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DIGIN <br />RESURFACING <br />Sta. 10+00 9' Rt. <br />Creekview Dr.Adjust survey <br />monument frame and cover. <br />See sheet 8 for <br />all locations (Typ.) <br />Existing storm drain --J <br />or sanitary sewer <br />maintenance holes <br />to be adjusted to grade. <br />See sheet 8 for <br />all locations (Typ). <br />UNDERGROUND <br />0 <br />SERVICE ALERT <br />M <br />�!m <br />o (811) <br />RECORD DRAWING <br />Corrections 6v I'—_ - --- - _ '. <br />Date <br />A,ny Pei,,.. T, ►� is Drawinri 4tuwtd Verify <br />�,N i; i, .,•inr n.. +.,ansa a ,)f 01orle <br />U=® 2i — <br />`L Const. <br />0.17' A.C. <br />Overlay <br />'I I <br />• 20' 20' <br />I I <br />I I <br />i I <br />,I I <br />I <br />I I <br />J CA <br />RA <br />1� Q <br />VIEW 12 50 13 <br />DRIVE <br />Existing C.G.&S.-- s$ <br />-- - - <br />to remain in place (Typ.) Sta. 12+85 Creekview Dr.= <br />25+46f Parkdale Dr. LE.GEN <br />Existing storm drain inlet--- 0.10 <br />to remain in place (Typ.) <br />COUNTY OF <br />SAN <br />JOAQUIN <br />?° 50 '°° <br />SCALE IN FEET <br />DRAWN BY <br />DATE <br />PROJECT <br />ENGINEER <br />DATE <br />CHECKED <br />DATE <br />Enrique Sifva <br />7112 <br />El <br />so <br />e <br />N <br />� � I <br />END RESURFACING < � z � <br />o., 0 <br />Sta. 16+60 <br />(A Conform <br />2 ® U'-■ 0 ' Sta. 16+45 , ; i 16' <br />M{ <br />_ Sta. 16+30 i- <br />HEET 5 <br />ji i <br />0 <br />4' TYP' _ _ -_- <br />"J <br />°°,,..• 0.00 so <br />15 <br />i <br />14 <br />00 <br />55 Sanitary sewer maintenance holes frames and <br />covers to be adjusted to grade, see sheet <br />8 for all locations and S.J. Co. Std. CW -R36 <br />Depth of asphalt concrete pavement planing. 0 Water valves frames and covers to be adjusted <br />Variable depth asphalt concrete overlay. by others. <br />Existing right-of-way. ' Existing fire hydrant to remain in place. <br />Existing edge of pavement. Grind and retrofit ramp with detectable warning <br />Approx. location television (underground line) ® surface (truncated domes). See sheet 7 for details. <br />Limits of asphalt concrete pavement planing. <br />Existing storm drain inlets to remain in place. <br />Existing survey monument to be adjusted to grade, <br />see sheet 8 for all locations and S.J. Co. Std. CW -R36 <br />Storm drain maintenance holes frames and covers to be <br />adjusted to grade, see sheet 8 for all locations and <br />S.J. Co. Std. CW -R36 <br />PLAN BEAR CREEK TERRACE STREETS RESURFACING I Sheet No. <br />(Creekview Drive, Parkdale Drive & Wildwood Drive) 3 of 8 <br />