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PLAN VIEW <br />SCALE: NTS <br />ELEVATION VIEW <br />SCALE: NTS <br />NOTES:1. WEIR IS SYMMETRICAL ABOUT CENTERLINE2. RIP RAP SHALL BE HAND PLACED IN FIELD ATTHE DIRECTION OF THE ENGINEER <br />RIPRAP SCOUR BASIN -PROPOSED CHANNEL BOTTOMDIRECTIONOF FLOWWEIR ELEV. B <br />WEIR ELEV. A <br />GROUND ELEV. TOBE DETERMINEDBASED ON SOIL BORINGS <br />PROPOSED CHANNELTYPICAL SECTION <br />TYPICAL SECTION <br />880 <br />890 <br />900 <br />910 <br />920 <br />880 <br />890 <br />900 <br />910 <br />920 <br />0 10 20 30 40 50 60 70 800-10-20-30-40-50-60-70-80 <br />5:1 5:1 <br />5:1 5:13:13:1 3:13:1 <br />FUTURE 8.5' BITUMINOUS TRAIL FUTURE 8.5' BITUMINOUS TRAIL <br />VEGETATIVE BUFFER <br />VEGETATIVE BUFFER <br />TYPICAL WATER LEVEL <br />EX. GRADE <br />WETLAND, TYPE 3 AND TYPE 1 (34') <br />WETLAND, TYPE 2 (5')WETLAND, TYPE 2 (5')K:\013084-000\Cad\Plan\013084-000 C-DTLS.dwg 5/22/2019 11:08:34 AMWSB PROJECT NO.:REVISIONSNO.DATEDESCRIPTION013084-000 <br />SCALE: <br />PLAN BY: <br />DESIGN BY: <br />CHECK BY: <br />AS SHOWN <br />I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION,OR REPORT WAS PREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEER UNDER THELAWS OF THE STATE OF MINNESOTA.LIC. NO:DATE:PETER R. WILLENBRING, PE06/28/201915998SHEET <br />OF <br />EY/KH <br />PW <br />MR <br />Northeast Lino LakesComprehensive StormWaterManagement PlanCity of Lino Lakes, MN25 <br />CHANNEL WEIR <br />STRUCTURE DETAIL <br />2