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0 <br />Scgl¢= Hor-- <br />''A8�'+ STORM DRAIN POND <br />LINE <br />1+00 2+00 3+00 4+00 5+00 6+00 <br />1 102 <br />1-100 <br />MIA <br />h7s�aLf._ fi3 LF TW ` <br />94 <br />Lot Grada - <br />-.1% mitt... <br />2 <br />1� <br />Exist. around- _ � <br />/ of <br />c9 <br />t <br />m <br />- Install 137 LF 12l <br />- _ J <br />012Q <br />J,. j Inv. 93.50 <br />'S70Rhh ZRAltX PONis <br />��92 _ - — _ --- Riptnp w/ cobbl¢s <br />G I 2 ctt <br />-IO YR Storrn 91.90 O � <br />Inv -9010 6.40% m a" <br />Inv. 90:50 rn y <br />o a <br />Bottom E� fjfo.OrJ v F <br />rl <br />i <br />Q1 <br />N cr <br />�+X <br />0 <br />C) a <br />Rtprop <br />W itF� <br />Cobbl os <br />RIPRAP DETAIL <br />n <br />2t <br />���p1a. +op bottom <br />SSS Cyclon¢ <br />stak¢ F¢nc¢ <br />FENCE DETAIL <br />DRAINAGE. CALCULATIONS <br />R¢q'd Pond Vot. 8 C F = GRA <br />I? - <br />a5 Ac) x 4�55(a0 c. A% 75,5b0 C.F <br />12 <br />Ra.qd depth of pend a Pond Vol. _ �58ac3 C.F = 3,4 FT ( use 4.5' ) <br />(Balow inlvt pipe 5urfcac¢ Ar¢,q 22,5Cao SF <br />Propo9¢d pond vol. 2.25co0 5F x 4.5 R, = 101,520 C.F (Thi -5 aq th¢ <br />ra.q'd. \101.1 <br />Total vxcovation i -o b¢ u5dd <br />for 9u'o'6 s�}¢ qr-00incl. 28(040 SF x 10 Ft = <br />(T0+0{ pond vol. ) 2.7 <br />COUNTY OF SAN JOAQUIN REVISIONS PREPARED IN THE OFFICE OF' Sheet No. <br />DEPARTMENT OF PUBLIC WORKS DATE APP'D M E Y E R & B A U M B A C H MEYER, BAUMBACH & PIAZZA LINE PREPARED a LAMBERT V I LLAGE <br />CIVIL ENGINEERS m LOD1, CALIFORNIA CIVIL ENGINEERS UNIT NO. I <br />APPROVED Q2/�c �j' G zZ / / (i) <br />221 I OAK ST. STORM DRAIN POND SUBDIVISION IMPROVEMENTS 9 <br />i�/� SCE D DATE SIGNED a �:>� ,,! R.C.E 13i<OC� DATE LODI ,CALIF. <br />DIRECTOR OF /PMIC WORKS 7203 <br />File No <br />cu <br />Lot Grada - <br />-.1% mitt... <br />2 <br />1� <br />Exist. around- _ � <br />/ of <br />c9 <br />t <br />m <br />- Install 137 LF 12l <br />- _ J <br />012Q <br />J,. j Inv. 93.50 <br />'S70Rhh ZRAltX PONis <br />��92 _ - — _ --- Riptnp w/ cobbl¢s <br />G I 2 ctt <br />-IO YR Storrn 91.90 O � <br />Inv -9010 6.40% m a" <br />Inv. 90:50 rn y <br />o a <br />Bottom E� fjfo.OrJ v F <br />rl <br />i <br />Q1 <br />N cr <br />�+X <br />0 <br />C) a <br />Rtprop <br />W itF� <br />Cobbl os <br />RIPRAP DETAIL <br />n <br />2t <br />���p1a. +op bottom <br />SSS Cyclon¢ <br />stak¢ F¢nc¢ <br />FENCE DETAIL <br />DRAINAGE. CALCULATIONS <br />R¢q'd Pond Vot. 8 C F = GRA <br />I? - <br />a5 Ac) x 4�55(a0 c. A% 75,5b0 C.F <br />12 <br />Ra.qd depth of pend a Pond Vol. _ �58ac3 C.F = 3,4 FT ( use 4.5' ) <br />(Balow inlvt pipe 5urfcac¢ Ar¢,q 22,5Cao SF <br />Propo9¢d pond vol. 2.25co0 5F x 4.5 R, = 101,520 C.F (Thi -5 aq th¢ <br />ra.q'd. \101.1 <br />Total vxcovation i -o b¢ u5dd <br />for 9u'o'6 s�}¢ qr-00incl. 28(040 SF x 10 Ft = <br />(T0+0{ pond vol. ) 2.7 <br />COUNTY OF SAN JOAQUIN REVISIONS PREPARED IN THE OFFICE OF' Sheet No. <br />DEPARTMENT OF PUBLIC WORKS DATE APP'D M E Y E R & B A U M B A C H MEYER, BAUMBACH & PIAZZA LINE PREPARED a LAMBERT V I LLAGE <br />CIVIL ENGINEERS m LOD1, CALIFORNIA CIVIL ENGINEERS UNIT NO. I <br />APPROVED Q2/�c �j' G zZ / / (i) <br />221 I OAK ST. STORM DRAIN POND SUBDIVISION IMPROVEMENTS 9 <br />i�/� SCE D DATE SIGNED a �:>� ,,! R.C.E 13i<OC� DATE LODI ,CALIF. <br />DIRECTOR OF /PMIC WORKS 7203 <br />File No <br />