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Tract 7253 Drainage Study Map (2)
LEGEND OO STORM DRAIN MANHOLE SIZE CATCH BASIN O1 PROPOSED STORM DRAIN O PIPE REACH NUMBER i2 INLET NUMBER J3 JUNCTION NUMBER STORM DRAIN TABLE REACH SIZE LENGTH O1 24" 52.3' O2 24" 285.2' O 24" 226.3' ® 18" 42.8' O5 18" 220.3' © 18" 221.0' O7 18" 25.7' ® 18" 15.7' O9 18" 1 16.7' Lo -jx j I DRAINAGE BASIN / / I i 12.5° BOTTOM OF BASIN=331.4 -13'-I I 2:1 I HIGH WATER ELEVATION=349.4 MAX I VOLUME REQUIRED=1.90 AC -FT 1 I VOLUME PROVIDED=2.01 AC -FT — -/ 2;1 I I MAX I -----------------------\ 1 X N :HIGH WATER LINE \\ ------------ --------------v J \L — — — — — — — — — — — — — T — — — — — — — — — — — — — -v ro DRAINAGE BASIN DETAIL SCALE: 1 "= 30' d- rn rn . Y T O Q rn N � NL 28 d --LLi rn p O =1 7.81 AC 35 34 33 J Ln 0 W w p O _J O p Df Z m Q 0 - O -� -:E- a -z ��EL.Li 21 20 m U 60 = car- w z :5 ..CO 'p c0 o U Z p� W Of cl)Q --� LLJ a_ N PHASE PHASE 24 25 36 i 1 i 1 2 3 III 9 I 7 TAFT HIGHWAY f E E —•f — — f NMI- 1 1 1 � — — 11 12 1 1 26 A213 28 1 1 =1 7.81 AC 35 34 33 _ 31 5 W Z 1 Ow=wc- 23 22 21 20 19 m m car- w z :5 ..CO 'p c0 o U Z p� W O,� Oo��c)Qm� N W LU LL W U W 2 W LL o< 3 otf_ ZwLL Q m N m:mz2Eoow LU ,F co 1 W Z Lu i 00 U UpU 1 NT i LLI w II 1 1 Z_�Unw U i Ala I �� O N w Q N V U Z � O r ow�oa�=F 1 1 = J W W~ O 15 W= n< Z Q J O~ �W i 4.89 AC II Q Z �pww-mi zz) r Z>>-U)mFj)Q� L II (wn�C5 (D W j