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r� <br />FC <br />84' <br />64' <br />CL <br />2X MIN I 2_X MIN <br />AC PAVEMENT <br />(5 1/2" AC ON 19- <br />6" S7D CURB & GUTTER, SIDEWALK 6" S7D CURB & GUTTER, SIDEWALK <br />PER COUNTY OF SAN JOAQUIN PER COUNTY OF SAN JOAQUIN <br />STD. DETAIL N0. R-6 STD. DETAIL N0. R-6 <br />BERKELEY ROAD, STANFORD ROAD & POR110N OF SCHUVE ROAD <br />TYPICAL SECTION - 84 - FOOT RW STREET <br />(R=11, 77=9) <br />NTS. <br />FC <br />RW <br />1 ' HIGH MAX WOOD RETAINING WALL <br />0 BERKELEY ROAD FROM STA. 1+50 <br />TO STA. 6+50 <br />RW <br />2F. X MIN <br />LAC PAVEMENT <br />100' <br />CL <br />-I- <br />VARIES <br />VA <br />(SEE PLAN) <br />2X 2Z <br />2X MIN <br />(4" PCC ON 4" AB) <br />FC <br />6" STD CURB k GUTTER, SIDEWALK —(5 1/2 AC AN 19 AB) 6" S7D CURB Jt GUTTER, SIDEWALK <br />PER COUNTY OF SAN JOAQUIN PER COUNTY OF SAN JOAQUIN <br />SID. DETAIL NO. R-6 SM. DETAIL NO. R-6 <br />6" CURB, TYPE B" MEDIAN <br />PER COUNTY OF SAN JOAQUIN <br />STD. DETAIL R – 7. <br />PORAON OF SMUT ROAD <br />TYPICAL SECTION - 100 - FOOT RW STREET <br />(R=11, 17=9) <br />N. TS. <br />A'4 BARS <br />IO12°O.C. <br />(TYP) <br />5 BARS <br />BARS <br />FRAME ANO COVER <br />GRADE <br />.LAR (not stwwn In plan view) <br />ITH FINISH GRADE. <br />kOJUSTING RINGS <br />ulmun IB 11 <br />TAPER <br />OF ONE, TWO OR THREE <br />'IONAL <br />(SEE PLAN) <br />STORM MANHOLE #22, 29-33 <br />N. TS. <br />CURB INLET PER COUNTY OF SAN JOAQUIN . . <br />STD. DETAIL D-14 FOR CB <br />BEND REINFOR/NG STEEL <br />t INTO CATCH BASIN WALL <br />2 i <br />111 ,14 BARS 0 6" O.C. (T)P.) <br />m <br />MORTAR /N PLACE (T)P.) <br />" RE/NFORED CONCRETE <br />4" PIPE <br />CIRCULAR SEC1701V <br />TO BE REMOVED <br />FROM PIPE. DO NOT <br />REMOVE REINFOR/NG <br />STEEL <br />CATCH BASIN #21 <br />NTS <br />NON - ROADWAY <br />AREA RDADiVAY AREA <br />ZACKF/LL AND COMH9CT <br />70 AM72-11 EX/5T. a940E- <br />lo"NAT/YE <br />MArrVAL <br />1VA71VE BAC,CFIL L <br />WIN ",ZCANPACr/ON <br />*17Y UFT NO MORE <br />TNAN 12'11VZ YWAF <br />TN/CK/✓ESS <br />PAY/N6 5EC770N TO <br />MATCH EX/5rIN6 OR PROP6SEp <br />74 <br />NA71VE ,BACKFILL WMV 95X <br />C01V1034C77ON W1 7Y LIFT NO <br />MORE TNAN 12"1NW49SE <br />TN/Ged/EsS. <br />1 . CLASS Z 4. e. F6ACtFILL COMPACT <br />/ 70 MIN. RELATIVE COMPACTION <br />OF 9b9e <br />/a <br />SANITARY SEWER & STORM DRAIN TRENCH DETAIL <br />NTS <br />Existing Main <br />Thrust Block <br />Thrust Block <br />Min. <br />(see note. <br />3 below) <br />D. 12" <br />pe Mln. <br />(see note <br />3 <br />below) <br />STANDARD DETAIL LIST <br />CITY OF TRACY STANDARD DETAILS <br />STD. PLAN NO. DESCRIPTION <br />w <br />203 SEWER LATERAL � <br />a <br />301 MANHOLE UO <br />„M <br />Z m <br />309 MANHOLE ASSEMBLY o" <br />Z" <br />Q N <br />401 FIRE HYDRANT Wo <br />402 WATER VALVE INSTALLATION v tnQ <br />4-0 U')U_ <br />403 1", 1-1/2" & 2" WATER SERVICE Fo <br />407 BLUE REFLECTIVE MARKER PLACEMENT °' <br />In <br />409 BLOW OFF FOR FUTURE EXTENSION WITH VALVE ON <br />1 < V)O <br />zv <br />411 COMBINATION AIR & VACUUM RELEASE VALVE ASSEMBLY & BLOWOFF i os W <br />.. C ow <br />423 THRUST BLOCK v N <br />Z <br />0 <br />V/ 0 <br />501 TRENCHING & RESURFACING <br />502 PIPE ZONE & BEDDING <br />SAN JOAQUIN COUNTY STANDARD DETAILS <br />STD. PLAN NO. <br />DESCRIPTION <br />(n <br />�$ <br /><^ <br /><� <br />�y <br />Oj <br />o <br />J <br />3L4 <br />R-6 <br />TYPE "A" CURB, GUTTER, & SIDEWALK <br />W <br />COMMERCIAL AND INDUSTRIAL <br />V <br />Q <br />R-7 <br />TYPE "B" MEDIAN CURB <br />j <br />W <br />Q <br />R -10a, 10b <br />HANDICAP RAMP <br />Q <br />R-11 <br />SIDEWALK SCORING EXPANSION AND WEAKENED PLANE <br />N <br />W <br />0 <br />JOINTS. <br />LL <br />Z ~ <br />od <br />R-14 <br />SPECIAL COMMERCIAL DRIVEWAY <br />Q <br />V <br />R-21 <br />LEFT TURN LANE TAPER DATA <br />d <br />♦^ <br />R-24 <br />BARRICADES FOR TERMINATING STREETS <br />F. a <br />Z <br />Z <br />R-28 <br />SURVEY MONUMENT FRAME & COVER ASSEMBLY <br />N <br />W <br />0 <br />_O <br />R-29 <br />TYPICAL TRENCH BACKFILL <br />W W <br />Z <br />U <br />@5UZ <br />o <br />R-32 <br />STREET LIGHTING POLES AND SYMBOLS <br />a mW� <br />D-14 <br />TYPE 2 CURB INLET CATCH BASIN <br />0. <br />'A <br />D-17 <br />STANDARD STORM DRAIN MANHOLE <br />Q <br />vj <br />O <br />—� <br />D-18 <br />SADDLE—TYPE MANHOLE FOR PIPE 24" DIA. AND LARGER <br />a <br />4 <br />QJ <br />S-4 <br />FRAME & COVER (MANHOLE) <br />0 <br />1 <br />z <br />�V <br />o <br />W-7 <br />WATER—SEWER SEPARATION STANDARDS <br />LU <br />as <br />le <br />Q <br />Y <br />a~ <br />0 <br />45' Elbow. M.J. (IVD.) <br />NOTE; <br />I. All ductile iron pipe shall have a'fusion bonded epoxy finish or shall be wrapped with polyethylene sheeting. <br />2. In lieu of trust blocks, Megalug" retainer glands as manufactured by E 8 AA Iron Inc. or equal may <br />be utilized If properly designed and approved by the City Engineer. <br />3. This dimension shall be a minimum of 10' if the water main drop is necessary to avoid a sanitary sewer. <br />WATER LINE VERTICAL DEFLECTION <br />N. TS. <br />"MJ x FLANGE N <br />BL/ND FLA #4E <br />PRECAST <br />MANHOLE <br />SEG TION <br />CspbViT_ <br />(7Y/. <br />CITY 570. FRAME Bz COVER <br />" <br />2d" <br />r. 40 :. <br />8" FM ACCESS MANHOLE <br />N.T.S. <br />12" <br />N <br />O <br />u <br />s <br />w <br />o_ <br />LU <br />LU <br />< <br />0 <br />g" SHEET NO. <br />4 <br />OF 39 SHEETS <br />JOB NO. <br />951064 <br />A <br />�$ <br /><^ <br /><� <br />�y <br />Oj <br />o <br />�vi <br />3L4 <br />6 <br />a <br />N <br />O <br />u <br />s <br />w <br />o_ <br />LU <br />LU <br />< <br />0 <br />g" SHEET NO. <br />4 <br />OF 39 SHEETS <br />JOB NO. <br />951064 <br />A <br />