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PROPERTY <br /> LINE <br /> CONST. 8' 1'�7. ' 10' 1 42.5' <br /> CHAIN LINK <br /> FENCE CONST. EMBANKMENT. <br /> 222' -4— x COMPACT MATERIAL TO SOX <br /> CONST. APPROX. 7.510' 42.5' 100' 42.5' 10'7.5' RELATIVE COMPACTION.1 OG EXCAVATE 1,500 <br /> 734 LF OF 8' 1 1 2x C.Y. AND CONST. <br /> CHAIN LINK FENCE. in <br /> in I <br /> DRAINAGE POND <br /> r -- --7rnr_rr_— - ----------- ---- - <br /> 1 —> - -i -1I1-1I1=1I1=1I1=1II-1II-1 III_ <br /> x x x—x—x—x x—xI x—x—x—x—x—x—x—x —x—x—x— — - level = it <br /> �-___—__A----_____A x - _ — <br /> x =III=III=III-III III III,;II' <br /> c 7 X SLOPTOE <br /> E INSTALL 80 LF SECTION A me A <br /> X12* DIA. ALT. PIPE <br /> N I ; f NOT TO SCALE <br /> ~ I ( CONST. 18' SDI PER <br /> x x S.J.CO. STD. NO. CW-D14 <br /> o <br /> L <br /> n CONST. APPROX. 75 LF <br /> ,iI _-_ __—~� �'•• Tree OF DITCH AS DIRECTED BY <br /> :;= ENGINEER. SEE DETAIL A. <br /> t • �(n <br /> CONFORM - 1 La <br /> w i <br /> b \\\ EXISTING X-OR. o I <br /> Q DITCH GRADE: PROVIDE <br /> CONST. SIX <br /> T v v % 1' OF FALL FROM EXIST. SLOPES ODE <br /> T <br /> $ o -t---_-----1--'' *Tree l X-DR. TO POND INLET. <br /> �~ x li 2:1, MAX. <br /> $ R/W ---�— - �x x_�x_ �x-�ZJP' R/W DIEW& A <br /> H y <br /> F -- -- - -- - EP - - -- - - - -- - - --- EP - - - ---F"- - -- - - -+ NOT TO SCALE <br /> $ ____ _ ______ _ SOUTH VEMPA AVE. rl <br /> M <br /> III <br /> — EP <br /> P III <br /> 1 8T r %� � <br /> � - R/W _ -` ---} �'"� ALTERNATIVE PIPE <br /> F_ mom <br /> INSTALL 30 LF I ExistingX-Drains <br /> MOM 12* <br /> ALLOWABLE PIPE <br /> 12' DIA. ALT. PIPE r 12' PVC 12' RCP 120 CSP <br /> --Z AS DIRECTED BY 12' ALT. PIPE <br /> ENGINEER I CITY LIMITS I I (SDR 35) (CUSS IV) (t=0.079") <br /> CONST. 18' DRIVEWAY. <br /> o INSTALL 12' GATE. <br /> SITE PLAN <br /> 0�' w Z <br /> SCALE IN FEET <br /> COUNTY OF SAN JOAQUIN � As SITE PLAN (Ventura Avenue & Main Street) Sheet <br /> 2 <br /> DRAWN BY DATE I PROJECT ENGINEER I DATE CHECKED DATE SUBMITTED DATE APPROVAL RECOMMENDED DATE <br /> Tony Refuerzo 10/97 je_ „ z/Z,l <br />