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III <br />j <br />�I <br />I` <br />n <br />ELE56 <br />�11 <br />I <br />6612 CONCRETI CURB fl <br />AND GUTTER PER ` <br />MN /DOT STANDARD <br />PLATE 7100 (TYPICAL) <br />4CY RIPRAP ® 12"1 DEPTH <br />OVER GRANULAR. FILTIIR AND <br />GEOTE %TILE FAB IC PER <br />MNDOT STD PLATE 3133D <br />INLET PROTECTION <br />DEVICE PER/3�1NDe <br />©© <br />170TH LANE <br />`lt <br />II <br />I <br />f <br />/ 885.6 NP <br />885.75 <br />8 <br />EE6.i <br />FLOOR ELEVATION <br />L =886.5 <br />>° <br />L MATCH f T G CURB <br />_ <br />CONSTRUCT <br />TTE PE R VALLEY <br />GUTTER PER e <br />I <br />MATCH : E %St NG CURB <br />— <br />I r <br />I I <br />I 4 <br />I 6 <br />I- } HP= <br />Tn. � `� E /E ✓� 885.5 � I, <br />cL- IIIVVVl ' o ( <br />� I <br />�I .6 4.13 TIPOU7 CURB <br />6 <br />C � i <br />gFl <br />-----MATCH <br />SILT FENCE (TYP.) <br />CONSTRUCT VALLEI\`� - <br />GUTTER PER e <br />10 0 <br />SCALE B <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 J. <br />3 <br />3. SLOPES SHALL NOT EXCEED 1V:4H. <br />3 , C CLIENT REVIEW. P� °P °red ey m° °r under my a.eq auP ° ^ = °^ ° ^e AMT Hakanson Anderson GRADING, DRAINAGE AND <br />1 VS ER COMMENT °m ° euy Ecensed Pr°fers�°no E^B� ^zer „na•r ,n. SHEET <br />m ,nom 6 <br />a ,° is REVISED PER COMMENTS ^ ^ °z °' ttaY'N: CIViI Enyn°ers ona Lond 1,-,,,' EROSION CONTROL PLAN <br />,. EVISED P R C rvT AMT ®� 360, TNNrnon Ave., Anok,, MTneso +a 55303 MORRELL ENTERPRISE OVERSIZE or <br />763 -427 -5860 FAX 763 - 427 -0520 7 <br />Dme 3/6/15 Lic No. 23461 Sul ww Nokon :on and °r °on oom CITY OF ELK RIVER, MINNESOTA <br />