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w <br />0 <br />0 <br />LO <br />a <br />84' <br />RW <br />FC FC <br />_10' == 64 _- 10' - <br />CL I <br />�5.._ 32' ,. _ 32' <br />2X MIN <br />AC PAVEMENT <br />6" STD CURB & GUTTER, SIDEWALK (5 1/2" AC ON 19" AB) 6" STD CURB & GUTTER, SIDEWALK <br />PER COUNTY OF SAN JOAQUIN PER COUNTY OF SAN JOAQUIN <br />STD. DETAIL NO. R-6 STD. DETAIL NO. R-6 <br />BERKELEY ROAD, STANFORD ROAD & POlR1101V OF SCHUL TE ROAD <br />TYPICAL SECTION - 84 - FOOT RW STREET <br />(R= II, n=9) <br />N. T. S <br />1 ' HIGH MAX WOOD RETAINING WALL <br />0 BERKELEY ROAD FROM STA. 14-50 <br />2X MIN TO STA. 6+50 <br />6" STD CURB & GUTTER, SIDEWALK <br />PER COUNTY OF SAN JOAQUIN <br />STD. DETAIL NO. R-6 <br />RW <br />l 100' -- <br />FC <br />10' 80' <br />CL <br />VARIES <br />(SEE PLAN)- <br />2X MIN 2X <br />AC PAVEMENT <br />(5 1/2" AC ON 19" AB) <br />40' <br />2X MIN <br />(4" PCC ON 4" AB) <br />FC <br />f0' <br />RW <br />6" STD CURB & GUTTER, SIDEWALK <br />PER COUNTY OF SAN JOAQUIN <br />STD. DETAIL NO. R-6 <br />6" CURB, TYPE "B" MEDIAN <br />PER COUNTY OF SAN JOAQUIN <br />STD. DETAIL R — 7. <br />POR110W OF SSCHUL TE ROAD <br />TYPICAL SECTION - 100 - FOOT RW STREET <br />(R=11, 77=9) <br />N. T S. <br />I <br />I <br />'05 BARS <br />^�N 1 <br />1 � \ <br />*4 BARS <br />1 � � <br />� � I <br />tf5 BARS <br />I <br />WM4 BARS <br />m 12"O.C. <br />(TYP) <br />STANDARD FRAME AND COVER <br />m PAVEMENT GRADE <br />:. A y ►.d P.C.C. COLLAR (not sFwwn 1n plan view) <br />FLUSH WITH FINISH GRADE. <br />3�` OR §�� AOJUSTIN9 RINGS <br />4 j l <br />maaimua i8 <br />o ► 1 MANHOLE TAPER <br />.I <br />LENGTHS OF ONE, TWO OR THREE <br />w 4" ,s 4e' _ FEET OPTIONAL <br />- <br />,r.'195 BARS (SEE PLAN) <br />► r <br />NI <br />7" <br />i <br />12 <br />12"� <br />STORM MANHOLE #22, 29-33 <br />N. T. S <br />CURB INLET PER COUNTY OF SAN JOAQUIN <br />STD. DETAIL D-14 FOR CB <br />a t BEND REINFORING STEEL <br />A INTO CATCH BASIN WALL <br />14 BARS 0 6" O.C. (TfP.) <br />r MORTAR IN PLACE (TYP.) <br />' REINFORED CONCRETE <br />PIPE <br />_PRCULAR SECI7ON _ <br />TO BE REMOVED <br />FROM PIPE. DC NOT <br />REblOW REINFORING <br />STEEL <br />CATCH BASIN #21 <br />N. T.S. <br />NON - ROADWAY <br />AREA R,9340AIAK 4R6A 11N- <br />,BACKF/LL AVD COMPACT <br />TO M4Z71-1 EX/ST. GRAAE l PAY/N6 SECTION To <br />MATCH EXISTING DR PRQOP6SE0 <br />6"AIAT/YE - — — — <br />AfArRER/AL �� — — <br />IWIME BACCFILL. 3 t 4 /VA7'1VE .6AC f-&L W/TR'1 95y <br />W/IW SRO,zCaWACTtaw 401VRMC7DN W17H Z/FT Na <br />IVITH UfT N4 MORE MORE THAN !2"/N LDDSE <br />THAN A? /NZ,:V. ' THIGK�v S. <br />` CLAS5 Z A.B. &ACKF/LL CDMPAcr <br />rO MIN -RELATIVE COMPACT/ON <br />4N <br />} <br />/a a <br />SANITARY SEWER & STORM DRAIN TRENCH DETAIL <br />N T. S <br />Existing Main <br />Adaplor <br />D.I. Pipe <br />1 <br />I <br />z <br />!r + a <br />Thrust 81ock 1 <br />Thrust Block <br />-•+-•--ram �---�-=----' <br />Min. pipe <br />►• <br />Min. <br />(see note. <br />3 below) <br />(see note <br />3 slow) <br />45* <br />STANDARD <br />DETAIL LIST <br />CITY OF TRACY STANDARD DETAILS <br />STD. PLAN NO. <br />DESCRIPTION <br />203 <br />SEWER LATERAL <br />301 <br />MANHOLE <br />309 <br />MANHOLE ASSEMBLY <br />401 <br />FIRE HYDRANT <br />402 <br />WATER VALVE INSTALLATION <br />403 <br />1 ", 1-1/2" & 2" WATER SERVICE <br />407 <br />BLUE REFLECTIVE MARKER PLACEMENT <br />409 <br />BLOW OFF FOR FUTURE EXTENSION WITH VALVE <br />411 <br />COMBINATION AIR & VACUUM RELEASE VALVE ASSEMBLY & BLOWOFF <br />423 <br />THRUST BLOCK <br />501 <br />TRENCHING & RESURFACING <br />502 <br />PIPE ZONE & BEDDING <br />SAN JOAQUIN COUNTY STANDARD DETAILS <br />STD. PLAN NO. <br />DESCRIPTION <br />R-6 <br />TYPE "A" CURB, GUTTER, & SIDEWALK <br />COMMERCIAL AND INDUSTRIAL <br />R-7 <br />TYPE "B" MEDIAN CURB <br />R-10a, 10b <br />HANDICAP RAMP <br />R-11 <br />SIDEWALK SCORING EXPANSION AND WEAKENED PLANE <br />JOINTS. <br />R-14 <br />SPECIAL COMMERCIAL DRIVEWAY <br />R-21 <br />LEFT TURN LANE TAPER DATA <br />R-24 <br />BARRICADES FOR TERMINATING STREETS <br />R-28 <br />SURVEY MONUMENT FRAME & COVER ASSEMBLY <br />R-29 <br />TYPICAL TRENCH BACKFILL <br />R-32 <br />STREET LIGHTING POLES AND SYMBOLS <br />D-14 <br />TYPE 2 CURB INLET CATCH BASIN <br />D-17 <br />STANDARD STORM DRAIN MANHOLE <br />D-18 <br />SADDLE —TYPE MANHOLE FOR PIPE 24" DIA. AND LARGER <br />S-4 <br />FRAME & COVER (MANHOLE) <br />W-7 <br />WATER —SEWER SEPARATION STANDARDS <br />45' Elbow, M.J. (typ.) <br />NOTE, <br />1. All ductile iron pipe shall have a fusion bonded epoxy finish or shall be wrapped with polyeNtykne sheeting. <br />2. In lieu of trusl blocks, Megalug" retainer glands as manufaclured by E B AA Iron Inc. or equal may <br />be utilized sf properly designed and approved by the City Engineer. <br />3. This dimension shall be a minimum of 101 if the water main drop is necessary to avoid a sanitary tower. <br />WATER LINE VERTICAL DEFLECTION <br />N. T. S <br />'�MJ x FLAMcS'E k <br />841ND CZ A#4E <br />PRECAST <br />MANHOLE <br />sEc r141Vl <br />/. D. A-1A II L E <br />I CCl*' STD. FRAME 6'0VF9 <br />I <br />2¢„ <br />co <br />z <br />z <br />W <br />0 <br />114. <br />~Wa <br />a - <br />0 <br />U. <br />Q) H Oa .J <br />a a <br />J Y 0I. Cr CO <br />�a z <br />W�oM <br />20)-0 <br />WW v <br />Z <br />C (� ? <br />0. W <br />CO Q <br />c <br />a <br />0. Z <br />z Q Z <br />0 0 <br />r� <br />W a, � <br />z <br />>. Q Y <br />IL C1 <br />O <br />g <br />3 o 6 <br />LU gg ILI.�. L y <br />y 214 <br />oh oN WW �W <br />U <br />0 <br />is <br />5 <br />W <br />w <br />12' <br />G„ <br />G" = <br />s • .... • r. w' ► , i.; . • 8.� SHEET NO. <br />4 <br />8" FM ACCESS MANHOLE OF 39 SHEETS <br />JOB No. <br />N.T.S. <br />951064 <br />