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The Contractor shall conduct the trenching operations so as not to damage all existing <br />facilities, including water lines. It shall be the Contractors sole responsibility to protect all <br />existing facilities. <br />❑2 Sto 161+27 to Sto 162+20 (Rt), remove existing asphalt concrete over gutter pan. <br />Asphalt Concrete shall be paved at a variable depth to conform at the lip of gutter. <br />Place AC (Miscellaneous Areas) 4' wide, 60 LF and 0.30' deep at northwest radius of <br />Walnut Grove Road and Sacramento Boulevard. <br />® Assumed datum: Southeast concrete slab corner of cabinet=101.06 <br />Sta 158+37 (24' Lt) to Sta 159+66 (22Lt) <br />Const 4' wide 129 LF PCC Valley Gutter (see <br />Sheet 13 for detail). Conform AC to PCC <br />Valley Gutter (eastside). Conform AC <br />(Miscellaneous Areas) (1' wide, 0.5' deep) i <br />to frontage (westside). <br />o <br />/Place 0.17' AC <br />Adjust SDI Frame and Grate per <br />SJC0 Improvement Std CW—M7 <br />Sta 159+64 (22' Lt) <br />Final Rim EIev=100.75 s <br />,SLP a r -------- ---- <br />000 1 <br />�I THQRNTON <br />R&R 0.17' AC <br />cn <br />W_— <br />_ o <br />RDAD <br />_ 1 2 <br />ry n,M H <br />�R W <br />R&R 0.17' AC / Sta 159+64 (8 Rt) LP <br />Adjust SDMH Frame <br />11tA <br />= Place 1' wide, 0.50' deep AC (Miscellaneous Areas) <br />-..-R/W-.- = Right—of—Way Line <br />9 = Gas Line <br />-t Telephone Line <br />8" Diameter Pipe Water Line <br />42"sd-- = 42" Diameter Pipe Storm Drain Line <br />= Existing Water Valve to remain in place <br />= PCC Valley Gutter with Directional Flow <br />COUNTY OF SAN dOAQUIN <br />Ryan Yamada � 10/13 � //fes,, f>; <br />5ta 1b1+1/ <br />(L5 <br />Kt) <br />Place. <br />1$ <br />Thornton Mar <br />Sta 162+87 (Lt) <br />Retrofit Curb Ramp <br />Detectable Warning <br />Surface. Refer to SP <br />RSP A88A. <br />35' Q � <br />PC <br />AC Trans L <br />o v <br />N N <br />o 0 <br />+ + <br />cn <br />L+ , <br />TAW <br />READ R MH <br />WV <br />FHi l / WV `r ; <br />„ o <br />C.h446 ;'01i <br />i, v <br />JP <br />0 - Q / <br />2 .60/1 ros WV� 1( <br />MH <br />END PROTECT \ FH <br />to 161+27 (7' Rt) <br />lace SDMH (Type I over Saddle—Type) per Aja <br />JCO Improvement Std CW—S7 & D-18 ; <br />incl Rim EIev=101.75± <br />2"b Invert Eiev (S to N)=88:52 , <br />2"9 Invert EIev (E)=96.05 <br />;onnect with 18 LF 12"0 Class 3 RCP <br />NOTE: 1 i i <br />The Contractor shall provide shoring, bracing, sloping or provisions to protect workers ; <br />i <br />for all areas to be excavated to a depth of five (5) feet or more. Said protection <br />to be done in accordance to the requirements of local, state and federal regulations <br />(Cal—OSHA, OSHA). Refer to Caltrans Standard Specifications Section 5. <br />3 <br />Sheet No. <br />11 of 16 <br />