Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
Sunrise on the Monon Plans (revised 10-20-14) .02
a c� c L 3 0 �- J Lj C V) a z a _ � M 3 � v ogo a > o QC a a ° x a a r w 0 w � N x a w z w Lu J Q ouo Lot # MLAG/ MFPG Pad El. Lot # MLAG/ MFPG Pad El. Lot # MLAG/ MFPG Pad El. Lot # MLAG/ MFPG Pad El. Lot # MLAG/ MFPG Par' E1. 30 "0 STORM SEWER, 1 799.75 803.00 31 798.85 805.75 61 802.00 805.80 91 802.00 806.25 121 801.00 B .15 SANITARY MANHOLE N.P. NORMAL POOL 2 799.75 803.00 32 798.85 805.75 62 802.00 805.80 92 802.00 806.25 122 801.00 806.15 3 799.75 803.00 33 799.15 805.75 63 801.20 805.50 93 802.00 806.25 123 801.0 k 803.00 4 802.00 804.50 34 799.15 805.75 64 801.20 805.75 94 802.00 806.25 124 80.00 803.00 5 802.00 805.50 35 798.80 805.75 65 802.00 805.60 95 802.00 806.25 125 X1. 00 803.00 6 803.00 806.00 36 798.00 805.75 66 802.00 805.60 96 802.00 806.25 126 1 801.00 803.00 7 803.00 806.25 37 798.80 805.75 67 802.00 805.80 97 802.00 806.25 12- 801.00 803. , ,. v 8 803.00 806.40 38 803.00 805.50 68 802.00 805.90 98 802.00 806.25 -z8 801.00 803. Or; 9 803.00 806.40 39 803.00 805.50 69 801.20 805.75 99 802.00 806.25 129 801.00 803.OJ 10 803.00 806.50 40 803.00 805.50 70 801.00 805.75 100 802.00 806.25 130 801.00 803 11 803.00 806.60 41 802.75 805.50 71 801.00 805.75 101 802.00 806.25 131 801.00 8r .00 12 803.00 806.60 42 802.75 805.75 72 801.00 805.75 102 802.00 806.25 132 801.00 .00 13 802.50 806.50 43 803.00 805.50 73 801.00 805.75 103 802.00 806.25 133 801.0(` 803.00 14 802.50 806.50 44 803.00 805.50 74 802.75 805.75 104 802.00 806.15 134 80" .JO 803.00 15 802.50 806.45 45 803.00 805.50 75 802.75 805.75 105 802.00 806.15 135. 1.00 803.00 16 802.50 806.40 46 803.00 805.50 76 802.75 805.75 106 802.00 806.15 136 ' 801. 803.00 17 802.25 806.30 47 802.75 805.50 77 802.75 805.75 107 801.00 806.15 137 803.00 18 802.25 806.25 48 802.75 805.75 78 802.75 805.75 108 801.00 806.15 138 -p-A.00 803.00 19 80.25 806.00 49 802.00 805.50 79 802.75 805.75 109 801.00 806.15 1K '801.00 803.00 20 802.10 806.00 50 802.00 805.50 80 802.75 805.75 110 801.00 806.15 140 801.00 803.00 21 802.00 806.00 51 802.00 805.50 81 802.75 805.75 111 801.00 806.15 14" 801.00 803.00 22 801.40 805.75 52 802.00 805.50 82 802.75 805.75 112 801.00 1 806.15 X42 801.00 803.00 23 801.40 805.75 53 802.00 805.50 83 802.00 805.75 113 801.00 806.15 _ '43 801.00 803.25 24 801.30 805.75 54 802.00 805.50 84 802.00 805.75 114 801.00 806.15 t 144 801.00 803.75 25 801.30 805.75 55 802.00 805.80 85 802.00 805.75 115 801.00 806.' 145 801.00 804.25 26 801.00 805.75 56 802.00 805.50 86 802.00 805.75 116 801.00 806.1E 146 801.00 805.00 27 801.00 805.75 57 802.00 805.50 87 802.00 805.75 117 801.00 806,'5 147 801.00 805.50 28 798.85 805.75 58 802.00 805.50 88 802.75 805.80 118 801.00 8(- .15 148 801.00 805.00 29 798.85 805.75 59 802.00 805.50 89 802.75 805.80 119 801.00 806.15 30 799.15 805.75 60 802.00 805.50 90 802.75 1 805.80 120 1 801.00 =76.15 �� ► / W EAST BASIN REAM CREEK BASIN ALLOWABLE RELEASE RATES: EAST BASIN: 1C -YR = '100 -YR = REAM C -ELK BASIN: 10 -YR = 100 -YR = PP ,eOSED RELEASE RATES: EAST BASIN: 10 -YR = 100 -YR = REAM CREEK BASIN: 10 -YR = 100 -YR = REQUIRED DETENTION VOLUME: EAST BASIN: 10 -YR = 100 -YR = REAM CREEK BASIN: 10 -YR = 100 -YR = PROPOSED DETENTION VOLUME: EAST BASIN = REAM CREEK BASIN = PROPOSED ELEVATIONS: EAST BASIN: 10 -YR 100 -YR REAM CREEK EAST: 10 -YR 100 -YR REAM CREEK WEST: 10 -YR 100 -YR _ MIN. SLOPE SHALL BE THAT SLOPE NECESSARY TO CONVEY DESIGN STORM AND KEEP WATER IN EASEMENT EXISTING GRADE-\ --f \ 3 \MAX PROPOSED 3 MAX) , j GRADE 1 INSTALL FILTER FABRIC z UNDERCUT SWALE BY 0.2' ON PERIMETER OF o TO ALLOW FOR FUTURE SILTING TRENCH AND OVERLAP AT SUBGRADE LEVEL #8 WASHED AGGREGATE PIPE SHALL BE DOUBLE WALL PER 401.01 OF THE STORM WATER TECHNICAL STANDARDS MANUAL DRAINAGE SWALE DETAIL N TS z LEGEND Q FLOOD ROUTING PATH -------- - - - - -- EASEMENT LINE n 12 "0 STORM SEWER �... -.,. 15 "0 STORM SEWER ... - 18 "0 STORM SEWER ® 24 "0 STORM SEWER Z 30 "0 STORM SEWER, SANITARY SEWER U) WATER LINE �..._.....x ..._.._..__ __._ �. _ FUTURE WATER LINE D WATER EDGE 8 STORM MANHOLE DUE DRAINAGE & UTILITY EASEMENT CURB INLET DE DRAINAGE EASEMENT ® SQUARE INLET SSE SANITARY SEWER EASEMENT Q END SECTION BPS BUFFER YARD/PLAN TING STRIP SANITARY MANHOLE N.P. NORMAL POOL T.O.B. TOP OF BANK B.O.B. BOTTOM OF BANK z Z Q Z J p n 7-> ui z Q o Z w Q U) 0� z ry D � o� oaf O �U� oc � gz N x o � 0 w LU CL U Q ONE m w cD z w w ° ° r-i O N N N F- V) CD Q 6 z 0 0 CL a � I r o m z w M 0 U U Q w Q U w 0 N Z o a of In z 0 V) s w V) 0 w z J w U Ln m � a o ° m I 00 I � I D t M I N Z SHEET 1 of 1 u