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<br />
<br /> 895.m
<br /> '-~'-'"~-' .. ENCLOSURE
<br />
<br /> ~ .-.. PROPOSED L 0 T I
<br /> ~ ' .--..,,.,. BUILDING ~
<br />
<br /> ,, ',. ~. I X 36"~ ~
<br /> ', '~, '", ,.. CAST R--3~7-V '
<br /> "~ 893.8 ~ RE 891.3
<br /> '", ' ', ~ IE 888.8
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<br /> '.. .~:,,.. ~,
<br /> · ,, ~, ~. '. , z?,.
<br />
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<br />
<br /> LEGEND
<br />
<br />.... EXISTING CONTOURS
<br />O6-~--'"------' PROPOSED CONTOURS
<br /> EXISTING STORM SEWER
<br />
<br /> PROPOSEDSTORM SEWER
<br /> PROPOSEDSPOT ELEVATION
<br /> PROPOSEDSILT FENCE
<br /> PROPOSED0UTFALL GUTTER
<br />
<br />SCALE
<br />
<br />2O
<br />
<br />ROCK CONSTRUCTION ENTRANCE
<br /> NOT~S:
<br />
<br /> k ALL SPOT ELEVATION ARE TOP BACK OF CURB
<br /> UNLESS OTHERWISE NOTED.
<br />
<br /> 2. INSTALL EROSION CONTROL MEASURES PRIOR
<br />
<br />3. I~SEJlt~ ~L~t~G~HALL BE SURMOUNTABLE CONCRETE
<br /> CURB AND GUTTER FOR 5 FEET FROM EACH END.
<br />
<br />4. MATCH EXISTING BITUMINOUS MAT AT EDGE AND
<br /> CONCRETE CURB AND GUTTER AT PT POINTS.
<br />
<br />5. REMOVE EXISTING CONCRETE CURB AND GUTTER AT
<br /> PROPOSED DRIVEWAY OPENING.
<br />
<br />4O
<br />
<br />§o' minimum
<br />
<br /> MnDot Type V
<br />Geotextile Seporator
<br />
<br />ROCK CONSTRUCTION ENTRANCE
<br />
<br />' BL~Y BOTTg~
<br />EXISTING C. RO~D .:. 6" oF' FABRIC
<br />
<br />EROSION CONTROL SILT FENCE
<br />
<br />FEET
<br />
<br />6O
<br />
<br />z
<br />
<br />SHEET NO,
<br />
<br />
<br />
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