96 AND 96A FOR FITTINGS <br />3. METERS SHALL BE FURNISHED AND INSTALLED BY CITY OF STOCKTON <br />4. ALLOW 8" MIN. CLEARANCE AND MAX. OF 12" BURY FOR 1 1/2" METER <br />5. THE LOCATION OF THE TAP SHALL BE A MIN. OF 24" FROM ANOTHER TAP, <br />BELL, SPIGOT, OR OTHER FITTING. <br />6. METER BOX MAY BE PLACED ADJACENT TO PROPERTY OR EASEMENT LINE WITH <br />PRIOR APPROVAL OF THE CITY ENGINEER. <br />7. USE BROOKS NO.37 METER BOX lMT'H NO. 37 TR/PL (TOUCH READ/PIT PROBE) <br />COVER OR CHRISTY B-12 METER BOX WITH B12 TR/PL COVER. ALL BOXES LOCATED <br />IN DRIVEWAY AREAS TO HAVE TRAFFIC COVERS WITH TOUCH READ HOLE <br />1 3/4" DIA. HOLE FOR T/R METER IN UPPER RIGHT OR LOWER LEFT CORNER OF LID, <br />8. PLASTIC SERVICE PIPE TO BE CONTINUOUS (NO JOINTS) BETWEEN MAIN AND <br />90' ELL. <br />1 1/2" WATER -SERVICE <br />C3 NOT TO SCALE <br />CITY OF STOCKTON 2 23 95 <br />bostnalr W N sats bm.tw x. 93 <br />Curb, gutter, and ((;; Edge of <br />sidewalk L pavement <br />3" AC <br />W W pavement <br />6 <br />i . <br />16" <br />4 <br />6' <br />Blue Reflective Pavement Marker <br />PLAN VIEW R/W <br />Variable <br />Brealk <br />che <br />j Valve box, frame and lid joint <br />refer to Standard Drawing by <br />No. W-4. <br />2" above gro <br />Flanged by ring-tite ada`o <br />(as required) <Water main2' x 4' coanchor bloca�;eConc. thrust <br />refer to Standard 1. <br />Conc. thrust Drawing No. W-5 <br />block refer to 6' flanged or flanged by <br />Standard Drawing ring-tite gate valve <br />No. W-5. <br />NOTES: Tifco No. 11 tee or equal - - <br />1. Fire hydrants shall be placed with pumper outlet facing directly towards <br />the street. <br />2. Fire hydrants shall be clean and free of concrete. <br />3. Fire hydrants to be American Darling model B-628., Lonvq Beach model 6151 <br />James Jones J-4060, Dresser M & H style 929 "reliant , Mueller "Centurion <br />or "Modern Centurion", or approved equal with (2)2 1/2" & (1)4" outlets. <br />Dry barrel in the Stockton area; (2)2 1/2" & (1)4 1/2" wet barrel in other <br />areas as approved by the fire chief. <br />4. All hydrants shall be painted OSHA safety yellow or as approved by the <br />fire district. <br />5. Break off check valve, Long Beach Iron Works, model LB 400, or <br />approved equal <br />a FIRE HYDRANT <br />C3 NOT TO SCALE <br />5 8" die. - 3 holes <br />1" x 1 1/4" <br />pick hole <br />1" <br />8 1/4" <br />2'A L <br />7/8" dia. <br />7/8" <br />A\ <br />21 " 00 <br />t <br />rrl <br />14/ 1I334' <br />7/8' 1/2 R <br />12" t <br />SECTION B -B <br />12" <br />10" <br />9 3/4" <br />-� 8 1/4 - <br />SECTION <br />/4"SECTION A -A <br />FRAME & COVER <br />6 SANITARY SEWER CLEANOUT <br />C3 NOT TO SCALE <br />COUNTY OF SAN JOAQUIN ° SEPT. 1991 <br />barxnae a twc wbaa atwt x> S - 6 <br />Cast iron lid (all locations) <br />Rattle -proof, machined <br />FOR ALL STREET seating surface <br />LOCATIONS <br />6° 14 1 /4" 6" <br />2" asphalt concrete 11 1/8" 5/8`1Finished grade <br />9 <br />"7` FOR OFF STREET <br />LOCATIONS <br />E Concrete base to be <br />Extensions N around valve box. <br />Concrete base not <br />necessary when <br />valve box is located <br />in back of sidewalk. <br />No. 10 bare soft drawn <br />copper wire along all non metallic <br />NOTES: pipe <br />1. Valve box and lid shall be Christy No. G-5, <br />Brooks No. I R T or 4 -TT, or equal. <br />2. All lids and grade rings shall have <br />machined seating surfaces. <br />3. Extensions shall be as manufactured for the <br />valve box supplied or pipe of correct size can <br />be used. <br />VALVE BOX <br />CS NOT TO SCALE <br />2" 'S' stamped in top of <br />curb to identify sewer <br />service <br />1' min 2' max <br />Temporary wood stake <br />(2x2 or larger) <br />45' Wye -Tee - <br />Service lateral combination <br />1/A" Per it. <br />slope - Approved stoppers <br />Mm <br />4' min 5' max <br />Main � <br />Main ���, A Undisturbed earth <br />/2" crushed rock <br />1/8 bend <br />- Wye <br />Flow ,_J <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 />7 SEWER SERVICE LATERAL <br />C3 NOT TO SCALE <br />Sheet 1 of 2 <br />COUNTY OF SAN JOAQUIN SEPT. 1991 <br />aztsaoF a AN OA -Y Nt S - 7A <br />1 45" MIN <br />IN I <br />THRUST BLOCK DETAILS <br />M <br />Vt <br />m <br />BEND <br />--1 "A" h <br />TEE OUTLET <br />45' Max. <br />.f�Re <br />in m <br />a ' <br />"A" <br />Min. <br />DEAD END TYPICAL SECTION <br />THRU <br />THRUST BLOCK <br />A <br />BLOCK DIMENSIONS <br />V <br />FITTINGS <br />A <br />B <br />FITTINGS <br />A <br />B <br />6 LINE <br />:•= Q- FLOW <br />LINE <br />Cost Iron Frame and Cover <br />1'-6" <br />1 -6 <br />refer to Standard Drawing No. S-6 <br />3-0 <br />2'-0' <br />45 <br />2'-0" <br />- " <br />4'-0" <br />A <br />90 <br />3'-0 <br />3' <br />2Q <br />5 -6 <br />PLAN <br />TEE OUTLET <br />Existing pavement <br />7/8"Ox6" bolts <br />or ground <br />4 -0 <br />2' <br />3'-0' <br />2'-0" <br />I.D. Pipe <br />4'-0" <br />8 LINE <br />12 <br />•< 6" <br />- <br />45'�� <br />22 1 2 <br />a,A41 --- <br />2 -0 <br />Poured -in - <br />.^'° <br />F <br />4-,,7 LOW <br />place class "B" <br />--- <br />concrete <br />., <br />,.� <br />Jj�! <br />6' �`�����' <br />. <br />Bottom trench <br />\/�/ <br />of <br />6.1 <br />Elevation <br />Section A -A <br />TYPICAL CLEANOUT <br />INSTALLATION <br />s <br />SEWER CLEANOUT <br />CS <br />NOT TO SCALE <br />COUNTY OF SAN JOAQUIN <br />3'-6" <br />Oeb SEPT. 1991 <br />D77 - S7- 5 <br />ZZ <br />beMaaca v NIaIc wase <br />Curb, gutter, and ((;; Edge of <br />sidewalk L pavement <br />3" AC <br />W W pavement <br />6 <br />i . <br />16" <br />4 <br />6' <br />Blue Reflective Pavement Marker <br />PLAN VIEW R/W <br />Variable <br />Brealk <br />che <br />j Valve box, frame and lid joint <br />refer to Standard Drawing by <br />No. W-4. <br />2" above gro <br />Flanged by ring-tite ada`o <br />(as required) <Water main2' x 4' coanchor bloca�;eConc. thrust <br />refer to Standard 1. <br />Conc. thrust Drawing No. W-5 <br />block refer to 6' flanged or flanged by <br />Standard Drawing ring-tite gate valve <br />No. W-5. <br />NOTES: Tifco No. 11 tee or equal - - <br />1. Fire hydrants shall be placed with pumper outlet facing directly towards <br />the street. <br />2. Fire hydrants shall be clean and free of concrete. <br />3. Fire hydrants to be American Darling model B-628., Lonvq Beach model 6151 <br />James Jones J-4060, Dresser M & H style 929 "reliant , Mueller "Centurion <br />or "Modern Centurion", or approved equal with (2)2 1/2" & (1)4" outlets. <br />Dry barrel in the Stockton area; (2)2 1/2" & (1)4 1/2" wet barrel in other <br />areas as approved by the fire chief. <br />4. All hydrants shall be painted OSHA safety yellow or as approved by the <br />fire district. <br />5. Break off check valve, Long Beach Iron Works, model LB 400, or <br />approved equal <br />a FIRE HYDRANT <br />C3 NOT TO SCALE <br />5 8" die. - 3 holes <br />1" x 1 1/4" <br />pick hole <br />1" <br />8 1/4" <br />2'A L <br />7/8" dia. <br />7/8" <br />A\ <br />21 " 00 <br />t <br />rrl <br />14/ 1I334' <br />7/8' 1/2 R <br />12" t <br />SECTION B -B <br />12" <br />10" <br />9 3/4" <br />-� 8 1/4 - <br />SECTION <br />/4"SECTION A -A <br />FRAME & COVER <br />6 SANITARY SEWER CLEANOUT <br />C3 NOT TO SCALE <br />COUNTY OF SAN JOAQUIN ° SEPT. 1991 <br />barxnae a twc wbaa atwt x> S - 6 <br />Cast iron lid (all locations) <br />Rattle -proof, machined <br />FOR ALL STREET seating surface <br />LOCATIONS <br />6° 14 1 /4" 6" <br />2" asphalt concrete 11 1/8" 5/8`1Finished grade <br />9 <br />"7` FOR OFF STREET <br />LOCATIONS <br />E Concrete base to be <br />Extensions N around valve box. <br />Concrete base not <br />necessary when <br />valve box is located <br />in back of sidewalk. <br />No. 10 bare soft drawn <br />copper wire along all non metallic <br />NOTES: pipe <br />1. Valve box and lid shall be Christy No. G-5, <br />Brooks No. I R T or 4 -TT, or equal. <br />2. All lids and grade rings shall have <br />machined seating surfaces. <br />3. Extensions shall be as manufactured for the <br />valve box supplied or pipe of correct size can <br />be used. <br />VALVE BOX <br />CS NOT TO SCALE <br />2" 'S' stamped in top of <br />curb to identify sewer <br />service <br />1' min 2' max <br />Temporary wood stake <br />(2x2 or larger) <br />45' Wye -Tee - <br />Service lateral combination <br />1/A" Per it. <br />slope - Approved stoppers <br />Mm <br />4' min 5' max <br />Main � <br />Main ���, A Undisturbed earth <br />/2" crushed rock <br />1/8 bend <br />- Wye <br />Flow ,_J <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 />7 SEWER SERVICE LATERAL <br />C3 NOT TO SCALE <br />Sheet 1 of 2 <br />COUNTY OF SAN JOAQUIN SEPT. 1991 <br />aztsaoF a AN OA -Y Nt S - 7A <br />1 45" MIN <br />IN I <br />THRUST BLOCK DETAILS <br />M <br />Vt <br />m <br />BEND <br />--1 "A" h <br />TEE OUTLET <br />45' Max. <br />.f�Re <br />in m <br />a ' <br />"A" <br />Min. <br />DEAD END TYPICAL SECTION <br />THRU <br />THRUST BLOCK <br />NOTES: <br />1. All thrust blocks shall be poured <br />against undisturbed soil. <br />2. Thrust block dimensions were <br />calculated to allow a soil <br />bearing value of 1,000 pounds <br />per square foot. <br />� <br />a� THRUST BLOCK DETAILS <br />C3 NOT TO SCALE <br />COUNTY OF SAN JOAQUIN <br />ovwmara ar tlauc saes <br />1/8 bend <br />1/4 bend <br />1 <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 1 <br />ALT. A <br />2% min. slope <br />1/8 bend <br />Undisturbed earth (typ) <br />�-- ALT. B <br />Use standard connection <br />be keyed <br />ench wall <br />rete to <br />9re <br />s <br />10' or <br />finished <br />grade. <br />ALT. A CONNECTION ALT. C CONNECTION <br />4� SEWER SERVICE LATERAL <br />C.3 NOT TO SCALE <br />Sheet 2 of 2 <br />ENGINEERING <br />625 Sm Avwue <br />sake c <br />atsu RM ca 95104 <br />T& (707) 5440764 <br />Fsa (707)5440666 <br />© ow wm zaaz <br />Ib. 3M <br />6p.J,hJaw <br />cli .0 <br />Ib. SOes6 <br />J} 6 CIVIL _. <br />THRUST <br />BLOCK DIMENSIONS <br />FITTINGS <br />A <br />B <br />FITTINGS <br />A <br />B <br />6 LINE <br />10 <br />LINE <br />22 1 2 <br />1'-6" <br />1 -6 <br />3-0 <br />2'-0' <br />45 <br />2'-0" <br />- " <br />4'-0" <br />Y-0" <br />90 <br />3'-0 <br />2 -6 <br />2Q <br />5 -6 <br />4 70 <br />TEE OUTLET <br />3'-0" <br />- <br />4'-0" <br />4 -0 <br />DEAD END <br />3'-0' <br />2'-0" <br />4'-0" <br />4'-0" <br />8 LINE <br />12 <br />LINE <br />0 <br />22 1 2 <br />2'-p" <br />2 -0 <br />3 -0 <br />3 -0 <br />45 <br />3 -0 <br />2 -6OUTLFT <br />Q <br />3'-6" 1 <br />3'-0" I5 <br />-8 <br />DEAD END <br />3'-6" <br />3'_p" <br />5'-6" <br />ZZ <br />NOTES: <br />1. All thrust blocks shall be poured <br />against undisturbed soil. <br />2. Thrust block dimensions were <br />calculated to allow a soil <br />bearing value of 1,000 pounds <br />per square foot. <br />� <br />a� THRUST BLOCK DETAILS <br />C3 NOT TO SCALE <br />COUNTY OF SAN JOAQUIN <br />ovwmara ar tlauc saes <br />1/8 bend <br />1/4 bend <br />1 <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 1 <br />ALT. A <br />2% min. slope <br />1/8 bend <br />Undisturbed earth (typ) <br />�-- ALT. B <br />Use standard connection <br />be keyed <br />ench wall <br />rete to <br />9re <br />s <br />10' or <br />finished <br />grade. <br />ALT. A CONNECTION ALT. C CONNECTION <br />4� SEWER SERVICE LATERAL <br />C.3 NOT TO SCALE <br />Sheet 2 of 2 <br />ENGINEERING <br />625 Sm Avwue <br />sake c <br />atsu RM ca 95104 <br />T& (707) 5440764 <br />Fsa (707)5440666 <br />© ow wm zaaz <br />Ib. 3M <br />6p.J,hJaw <br />cli .0 <br />Ib. SOes6 <br />J} 6 CIVIL _. <br />fl <br />v <br />LL <br />I- <br />CD <br />2Q <br />D <br />0 <br />CO <br />Q <br />Q <br />2 <br />ZZ <br />0 _J :D <br />0 <br />U z <br />Z <br />5 R <br />Z <br />O <br />N <br />.rob Nix 01-841 <br />D,," sr• WJK <br />chodw A: DS <br />Do* Jul 10, 2002 <br />a <br />R <br />Rwieions <br />By <br />g <br />0 <br />m <br />0 <br />fl <br />