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Architecture <br />Interior Design <br />Landscape Architecture <br />Engineering <br />Boarman <br />Kroos <br />VogelGroupInc. <br />EOE <br />License Number <br />I hereby certify that this plan, specification <br />or report was prepared by me or under my <br />direct supervision and that I am a duly <br />Licensed Professional <br />under the laws of the State of Minnesota.BKVTB-30x42Engineer <br />Date <br />07/30/201924440 <br />Michael J. St. Martin, PE <br />LOUCKS <br />7200 Hemlock Lane, Suite 300 <br />Maple Grove, MN 55369 <br />763.424.5505 <br />www.loucksinc.com <br />PLANNING <br />CIVIL ENGINEERING <br />LAND SURVEYING <br />LANDSCAPE ARCHITECTURE <br />ENVIRONMENTAL <br />LOUCKS PROJECT NO. 18373.00 <br />© 2016 BKV Group, Inc. EOE <br />SHEET NUMBER <br />SHEET TITLE <br />DRAWN BY <br />CHECKED BY <br />COMMISSION NUMBER <br />ISSUE # DATE DESCRIPTION <br />PROJECT TITLE <br />CONSULTANTS <br />NOT F <br />O <br />R <br />CONS <br />T <br />R <br />U <br />C <br />TI <br />O <br />N <br />CERTIFICATION <br />DATE <br />OLD HIGHWAY 8 <br />REDEVELOPMENT <br />18373.00 <br />08/20/2019 <br />AJA <br />SRT <br />OWNER/DEVELOPER <br />02/22/2019 CITY SUBMITTAL <br />03/27/2019 CITY SUBMITTAL <br />04/18/2019 WATERSHED <br />05/31/2019 WATERSHED <br />06/14/2019 PRICING/PERMIT SET DRAFT <br />07/30/2019 PERMIT AND PRICING SET <br />08/20/2019 CITY/WATERSHED <br />CIVIL DETAILS <br />C8-3 <br />TRIM AS NEEDED TO <br />CRADDLE CARRIER <br />PIPE AND TO REST ON <br />CASING PIPE. <br />1/2"-26 GA. STEEL <br />BAND (2 THUS). <br />CARRIER PIPE <br />AND JOINTS <br />TO BE RATED <br />FOR 150 psi. <br />WELDED STEEL CASING <br />PIPE. <br />MIN. DIAMETER SHALL BE <br />4" GREATER THAN THE <br />O.D. OF THE CARRIER PIPE. <br />1” GROUT PIPE TACK <br />WELDED TO THE FRONT <br />EDGE OF THE CASING PIPE. <br />4"x4"x4' TREATED <br />LUMBER W/NOTCHES <br />FOR STEEL BAND (6 PER <br />PIPE LENGTH). <br />FILL ANNULAR SPACES <br />COMPLETELY W/PRESSURE <br />BLOWN SAND. BUTTRESS <br />BOTH ENDS. <br />0.344" <br />0.312" <br />0.282" <br />0.188" <br />0.500" <br />0.469" <br />0.438" <br />0.406" <br />0.375" <br />REQUIRED THICKNESS <br />18" <br />20" <br />22" <br />24" <br />32" <br />26" <br />UNDER 14" <br />14",16" <br />28",30" <br />WELDED STEEL CASING DIAMETER <br />NOTE: <br />1.BLOCKING & STRAPPING MATERIALS SHALL BE APPROVED BY ENGINEER PRIOR TO <br />USE 2 SETS OF WOOD BLOCKING ARE REQUIRED FOR EACH SECTION OF PIPE. <br />2.CONTRACTOR MAY UTILIZE SPACER BANDS IN PLACE OF GROUT. MUST BE <br />APPROVED BY THE ENGINEER. <br />STEEL CASING <br />FOR JACKING <br />DRAWN 2/2016 <br />LOUCKS PLATE NO. <br />4009LOUCKS <br />DRAWN 3/2017 <br />LOUCKS PLATE NO. <br />5002DOWNSPOUT <br />CONNECTIONLOUCKS <br />DOWNSPOUT <br />(SEE ARCHITECTURAL) <br />NOTE: <br />CONTRACTOR TO FIELD VERIFY DOWNSPOUT SIZE & PROVIDE APPROPRIATE <br />SIZED CONNECTION MATERIALS. <br />FACE OF BUILDING <br />EXTEND DOWNSPOUT (6" MIN.) <br />FINISHED GRADE <br />(SEE GRADING PLAN) <br />EXTEND & CONNECT <br />TO STORM SEWER PIPE <br />(SEE UTILITY PLAN) <br />DOWNSPOUT ADAPTER CAP <br />6" 90 BEND <br />6" PVC LEAD <br />(LENGTH VARIES)