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Designed By:Date: <br />Job No.: <br />FOR AND ON BEHALF OF <br />HAGSTROM ENGINEERING PLLC <br />Checked By:811 <br />CALL 2 BUSINESS DAYS IN ADVANCE BEFORE <br />YOU DIG, GRADE OR EXCAVATE FOR THE <br />MARKING OF UNDERGROUND MEMBER <br />UTILITIES. <br />CALL GOPHER STATE ONE CALL <br />BENCHMARK:ByDateDescription of RevisionsNo.Sheet of <br />D <br />C <br />B <br />A <br />54321 <br />219 6TH AVENUE EAST <br />ALEXANDRIA, MN 56308 <br />P.320.759.0764 <br />WWW.HAGSTROMENG.COM <br />HAGSTROM <br />ENGINEERING <br />CIVIL ENGINEERS | LAND CONSULTANTS <br />CAUTION: IF THIS SHEET IS NOT 24"X36" IT IS A REDUCED PRINT <br />C5.0C5.0 <br />C5.0ORONO GARAGE CONDOSSITE PLANCONSTRUCTION DETAILS03/03/2025 <br />24015 LEHMRHHEAVY DUTY BITUMINOUS PAVEMENT SECTION* <br />N.T.S. <br />2" WEAR COURSE MIXTURE SPWEA340C <br />2" NON-WEARING COURSE MIXTURE SPNWA340C <br />10" AGGREGATE BASE CLASS 5 <br />TACK COAT PER MNDOT 2357 <br />COMPACTED SUBGRADE <br />3.00' <br />6" <br />1" <br />CONCRETE V-PAN DETAIL <br />N.T.S. <br />* PAVEMENT SECTION BASED ON RECOMMENDATION OF GEOTECHNICAL <br />ENGINEER. FINAL APPROVAL OF PAVEMENT SECTION PER OWNER. <br />DEFINITION <br />A DESIGNATED, SHALLOW EXCAVATION WITH A PERIMETER <br />BERM, SILT FENCE, AND VTC, DESIGNED FOR CONCRETE <br />WASHOUT OPERATIONS. <br />PURPOSE <br />TO CONTAIN WASTE FROM CONCRETE TRUCKS, SMALL <br />BATCH CONCRETE MIXERS, PUMP TRUCKS, AND OTHER <br />WASHOUT OPERATIONS. <br />8'x8' MIN. <br />3:13:1 <br />9' MIN. <br />1' MIN. <br />8'x8' MIN.9' MIN. <br />3:1 3:1 <br />1' MIN. <br />2% <br />VEHICLE TRACKING <br />CONTROL. SEE <br />DETAIL VTC. <br />VEHICLE TRACKING <br />CONTROL. SEE <br />DETAIL VTC <br />SILT FENCE AROUND <br />EARTH BERM. SEE <br />DETAIL SF. <br />SILT FENCE AROUND <br />EARTH BERM. SEE <br />DETAIL SF. <br />3' MIN. <br />EXISTING <br />GRADE <br />COMPACTED <br />EMBANKMENT <br />MATERIAL <br />CONSTRUCTION <br />SIGN (MANDATORY) <br />CONCRETE WASHOUT AREA <br />N.T.S. <br />CWA <br />INSTALL POLY LINER <br />DEFINITION <br />A TEMPORARY SEDIMENT BARRIER PLACED ON-GRADE. <br />PURPOSE <br />TO INCREASE SEDIMENTATION FROM SEDIMENT LADEN <br />RUNOFF AND SLOW THE VELOCITY OF STORM RUNOFF. <br />NOTES <br />1.SEE DETAIL CS FOR ROCK SOCKS USED IN CURB FLOW LINE. <br />2.SEE DETAIL IP FOR ROCK SOCKS (CURB SOCK) USED AS ON-GRADE CURB INLET PROTECTION. <br />3.SEE DETAIL IP-A FOR ROCK SOCKS USED AS SUMP CURB INLET PROTECTION. <br />4.SEE DETAIL RCS FOR ROCK SOCKS USED AS ROUGH CUT STREET CONTROL. <br />5.SEE DETAIL CP FOR ROCK SOCKS USED AS CULVERT PROTECTION <br />JOINT DETAIL <br />VARIABLE <br />LENGTH <br />10" OR 4" <br />WIRE TIE ENDS <br />3/4" GRAVEL IN <br />1/4" WIRE MESH <br />12"12" <br />ANY GAP AT JOINTS SHALL BE FILLED <br />WITH AN ADEQUATE AMOUNT OF 3/4" <br />GRAVEL WRAPPED WITH 1/4" WIRE <br />MESH SECURED TO ENDS OF ROCK <br />SOCK. <br />ROCK SOCK <br />N.T.S. <br />RS <br />EXISTING FIRE HYDRANT <br />LOCATED AT THE MID <br />POINT OF NORTH <br />PROPERTY LINE, TOP NUT <br />OF HYDRANT =1026.02 <br />88