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KEY NOTES <br />_870 <br />874.58 TC* <br />874.25 GL* <br />874.13 TC/GL <br />87 2 <br />+++iv1tiiT(NA1\1+GgIA+ 4 <br />1 <br />869.50 EOF <br />871.50 G <br />870.50 G <br />/-878 <br />GARAGE FLOOR 878.00 <br />FIRST FLOOR 881.50 <br />BASEMENT 871.50 (W/O) <br />2 v� 874.79 -C*A <br />?4 <br />874.70 C*- <br />873.50 TC <br />xx <br />873.89 C <br />873.80 C <br />j GARAGE FLOOR 879.00 <br />\ FIRST FLOOR 881.50 <br />\ BASEMENT 871.50 (L/O) <br />873.89 C 875.39 C <br />873.80 C-875.30 C <br />J 875.00 TC <br />W:\2025\Civil\12256081 - Brookside Terrace\3. Working Docs\C. Drawing Files\1XXXX - C300 Grading Plan.dwg <br />878.00 G <br />\ 880 <br />\1 <br />882 <br />GARAGE FLOOR 882.00 <br />FIRST FLOOR 885.00 <br />BASEMENT 875.00 (L/O) ', <br />.870 - <br />882.00 G <br />881.49 <br />/ 4(0 • * //* <br />+ ++++++ <br />-10 <br />+++++++ <br />\ 886.79 C <br />886.70 C <br />886.40 TC* <br />881.50 G <br />/ \ o.l 1 <br />/ •• <br />/ 1. <br />E AlIGE 0;GdE s Ottr 1++\+++ A <br />881.50 G <br />888.80 C <br />O SILT FENCE, SEE DETAIL 1/C500 <br />2O ROCK CONSTRUCTION ENTRANCE, SEE DETAIL 5/C500 <br />• CATCH BASIN INLET PROTECTION, SEE DETAIL 2/C500 <br />4O RIP RAP, SEE DETAIL 3/C500 <br />5O EROSION CONTROL BLANKET, SEE DETAIL 6/C501 <br />• SEDIMENT LOG, SEE DETAIL 4/C500 <br />888.31 C <br />888.50 TC* <br />SYMBOL LEGEND <br />950 <br />949 <br />2.00/0 <br />X X <br />X <br />u <br />950.00 TC <br />949.50 GL <br />EXISTING CONTOURS <br />PROPOSED CONTOURS <br />PROPOSED CONTOURS <br />GRADE BREAK LINE <br />GRADE SLOPE <br />MAJOR INTERVAL <br />MINOR INTERVAL <br />SILT FENCE <br />SEDIMENT LOG <br />TREE PROTECTION FENCE <br />RIP -RAP / ROCK CONST. ENTRANCE <br />EROSION CONTROL BLANKET <br />INLET PROTECTION <br />SPOT ABBREVIATIONS: <br />C - CONCRETE <br />G - FINISHED GRADE <br />TC - TOP OF CURB <br />GL - GUTTER LINE OF CURB <br />(*) - EXISTING TO BE VERIFIED <br />GRADING NOTES <br />1. Grading of house pads shall be performed at the time of home <br />construction. <br />2. Tree protection consisting of snow fence or safety fence installed at the <br />drip line shall be in place prior to beginning any grading or demolition work <br />at the site. <br />3. All elevations with an asterisk (*) shall be field verified. If elevations vary <br />significantly, notify the Engineer for further instructions. <br />4. Grades shown in paved areas represent finish elevation. <br />5. All disturbed areas to receive 4" of topsoil and seed (see specifications). <br />Topsoil is defined as black dirt composed of unconsolidated material, <br />largely undecomposed organic matter which is suitable foundation for <br />vegetative growth. the composition of topsoil should contain no more than <br />35% sand content. <br />6. All construction shall be performed in accordance with state and local <br />standard specifications for construction. <br />7. Once the infiltration basin has been constructed, an infiltration test shall be <br />performed. The test shall be performed prior to placement of pre -mixed <br />planting medium. If infiltration rates exceed 8.3 in/hr, soil corrections shall <br />be conducted to reduce infiltration rates to below 8.3 in/hr, but not below <br />0.6 in/hr. <br />8. A sweper must available to the site within 3 hours notice from the City. <br />9. Send weekly and 0.5" rainfall event Inspection Reports to the City <br />Inspector. <br />10. Roof leaders shall direct roof runoff to the back yards to drain the <br />proposed infiltration basin. The roof leaders on lot 1 shall direct roof <br />runoff to the swale between lots 1 and 2. <br />11. Driveways shall be designed to direct at least 50% of the driveway surface <br />across the turf yard area adjacent to the driveway. <br />4 <br />NORTH <br />0 15 30 <br />60 <br />Z <br />0 <br />0 <br />L.I. <br />vJ <br />Z <br />0 <br />0 <br />L.I. <br />0 <br />0 <br />Z <br />Z <br />NW <br />L.I. <br />0 <br />-o <br />co <br />O <br />4) <br />O <br />co <br />J <br />N <br />LO <br />O <br />LO <br />LO <br />Z <br />a) <br />co <br />J <br />a) <br />a) <br />L <br />c <br />c <br />0) <br />c <br />C <br />.En <br />c <br />w <br />c <br />0 <br />J <br />O <br />c <br />a) <br />U <br />1- <br />U <br />0 <br />0_ <br />I hereby certify that this plan, <br />specifications or report was prepared <br />by me or under my direct supervision <br />and that I am a duly Licensed <br />Professional Engineer under the laws <br />of the State of Minnesota. <br />First M. Last, P.E. <br />Date: 08.14.25 Lic. No.: 25520 <br />Rev. Date Description <br />08.14.25 City Comments <br />Project #: 12256081.000 <br />Drawn By: TRK <br />Checked By: TJH <br />Issue Date: 08.14.25 <br />Sheet Title: <br />GRADING PLAN <br />Sheet: <br />