Laserfiche WebLink
1 SAN. <br />6c <br />I — T <br />• <br />CURB AND GUTTER BY OTHERS <br />it <br />NORTHE N LIGHTS gOULEVARDPIP'V' <br />w w w W W L w --w ---w —w —w —w <br />==.1::.......••=====...."=============.=====.=======•■ <br />IRON <br />PIPE <br />I <br />I i <br />PH. <br />PED. <br />SETBACK <br />I <br />I <br />3C.5' <br />z <br />N 89•52'51' E 225.01' <br />r-- _ . .... .... . OEM OMAN 0 MAW OMAN • WNW AMMO 0 NOMA WAND 0 UMM, WANE 0 NANO DEW, 0 MONO ONO, 0 WINO NNW 0 WOWS MANN 0 •■■••■ OWES 0 <br />30' <br />IMAM • ANON • •■•• <br />S SANITARY SEWER SERVICE <br />w —w —w •—w w —w <br />10' TO FACE TYPICAL PIPE <br />,.....„:: ..... . . ...,. .• . . . . ... . ....- ---.. . <br />IRON <br />--Ii— • INWO •■• • •N•M MOM • ANEW OW10 • ■/* INI■ • W.• I■■ • <br />16' <br />i <br />1. IRON <br />PIPE <br />MN. <br />L <br />°CLEAN OUT <br />• <br />co <br />18' <br />• <br />CLEAN OUT <br />24' <br />1LL <br />0 0 <br />18' <br />18' <br />24' <br />4.5' TO FACE <br />0 <br />18' <br />11, <br />r WATER SERVICE <br />20' <br />---] i ilr <br />1 <br />1 <br />i <br />1 <br />10' <br />• ■••• wow • al■ •■ • •■■ wmm■ • ■■■ •••■ • M•••• won, • imm• •■• • •••••• am.; • .•■■ • •■•■ ••■ • am• moo • mim ■■• • .■ • •••,, • • ••••. • •■•••■ wow • WIMP INNW • WNW .••• • OINW *NNW • IMW IMAD • =WEI W•NID • ONMO ■•■ • MEW •AWID • MONA WNW • MA= <br />N 89'52'51' E 225.01' <br />LEGEND <br />EXISTING <br />PROPOSED <br />P RC/PFRTY CORNER <br />SANITARY SEVER <br />jfATERMAIN <br />>GATE VALVE <br />SANITARY MANHOLE <br />PHONE PED <br />CURB AND GUTTER <br />CLEAN OUT <br />IRON <br />PiPE <br />—w w —w —w <br />VG. <br />G.V. <br />SAN. <br />MH. <br />0 PH. <br />PED. <br />0 <br />CLEAN OUT <br />NOTES <br />IRON <br />PIPE <br />1. PROPOSED PAVEMENT DESIGN IN ALL NEAS SHALL BE AS FOLLOWS <br />4' ernartecus <br />7' CLASS 5 AGGREGATE BASE <br />12 GRANULAR SUBBASE <br />2. WATER SERVICE SHALL BE 6' DIP., SANITARY SLIER SERVICE <br />SHALL BE r PVC LAM AT 1/4'/FOOT. <br />3. CONCRETE PADS B DRIVE THRU SHALL BE CONSTRUCTED AS FOLLOWS <br />r REINFORCED CONCRETE <br />1' CLASS 5 AGGREGATE BASE <br />12 GRANULAR SUBBASE <br />4. CONCRETE SIDEWALK SHALL BE CONSTRUCTED AS FOLLOWS: <br />r CCNCRETE <br />r CLASS 5 AGATE BASE <br />& ALL DISTURBED AREAS NOT COVERED BY BUILDING. PANEMENTS, OR <br />SIDEWALKS SHALL BE co MET) NTH 4' TOPSOIL AND SODDED. <br />MAR 1 3 2000 <br />CI <br />>- <br />m <br />1 <br />z <br />z wo <br />5 P <br />EL M <br />o <br />0. <br />8v) w Z EL° <br />0 0 <br />ijcnt e <br />Z a- <br />w <br />6 zgl <br />w Z <br />0 5 <br />Et W <br />0 <br />z <br />••- <br />•-r", <br />.• <br />c) <br />z <br />E—■ <br />L=4 <br />z <br />z <br />SHEET NO. <br />