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Place 48 L.F. of 12" Dia. Alt. Storm Drain Pipe. — DETAIL 3 Exist. MH to <br /> Exist. Utility Pole to remain in place. R&D exist. pipe. Place 40 L.F. of 12" Dia - remain in place. <br /> s Alt. Storm Drain Pipe. r <br /> *Temp. Bench Mark Painted o `� COF1St. <br /> Ship Spike on Power Pole D. / Const. 18" Dia. SDI / <br /> Stu. 18+46, 23' Lt. �'�l / Stu. 18+92, 21' Lt. 7L/ <br /> Assumed Elev. = 10.00 *11nvert <br /> Grate Elev. = 9.35 <br /> .25 E.P. z <br /> Const. 18" Dia. SDI <br /> ° y <br /> Sta. 18+42, 21' Lt. WV Grate Elev. = 9.40 / E.P. 8.�._ a <br /> iInvert Elev. = 7.38Place -24 L.F. of 12" Dia. Alt.- ;�� Back fill existing ditch with native <br /> Storm Drain Pipe. Invert Elev. = 5.85 �.; material to 0.30 below finished topConst. of rate elevation and lace 0.30'Adjust Exist. � 9 PMH to Grade. R&D Exist. SDI. Const. 48" Dia. Type Asphalt Concrete. The finished Asphalt <br /> NMaintenance Hole. Sta. 23+58 18 (Rt.) Concrete surface is to be valley <br /> Place 24' Dia. Frame & Grate. <br /> 8 Exist. E.P. (Typ.) 9 Refer to Co. Std. CW—S7 I guttered <br /> cementt ofdAsphat Concrete Paymentoused <br /> (See detail below for Invert Elevations) / will be the Item for Driveways <br /> � - -- — — — — — — — — -- - - - — - - - Type "D" Item of work. <br /> 8' - Exist. SDI and pipe to remain in place. <br /> Place 40 L.F. of 12" Dia. Alt. Storm R&D 8 L.F. of Exist. pipe. Exist. pipe to remain ifr place. <br /> ['.' Drain Pipe. Invert Elev. = 7.05Place 24 L.F. of 12" Dia. Alt. Storm Drain Pipe. <br /> DETAIL 1y <br /> � Const. 24" Dia. SDI, Sta. 23+72, 43' Rt. <br /> ° Grate Elev. = 9.82, Invert Elev. = 6.25. <br /> m' Const. 18" Dia. SDI Place 50 L.F. of 12" Dia DETAIL 2 <br /> M Sheet 9 for Details. <br /> s Stu. 21+07, 21' Lt. Alt. Storm Drain Pipe. <br /> i Grate Elev. = 9.05/ 0 <br /> 0 o Invert Elev. = 6.63 ` Const. 18" Dia. SDI. <br /> n IWVa Sta. 21 +59, 21 ' Lt. / A <br /> / A Grate Elev. = 9.20 <br /> Invert Elev.Elev. = 6.50 <br /> f N <br /> Grate Elev. = 9.70 <br /> Const. <br /> New EP SSMH Invert Elev. = 5.75 m m ,� <br /> 21 Adjust Exist. 22 c <br /> m MH to Grade. + z <br /> - - 1 — <br /> — — — — — — _. _ <br /> o m <br /> ; ZC.. <br /> o — <br /> 8 Invert Elev. = 5.75 <br /> M <br /> - <br /> ' Invert Elev. 6.00. <br /> Exist. Storm Drain pipe <br /> z Grade existing ditch to drain. N <br /> Place 40 L.F. of 12" Dia. to remain in place. Connect � 1 <br /> + o Alt. Storm Drain Pipe. to Exist. Maintenance Hole a� <br /> Exist. Utility Pole to remain in place. — Invert Elev. = 6.30 <br /> 48" Dia. Type I Maintenance Hole <br /> COUNTY OF SAN JOAQUIN NO SCALE I CONSTRUCTION DETAILS HARDING WAY IMPROVEMENTS Sheet No. <br /> (Filbert Street to Report Avenue) t0 of 12 <br /> DRAWN BY DATE PROJECT ENGINEER DATE CH CKED DATE SUBMITTED DATE APPROVAL RECOMMENDED DATE <br /> i i <br />