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1 <br />C- <br />0 <br />3 <br />A <br />2 <br />C-03B <br />58' <br />58' <br />98' <br />98' <br />49' <br />3 <br />C-03B <br />GRAVEL ROA <br />D <br />~2.8% SLOPE <br />10" <br />SITE GRAVEL PAD <br />8-INCHES CLASS V <br />COMPACTED TO 95% OF MAXIMUM <br />DRY DENSITY IN TWO 4-INCH LIFTS <br />NATIVE SOIL <br />8" <br />98.00 <br />1 2 3 4 5 6 <br />A <br />B <br />C <br />D <br />ERDC PFAS DESTRUCTION RESEARCH <br />PHASE II <br />3445 IDEAL AVE N, LAKE ELMO, MN <br /> SITE IMPROVEMENTS <br />DESIGN <br />JRC <br />JRC DATE <br />DRAWN BY <br />CHECKED BY <br />APPROVED BY <br />DATE SHEET <br />DWG NO. <br />DATE <br />PROJ. NO.J230044 <br />ERDC C-03A <br />REV REVISION DESCRIPTION BY CHK APP C-03A <br />LAKE ELMO WATER MAIN (12" DIA, DIP) <br />15' OFFSET FROM LAKE ELMO WATER MAIN <br />TEMPORARY FENCE LINE <br />SITE LIMITS <br />GENERAL NOTES CONTINUED: <br />1.LAKE ELMO WATER MAIN LOCATION OBTAINED FROM A DRAWING PROVIDED BY THE CITY OF LAKE ELMO PUBLIC WORKS DEPARTMENT <br />2.SITE LIMITS DEFINED BY A CORNFIELD TO THE NORTH AND A SOIL STORAGE AREA TO THE EAST <br />3.TEMPORARY FENCE LINE CONSISTS OF 12' LONG BY 6' TALL SEGMENTS SUPPORTED BY ABOVEGROUND STANDS <br />4.NATIVE SOIL WILL BE EXCAVATED TO PREPARE FOR THE SITE PAD AS SHOWN IN CROSS SECTION 1. EXCAVATED SOIL WILL BE STOCKPILED ACCORDING TO LAKE ELMO TO BE USED BY LAKE ELMO AT A <br />LATER DATE (DRAWING C-03C) <br />5.SOIL SHALL BE COMPACTED BY MEANS OF A MECHANICAL OR VIBRATING COMPACTOR <br />8.BAY WEST USED CONTOURS GENERATED IN 2011 FROM THE MINNESOTA GEOSPATIAL COMMONS FOR WASHINGTON COUNTY, MINNESOTA. THE CONTOURS RESEMBLE RELATIVE ELEVATION <br />MEASUREMENTS AS DESCRIBED ABOVE. BAY WEST USED THE 2011 CONTOURS AS A "WORST CASE SCENARIO" SINCE THOSE CONTOURS HAD A LARGER SLOPE COMPARED TO SITE MEASUREMENTS. <br />9.MATERIAL FOR SITE PAD TO CONSIST OF RECYCLED CLASS V MATERIAL PER MNDOT SPECIFICATIONS <br />IMAGE SOURCE: MICROSOFT BING, 2024 MICROSOFT CORPORATION, 2024 MAXAR, CNES (2024) DISTRIBUTION AIRBUS DS <br />HORIZONTAL 1:15 & VERTICAL: 4:15 <br />GRADING CROSS SECTION1 <br />SITE PAD (COMPOSED OF RECYCLED CLASS V) <br />NATIVE SOIL040'20' <br />SCALE BAR 1:20 <br />GRAVEL ROAD <br />36TH STREET NORTH <br />ISCWO SHELTER CONCRETE FOUNDATION <br />CERTIFIED FOR WIND SPEEDS OF 115 MPH <br />DIMENSIONS TBD <br />1/28/2025 <br />1/28/25 <br />CONCRETE <br />ERW <br />PBD <br />1/28/25 <br />1/28/25 <br />10 <br />1 <br />0 <br />' <br />1 <br />0 <br />0 <br />8 <br />' <br />10 <br />0 <br />6 <br />' <br />10 <br />0 <br />4 <br />' <br />1 <br />0 <br />0 <br />2 <br />' <br />TOPOGRAPHIC LINES <br />GENERAL NOTES: <br />1.SITE PAD WILL FOLLOW THE SAME GRADE AS THE GRAVEL ROAD. BAY WEST MAY LEVEL SPECIFIC PIECES OF EQUIPMENT WITH EXTRA GRAVEL OR RAILROAD TIES. <br />2.GRAVEL ROAD, FIRE HYDRANT, AND SITE LIMIT LOCATIONS & RELATIVE ELEVATIONS GATHERED WITH A EOS ARROW GOLD GPS UNIT <br />GRAVEL ROAD