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2'-6" <br />9,-6„ _ <br />0 2' — 0" <br />M <br />1 <br />U � <br />SCORE MARK IF MONOLITHIC POUR LJ` 1 1/2" <br />SLOPE 1/4" PER FOOT " <br />a � 2 <br />a 4 a a <br />�1 a aaa �• a <br />Ifn <br />TYP. <a (_0 <br />a <br />as a <br />1 <br />6„ 1 1/2" x 3 1/2" KEY, <br />6" UNLESS POURED MONOLITHIC <br />1 <br />F1 5/8" x 24" LONG STEEL DOWELS, GREASED AND WRAPPED ONE <br />SIDE THROUGH ALL EXPANSION AND COLD JOINTS. <br />[2 ALL CURB, GUTTER AND SIDEWALK IN AREAS WITH "R" VALUE IS <br />LESS THAN 50, PLACE 4" MIN OF AGGREGATE SUBBASE CLASS IV <br />UNDER THE CONCRETE EECTIONS AND COMPACT TO A MIN OF 90%. <br />A VERTICAL CURB, GUTTER & SIDEWALK <br />- SAN JOAQUIN CO STD CW -C7 <br />IS <br />2'-0" MIN. 2'-1 MIN. <br />Q0 <br />1'-1 /2" AVING <br />777777777777 - <br />RADIUS TYPICAL <br />8„ ��� ���� CLASS "B" CONCRETE <br />X[-51 <br />COMPACTED AB CLASS II MATERIAL TO 95% <br />00 <br />�-3/8" <br />EXPANSION JOINT <br />NOTES <br />1. CONSTRUCT EXPANSION JOINTS, PER AGENCY REQUIREMENTS AT <br />BEGINNING & ENDS OF CURBS, EACH SIDE OF CATCHBASINS AND OTHER <br />FIXED OBJECTS. <br />2. CONCRETE VALLEY GUTTER TO BE USED ONLY WITH SPECIFIC APPROVAL <br />OF THE AGENCY. <br />3. MIN. SLOPE OF GUTTER SHALL BE SET BY AGENCY. <br />FOUR — 5/8" X 24" LONG STEEL DOWELS, GREASED AND WRAPPED ONE <br />SIDE THROUGH ALL EXPANSION JOINTS. <br />N4 — #4 BARS CONTINUOUS WITH #4 BARS AT 48" ON CENTER <br />PREFORMED FIBER EXPANSION JOINT FILLER CONFORMING TO ASTM <br />D-1751 <br />VALLEY GUTTER <br />SAN JOAQUIN CO STD CW -C23 <br />NTS <br />2" MIN. <br />16" MIN. <br />20" MAX. 4" MAX. <br />�- <br />�1 <br />HYDRANT <br />PUMPER OUTLET FACING STREET <br />o 0 <br />o <br />4"CLEARANCE <br />MECHANICAL <br />i <br />JOINT <br />I o <br />> <br />i <br />THRUST BLOCK <br />STANDARD <br />VALVE BOX <br />HYDRANT "T" <br />CONCRETE BLOCK` <br />THRUST <br />a <br />tsos <br />GATE VALVE BLOCK <br />3" <br />SECTION <br />NOTES: <br />SECTION <br />1. <br />HYDRANT MODEL <br />TO BE APPROVED BY AGENCY. <br />2. <br />SEE STANDARDS <br />FOR LOCATION OF HYDRANT. <br />3. <br />HYDRANTS SHALL <br />BE CLEAN AND FREE OF CONCRETE. <br />4. <br />HYDRANTS SHALL <br />BE PAINTED YELLOW, IN ACCORDANCE WITH AGENCY <br />2. GRATE, FRAME <br />STANDARDS. <br />TO SOUTH BAY FOUNDRY <br />05 <br />6" DIA. PVC PIPE <br />(AWWA C-900 WITH CIP EQUIVALENT O.D.) <br />© <br />FIRE HYDRANT LATERALS GREATER THAN 100 LF, SHALL HAVE A GATE <br />Q Z <br />VALVE INSTALLED <br />NEAR THE FIRE HYDRANT AS APPROVED BY THE AGENCY. <br />7 <br />BREAK AWAY SPOOL WITH HOLLOW BREAK -OFF BOLTS WITH NUT ON <br />BE DEPRESSED 1" BELOW GUTTER <br />BOTTOM AT CONNECTION <br />TO HYDRANT. <br />® <br />EXPANSION JOINT <br />MATERIAL WHERE HYDRANT IS PLACED IN CONCRETE. <br />G FIRE HYDRANT ASSEMBLY <br />COUNTY OF SAN JOAQUIN NO. CW -W18 <br />NTS <br />Gay. Bldg. /g-�S9 <br />R=3/4" (TYP.) <br />vIENT & BASE <br />TYPE "B" VERTICAL CURB <br />❑1 5/8" x 24" LONG STEEL DOWELS, GREASED AND WRAPPED ONE <br />SIDE THROUGH ALL EXPANSION AND COLD JOINTS. <br />❑2 ALL CURB, GUTTER AND SIDEWALK IN AREAS WITH "R" VALUE IS <br />LESS THAN 50, PLACE 4" MIN OF AGGREGATE SUBBASE CLASS IV <br />UNDER THE CONCRETE EECTIONS AND COMPACT TO A MIN OF 90%. <br />B <br />VERTICAL CURB <br />SAN JOAQUIN CO STD CW -C8 <br />NTS <br />5,-6„ <br />3 0° <br />Top of curb <br />Flowline of <br />gutter <br />Expansion <br />joint <br />Expansion <br />Joint -I <br />N <br />Lip of gutter <br />Catchbasin assembly to be set <br />PLAN 1" below flow line of gutter <br />Sidewalk y 4" throat <br />2" Min. opening �24"1U4 U4 U4 <br />�{ ^ <br />1 /2 dia. Ln <br />bolt j <br />Boss to hold GRATE <br />grate in place N <br />24" dia. conc. 25 1 /2' <br />pipe see note 112" dia.no. 51S= 01 <br />E TYPE 1 CURB INLET CATCHBASIN <br />SAN JOAQUIN CO STD D-13 <br />NTS <br />PLAN <br />0.42' 2' 0.42' <br />0.42' i1 1- - 4' 0.42' <br />SECTION A -A <br />1 112" AC OVER <br />CONCRETE COLLAR. <br />1 1/2"—I <br />FINISH <br />GRADE <br />.. <br />SLOPE AT 1' /FT <br />CLASS "B" CONCRETE <br />FOR BASE. <br />SEE STANDARD DRAWING NO. <br />CW -C7 FOR VERTICAL CURB, <br />GUTTER & SIDEWALK <br />5 'Q) i <br />SEE STANDARD DRAWING NO. QRpFESS/ON <br />CW -C6 FOR ROLL CURB, <br />GUTTER AND SIDEWALK. L4 <br />No. 42439 <br />EXPANSION JOINTS PER <br />STANDARD DRAWING NO. <br />CW -C3 <br />CURB TRANSITION DETAIL <br />SAN JOAQUIN CO STD R-9 <br />NTS <br />CONCRETE COLLAR CONSTRUCTION. <br />TYPICAL FOR ALL M.H. IN STREET PAVEMENT AREA. <br />MAINTENANCE HOLE FRAME COVER TO <br />CONFORM TO STANDARD DWG NO. 54 GROUT <br />FRAME TO GRADE RING. SLOPE TO MATCH <br />6" FINISH GRADE. <br />a ° 3" PR 6" PRECAST REINFORCED <br />° CONCRETE GRADE RINGS AS <br />a 5„ REQUIRED. <br />24" MIN. 12" MAX. 2-1" HANDLING HOLES, 180° APART, <br />° d <br />® TO BE PLUGGED WITH MORTAR <br />IY4 ` ° AFTER INSTALLATION. <br />° PRECAST REINFORCED CONCRETE <br />CONE <br />ad <br />TONGUE AND GROOVE JOINTS FOR <br />MORTAR. MORTAR ALL GRADE RINGS <br />AND SECTIONS 2:1 MIX. <br />48" <br />1'-2'-3'-4' M.H. PIPE SECTIONS <br />LP I- 6„ <br />a <br />tsos <br />33" <br />3" <br />11 <br />M <br />SECTION <br />a <br />PLAN <br />OF FRAME <br />NOTES: <br />w <br />H <br />UO <br />UJ <br />1. ALL EXPOSED <br />STEEL SHALL BE DIPPED WITH 2 COATS OF COAL TAR PITCH <br />HEATED TO A <br />MINIMUM OF 180° OR GALVANIZED. <br />U <br />2. GRATE, FRAME <br />AND SIDE INLET SHALL CONFORM <br />TO SOUTH BAY FOUNDRY <br />A-645 FRAME <br />WITH EITHER A-390 RIVITED OR A <br />-390-M FABRICATED STEII <br />GRATE. <br />a <br />d <br />Q Z <br />3. GRATE SHALL <br />BE CHAINED TO FRAME. <br />° <br />c <br />4. GRATE SHALL <br />BE DEPRESSED 1" BELOW GUTTER <br />PROFILE GRADE. <br />5.24" PIPE BARREL SHALL BE CLASS II R.C.P., OR <br />CLASS 2 OR 3 <br />NON -REINFORCED CONCRETE PIPE. <br />O Q <br />E TYPE 1 CURB INLET CATCHBASIN <br />SAN JOAQUIN CO STD D-13 <br />NTS <br />PLAN <br />0.42' 2' 0.42' <br />0.42' i1 1- - 4' 0.42' <br />SECTION A -A <br />1 112" AC OVER <br />CONCRETE COLLAR. <br />1 1/2"—I <br />FINISH <br />GRADE <br />.. <br />SLOPE AT 1' /FT <br />CLASS "B" CONCRETE <br />FOR BASE. <br />SEE STANDARD DRAWING NO. <br />CW -C7 FOR VERTICAL CURB, <br />GUTTER & SIDEWALK <br />5 'Q) i <br />SEE STANDARD DRAWING NO. QRpFESS/ON <br />CW -C6 FOR ROLL CURB, <br />GUTTER AND SIDEWALK. L4 <br />No. 42439 <br />EXPANSION JOINTS PER <br />STANDARD DRAWING NO. <br />CW -C3 <br />CURB TRANSITION DETAIL <br />SAN JOAQUIN CO STD R-9 <br />NTS <br />CONCRETE COLLAR CONSTRUCTION. <br />TYPICAL FOR ALL M.H. IN STREET PAVEMENT AREA. <br />MAINTENANCE HOLE FRAME COVER TO <br />CONFORM TO STANDARD DWG NO. 54 GROUT <br />FRAME TO GRADE RING. SLOPE TO MATCH <br />6" FINISH GRADE. <br />a ° 3" PR 6" PRECAST REINFORCED <br />° CONCRETE GRADE RINGS AS <br />a 5„ REQUIRED. <br />24" MIN. 12" MAX. 2-1" HANDLING HOLES, 180° APART, <br />° d <br />® TO BE PLUGGED WITH MORTAR <br />IY4 ` ° AFTER INSTALLATION. <br />° PRECAST REINFORCED CONCRETE <br />CONE <br />ad <br />TONGUE AND GROOVE JOINTS FOR <br />MORTAR. MORTAR ALL GRADE RINGS <br />AND SECTIONS 2:1 MIX. <br />48" <br />1'-2'-3'-4' M.H. PIPE SECTIONS <br />3„ TO 5„ <br />TOP OF <br />PIPE 6 <br />1 + HAND FINISH SLOPES <br />5'-10 <br />�d <br />00 <br />MAX. <br />4 <br />EYE -03-31-D8 <br />\s�qC V 1 ��\P <br />DF CA��F� <br />NOTES: <br />1. PRECAST CONCRETE M.H. UNITS SHALL CONFORM <br />TO A.S.T.M. C-478. <br />2. CONSTRUCT PIPE STUB JOINT, 2 FEET MINIMUM <br />FROM BASE OF M.H. ATTACH PIPE WITH FLEXIBLE <br />RUBBER COUPLING. <br />3. PRIOR APPROVAL MUST BE OBTAINED BEFORE <br />INSTALLING MORE THAN 12" OF GRADE RINGS. <br />4. FOR TYPICAL PIPE INTERSECTION DETAIL SEE <br />DRAWING NO. 78. <br />**** THE CITY OF STOCKTON EXPECTS THIS <br />DRAWING WILL BE REPLACED BY THE <br />COUNTYWIDE STANDARD (CW -S7), AFTER IT IS <br />ACCEPTED BY THE C.O.S. <br />UNDISTURBED EARTH <br />SANITARY SEWER <br />TYPE I MAINTENANCE HOLE <br />CITY OF STOCKTON DWG 55 <br />NT <br />MAINTENANCE HOLE FRAME <br />COVER ADJUST TO GRADE <br />PER COUNTY STANDARDS. <br />1 1/2 <br />° INSTALL GRADE RINGS AS REQUIRED <br />FINISH ° 5„ FOR GRADE (GROUT IN PLACE) 12" <br />GRADE MAXIMUM <br />i24" <br />24" MIN. 12" MAX. <br />a ° <br />o ,.' PRECAST REINFORCED CONCRETE <br />w CONE 2�. <br />a 1 ALL JOINTS SHALL BE SET ON FULL <br />MORTAR BED AND BANDED WITH <br />O 5 MORTAR ON BOTH INTERIOR AND <br />iv) Q EXTERIOR SURFACES. <br />N z a 48 <br />o a 3„ TO—'5„ <br />F <br />v TOP OF <br />C 1 >> PIPE �6„ <br />A d_ HAND FINISH SLOPES <br />d ° <br />'- <br />d <br />d Q <br />Q <br />W <br />LJ� ° <br />Q . ° d�aG O/i add /4U MAX. <br />�>> >> <br />CLASS B CONCRETE 6 <br />FOR BASE. 00 <br />5'-10” UNDISTURBED EARTH <br />ECCENTRIC MAINTENANCE HOLE CONE J <br />CITY OF STOCKTON DWG 53 <br />NTS <br />TYPE I MAINTENANCE HOLE <br />SAN JOAQUIN CO STD CW -S7 <br />NTS <br />NOTES: <br />1. FOR PIPES 33" DIAMETER AND SMALLER. <br />71 ECCENTRIC REINFORCED CONCRETE CONE MAY BE <br />USED ON APPROVAL OF AGENCY. <br />D PRECAST CONCRETE M.H. UNITS SHALL CONFORM <br />TO A.S.T.M. C-478. <br />CONSTRUCT FLEXIBLE PIPE JOINT AT 2 FEET <br />MAXIMUM FROM BASE OF MAINTENANCE HOLE FOR <br />RIGID PIPE. (EXCEPT CAST -IN-PLACE). <br />55 INTERIOR COATING WHERE REQUIRED BY AGENCY. <br />© RUBBER RING WATERSTOP OR ADAPTER REQUIRED <br />FOR PVC PIPE INSTALLATIONS. <br />7. FOR UNPAVED AREAS LEAVE MAINTENANCE FOLE <br />ABOVE GROUND AS REQUIRED BY AGENCY. <br />**** THE COUNTY OF STOCKTON EXPECTS THIS <br />DRAWING WILL BE REPLACED BY THE <br />COUNTYWIDE STANDARD (CW -S7), AFTER IT IS <br />ACCEPTED BY THE C.O.S. <br />C-2 <br />MUNICIPAL UTILITIES DEPARTMENT <br />CITY OF STOCKTON, CALIFORNIA <br />SCALE N TSAPPROVED BY: SHEET NO. <br />DESIGNED BY TAC DATE 7.04 <br />DRAWN BY J E B v S' ` OF SHEET <br />CHECKED BY D D L ASSISTANT DIRECTOR <br />RECORD DWCS. N/A SANITARY SEfER ONLY) PROJECT /MV <br />UJ <br />Q <br />0 <br />0 <br />w <br />> <br />0 <br />x <br />3 - <br />CL <br />a <br />> <br />W <br />a <br />0 <br />L <br />M <br />a <br />UJo <br />_Q <br />w <br />H <br />UO <br />UJ <br />d <br />d <br />° dd <br />U <br />= <br />(n <br />4 <br />d <br />dd <br />Q <br />d <br />a <br />d <br />Q Z <br />e <br />c <br />° <br />c <br />N <br />Q <br />n, <br />O Q <br />Qd <br />3„ TO 5„ <br />TOP OF <br />PIPE 6 <br />1 + HAND FINISH SLOPES <br />5'-10 <br />�d <br />00 <br />MAX. <br />4 <br />EYE -03-31-D8 <br />\s�qC V 1 ��\P <br />DF CA��F� <br />NOTES: <br />1. PRECAST CONCRETE M.H. UNITS SHALL CONFORM <br />TO A.S.T.M. C-478. <br />2. CONSTRUCT PIPE STUB JOINT, 2 FEET MINIMUM <br />FROM BASE OF M.H. ATTACH PIPE WITH FLEXIBLE <br />RUBBER COUPLING. <br />3. PRIOR APPROVAL MUST BE OBTAINED BEFORE <br />INSTALLING MORE THAN 12" OF GRADE RINGS. <br />4. FOR TYPICAL PIPE INTERSECTION DETAIL SEE <br />DRAWING NO. 78. <br />**** THE CITY OF STOCKTON EXPECTS THIS <br />DRAWING WILL BE REPLACED BY THE <br />COUNTYWIDE STANDARD (CW -S7), AFTER IT IS <br />ACCEPTED BY THE C.O.S. <br />UNDISTURBED EARTH <br />SANITARY SEWER <br />TYPE I MAINTENANCE HOLE <br />CITY OF STOCKTON DWG 55 <br />NT <br />MAINTENANCE HOLE FRAME <br />COVER ADJUST TO GRADE <br />PER COUNTY STANDARDS. <br />1 1/2 <br />° INSTALL GRADE RINGS AS REQUIRED <br />FINISH ° 5„ FOR GRADE (GROUT IN PLACE) 12" <br />GRADE MAXIMUM <br />i24" <br />24" MIN. 12" MAX. <br />a ° <br />o ,.' PRECAST REINFORCED CONCRETE <br />w CONE 2�. <br />a 1 ALL JOINTS SHALL BE SET ON FULL <br />MORTAR BED AND BANDED WITH <br />O 5 MORTAR ON BOTH INTERIOR AND <br />iv) Q EXTERIOR SURFACES. <br />N z a 48 <br />o a 3„ TO—'5„ <br />F <br />v TOP OF <br />C 1 >> PIPE �6„ <br />A d_ HAND FINISH SLOPES <br />d ° <br />'- <br />d <br />d Q <br />Q <br />W <br />LJ� ° <br />Q . ° d�aG O/i add /4U MAX. <br />�>> >> <br />CLASS B CONCRETE 6 <br />FOR BASE. 00 <br />5'-10” UNDISTURBED EARTH <br />ECCENTRIC MAINTENANCE HOLE CONE J <br />CITY OF STOCKTON DWG 53 <br />NTS <br />TYPE I MAINTENANCE HOLE <br />SAN JOAQUIN CO STD CW -S7 <br />NTS <br />NOTES: <br />1. FOR PIPES 33" DIAMETER AND SMALLER. <br />71 ECCENTRIC REINFORCED CONCRETE CONE MAY BE <br />USED ON APPROVAL OF AGENCY. <br />D PRECAST CONCRETE M.H. UNITS SHALL CONFORM <br />TO A.S.T.M. C-478. <br />CONSTRUCT FLEXIBLE PIPE JOINT AT 2 FEET <br />MAXIMUM FROM BASE OF MAINTENANCE HOLE FOR <br />RIGID PIPE. (EXCEPT CAST -IN-PLACE). <br />55 INTERIOR COATING WHERE REQUIRED BY AGENCY. <br />© RUBBER RING WATERSTOP OR ADAPTER REQUIRED <br />FOR PVC PIPE INSTALLATIONS. <br />7. FOR UNPAVED AREAS LEAVE MAINTENANCE FOLE <br />ABOVE GROUND AS REQUIRED BY AGENCY. <br />**** THE COUNTY OF STOCKTON EXPECTS THIS <br />DRAWING WILL BE REPLACED BY THE <br />COUNTYWIDE STANDARD (CW -S7), AFTER IT IS <br />ACCEPTED BY THE C.O.S. <br />C-2 <br />MUNICIPAL UTILITIES DEPARTMENT <br />CITY OF STOCKTON, CALIFORNIA <br />SCALE N TSAPPROVED BY: SHEET NO. <br />DESIGNED BY TAC DATE 7.04 <br />DRAWN BY J E B v S' ` OF SHEET <br />CHECKED BY D D L ASSISTANT DIRECTOR <br />RECORD DWCS. N/A SANITARY SEfER ONLY) PROJECT /MV <br />UJ <br />Q <br />0 <br />0 <br />w <br />> <br />0 <br />x <br />3 - <br />CL <br />a <br />> <br />W <br />z <br />0 <br />J <br />J Q <br />O U <br />O <br />_ <br />V <br />W <br />� J <br />Q Q 111-— z <br />Z <br />z W >— O <br />W <br />H <br />W J Z <br />O W <br />oC O LL <br />} () O <br />W Z <br />W Z Z) <br />= Q O <br />LL <br />O Q <br />Z H <br />U <br />J <br />W <br />_ <br />J <br />z <br />O <br />Y <br />0 <br />w <br />0 <br />L <br />M <br />UJo <br />z <br />w <br />H <br />UO <br />UJ <br />0 <br />0 <br />= <br />U <br />U <br />= <br />(n <br />� <br />Q <br />0 <br />N <br />Q Z <br />O <br />Q <br />M <br />N <br />Q <br />O Q <br />J <br />Z JM <br />U <br />O <br />Z Z <br />0 3: <br />41 O <br />J N F— <br />0 0 <br />0 <br />QED <br />()0> <br />m <br />o <br />N <br />4 <br />N <br />O _ <br />N � � <br />N <br />H <br />Qa <br />> O <br />Q ~ N <br />z <br />�b� <br />Ltea' <br />_ � N <br />U <br />M � <br />Q <br />0 <br />N O <br />m <br />�■ <br />w <br />z <br />0 <br />_ <br />z <br />0 <br />J <br />J Q <br />O U <br />O <br />_ <br />V <br />W <br />� J <br />Q Q 111-— z <br />Z <br />z W >— O <br />W <br />H <br />W J Z <br />O W <br />oC O LL <br />} () O <br />W Z <br />W Z Z) <br />= Q O <br />LL <br />O Q <br />Z H <br />U <br />J <br />W <br />_ <br />J <br />z <br />O <br />Y <br />0 <br />w <br />