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WLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLW <br />L <br />W <br />L <br />WL <br />WL <br />WL <br />WL <br />WL WL <br />WL <br />WL WL WL <br />WL <br />WL <br />WL WL WL WL WL <br />WL <br />WL WLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWL <br />WL <br />WL WLWLWLWLWLWLWLWLWLWLWLW <br />L <br />WL WLWLWL WL WLWLWL <br />WL WLWLWL^924 <br />920922923921919919 <br />918918 916 <br />916 <br />917 <br />916 <br />914 <br />915 <br />917 <br />918 <br />91 <br />891992 <br />0 919918917 <br />916918 <br />916 <br />916 91591 <br />4915 915914924923>>918^^923924 <br />92 <br />3 921 92 <br />0 <br />9 <br />2 <br />0919918919918916915^^XXXX <br />X <br />X <br />XX X X X X X X X X X X X <br />XXXXXXXXXXXXXXXXXX24.05' (TYP.) <br />20' INTERNAL ACCESS ROAD <br />EXISTING WETLAND (TYP.)EXISTING WETLAND <br />EXISTING OVERHEAD POWER LINE <br />VEGETATIVE BUFFER <br />(DOGWOOD TREES) <br />EXISTING WETLAND <br />PROPOSED LAYDOWN AREA <br />STORMWATER POND WITH 6" OUTLET PIPE <br />SEE BASIN NOTES ON THIS SHEET <br />PROPOSED DITCH <br />5' WIDE, 1' DEEP <br />EXISTING WETLAND <br />SILT FENCE <br />DOUBLE SILT FENCE <br />EMERGENCY OVERFLOW <br />SEE BASIN NOTES ON THIS SHEET <br />±18" CMP <br />INV = ±921 <br />±18" CMP <br />INV = ±920.5 <br />18" CMP <br />INV = 923.5 <br />18" CMP <br />INV = 923.4 <br />EXISTING 35.5' <br />CULVERT <br />EXISTING 42.3' <br />CULVERT <br />PROPOSED POWER LINE <br />ROCK CONSTRUCTION ENTRANCE <br />EQUIPMENT PADS <br />TOP OF CONC. = 920.25' <br />PROPOSED 36' - 18" CMP CULVERT <br />INLET INVERT ELEV: 924.00' <br />OUTLET INVERT ELEV: 923.75' <br />EXISTING WETLAND <br />EROSION CONTROL BLANKET <br />SITE FENCE <br />PROPOSED FEATURES <br />EXISTING FEATURES <br />LEGEND <br />WL WL <br />PROPERTY LINE <br />NON-PARTICIPATING BOUNDARIES <br />WETLAND (JURISDICTIONAL) <br />OVERHEAD POWER <br />EXISTING CULVERT <br />MAJOR CONTOUR <br />MINOR CONTOUR <br />VEGETATIVE BUFFER - DOGWOOD <br />AGGREGATE ROAD <br />TEMPORARY AGGREGATE SURFACE <br />PROPOSED OVERHEAD POWER LINE <br />CHAIN LINK FENCE <br />INFILTRATION BASIN OUTLINE <br />ROCK CONSTRUCTION ENTRANCE <br />RIPRAP <br />EROSION CONTROL BLANKET <br />GRADING EDGE <br />MAJOR CONTOUR <br />MINOR CONTOUR <br />SWALE/DITCH <br />CULVERT/PIPE <br />SILT FENCE <br />DOUBLE SILT FENCE <br />X <br />^1.REQUIRED STORAGE, BASED ON RCWD RULE C AND <br />MPCA CALCULATOR: 6629 CF <br />2.BASIN STORAGE: 9425 CF <br />3.TOP OF BERM ELEVATION: 919.50' <br />4.EMERGENCY OVERFLOW INVERT ELEVATION: 918.50' <br />5.EMERGENCY OVERFLOW WIDTH: 15' <br />6.OUTLET PIPE INFLOW INVERT ELEVATION: 917.25' <br />7.OUTLET PIPE OUTFLOW INVERT ELEVATION: 917.00' <br />8.OUTLET PIPE LENGTH: 38' <br />9.OUTLET PIPE DIAMETER: 6" <br />10.BASIN BOTTOM ELEVATION: 914.25' <br />11.100YR STORM HIGH WATER LEVEL ELEVATION: 918.65' <br />BASIN NOTES <br />>>>>^^^^2023-002 <br />NGUYEN <br />C-200 <br />WASHINGTON COUNTY <br />MINNESOTA <br />SITE AND GRADING PLAN <br />2024.04.05 <br />PL MK <br />1 2 <br />0 60 120 <br />IN <br />FT <br />DRAWING SCALES APPLY TO 22" x 34" SHEETS <br />NORTH <br />A <br />B <br />C <br />D <br />E <br />1 2 3 4 5 6 7 <br />1 2 3 4 5 6 7 <br />SHEET NUMBER <br />DRAWN BY CHECKED BY <br />DATE PROJECT # <br /> # DATE DESCRIPTION <br />PROJECT <br />CLIENT <br />SCALE <br />PROFESSIONAL CERTIFICATION <br />LOCATION <br />SHEET NAME <br />SUBMITTAL <br />© 2022 EVS, INC.PRELIMINARY NOT FORCONSTRUCTION OR PROCUREMENTEVS, INC. <br />10025 Valley View Road, Suite 140 <br />Eden Prairie, Minnesota 55344 <br />Phone: 952-646-0236 <br />www.evs-eng.com <br />CONDITIONAL <br />USE PERMIT <br />VERTICAL DATUM: NAVD88