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O <br />U) <br />Ln <br />D <br />z <br />ry <br />w <br />w <br />z <br />E 0 <br />Uz <br />00 w <br />r-) <br />w <br />Jzo <br />O <br />LL_ U <br />wQOY <br />O <br />Q <br />LANMH U RIM= <br />903.72 INV( <br />N)=895.72 INV( <br />S)-895.67 M 0 <br />G <br />GGH P G\ ' <br />ON —i — P— <br />H 9Q6- <br />I I I 905=------------------ - ---- ------- <br />8" <br />VCP PLEASANT <br />VIEW DRIVE/ STINSON <br />BOULEVARD A- <br />l— — — — w <br />SEE NOTE <br />Z <br />O U <br />O <br />2 <br />w <br />w <br />V) O <br />Q U <br />CITY/ <br />COUNTY LINE <br />EXISTING <br />RESIDENCE <br />J. <br />B618 <br />CONCRETE CURB I LEGEND <br />AND <br />GUTTER PER MN/ <br />DOT STANDARD I _ I <br />EXISTING BITUMINOUS PAVEMENT PLATE <br />7100 (TYP.) 03 I „ i P— <br />OH I \ <br />ON <br />iil l co _ I <br />P i ill I I J\ I PROPOSED BITUMINOUS PAVEMENT l <br />S - - - ------------------- <br />O/ ° <br />SAN <br />MH e <br />o ° IM= <br />908.73 INV= <br />897.03 I-- -- <br />w, o WM <br />M H RIM= <br />911.561 ill G <br />G G \\ I <br />i 91 N \\ <br />97 y <br />11's llr' ' <br />v <br />c <br />00 <br />EXISTING _ < <br />RESIDENCE <br />x\ ° <br />I <br />V 0 <br />Orn <br />i <br />I <br />I <br />I <br />I <br />I <br />I — <br />I <br />I <br />I <br />I <br />i <br />I SEDIMENT <br />CONTROL LOG PER 2 (2 2 <br />DRAINAGE <br />ARROW E. <br />O.F. EMERGENCY OVERFLOW ELEVATION XXX. <br />X GENERAL <br />NOTES: 1. <br />PRIOR TO IMPORTING OR EXPORTING MATERIAL TO OR FROM THE <br />SITE, CONTRACTOR SHALL CONSTRUCT A STABILIZED CONSTRUCTION <br />EXIT PER . 111_ <br />2 2. <br />SEE SHEET 3 FOR THE LOT TABULATION. 3. <br />SEE SHEET 6 FOR THE UTILITY PLAN. 4. <br />SEE SHEET 7 FOR THE RESTORATION AND PAVING PLAN. 5. <br />SEE SHEET 8 FOR THE TRAFFIC CONTROL PLAN. 6. <br />STREETS AND PROPERTIES ADJACENT TO THE SITE SHALL BE KEPT <br />FREE FROM SEDIMENT CAUSED BY CONSTRUCTION TRAFFIC, <br />SITE RUNOFF AND BLOWING DUST. 7. <br />ALL SLOPES SHALL BE 4:1 OR FLATTER. 8. <br />STABILIZATION OF DISTURBED AREAS SHALL BE INITIATED IMMEDIATELY <br />TO LIMIT SOIL EROSION WHEN CONSTRUCTION ACTIVITY <br />HAS PERMANENTLY OR TEMPORARILY CEASED AND WILL <br />NOT RESUME FOR A PERIOD EXCEEDING 14 CALENDAR DAYS. <br />STABILIZATION MUST BE COMPLETED NO LATER THAN 14 <br />CALENDAR DAYS AFTER THE CONSTRUCTION ACTIVITY HAS <br />CEASED. 9. <br />SEE 1 FOR LOT PAD GRADING DETAIL. 3 <br />REFERENCE <br />NOTES: 1 <br />CONSTRUCT INFILTRATION BASIN PERM. 2 <br />2 <br />THE PERIMETER SEDIMENT CONTROL LOG SHALL BE PLACED PRIOR <br />TO CONSTRUCTION. THE REMAINING SEDIMENT CONTROL <br />LOG SHOWN SHALL BE PLACED AFTER THE COMPLETION <br />OF GRADING. 3 <br />DROP THE BACK OF THE CURB AT THE PROPOSED DRIVEWAY <br />LOCATIONS ON THE EAST SIDE OF PLEASANT VIEW <br />DRIVE. INSTALL <br />INLET PROTECTION DEVICE PER 4 IN CATCH BASIN 2 <br />LOCATED <br />ON THE EAST SIDE OF PLEASANT VIEW DRIVE, APPROXIMATELY <br />475 FEET SOUTH OF THE SITE. 20 <br />0 20 40 SCALE <br />IN FEET DATE <br />REVISION I hereby certify that this plan, specification, or report was prepared <br />by me or under my direct supervision and that I am <br />a dulyLicensed Professional En sneer under the laws of <br />the Stte of Mi ta. 9 <br />DESIGNED <br />BY: TAE <br />Hakanson Anderson civil <br />Engineers and Land Surveyors 3601 <br />Thurston Ave., Anoka, Minnesota 55303 763- <br />427-5860 FAX 763-427-0520 www. <br />hakanson—anderson.com BELDEN <br />RIVER VIEW GRADING <br />DRAINAGE AND EROSION <br />CONTROL PLAN CITY <br />OF MOUNDS VIEW, MINNESOTA SHEET <br />5 <br />F <br />8 <br />SHEETS <br />244421 <br />PLAN REVISIONS PER CITY REVIEW 3 <br />2 21 PLAN REVISIONS PER CITY REVIEW DRAWN <br />BY: TAE <br />I <br />OTHY A. U j0el-IS, P.E. Date <br />1 4 21 Lic. No. 43362 CHECKED <br />BY: CJJ <br />4535. <br />01