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51+ <br />T <br />6'FM <br />O <br />_. _ <br />POTHOLE PRIOR TO <br />T T_ <br />ROL <br />CONSTRUCTION <br />+ <br />—— <br />— <br />9 <br />8W <br />W <br />W <br />0 <br />^o <br />—.I— <br />X\ �� co <br />Ln <br />Ln <br />3. <br />BACKFILL ABOVE THE PIPE ZONE SHALL CONFORM TO SAN JOAQUIN COUNTY STDS. <br />O <br />w <br />C) <br />Lc) <br />(n <br />Ch <br />J <br />Q <br />��z <br />WILL BE FROM THE SPRING LINE TO ONE FOOT ABOVE THE TOP OF THE PIPE. <br />Z <br />Ir <br />SEPARATE INSPECTIONS WILL BE REQUIRED ON EACH LIFT. THE CONTRACTOR SHALL <br />U <br />O <br />PLACE THE FIRST LIFT IN A MANNER THAT WILL INSURE UNIFORM SUPPORT UNDER <br />W <br />o <br />MAIN STREET <br />0 <br />00 <br />Z <br />zrn – <br />_ <br />LLJ <br />J <br />Q (Q <br />� ± i <br />® <br />50 w <br />z <br />cr,�zz <br />ADDITIONAL BUILDING INFORMATION. <br />Z <br />m N <br />52+00 <br />18'SS <br />J <br />12"FM <br />O <br />1 • <br />O <br />ROL <br />>> <br />+ <br />W <br />~ <br />9 <br />2. <br />W <br />W <br />0 <br />c <br />O <br />X\ �� co <br />Ln <br />Ln <br />3. <br />BACKFILL ABOVE THE PIPE ZONE SHALL CONFORM TO SAN JOAQUIN COUNTY STDS. <br />w <br />C) <br />Lc) <br />(n <br />Ch <br />J <br />Q <br />��z <br />WILL BE FROM THE SPRING LINE TO ONE FOOT ABOVE THE TOP OF THE PIPE. <br />Z <br />Ir <br />SEPARATE INSPECTIONS WILL BE REQUIRED ON EACH LIFT. THE CONTRACTOR SHALL <br />U <br />O <br />PLACE THE FIRST LIFT IN A MANNER THAT WILL INSURE UNIFORM SUPPORT UNDER <br />W <br />3. <br />o <br />0 <br />00 <br />ALL BACKFILL UNDER PAVEMENT REPLACEMENT SHALL BE 4" PARTICLE SIZE OR <br />_ <br />SMALLER NATIVE MATERIAL FOR TRENCH BACKFILL FROM ONE(1) FOOT ABOVE THE <br />m� <br />® <br />ZO <br />o <br />DUAL <br />ADDITIONAL BUILDING INFORMATION. <br />Z <br />Ln <br />o <br />m <br />--t- <br />SEE SHEET 4.09 FOR LIFT STATON DETAILS AND NOTES. <br />-Ti <br />Q <br />PUMP STATION PLAN -SITE PLAN <br />J <br />00 <br />SHEET NO. <br />a <br />�w <br />o <br />DATE <br />n <br />M <br />4- <br />Ln <br />DRAWN BY J E B <br />% <br />o <br />o <br />Q <br />j <br />Lo <br />ASCENDING SLOPE FROM LIFT STATION, MATCH CROWN <br />Lu <br />61 <br />ASSISTANT DIRECTOR <br />z <br />4c <br />o <br />0 <br />N <br />ELEVATIONS. <br />PRn.IFrT N( <br />co <br />O <br />POTHOLE PRIOR <br />T <br />LL <br />O <br />o <br />N <br />CONSTRUCTION <br />N <br />N <br />V) Z <br />O <br />N <br />6. <br />ELECTRICAL SERVICE <br />CONNECTION <br />TELEPHONE SERVICE / <br />CONNECTION <br />PRECAST CONCRETE <br />VAULTS <br />SEE SHEET 4.06 FOR <br />DETAILS <br />12" 45° BEND i <br />STA 51+75.47, 56 LT <br />51+75.2 <br />61 RT <br />DRUM SCRUBBER <br />SEE SHEET 4.06 FOR <br />DETAILS 15 LF 4" VENT <br />TO SCRUBBER <br />WET WELL <br />SEE SANITARY SEWER LIFT <br />STATION W/ VAULTS <br />DETAIL ON SHEET x!.06 <br />CHRISTY U32 CB <br />GR 28.50' <br />INV OUT 25.50' (8" <br />ALL OPEN AREAS TO BE <br />2" AC OVER 6" AB <br />LL- J <br />C <br />12.5' <br />N72°05'4 'E 53.00 <br />CA <br />Ul <br />ul <br />0 <br />10 <br />Iq <br />J CONTROL <br />PANEL <br />2 LF <br />�b <br />12.0 <br />DWY <br />.� <br />O <br />Ln <br />I <br />I � <br />I � <br />I 10.0' � <br />I <br />0 <br />0 <br />N7�'05;44'E 50.00 <br />9. <br />- T - <br />POTHOLE PRIOR TO <br />CONSTRUCTION <br />GAS SERVICE <br />CONNECTION <br />WATER SERVICE <br />CONNECTION <br />PROPOSED RIGHT OF <br />WAY & BACK OF WALK <br />WROUGHT IRON FENCE W 18' SWING <br />GATE TO CROSS DWY. CONSTRUCT <br />FENCE PER CITY OF STOCKTON STD <br />DWG NO 129. <br />CHRISTY U32 CB <br />GR 28.90'LLca <br />INV OUT 25.90' (8" <br />BE 6" PCC OVER 6" AB <br />PROPOSED PROPERTY LINE. <br />PROPERTY LINE TO BE <br />DEDICATED TO THE CITY OF <br />STOCKTON WITH FEE TITLE <br />BUILDING EAVE <br />TYPE B VERTICAL CURB <br />PER COUNTY OF SAN PROPOSED WILHELMINA HENRY <br />I JOAQUIN STD DWG CW -C8 ELEMENTARY SCHOOL <br />I <br />SANITARY SEWER LIFT STATION LAYOUT <br />SCALE: 1"=10' <br />9-ou 1 - a I p(q 0 I8 -.20 <br />�o <br />K h� <br />h 2 ° <br />Ci <br />Q) <br />I I <br />I ELECTRICAL BLDG I <br />FF 30.00 <br />I I <br />I I <br />7 <br />2g OI I <br />FG I I <br />— — — — — — — — — — — J <br />TRENCH SLOPED <br />OR SHORED AS <br />REQUIRED BY OSf <br />\SO <br />�,9 <br />80 <br />PROPOSED WILHELMINA HENRY <br />ELEMENTARY SCHOOL <br />SCALE: 1"=10' <br />w <br />Q <br />0 <br />0 <br />w <br />0- <br />A - a <br />n <br />-� m <br />m <br />C/ V lv Z <br />LD <br />U <br />OF <br />Ln <br />W <br />O <br />GENERAL NOTES <br />1. <br />O <br />1 • <br />O <br />W <br />Z <br />W <br />~ <br />=Z <br />�Z <br />S <br />2. <br />W <br />W <br />0 <br />c <br />O <br />CLASS 350 CONFORMING TO CITY OF STOCKTON STD SPEC 71. <br />W <br />Ln <br />3. <br />BACKFILL ABOVE THE PIPE ZONE SHALL CONFORM TO SAN JOAQUIN COUNTY STDS. <br />w <br />+ <br />(n <br />N <br />J <br />Q <br />��z <br />WILL BE FROM THE SPRING LINE TO ONE FOOT ABOVE THE TOP OF THE PIPE. <br />J <br />O <br />POTHOLE PRIOR TO <br />CONSTRUCTION <br />GAS SERVICE <br />CONNECTION <br />WATER SERVICE <br />CONNECTION <br />PROPOSED RIGHT OF <br />WAY & BACK OF WALK <br />WROUGHT IRON FENCE W 18' SWING <br />GATE TO CROSS DWY. CONSTRUCT <br />FENCE PER CITY OF STOCKTON STD <br />DWG NO 129. <br />CHRISTY U32 CB <br />GR 28.90'LLca <br />INV OUT 25.90' (8" <br />BE 6" PCC OVER 6" AB <br />PROPOSED PROPERTY LINE. <br />PROPERTY LINE TO BE <br />DEDICATED TO THE CITY OF <br />STOCKTON WITH FEE TITLE <br />BUILDING EAVE <br />TYPE B VERTICAL CURB <br />PER COUNTY OF SAN PROPOSED WILHELMINA HENRY <br />I JOAQUIN STD DWG CW -C8 ELEMENTARY SCHOOL <br />I <br />SANITARY SEWER LIFT STATION LAYOUT <br />SCALE: 1"=10' <br />9-ou 1 - a I p(q 0 I8 -.20 <br />�o <br />K h� <br />h 2 ° <br />Ci <br />Q) <br />I I <br />I ELECTRICAL BLDG I <br />FF 30.00 <br />I I <br />I I <br />7 <br />2g OI I <br />FG I I <br />— — — — — — — — — — — J <br />TRENCH SLOPED <br />OR SHORED AS <br />REQUIRED BY OSf <br />\SO <br />�,9 <br />80 <br />PROPOSED WILHELMINA HENRY <br />ELEMENTARY SCHOOL <br />SCALE: 1"=10' <br />w <br />Q <br />0 <br />0 <br />w <br />0- <br />A - a <br />n <br />-� m <br />m <br />C/ V lv Z <br />LD <br />U <br />OF <br />Ln <br />W <br />O <br />GENERAL NOTES <br />1. <br />SEE SHEET 4.03 FOR UTILTIES ALONG EAST MAIN STREET. <br />1 • <br />O <br />W <br />Z <br />W <br />~ <br />=Z <br />�Z <br />S <br />2. <br />W <br />W <br />0 <br />c <br />O <br />CLASS 350 CONFORMING TO CITY OF STOCKTON STD SPEC 71. <br />W <br />POTHOLE PRIOR TO <br />CONSTRUCTION <br />GAS SERVICE <br />CONNECTION <br />WATER SERVICE <br />CONNECTION <br />PROPOSED RIGHT OF <br />WAY & BACK OF WALK <br />WROUGHT IRON FENCE W 18' SWING <br />GATE TO CROSS DWY. CONSTRUCT <br />FENCE PER CITY OF STOCKTON STD <br />DWG NO 129. <br />CHRISTY U32 CB <br />GR 28.90'LLca <br />INV OUT 25.90' (8" <br />BE 6" PCC OVER 6" AB <br />PROPOSED PROPERTY LINE. <br />PROPERTY LINE TO BE <br />DEDICATED TO THE CITY OF <br />STOCKTON WITH FEE TITLE <br />BUILDING EAVE <br />TYPE B VERTICAL CURB <br />PER COUNTY OF SAN PROPOSED WILHELMINA HENRY <br />I JOAQUIN STD DWG CW -C8 ELEMENTARY SCHOOL <br />I <br />SANITARY SEWER LIFT STATION LAYOUT <br />SCALE: 1"=10' <br />9-ou 1 - a I p(q 0 I8 -.20 <br />�o <br />K h� <br />h 2 ° <br />Ci <br />Q) <br />I I <br />I ELECTRICAL BLDG I <br />FF 30.00 <br />I I <br />I I <br />7 <br />2g OI I <br />FG I I <br />— — — — — — — — — — — J <br />TRENCH SLOPED <br />OR SHORED AS <br />REQUIRED BY OSf <br />\SO <br />�,9 <br />80 <br />PROPOSED WILHELMINA HENRY <br />ELEMENTARY SCHOOL <br />SCALE: 1"=10' <br />w <br />Q <br />0 <br />0 <br />w <br />0- <br />A - a <br />n <br />-� m <br />m <br />C/ V lv Z <br />LD <br />U <br />OF <br />Ln <br />W <br />O <br />GENERAL NOTES <br />1. <br />SEE SHEET 4.03 FOR UTILTIES ALONG EAST MAIN STREET. <br />1 • <br />AGGREGATE BASE SHALL BE USED IN THE PIPE ZONE. THE PIPE ZONE EXTENDS <br />FROM THE BOTTOM OF TRENCH TO ONE FOOT ABOVE THE TOP OF THE PIPE. <br />o <br />REFEr� TO CITY OF STOCKTON STD DWG NO. 50. <br />2. <br />BOTTOM OF TRENCH(FOUNDATION) TO BE VISUALLY INSPECTED FOR UNIFORMITY AND <br />2. FORCE MAINS TO BE CEMENT -MORTAR LINED DUCTILE IRON PIPE <br />COMPACTION PRIOR TO PLACEMENT OF AGGREGATE BASE BEDDING. SUBJECT TO <br />CLASS 350 CONFORMING TO CITY OF STOCKTON STD SPEC 71. <br />DENSITY TESTING AT CITY DISCRETION. <br />3. <br />BACKFILL ABOVE THE PIPE ZONE SHALL CONFORM TO SAN JOAQUIN COUNTY STDS. <br />w <br />THE BEDDING SHALL BE PLACED IN TWO LIFTS. THE FIRST LIFT WILL BE FROM THE <br />BOT- OM OF THE TRENCH TO THE SPRING LINE OF THE PIPE. THE SECOND LIFT <br />J <br />Q <br />PROVIDE 8 -MIL POLYWRAP. <br />WILL BE FROM THE SPRING LINE TO ONE FOOT ABOVE THE TOP OF THE PIPE. <br />J <br />O <br />Ir <br />SEPARATE INSPECTIONS WILL BE REQUIRED ON EACH LIFT. THE CONTRACTOR SHALL <br />U <br />O <br />PLACE THE FIRST LIFT IN A MANNER THAT WILL INSURE UNIFORM SUPPORT UNDER <br />W <br />3. <br />SEE ELECTRICAL AND ARCHITECTURAL SHEETS FOR <br />5. <br />ALL BACKFILL UNDER PAVEMENT REPLACEMENT SHALL BE 4" PARTICLE SIZE OR <br />SMALLER NATIVE MATERIAL FOR TRENCH BACKFILL FROM ONE(1) FOOT ABOVE THE <br />® <br />TOP OF THE PIPE TO THE EXISTING PAVEMENT SUBGRADE. <br />o <br />DUAL <br />ADDITIONAL BUILDING INFORMATION. <br />Z <br />MUNICIPAL UTILITIES DEPARTMENT <br />4. <br />SEE SHEET 4.09 FOR LIFT STATON DETAILS AND NOTES. <br />CITY OF STOCKTON, CALIFORNIA <br />Q <br />PUMP STATION PLAN -SITE PLAN <br />J <br />00 <br />SHEET NO. <br />a <br />�w <br />o <br />DATE <br />n <br />M <br />5. <br />DUAL FORCE MAINS TO BE CONSTRUCTED WITH CONTINUOUS <br />DRAWN BY J E B <br />% <br />o <br />o <br />Q <br />j <br />M2 <br />ASCENDING SLOPE FROM LIFT STATION, MATCH CROWN <br />Lu <br />61 <br />ASSISTANT DIRECTOR <br />z <br />4c <br />o <br />0 <br />RECORD DFCS. N/A <br />ELEVATIONS. <br />PRn.IFrT N( <br />co <br />O <br />O Q <br />LL <br />O <br />o <br />N <br />N <br />N <br />V) Z <br />O <br />N <br />6. <br />CONTRACTOR SHALL COORDINATE WITH UTILITY PROVIDERS <br />W Z <br />m <br />po <br />Q <br />� <br />U. <br />FOR SERVICE CONNECTIONS AND LOCATIONS. <br />o <br />� <br />w <br />- - <br />n <br />w <br />Z <br />H- <br />z Q <br />J - V <br />O <br />� <br />m <br />m <br />m <br />Q 0 � <br />� O <br />m <br />O <br />a <br />0 <br />W <br />i <br />J <br />a <br />Ila <br />N <br />3 <br />0� <br />m <br />v <br />c <br />O <br />N � � <br />U <br />E <br />i <br />W m_ <br />�� <br />°' <br />V x <br />W <br />CID <br />O <br />,� r <br />0 <br />N <br />y <br />Qa <br />U U` <br />Q O0 <br />si <br />Z N <br />3�� <br />oQi <br />_ C) N <br />U <br />M <br />p N <br />N � <br />i <br />W <br />Z <br />0 <br />_ <br />V <br />NOTES: <br />1 • <br />AGGREGATE BASE SHALL BE USED IN THE PIPE ZONE. THE PIPE ZONE EXTENDS <br />FROM THE BOTTOM OF TRENCH TO ONE FOOT ABOVE THE TOP OF THE PIPE. <br />Z <br />REFEr� TO CITY OF STOCKTON STD DWG NO. 50. <br />2. <br />BOTTOM OF TRENCH(FOUNDATION) TO BE VISUALLY INSPECTED FOR UNIFORMITY AND <br />COMPACTION PRIOR TO PLACEMENT OF AGGREGATE BASE BEDDING. SUBJECT TO <br />DENSITY TESTING AT CITY DISCRETION. <br />3. <br />BACKFILL ABOVE THE PIPE ZONE SHALL CONFORM TO SAN JOAQUIN COUNTY STDS. <br />4. <br />THE BEDDING SHALL BE PLACED IN TWO LIFTS. THE FIRST LIFT WILL BE FROM THE <br />BOT- OM OF THE TRENCH TO THE SPRING LINE OF THE PIPE. THE SECOND LIFT <br />J <br />Q <br />o <br />WILL BE FROM THE SPRING LINE TO ONE FOOT ABOVE THE TOP OF THE PIPE. <br />J <br />O <br />SEPARATE INSPECTIONS WILL BE REQUIRED ON EACH LIFT. THE CONTRACTOR SHALL <br />U <br />O <br />PLACE THE FIRST LIFT IN A MANNER THAT WILL INSURE UNIFORM SUPPORT UNDER <br />W <br />THE HAUNCHES AND PROPER ALIGNMENT OF THE PIPE. <br />5. <br />ALL BACKFILL UNDER PAVEMENT REPLACEMENT SHALL BE 4" PARTICLE SIZE OR <br />SMALLER NATIVE MATERIAL FOR TRENCH BACKFILL FROM ONE(1) FOOT ABOVE THE <br />® <br />TOP OF THE PIPE TO THE EXISTING PAVEMENT SUBGRADE. <br />o <br />DUAL <br />FORCE MAIN BEDDING AND BACKFILL DETAIL <br />Z <br />MUNICIPAL UTILITIES DEPARTMENT <br />NOT TO SCALE <br />CITY OF STOCKTON, CALIFORNIA <br />Z <br />J <br />PUMP STATION PLAN -SITE PLAN <br />SCALE 1 "=20' <br />APPROVED BY: ?•ti:e <br />SHEET NO. <br />a <br />DESIGNED BY TAC <br />DATE <br />4.08 <br />Z <br />SS -5 <br />DRAWN BY J E B <br />% <br />W <br />OF SHEET <br />Q <br />j <br />M2 <br />CHECKED BY J A C <br />Lu <br />61 <br />ASSISTANT DIRECTOR <br />z <br />4c <br />o <br />0 <br />RECORD DFCS. 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