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SAN/MH <br />RIM=903.72 <br />INV(N)=895.72 <br />INV(S)=895.67 <br />• <br />M <br />0 <br />`,G G G <br />--9p— <br />905------- <br />/ <br />G <br />< < <br />PLEASANT VIEW DRIVE/ <br />STINSON BOULEVARD <br />CITY/COUNTY <br />LINE <br />EXISTING <br />RESIDENCE <br />• <br />• <br />• <br />/ <br />e <br />• <br />0 <br />908- <br />i <br />7 <br />7 <br />7 <br />7 <br />`90S <br />8" VCP <br />-/ <br />`90 <br />E.O.F. <br />=905.7 \ \ <br />• <br />c0 <br />0 <br />-Ts) <br />_ _ — <br />i <br />/ <br />O <br />G <br />0;,;. • • • • <br />< <br />06 <br />905 <br />FB**** <br />GF=906.9 -- <br />LF=902.0 000 <br />P-OH <br />/ <br />/ <br />g01 <br />90 <br />• <br />• <br />• <br />U) <br />0 <br />a) col <br />—bL <br />•- • • • <br />0 <br />0) <br />0-5 <br />/0 W <br />• <br />• <br />• <br />• <br />.• <br />• <br />904 <br />II <br />'904_ <br />FB*** <br />pF=907.6 0 \ <br />/ LF=902.0 Ou, <br />\\ \ <br />SB-2 <br />3 <br />P-OH <br />• 06 <br />P-OH <br />\I <br />•.W•-••--•-•- 04?1 • • <br />\ o <br />)c <br />0 <br />rn <br />INFILTRATION BASIN 0 <br />BOTTOM=903.0 <br />100-YR HWL=904.7 <br />SB-1 <br />• • <br />07 <br />906 <br />)--904 <br />05 <br />• <br />• <br />0 <br />rn <br />B618 CONCRETE CURB <br />AND GUTTER PER <br />MN/DOT STANDARD <br />PLATE 7100 (TYP.) 03 <br />--9 <br />4 <br />4 <br />— > 4 <br />S.AN/MH <br />/'kM=908.73 <br />/ INV=897.03 <br />/ <br />,c:a,, _ 4 <br />Tr a <br />,G <br />907 <br />0 <br />040 <br />/ <br />SB-3 <br />FB** <br />GF=908.3 <br />LF=902.0 <br />• <br />e- <br />uu <br />Ktx� <br />G \ <br />905 <br />905--=�- <br />,90I/ / ILD <br />/ / <br />/ <br />J <br />7 <br />-909- <br />• <br />• <br />O WEL1• <br />910 X <br />9'11- <br />4 <br />. <br />0 <br />908 <br />0 <br />________E...... <br />0 <br />/ <br />// <br />7 / <br />,001 / <br />4 <br />EXISTING <br />\ RESIDENCE <br />4 <br />tO C <br />911 <br />`vi <br />4G <br />P-OH <br />P' <br />WM MH <br />RIM=911.56 <br />/��--912_-/ <br />c-) <br />i <br />i <br />v <br />/ v <br />— J <br />co <br />o <br />-u <br />o <br />4 <br />\ <br />4 <br />e o <br />4 <br />977 <br />0 <br />0 <br />LEGEND <br />EXISTING BITUMINOUS PAVEMENT <br />PROPOSED BITUMINOUS PAVEMENT <br />SEDIMENT CONTROL LOG PER <br />> DRAINAGE ARROW <br />EMERGENCY OVERFLOW ELEVATION <br />GENERAL NOTES: <br />1. PRIOR TO IMPORTING OR EXPORTING MATERIAL TO OR FROM <br />THE SITE, CONTRACTOR SHALL CONSTRUCT A STABILIZED <br />CONSTRUCTION EXIT PER <br />2. SEE SHEET 3 FOR THE LOT TABULATION. <br />3. SEE SHEET 6 FOR THE UTILITY PLAN. <br />4. SEE SHEET 7 FOR THE RESTORATION AND PAVING PLAN. <br />5. STREETS AND PROPERTIES ADJACENT TO THE SITE SHALL BE <br />KEPT FREE FROM SEDIMENT CAUSED BY CONSTRUCTION <br />TRAFFIC, SITE RUNOFF AND BLOWING DUST. <br />6. ALL SLOPES SHALL BE 4:1 OR FLATTER. <br />7. STABILIZATION OF DISTURBED AREAS SHALL BE INITIATED <br />IMMEDIATELY TO LIMIT SOIL EROSION WHEN CONSTRUCTION <br />ACTIVITY HAS PERMANENTLY OR TEMPORARILY CEASED AND <br />WILL NOT RESUME FOR A PERIOD EXCEEDING 14 CALENDAR <br />DAYS. STABILIZATION MUST BE COMPLETED NO LATER THAN <br />14 CALENDAR DAYS AFTER THE CONSTRUCTION ACTIVITY <br />HAS CEASED. <br />8. SEE FOR LOT PAD GRADING DETAIL. <br />REFERENCE NOTES: <br />0, CONSTRUCT INFILTRATION BASIN PER <br />0 THE PERIMETER SEDIMENT CONTROL LOG SHALL BE PLACED <br />PRIOR TO CONSTRUCTION. THE REMAINING SEDIMENT <br />CONTROL LOG SHOWN SHALL BE PLACED AFTER THE <br />COMPLETION OF GRADING. <br />0 DROP THE BACK OF THE CURB AT THE PROPOSED <br />DRIVEWAY LOCATIONS ON THE EAST SIDE OF PLEASANT <br />VIEW DRIVE. <br />20 <br />20 <br />40 <br />SCALE <br />IN <br />FEET <br />DATE <br />2/4/21 <br />REVISION <br />PLAN REVISIONS PER CITY REVIEW <br />I hereby certify that this plan, specification, or report was <br />prepared by me or under my direct supervision and that I <br />am a duly Licensed Professional Engineer under the laws <br />of the State of Mi ta. <br />OTHY A. <br />Date 1/4/21 <br />Lic. No 43362 <br />DESIGNED BY: <br />TAE <br />DRAWN BY: <br />TAE <br />CHECKED BY: <br />CJJ <br />Hakanson Anderson <br />Civil Engineers and Land Surveyors <br />3601 Thurston Ave., Anoka, Minnesota 55303 <br />763-427-5860 FAX 763-427-0520 <br />www.hakanson-anderson.com <br />BELDEN RIVER VIEW <br />GRADING, DRAINAGE AND <br />EROSION CONTROL PLAN <br />CITY OF MOUNDS VIEW, MINNESOTA <br />4535.01 <br />