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Antenna Cond <br />(lyp. 4 Location <br />8'X1 <br />Splash. Ps <br />s <br />uil� � <br />) � <br />a <br />• � - rr <br />9ar.so <br />�r <br />-12' Overflow <br />- Tank <br />I <br />+921.50 <br />I • <br />IC j` <br />3) j <br />I. <br />Jr �1 <br />Crane Tower <br />( Foundation <br />~ ( Below) <br />I .• <br />i <br />i <br />i <br />1W Into <br />Outlet ��T'�Inflammabte j ~ <br />f,• Waste Trap '1 <br />( i <br />rlPile Cap <br />'( Below ) <br />S4 -A2 <br />• .1 <br />O j <br />I <br />12' Wide x 14' H[gh I!�'--8' 0 Bollard <br />Overhead Door Aggregate Surfaced (typ• ) <br />Driveway <br />H <br />50� <br />rt - Tank <br />�3' Wide <br />x 7' Htgh <br />Single Door <br />Access Ladder <br />( above second Floor) <br />4' Wide <br />Concrete Sidewalk <br />NOTES: <br />1. Construct slab to elevations shown. Slope toward Floor Drain.. <br />2. See Contract Drawings for additional details and site requirements. <br />3. Sawcut stab 1/4" wide x 1 1/2" deep on dashed line. Fill i' with mastic compouni.m',ycettify that this plan; specification, or <br />Drawing References: dhed <br />supervision wrand epared byl am a dm or luy Lice hed <br />• <br />84 - A2 - Foundation /lower Wall / Grade Slab - Section / Concrete Details Professional Englnser underthe .laws of the <br />S4 -A3 - Foundation f Lowar Wall / Grade Slab • Reinforcing Steel , Stateof Mtnnesola <br />• <br />85-A -Support Wall —Opening/Sleeve. Locations <br />ti±gnatwe:/� ... <br />• 300 - Series • Ladder, Landing and Appurtenances Rolf Pawski <br />• 400- Series - Mechanical <br />Rev. Date CITY OF HUGO, MINNESOTA GRADE FLOOR SLAB <br />1.5 MG ELEVATED WATER STORAGE TANK FLAN <br />( LSLP Job No. 0111 ) <br />Date- 06 / 01 own. GDS <br />LANDMARK Alko. Chk. S$ <br />Agreement No. 2017 -CE -Hugo Hugo Water Tower <br />Page 17 of 19 <br />