Laserfiche WebLink
2'-8" <br />2"2"2'-8"2"2"3 <br />L1.4 <br />FOOTING BELOW, <br />SEE DETAIL <br />BRICK VENEER <br />8" CMU <br />1 - #5 VERTICAL @ <br />EACH CORNER (TYP) <br />L1.4 <br />3 <br />COREFILL ALL WITH GROUTH <br />HEIGHT VARIESREFER TO PLAN4' MAX.4" DIA. FILTER WRAPPED <br />PERFORATED DRAINTILE - <br />DAYLIGHT AT ENDS <br />MINIMUM OF 12" COMPACTED <br />GRANULAR PLACED BEHIND <br />THE WALL (TYP) <br />BASE ROW OF THE WALL SHALL CONTAIN <br />THE LARGEST BOULDERS AND SHALL BE <br />BURIED A MINIMUM OF 50% OF THE <br />BOULDER HEIGHT BELOW SUBGRADE <br />AND CONTRACTOR SHALL ENSURE <br />STABILITY <br />COMPACTED <br />SUBGRADE (TYP) <br />LIMESTONE BLOCK RETAINING WALL: <br />CONTRACTOR SHALL SET STONES ACCORDING <br />TO SIZE AND SHAPE FOR BEST FIT. <br />CONTRACTOR IS RESPONSIBLE FOR LOADING, <br />HAULING, UNLOADING, AND INSTALLING <br />LIMESTONE BLOCKS FOR CONSTRUCTION. <br />GEOTEXTILE FABRIC PLACED BEHIND STONE <br />WALL TO ENSURE SOIL DOESN'T MIGRATE <br />THROUGH THE WALL VOIDS. FABRIC SHALL BE <br />ANCHORED DOWN BELOW TOPSOIL AND SHALL <br />NOT BE ALLOWED TO BE EXPOSED <br />6" DEPTH OF SALVAGED <br />TOPSOIL (TYP)3"CLEAR3" <br />CLEAR <br />3" <br />CLEAR 3"CLEAR3 - #5 REBAR <br />EACH WAY <br />1'-0" X 4'-0" X 4'-0" <br />CONCRETE FOOTING <br />14" CMU SILL <br />12" CORE-FILLED CMU <br />2"2" <br />12" CORE-FILLED <br />ROCKFACE CMU <br />2"4"10" DEEP BOND WITH <br />2 - #5 CONT. BARS <br />2"2"BRICK VENEER <br />8" CORE-FILLED <br />CMU <br />SLOPED PRECAST <br />CONCRETE CAP <br />3'-0"4'-4"2'-0"6"2"4'-10"#5 VERTICAL REINFORCED. <br />USE 2'6" MIN. LAP <br /> (4 PER COLUMN, TYP)4'-0"L1.4 <br />1 <br />L1.4 <br />2 <br />FINISH GRADE <br />ROD & SEALANT <br />ooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooCOAT CMU BELOW GRADE <br />WITH BITUMASTIC MATERIAL oooooooooooooooooooooooooooooooooooooooooooooooooooooooooooo oo oo oo <br />DRIP EDGE (TYP) <br />DRIP EDGE (TYP) <br />FLASHING WITH <br />ROD & SEALANT <br />6" COMPACTED <br />GRANULAR <br />BEDDING <br />FILL CAVITY BELOW GRADE <br />CORE WITH GROUT <br />WEEP HOLE <br />3"CLEAR3" <br />CLEAR <br />3" <br />CLEAR 3"CLEAR8" CORE-FILLED <br />ROCKFACE CMU <br />12" CMU SILL <br />SLOPED PRECAST <br />CONCRETE CAP <br />4"2"2" <br />ROD & SEALANT <br />12" DEEP BOND <br />BEAM WITH 2- #5 <br />CONTINUOUS BARS <br />FLASHING WITH <br />ROD & SEALANT <br />12" CORE- FILLED CMU <br />PIN MOUNTED <br />LETTERING <br />3" PRECAST <br />CONCRETE PANEL <br />#5 VERTICAL R <br />EINFORCED. EF @ 48" O.C. <br />USE 2'6" MIN. LAP <br />8" CORE-FILLED CMU <br />1'-0" X 3'-0" <br />CONCRETE <br />FOOTING 4'-0"2'-0"6"3'-4"FINISH GRADE 2"3 - #5 CONT. <br />REBAR <br />2'-0" <br />DRIP EDGE (TYP) <br />DRIP EDGE (TYP) <br />2" <br />6" COMPACTED <br />GRANULAR <br />BEDDING <br />FILL CAVITY BELOW GRADE <br />CORE WITH GROUT <br />WEEP HOLE <br />2'-8" <br />2"2"2'-8"2"2"FOOTING BELOW, <br />SEE DETAIL <br />14" CMU SILL ABOVE <br />12" ROCKFACE CMU <br />1 - #5 VERTICAL @ <br />EACH CORNER (TYP) <br />L1.4 <br />3 <br />3 <br />L1.4 <br />WSB PROJECT NO.: <br />SHEETC.P.REVISIONSNO.DATEDESCRIPTIONK:\015755-000\Cad\Proposed\015755-000-L-BASE.dwg 4/7/2020 10:17:36 AML1.4 <br />015755-000 <br />SCALE: <br />PLAN BY: <br />DESIGN BY: <br />CHECK BY: <br />AS SHOWN <br />JDG <br />JDG <br />JAF <br />I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION,OR REPORT WAS PREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM A DULYLICENSED LANDSCAPE ARCHITECT UNDER THELAWS OF THE STATE OF MINNESOTA.LIC. NO:DATE:JEFFREY A. FEULNER, PLA04/02/202042976CITY OF HUGONORTHERN GATEWAYMONUMENT SIGNDETAILS <br />XXXXXXX <br />NTS <br />COLUMN DETAIL1 <br />L1.4 <br />NTS <br />STONE RETAINING WALL DETAIL3 <br />L1.4 NTS <br />COLUMN SECTION4 <br />L1.4 NTS <br />MONUMENT LETTERING SECTION5 <br />L1.4 <br />NTS <br />COLUMN DETAIL2 <br />L1.4 <br />NOTES: <br />1. PROVIDE LADDER REINFORCEMENT <br />BETWEEN ALL COURSES