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Al <br /> 2 <br /> zo <br /> O_ Q <br /> � V <br /> a V <br /> N <br /> O <br /> 0 20 40 60 w <br /> ''''1'n N <br /> SCALE IN FEET <br /> m <br />/ \ 6 `71 2 N <br /> m o w <br /> ,::3- F 20 m <br /> \ n � z m <br /> I <br /> L- m <br /> \ m m <br /> �' Z Z Y Z <br /> \ /�' a w Sa = 3 4 <br /> 0 0 0 0 0 <br /> \ �''I w O T O <br /> 6 Oo <br /> o <br /> CB ro7� \'''. ;0.2., <br /> - <br /> `0'"En. <br /> .........-•Ili STORM SEWER STRUCTURE SCHEDULE 1-bz^ z <br /> STRUCTURE No.&sig CASTING RE a FL INVERT U.LV,UE `L r <br /> psi? Ra3n <br /> MH 101 480 R-32�6-V 925.60 91a.00M.92209NE. 921.OIE.920.E.711� `' n <br /> Iliall108 m <br /> MN 102 469 R-3246 929 59 925 37N 925 74E 924.SOSE C T o a`a ,;, <br /> I'''n o u \ <br /> MH 103 480 R-3246 929.68 925,69 2 o <br /> a.S•• LOOX MH 10412'RCP 461 R-3246 932.02 926.50 0..",-0 IRi1 = o <br /> _no,¢D M in o <br /> MH 106 270 R-2503-D 932.08 928.58 <br /> ` &3•L411 191 106 24'x36' R-3246 931.63 928.14 R e <br /> 0 <br /> CB 107 24'x36' R-3246 927.34 923.84 a <br /> e0 0i m g <br /> pcE (� 108 24'x36' R-3246-Y 925.40 922q e m y q <br /> \-t; <br /> '' s IE 91860 % ok ghk <br /> 1I/4.6 CY CL3 •D ,:,_. a <br /> RANDOM RIPRAP W/ 44 ;u <br /> TER FABRIC �g a:� .. v <br /> ,• PROPOSED •-• <br /> I <br /> SIGN <br /> ` 3 <br /> SICN NI <br /> N`a OaN !5N <br /> OC bM:0_ N4'. <br /> 1 7 M901W COVER OVER <br /> NATER SERVICE <br /> F" _J J <br /> Q } <br /> -;;;;;;,7.. ....7,;;;;-....71;;;;„,„._, Z M _J <br /> La ee <br /> LEGEND =- to 0 <br /> I _ (n Z <br /> 46- EXISTING SANITARY SEWER id D <br /> --•`— y PROPOSED SANITARY SEWER W l W W 0 <br /> EXISTING WATERMAIN CO W 0 <br /> PROPOSED WATERMAINM a W <br /> y EXISTING STORM SEWER a Q <br /> PROPOSED STROM SEWER I— < Z <br /> OUTFALL GUTTER 0 <br /> MODULAR BLOCK RETAINING WALL --i <br /> '+mac---- UNDERGROUND ELECTRIC LINE <br /> CH OVERHEAD ELECTRIC LINE <br /> SHEET NO <br /> A,/,9 2/0 6 „........„,-"”0 <br />