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r <br />I <br />\\00 ' <br />` 1 1 <br />1 <br />1 <br />1 <br />\I <br />0 \ <br />1 m \\ <br />/ I <br />g 0+00 <br />/ <br />CD I <br />J <br />I � / <br />I 7 <br />I I( <br />I Z l <br />I o l <br />I V l <br />I I <br />MOREING ROAD PLAN <br />A <br />–2 <br />–4 <br />w <br />–12 <br />i <br />1Q r-- -- <br />I <br />I <br />I , <br />1 <br />I I <br />SCALE: 1" = 20' <br />CONTRACTOR SHALL TAKE NECESSARY MEASURES <br />TO INSURE THE EXISTING STORM DRAIN IS NOT <br />E715TORI1 150 DURING INSTALLATION OF SEWER PIPE LINE. <br />TYPE 1 CATCH BASIN <br />SEE SHEET 6 <br />CB GRATE= -1.39 <br />CONNECT TO SDMH W/ <br />16 L.F. 12" PVC <br />SO PIPE S=0.031 <br />CB INV= -4.90 <br />INV @ SDMH=-5.40 <br />EE DETAIL 7, S ET FOR <br />EWER SERVICE LA RAL & / `! <br />DETAIL 10, .SHEET G OR <br />CLEAN OUT ,DETAIL (TYP.) //O� <br />PER CITY OF STOCKTON STD. / C) <br />411 <br />t7WG. <br />I a <br />CURB TRANSITION (TYP) I O <br />SEE DETAIL 9, SHEET (off, V <br />TYPE 9 CURB•& GUTTER / <br />SEE DETAIL 6, SHEET 9� <br />RESTRICTED <br />ACCESS JL1-7-Z 77A <br />— — <br />72.51' <br />.� • <br />7v k iPER DETAIL 3. SHEET ra IMPROVEMER+��--._ <br />r=te <br />ALL 4 L.F. <br />Mass Miss 10 <br />} 3+00 io 4+00 <br />MOR G <br />----------- - - ----- -- - -------------------- <br />N g INSTALL SO MA HOLE <br />SEE DETAIL 4, S EET Co <br />INSTALL SEWER MANHOLE (TYP.) <br />SEE DETAIL 13, SHEET 6 _ <br />PER CITY OF STOCKTON STD. <br />4V6. A161 <br />0+00 1+00 <br />CONTRACTOR TO VERIFY INV. PRIOR TO BEGINNING CONSTRUCTION <br />N M O R E I N G ROAD PROFILE SCALE: VERTICAL HORIZONTAL <br />1= 2 20' <br />So <br />A� <br />P PPGolo <br />�F. <br />JG� 1G�GN <br />GO ��'Ezp'�NPGE <br />Design <br />m.r.c. <br />Drawn <br />c.g.c. <br />Check <br />k.l.k. <br />�•8[r��: <br />IN <br />; <br />FOLLOWING <br />FOR • <br />AMA\ •�� ` <br />�,•.., Lam- ®...��PAVEMENT GRADE SW <br />\–SAW–CUT M511 <br />/ $ <br />5+ <br />SEE DEMOLITIONN 08 <br />PLAN S <br />---- --- -- - - - - - - - - - - - - - - - _- - - - - - - - - - - - - �a <br />wz <br />INSTALL SURVEY MONUMENT (TYP.) <br />_SEE DETAIL 12, SHEET Co z <br />4+62 MOREING RD. = w d <br />0+00 COLLINS COURT a <br />v <br />H vii to <br />'UU <br />V <br />* CURB & GUTTER CONSTRUCTION AT THESE CORNERS TO 0z <br />ACCOMODATE TRANSITION FOR,FUTURE HANDICAP RAMP. <br />e� <br />0 <br />V 1(� w co <br />I z <br />a <br />w <br />+ <br />J <br />a <br />IIt I <br />r- <br />+ <br />0 <br />z <br />+ <br />LL. <br />>g <br />� <br />2 <br />�r <br />2 <br />N <br />z <br />r0 <br />of <br />_ <br />Vl <br />Z <br />of <br />U <br />F= <br />0 <br />I1 <br />N <br />x <br />W <br />II <br />Fr <br />N <br />x <br />W <br />II <br />D <br />x <br />W <br />K <br />0+00 1+00 <br />CONTRACTOR TO VERIFY INV. PRIOR TO BEGINNING CONSTRUCTION <br />N M O R E I N G ROAD PROFILE SCALE: VERTICAL HORIZONTAL <br />1= 2 20' <br />So <br />A� <br />P PPGolo <br />�F. <br />JG� 1G�GN <br />GO ��'Ezp'�NPGE <br />Design <br />m.r.c. <br />Drawn <br />c.g.c. <br />Check <br />k.l.k. <br />�•8[r��: <br />IN <br />; <br />FOLLOWING <br />FOR • <br />AMA\ •�� ` <br />�,•.., Lam- ®...��PAVEMENT GRADE SW <br />\–SAW–CUT M511 <br />/ $ <br />5+ <br />SEE DEMOLITIONN 08 <br />PLAN S <br />---- --- -- - - - - - - - - - - - - - - - _- - - - - - - - - - - - - �a <br />wz <br />INSTALL SURVEY MONUMENT (TYP.) <br />_SEE DETAIL 12, SHEET Co z <br />4+62 MOREING RD. = w d <br />0+00 COLLINS COURT a <br />v <br />H vii to <br />'UU <br />V <br />* CURB & GUTTER CONSTRUCTION AT THESE CORNERS TO 0z <br />ACCOMODATE TRANSITION FOR,FUTURE HANDICAP RAMP. <br />e� <br />0 <br />V 1(� w co <br />I z <br />a <br />w <br />J <br />II <br />IIt I <br />0 <br />z <br />LL. <br />>g <br />� <br />o <br />�r <br />M <br />~ <br />o <br />N <br />+ <br />(n <br />M <br />LL1 <br />z <br />(n <br />L.Lj <br />EXISTING <br />144 L.F. <br />21" STORM DRAIN <br />PIPE <br />v <br />INV= <br />INV= <br />6.10±(W) <br />6.00± E&S <br />-- <br />------ <br />1 <br />h ! <br />p <br />in <br />in <br />10 <br />U <br />p <br />pu! <br />U)? <br />w <br />if <br />Z <br />I <br />" <br />W <br />I� <br />3 <br />CONNECT TO <br />EXISTING SSM <br />Z <br />z <br />x <br />W <br />X <br />EXISTING GROUND AT CENTERLINE Z <br />EXISTING <br />GROUND 16'_ -,— <br />-- <br />INV <br />INV <br />INV <br />–11.45± W) <br />–11.55± E) <br />–11.15± S) <br />_LEFT OF <br />ENTERLINENEW <br />0+00 1+00 <br />CONTRACTOR TO VERIFY INV. PRIOR TO BEGINNING CONSTRUCTION <br />N M O R E I N G ROAD PROFILE SCALE: VERTICAL HORIZONTAL <br />1= 2 20' <br />So <br />A� <br />P PPGolo <br />�F. <br />JG� 1G�GN <br />GO ��'Ezp'�NPGE <br />Design <br />m.r.c. <br />Drawn <br />c.g.c. <br />Check <br />k.l.k. <br />�•8[r��: <br />IN <br />; <br />FOLLOWING <br />FOR • <br />AMA\ •�� ` <br />�,•.., Lam- ®...��PAVEMENT GRADE SW <br />\–SAW–CUT M511 <br />/ $ <br />5+ <br />SEE DEMOLITIONN 08 <br />PLAN S <br />---- --- -- - - - - - - - - - - - - - - - _- - - - - - - - - - - - - �a <br />wz <br />INSTALL SURVEY MONUMENT (TYP.) <br />_SEE DETAIL 12, SHEET Co z <br />4+62 MOREING RD. = w d <br />0+00 COLLINS COURT a <br />v <br />H vii to <br />'UU <br />V <br />* CURB & GUTTER CONSTRUCTION AT THESE CORNERS TO 0z <br />ACCOMODATE TRANSITION FOR,FUTURE HANDICAP RAMP. <br />e� <br />0 <br />V 1(� w co <br />I z <br />Ir X4S-TI1-G— L.F. 21" <br />INV= -5.13 <br />INV 6.23 <br />2+00 <br />ARY EWER PIPE <br />3+00 44-00 <br />SEE SHEET 1 FOR U.S.G.S. DATUM <br />I <br />I <br />INV= -5.3 t E) <br />INV -5.55± W <br />INV= -6. O± N <br />W -0 <br />Mme.. <br />l:m l <br />II <br />v12 <br />CITY OF STOCKTON O <br />DEPARTMENT OF PUBLIC WORKS6 <br />o <br />SANITARY SEWER ONLY U O coo <br />APPROVED:' w o <br />z _ - DATE: 7-19- 9.5 A oto <br />a 3Zo CIT ENGINEER <br />m U <br />2 ,�", E- N <br />'U M <br />'U o <br />Z <br />I- <br />x � <br />W N <br />0 <br />— — FUTURE <br />C&G <br />NV="9.14-± <br />NV= -9.2¢± <br />eD W <br />U <br />m u N <br />'+ J ID <br />w ++ <br />ri <br />w m <br />«'m <br />a:Lei <br />o U LL <br />J 1=mN <br />w Of <br />to <br />U <br />,xp !I <br />0UWCi <br />OU <br />in <br />�d <br />NW <br />:Pa <br />–4 <br />ME <br />w <br />–10 <br />–12 <br />a <br />w <br />J <br />} <br />N <br />0 <br />z <br />LL. <br />>g <br />� <br />o <br />I <br />M <br />~ <br />o <br />N <br />+ <br />(n <br />M <br />LL1 <br />z <br />(n <br />L.Lj <br />z> <br />o <br />v <br />z <br />+ <br />1 <br />h ! <br />p <br />in <br />in <br />10 <br />U <br />p <br />pu! <br />U)? <br />w <br />if <br />Z <br />I <br />" <br />W <br />I� <br />3 <br />? <br />Z <br />z <br />x <br />W <br />X <br />EXISTING GROUND AT CENTERLINE Z <br />EXISTING <br />GROUND 16'_ -,— <br />-- <br />_LEFT OF <br />ENTERLINENEW <br />— <br />L4 <br />4E <br />— <br />— <br />I <br />S=0.0035 <br />MATCH EXISTING <br />IMPROVMENTS <br />Ir X4S-TI1-G— L.F. 21" <br />INV= -5.13 <br />INV 6.23 <br />2+00 <br />ARY EWER PIPE <br />3+00 44-00 <br />SEE SHEET 1 FOR U.S.G.S. DATUM <br />I <br />I <br />INV= -5.3 t E) <br />INV -5.55± W <br />INV= -6. O± N <br />W -0 <br />Mme.. <br />l:m l <br />II <br />v12 <br />CITY OF STOCKTON O <br />DEPARTMENT OF PUBLIC WORKS6 <br />o <br />SANITARY SEWER ONLY U O coo <br />APPROVED:' w o <br />z _ - DATE: 7-19- 9.5 A oto <br />a 3Zo CIT ENGINEER <br />m U <br />2 ,�", E- N <br />'U M <br />'U o <br />Z <br />I- <br />x � <br />W N <br />0 <br />— — FUTURE <br />C&G <br />NV="9.14-± <br />NV= -9.2¢± <br />eD W <br />U <br />m u N <br />'+ J ID <br />w ++ <br />ri <br />w m <br />«'m <br />a:Lei <br />o U LL <br />J 1=mN <br />w Of <br />to <br />U <br />,xp !I <br />0UWCi <br />OU <br />in <br />�d <br />NW <br />:Pa <br />–4 <br />ME <br />w <br />–10 <br />–12 <br />Date <br />5/18/93 <br />Job Number <br />1224-001 <br />scale <br />HORIZ. 1"=20' <br />VERT. 1" =2' <br />Sheet Number <br />4 or 11 <br />File Number <br />E-1742 <br />383/.3 G <br />w <br />J <br />Z <br />N <br />0 <br />z <br />LL. <br />>g <br />� <br />o <br />I <br />M <br />~ <br />CL <br />Dw <br />(n <br />M <br />LL1 <br />z <br />(n <br />L.Lj <br />z> <br />X <br />�q <br />z <br />0:2 <br />1L <br />Date <br />5/18/93 <br />Job Number <br />1224-001 <br />scale <br />HORIZ. 1"=20' <br />VERT. 1" =2' <br />Sheet Number <br />4 or 11 <br />File Number <br />E-1742 <br />383/.3 G <br />