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III <br />III <br />I` <br />I' <br />ELE66 <br />1 <br />I <br />6612 CONCRETI CU RBI <br />AND GUTTER PER <br />MN /DOT STANDARD <br />PLATE 7100 (TYPICAL) <br />4CY RIPRAP ® 12" <br />1 <br />DEPTH <br />OVER GRANULAR FILTIIR AND <br />GEOTE %TILE FABNIC PER <br />MNDOT STD PLATE <br />I <br />3133D <br />INLET PROTECTION <br />DEVICE PER/3 1NDe <br />170TH LANE <br />lt <br />II <br />I <br />f <br />885.6 HP <br />885.75 <br />8 <br />856.5 <br />FLOOR ELEVATION <br />L =886.5 iFF <br />L J, MATCH f TG CURB <br />CONSTRUCT VALLEY <br />GUTTER PER e <br />jR III/ <br />v_ <br />I <br />MATCH E StING CUPS <br />E, <br />I1 <br />I <br />I <br />Irl . <br />L <br />z <br />sass <br />npl 8 <br />I <br />64.13 <br />TIPOU7 CURB <br />MATCH f <br />SILT FENCE (TYP.) <br />I <br />CONSTRUCT VALLEI\` - <br />GUTTER PER e <br />5D 0 <br />SCALE M t'EET <br />GENERAL NOTES: <br />1. SEE SHEET 7 FOR STORM SEWER STRUCTURE INFORMATION. <br />2. PRIOR TO IMPORTING OR EXPORTING MATERIAL TO THE SITE, CONTRACTOR SHALL <br />CONSTRUCT A ROCK CONSTRUCTION ENTRANCE PER . <br />3 <br />3. SLOPES SHALL NOT EXCEED 1V:4H. <br />ii n °•,cor =.,..r .o. ,n: POD :P••.omo e. .evon .o. mnan n: ___. <br />a , o CLIENT REV,Ew P.•PO.•e6 m• o= e.. mr E _• =, .P•...0 aE ,E•, AMT GRADING, DRAINAGE ANDEERCOMMENTm • Ev L=•n..a P.o,•,,. ofB e, ... •d.. ,H. e.. Hakanson Anderson <br />a ,e ,s REVISED PER COMMENTS D1 "• S1af M° °+ I^^°5° M6M,N: III CWII Engineers and Land S-y- EROSION CONTROL PLAN <br />6 <br />TV6r. AMT ® 360, rnMrs<on Ave., AnokD, Minnesota 55303 MORRELL ENTERPRISE OVERSIZE DE <br />763 -427 -5860 FAX 763 - 427 -0520 7 <br />Dme 3/6/15 <br />Z1. <br />ic. No. 23461u ww.nokon :on— ondei :on.00m CITY OF ELK RIVER, MINNESOTA