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Saw Cut ------- Refer to S.J. (:o. Std. Drawing S-4 ESS/11 <br /> *Asphalt Concrete Existing A.C. i for Frame Details and this Sheet Opening, p <br /> Concrete � Finished Grade Grout Frame to S.D.I. 24 0 0 in Grout smooth h�e��y M. <br /> Existing for Grate Details. p <br /> Surface Planter � all edges of pipe opening. <br /> No. 21258 �A <br /> A <br /> .C. Gutter * UP. 9-30-97 <br /> - - - - - - <br /> - - - - - - - #5 Rebar -- �3" Min. s9TF CMV ��\P <br /> Frame & Grate of CAUF <br /> 6" Min. <br /> ■T <br /> d 4 ° d T m' <br /> See Typ. Sec. Sheet 2 8' Min. a 8' Min. <br /> 0.70' A.C. for Structural Section. ` <br /> VarA 44 . Place concrete neat <br /> to undisturbed native <br /> A J I t <br /> d <br /> .d A b ' Select Native Material Class B Concrete • d ° ° <br /> 90% Relative Compaction. d (Minor Structure) ground (Typ.)no A A <br /> as 4 no14 8' Min. #5 Rebar 1 ' -6" (Typ.) <br /> a <br /> d - <br /> ° 1 , <br /> 12" 0.D. 12 5 <br /> 12" O.D. 12" o.D. + 24" SECTION A-A PLAN VIEW <br /> O.D. + 24" <br /> TRENCH DETAIL TYPE 3 STORM DRAIN INLET DETAILS <br /> TRENCH DETAIL Sta. 458+87 to Sta. 462+12 Lt. * Precast Reinforced Concrete Grade Ad 'ustment Rinds shall be used <br /> Sta. 3+05 (Cabe Rd.) <br /> as required to adjust Frame & Grate Maximum 12 ). <br /> LEGEND B <br /> 44 <br /> ® = Asphalt Miscellaneous Areas <br /> = 90% Relative Compaction (Select Native Material) - - - - �� - - - - <br /> * Asphalt Concrete used within Limits of Structure A I \ A <br /> Backfill Shall be considered as Structure Backfill <br /> Material for payment purposes. r u L= <br /> I � <br /> Conform @ E.P. <br /> Note: Two feet minimum below finished <br /> ^ grade. May be less with the <br /> c' N PLAN VIEW approval of the engineer. <br /> Conform <br /> Existing Width <br /> 12' min. Type 1 S.D.I. Refer to S.J. Co. Std. Drawing D-16 for Frame and Grate Details. <br /> 0.30' Asphalt Concrete over shaped Type 2 S.D.I. Refer to S.J. Co. Std. Drawing S-4 for Frame Details and this <br /> and compacted native material. if Sheet for Grate Details. <br /> The height of As halt Concrete Dike - 253" <br /> across driveway o •8cated left of Sta. 6 222 1 1 6 <br /> 452+63 (140' wide) shall be reduced <br /> to 0. 12'. T _ <br /> �/ <br /> IPE a ^ Mortar -- 18„ <br /> °�' Grade Rings -- <br /> v o - <br /> 77 <br /> Mortar-- 1�1 31„ <br /> o <br /> " <br /> e <br /> NA 4 <br /> Conform @ E.P. 4 <br /> 113" <br /> e <br /> 1" �{ <br /> T N Type 1 = 18" R.C.P., (CI. III) 116 <br /> TI > ' Type 2 = 24" R.C.P., (Cl. III) 416 <br /> „R5 29” <br /> Conform 8 22 3" 32 <br /> 4 <br /> I ^ <br /> N SECTION B-B 23 4„ <br /> Variable depth Asphalt Concrete SECTION A—A� � � a . <br /> over existing paved driveway. <br /> p <br /> *4" - Sta. 471 +64 Rt., Sta 472+25 Rt., GRATE DETAILS <br /> " ° <br /> Sta. 472+85 Rt., Sta 474+44 Rt. <br /> R = Conform to existing radius. Class "B" Concrete Mortar (Typ.) (Type 2 & 3 S.D.I.) <br /> TYPE E SECTION A—A SECTION B— B <br /> TYPE 1 & TYPE 2 STORM DRAIN INLET DETAILS <br /> TYPICAL DRIVEWAYS Z <br /> X <br /> w <br /> Z <br /> w <br /> J <br /> DRAM_ BY DATE <br /> PROJECT ENGINEER DATE CHECKED_ DATE SUBMITTED DATE OVE_D DATE CONSTRUCTION ELEVENTH STREET WIDENING SHEET TOTAL LLJ <br /> 419 G��/s� COUNTY OF SAN JOAQUIN NO SCALE DETAILS 1 No. SHEETS <br /> 000 W 0 Cabe Road to Chrisman Road 6 8 <br /> FILE NAME DRAWER SHEET N0. ACAD <br /> `a E: \ERIKA\ELEVENTH\DETAILS1 <br />