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m <br /> 2'-6ICE" <br /> Backfill with materials equal to or <br /> better than the existing pavement - <br /> ��J ��0 \� and base in quality. New pavement= shall be 1 " thicker than existing „ <br /> pavement, minimum of 0.25 feet. 1/2 <br /> O New base shall be 1 " thicker than <br /> existing base, minimum of 0.5 feet. 2" <br /> 3.0 0 a ° n 1 1 /2" <br /> GRIND ^5 t EXISTING Existing ° 6 O z <br /> PAVEMENT Pavement 1'-2" <br /> �TYPI)n. 6.. 6r. If 6" Min. • ° • ° v <br /> (Ty IX <br /> ct <br /> ° W w <br /> \ fi Compact in 12" max. <br /> FINAL AC LIFT 3 —0 =— "— layers to a min. relative - = f: 3'-0 <br /> 30mm AC (TYPE A) MIN -= compaction of 95%* — ---- — %% <br /> SEE TYPICAL under pavement and �__e�__e__ <br /> CROSS SECTIONS �� ---— 1 90% outside pavement. -- __.�_� Variable 1 <br /> Variable --- _ VERTICAL <br /> \ f Compact in 24" max. CURB & GUTTER <br /> O layers to a min. relative — <br /> �. compaction of 85%. OD+12" <br /> TRANSVERSE CONFORM COLD PLANE DETAIL O.D./2 ` -- Compact in 6" layers _ 7'-6" MIN. OR AS SHOWN ON PLANS 2 <br /> to a minimum relative <br /> .. :, . .\ compaction of 90%. „r ,, 5 -0 MIN. OR AS SHOWN ON PLANS 2 -6 <br /> 10" Min. O.D. 10" Min. 10" Min. O.D. 10" Min. 2 _0 AS <br /> 0.D. 0.D. o ? Z o <br /> + 20" Min. + 20" Min. ui <br /> SCORE MARK IF MONOLITHIC POURa a C o w <br /> RIGID CONDUIT FLEXIBLE CONDUIT 4n SLOPE 1/4" PER FOOT 1/2" 2„ o i o 0 0 <br /> 150mm (TYP) ° ° ° 6„ 1 1 /277-o-2 <br /> r <br /> ° <br /> 300mm MIN ° ° • ° ° ° Id <br /> (TYP) 6 2TYO C ° 6 �o <br /> NOTES: ° <br /> ° ° Q U3� <br /> FG FES — 1 . Relative compaction of materials shall be tested in accordance with J <br /> O the State of California, Dept. of Transportation Testing Manuals, test a o <br /> method No. California 216 or 231 . 6 6 1 1/2" x 3 1/2" KEY, E � <br /> Off) 2. All existing pavement shall be neatly cut to line prior to trench excavation. 1 UNLESS POURED MONOLITHIC 4� <br /> 3. Jetting or ponding will be permitted within the street Right of Way with ■� W m� � <br /> 540mm RSP (FACING, METHOD B) a 3 year bond. VERTICAL CURB, <br /> 4. When shown b soil composition and com actabilit ninety percent 90% GUTTER & SIDEWALK w o mm <br /> RSP FABRIC y P compactability, Y P � ) <br /> compaction may be used, when approved by the Director of Public Works. Z �� <br /> SECTION D—D 5. Special bedding requirements may be shown on the plans or specified in 0 W 0; <br /> special provisions. 5/8" x 24" LONG STEEL DOWELS, GREASED AND WRAPPED <br /> 6. Shoulders shall be as shown on the plans or specified in the special ONE SIDE THROUGH ALL EXPANSION AND COLD JOINTS. <br /> 1 .2m 0.6m provisions but in no case shall the shoulder be less than three feet wide SPACE JOINTS AT 6 m MAX. <br /> 01 as measured from the edge of pavement. <br /> REVISION DATE COUNTY WIDE IMPROVEMENT STANDARDS APPROVED BY <br /> 00000 <br /> 0000 No. Revised ey Approved by COUNTY OF SAN JOAQUIN <br /> ��0 ' Feb. 1996 PD TYPICAL TRENCH BACKFILL VERTICAL CURB , DIRECTOR or Pueuc WORKS <br /> SAN JOAQUIN COUNTY DATE <br /> Director of Public Works IMPROVEM <br /> GW—G7 <br /> ° Derby JLD GUTTER & SIDEWALK STANDARDENT <br /> D D Db.dwd by COUNTY OF SAN JOAQUIN I Data JUNE 1997 <br /> O LIC <br /> Scale NONE DEPARTMENT OF PUB "ORKS Drawing No. R-29 <br /> Z Q <br /> EW <br /> 00 <br /> 000 O <br /> inCO � <br /> 0 <br /> 000 00 0 <br /> b()c�o0 000 LL. J J J <br /> PLAN Q Q <br /> co <br /> QHV <br /> QWO <br /> ROCK SLOPE PROTECTION (RSP) DETAIL a z z <br /> p0Z <br /> w 0II <br /> W � Mz <br /> 1 3 >O ZZ � <br /> M � 0p <br /> 1 ZV0 <br /> N <br /> ti <br /> f <br /> SCALE AS SHOWN <br /> 1 . FINISH GRADE 1 " BELOW HEADER JOB NO. 25-3177-01 <br /> 2. STAKES TO BE 2"X3"X18" PRESSURE TREATED DESIGNED CSN <br /> DOUG—FIR 2' O.C. MAX. NAILS— 16d GALV. (2)/STAKE DRAWN CAS <br /> 3. 2"X4" ROUGH CONSTRUCTION HEART REDWOOD FILE 040C13.DWG <br /> rNo.. <br /> E S S I�N CHECKED RGB <br /> 4. FOR PAVEMENT SECTION SEE SHEET C4 G. �� DAT s/3o 00 <br /> REDWOOD HEADER BOARD DETAIL � SHEET No. <br /> C2m <br /> mExp. 3-31-03 . <br /> 3 `rrq CIVIL ��P <br /> TF OF CAL� 7 OF 12 <br /> 1 oa T"' - aga <br />