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i General Notes: Frame and Grate to placed at <br /> on elevation of 8.9±0.1 based <br /> on assumed datum elevation <br /> 1. "Bus Turnout" refers to areas receiving a 0.9' of 10.00 at Sta. 10+80. 0.5 Approximate elevation = 9.90 <br /> q improvement. <br /> 9 "Standing Pad" refers to areas receiving a 0.3' <br /> Invert to match �0.5' <br /> N improvement. <br /> existing flowline <br /> 2. All trench backfill to conform with SJCO Std. Plan q25' <br /> 8"0 9 - 12"0 CMP <br /> nNo. R-29. Inv. Elev. = 7.6 <br /> 3. Install all CSP universal coupling bands per 24 0 <br /> ColTrons Standard Plan D97C. <br /> 4. R&D all A.C. sowcut from existing roadway. 0.5' <br /> ". 5. Asphalt Concrete for standing pads may be 0.5' + -0.5' <br /> placed in 1 (one) lift. Existing0.5'Driveway Pipe <br /> 6. All 18" SDI's to conform to SJCO Std. Plan No. . . . ase <br /> CW-D14. 0.25' <br /> 7. All 18" SDI Frame and Grote to conform to SJCO P.C.C. Base <br /> A Std. Plan No. CW-M7. <br /> o <br /> 0 8. Contractor responsible for locating underground S D I Detail <br /> y m utilities and notifying the USA (800-642-2444). SDI Detail 2 <br /> �^ 9. The cost for saw cutting shall be considered paid LOCOtIOn # 1 <br /> oi for under the various items of work involved. Location #7 <br /> m m 10. Excavated material to be salvaged and used <br /> before any material is imported. <br /> 11. Import borrow sholl be considered paid for under <br /> the various items of work involved. <br /> m 12. Standing pads are 5'x8' (8' porollel to roadway) <br /> unless otherwise noted. <br /> Limits of Clearing and Grubbing Approximate elevation = 10.17 <br /> a Vor. Earthwork 0.5' <br /> o Existing Roadway <br /> Leqen� Vo r. 5' 2 <br /> I Bus Turnout Standing 24'0 <br /> s Pod o 4Crossdroin Inv. Elev. = 7.5 <br /> Standing Pado <br /> zx30.5' <br /> Corrugated Metal Pipe I III 0.5' <br /> Native Backfill <br /> ❑® SDI 0.9' Asphalt Concrete . <br /> Flowline Var. -II CSP P.C.C. Base <br /> LA <br /> Shoulder Detail SDI Detail 3 <br /> .Z f Location #'s 1 , 2, 3, 5, 7 Location # 7 <br /> A <br /> y m <br /> o COUNTY OF SAN JOAQUIN r10 scaF DETAILS BUS STOP IMPROVEMENTS PH. 2 Sheaet f No. <br /> DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE APPROVAL RECOMMENDED DATE <br />