Chanhassen Water Tower Plans Complete Prelilminary
PRELIMINARY NOT FOR CONSTRUCTION
PRELIMINARY NOT FOR CONSTRUCTION
PRELIMINARY NOT FOR CONSTRUCTION
PRELIMINARY NOT FOR CONSTRUCTION
PRELIMINARY NOT FOR CONSTRUCTION
2-4 2" THICK ADJUST. RINGS W/MORTAR JOINTS-PLASTER OUTSIDE, STRIKE INSIDE CLEAN NEENAH CASTING R-4342 OR EQUAL 2 C800 OUTLET STRUCTURE DETAIL NTS PRECAST OPENING FOR 12" PVC INV. = 1032.25'
PRECAST OPENING FOR 8" PVC INV. = 1032.50' 6" PRECAST -8" POURED OVERFLOW ELEVATION AT 1035.50' 1 C800 POND BOTTOM TYPICAL CROSS-SECTION NTS 1V:3H MAX SIDE SLOPE 6" TOPSOIL 1V:1H SLOPE
UNDISTURBED, UNCOMPACTED IN-SITU SOIL, SCARIFY TO A MINIMUM DEPTH OF 12" PRIOR TO PLACEMENT OF SAND MEDIA & ENGINEERED SOIL (INCIDENTAL) 6" TOPSOIL TOP OF ENGINEERED SOIL BASIN BOTTOM
AT 1035.00' BOTTOM OF ENGINEERED SOIL AT 1032.50' SAND MEDIA, WASHED SAND, MN/DOT 3149.2J FOR FINE FILTER AGG. 8" DIAMETER PERFORATED SUBSURFACE DRAIN SEE DRAINAGE PLANS FOR LOCATION
COMPOSTED TOPSOIL (4" DEPTH) GEOTEXTILE FABRIC, MN/DOT TYPE II ENGINEERED SOIL WELL BLENDED MIXTURE (BY VOLUME): 70% SAND MEETING MN/DOT 3149.2J "FINE FILTER AGG." 25% ORGANIC LEAF COMPOST
MEETING MN/DOT 3890.2B GRADE 2 5% SANDY LOAM TOPSOIL WIDTH VARIES -SEE GRADING PLAN PRELIMINARY NOT FOR CONSTRUCTION
SHIVELY ADDITION BRENDON POND CRESTVIEW PHEASANT HILL VANDERMOREADDITION GOLMEN ADDN. PRELIMINARY NOT FOR CONSTRUCTION PROJECT LOCATION