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CL <br />CONST. <br />FARM ROADWAY <br />®1% <br />CL <br />CONST. <br />FARM ROADWAY <br />16' -�— <br />s' 6' <br />Elev. = 78.3' <br />CONST. <br />FARM ROADWAY <br />CONST. See Fence Detail <br />LEVEE ROADWAY <br />� (this sheet) <br />LIMITS OF CLEARING & GRUBBING & EARTHWORK (MISC. AREAS) - <br />Chain Link Fence <br />f <br />7+75 to 11+60 10' <br />11+60 to 12+35 Tnadum. 40' to 30' <br />12+35 to 12+50.97 50' <br />I- Finished � Construction <br />Grade Level Elev. 80.00 from Pt. 1 to 9 <br />See Sheet 12 <br />SECTION A — A <br />NOT TO SCALE <br />CONST. <br />LEVEE ROADWAY <br />LIMITS OF CLEARING & GRUBBING & EARTHWORK (MISC. AREAS) - <br />5' <br />54' 2' <br />12' Gate <br />2:1 (Typical) <br />1� <br />Elev. = 80.0-:: 1!77 <br />SECTION B — B <br />NOT TO SCALE <br />9- <br />1 <br />■r <br />10'x15' Rock Slope Protection <br />(Facing Method - B) <br />Std. Plan B 13-2 <br />12' <br />Gate <br />- Elev. 79.0 <br />at Pt. 12. <br />See Sheet J2 <br />CONST, <br />LEVEE ROADWAY <br />LIMITS OF CLEARING & GRUBBING & EARTHWORK (MISC. AREAS) <br />See Fence Detail <br />(this sheet) <br />15 2' � 2:1 <br />6' Level Invert Elev. 78.00 <br />1% goElev. 74.00 Pond <br />2' Finished f Const. Grade <br />Pt. 1 to 9 = Elev. 80.00 <br />See Sheet <br />SECTION C — C <br />NOT TO SCALE <br />DRAWN BY <br />DATE <br />I PROJECT ENGINEER <br />IDATE <br />I CHECKED BY <br />IDATF <br />I SUBMITTED <br />I DAT <br />APPR VP <br />TONY REFUERZO & C.A.D. <br />7/5/88 <br />qgD <br />FILE NAME NO. <br />DRAW6R ISHEET <br />NCI. <br />C.A.D. FILE <br />- Hinge Point <br />2:1 <br />CONFORM --,,\ <br />CONFORM <br />2:1 <br />30' <br />Toe of Slope <br />D S= 1:12 1 5' <br />7'-8" <br />----_T_ <br />20' <br />Elev. 74.67 <br />Concrete <br />Pad <br />FENCE DETAIL <br />NOT TO SCALE <br />5' <br />Grout for Pipe Support <br />- S=1:12 S= Level <br />SECTION E — E <br />NOT TO SCALE <br />Grout <br />Discharge <br />PIPE OUTLET DETAIL <br />NOT TO SCALE <br />-COMMENDED AT AS <br />COUNTY OF SAN JOAQUIN SCALE: SHOWN <br />Wrap Fabric <br />into Footing. <br />18" O.D. <br />1/4" PL <br />12" d x 24" <br />1/4" Steel Pipe <br />WAM <br />CONSTRUCTION DETAILS <br />S= Level <br />17'-6" <br />It b Pipe Outlet. <br />See details this sheet.- <br />Elev. 74.25 --\ <br />R=48' <br />L 6x6 - W3 x 13 <br />Welded Wire Fabric <br />#4 ® 12" c.c. horizontal <br />Grade 40 <br />PROJECT <br />®E <br />O.D. + 12" <br />PLAN VIEW <br />— 30' - <br />E <br />X60"0x4' <br />Precast Manhole <br />Section. <br />- 27" 0 Alert. Pipe <br />12" 3'T6" 1'-6 <br />0'-4° <br />Class B Concrete 0'-9" -; <br />SECTION D — D <br />OUTLET STRUCTURE DETAIL <br />NOT TO SCALE <br />End Post <br />Galvanized Barb Wire <br />Arm with single -piece <br />construction <br />lr <br />T45 <br />T <br />Fence <br />BARBED WIRE EMPLACEMENT DETAIL <br />NOT TO SCALE <br />CLEMENTS DRAINAGE IMPROVEMENTS <br />SHEET TOTAL <br />Na SHEETS <br />3 5► <br />