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Survey Monument <br />Dia or Sq Frame $c Cover. See <br />AC (2° Thick) <br />Mon SJCO Std CW—M1. <br />(3/8" Max aggregate size) {1� 6' <br />j EAC Overlay <br />all Line or <br />3 I saw cut <br />i 6" OD PVC pipe <br />Existing Survey MonumentJ�,��Undisturbed <br />(to remain in place) basement soil <br />SURVEY MQ"EUT X� <br />NOTES: <br />1❑ Elevation of frame shall match finished grade of pavement 1/8"f. <br />❑7 Place Class 3 PCC collar placed around monument frame. <br />Bridge 2.5't <br />29C-133 <br />Deck M <br />T -T -i <br />Var. <br />X77 77 <br />Existing Roadway ? <br />Variable Depth � <br />Shoulder Backing <br />Steel Rods shall be �"� reinforcing <br />stoel bars, with minimum into <br />existing embankment at 20" center. <br />Cons,,,-..., rh CD <br />EP <br />8r - <br />12° Minimum <br />Existing Width <br />0.30' Asphalt Concrete over Shaped <br />and Compacted Native Material <br />TYPE D <br />Conform � co <br />EP <br />8 R \ <br />R=Conform to ', v �` <br />Existing Radii <br />0 <br />COnSt EP ' Existing <br />Driveway a Surface <br />AC Overlay 8' 3 <br />Var. Var (107. Max) <br />r <br />0.30° <br />Existing 0.30' AC over <br />Roadway compacted native <br />SECT>ON A—A <br />COnst EP <br />Driveway <br />�AC Overlay 8'— <br />Varma Var (10% <br />Existinp <br />r g <br />c- <br />0 <br />o <br />Existing <br />S urface <br />0:04' <br />40° Variable Depth Asphal4t Concrete Roadway Var depth AC over <br />over Existing Paved Driveway existing surface <br />TYPE E 5FCTION B_B; <br />Conform at existing TYPICAL DRIVEWAY <br />�flowline (Typ) See Summary of Quantities for Locations ^^ ^^ <br />AP FP <br />J©AQZJIN <br />Ryan Yamada � 90�>3 <br />NO SCALE <br />8'f4° Minimum Existing <br />�Surface <br />i /ZZ <br />f0.500 Asphalt Concrete (Type B) <br />Existing) (0.25° on Mokelumne Avenue) <br />Place <br />Surface DnWMArt rr orMA D r L�rwu <br />NOTE: Width (4' <br />used for <br />request. D <br />change at <br />scans ana iocaco <br />ineer's discretion. <br />AC <br />1' wide, 0.50' <br />(Misc Areas) <br />per SJCO Std CW- <br />SECTIQ <br />2° <br />Roadway <br />N D—Qi <br />to PCC..:. VALLEY C�'1JTTER <br />Sta 157+00 (28' Lt) to Sta 158+14 (24° Lt) <br />Sta 158+38 (24' Lt) to Sta 159+68 (22' Lt) <br />13 <br />No. <br />16 <br />