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Last modified
10/15/2024 9:24:03 AM
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10/15/2024 9:24:01 AM
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i <br />/0 6"- <br />MAWME WAY <br />AREA DRAIN SCHEDULE <br />A.D. #1 <br />6" INV. <br />(SW) <br />= 39.36 <br />6" INV. <br />(E) <br />= 39.46 <br />4" INV. <br />(S) <br />= 39.50 <br />A.D. #2 <br />24" INV. <br />(E) <br />6" INV. <br />(W) = <br />39.65 <br />A.D. #3 <br />(W) <br />= 35.18 <br />21 z <br />z <br />m <br />8" <br />SEE SHEET C-6 D.I. <br />#2 <br />STORM DRAIN MANHOLE SCHEDULE <br />6" INV. <br />S.D.M.H. <br />#1 <br />6" INV. <br />S.D.M.H. #3 - <br />W/SLATTED COVER <br />24" INV. <br />(E) <br />= 35.08 <br />21" INV. (E) <br />= 36.13 <br />24" INV. <br />(W) <br />= 35.18 <br />1 " I W) <br />= 36. <br />I 8" INV. <br />y <br />(SW) <br />= 36.40 <br />1�" INV. (N) <br />= 3 36.92 <br />r <br />6" INV. <br />(SE) <br />= 32.50 <br />8" INV. (S) <br />= 36.20 <br />/5`/NV = 36.92 <br />(N) = <br />36.55 <br />L -41 <br />SEE SHEET C-6 D.I. <br />#2 <br />6" INV. <br />(NW) <br />= 37.50 <br />6" INV. <br />(E) = 38.80 <br />8" INV. <br />(N) = <br />36.35 <br />6" INV. <br />(NE) = 38.80 <br />D.I. #6 <br />Q <br />D. <br />l <br />8" INV. <br />(N) = <br />36.55 <br />L -41 <br />2" <br />INV. <br />(S) <br />= 36!6-1 35,7$ b <br />F7C 111, <br />2" <br />INV. <br />(NE) <br />=frar9ri 7.81 <br />D.I. #7 <br />12" INV. <br />(S) <br />= 37.10 <br />D.I. #11 <br />D.I. <br /># <br />-y <br />12" INV. <br />(NW) <br />= 37.20 <br />8" INV. <br />(NW) = 37.08 <br />INV. <br />(SW <br />= 36.i2 3(022 <br />7811 <br />I <br />= <br />..#8 <br />" <br />INV. <br />(N) <br />12" INV. <br />(SE) <br />= 37.69 <br />--� <br />12" INV. <br />(N) <br />= 37.79 <br />8" INV. <br />(E) <br />= 38.00 <br />lllm� 14 <br />FRF,m <br />SCALE / "= 20' <br />WARREN CONSULTING ENGINEERS <br />5777 MADISON AVENUE, SUITE 1200 <br />SACRAMENTO, CA 95841 • (916) 349-8225 <br />eo WARREN II <br />N0. C28362 <br />3 <br />cI <br />® 5T0)ZM CAIN R.EV: ii�l4-I�jl i <br />PARTIAL DRAINAGE PLAN <br />Q STORM MAIN IZeVIS10A1 I0I30/`j1 <br />■ <br />I, ■ <br />N <br />ry <br />ADi <br />Q <br />l <br />� <br />L -41 <br />F7C 111, <br />7 <br />
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