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2019.11.19 Planning Commission
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2019.11.19 Planning Commission
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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 />C8-2 <br />CROSSWALK BAR <br />CROSSWALK BAR TO MEET CURRENT MMUTCD STANDARDS 4'2' <br />CENTERLINE OF ROAD <br />1'2'2' <br />DRAWN 12/2016 <br />LOUCKS PLATE NO. <br />2040LOUCKS <br />NOTES <br />1. CONTRACTOR SHALL INSTALL REQUIRED CMP, PIPE BENDS AND TEES <br />TO CONNECT PIPES AT THE LIMITS OF THE UNDERGROUND PIPE SYSTEM <br />FOOTPRINT. (SEE UTILITY PLAN) <br />2. SEE STORM SEWER PLAN FOR LAYOUT. <br />3. CONTRACTOR TO PROVIDE SHOP DRAWINGS FOR REVIEW. <br />INF 1 - 60" PERFORATED <br />CMP PIPE SYSTEM <br />LOUCKS PLATE NO. <br />LOUCKS <br />IE= 899.50 <br />IE=905.00 <br />IE=905.50 <br />IE= 900.00 6" <br />60" CMP12" <br />6" <br />30" <br />INSTALL CMP PIPE PER ASSHTO M-36, <br />AASHTO SECTION 12 OR HDPE <br />PER ASTM D2321 <br />NON-WOVEM GEOTEXTILE FABRIC <br />WRAPPING SIDES OF TRENCH & PIPE <br />60" CMP 12"60" CMP <br />FREE DRAINING ANGULAR WASHED <br />STONE NON LIMESTONE/CARBONATE MATERIAL <br />5/8" MIN. PARTICLE SIZE. THE MAXIMUM LOS ANGELES <br />RATTLER LOSS SHOULD BE 35% PER AASHTO T-96 AND <br />NO GREATER LOSS THAN 10% PER AASHTO T-104 <br />MAGNESIUM SULFATE SOUNDNESS TEST ON THE <br />NON-IGNEOUS PORTIONS AND AS MODIFIED BY THE <br /> MNDOT LABORATORY MANUAL (MNDOT 2005) <br /> COMPACT TO MIN. 90% STANDARD DENSITY PER <br />AASHTO T-99 PLACED IN LIFTS OF 4-6" <br />UNDISTURBED, <br />NON-COMPACTED <br />IN SITU SOILS <br />GRANULAR BEDDING, ROUGHLY <br />SHAPED TO FIT BOTTOM OF PIPE, <br />6" IN DEPTH <br />NOTES <br />1. CONTRACTOR SHALL INSTALL REQUIRED CMP, PIPE BENDS AND TEES <br />TO CONNECT PIPES AT THE LIMITS OF THE UNDERGROUND PIPE SYSTEM <br />FOOTPRINT. (SEE UTILITY PLAN) <br />2. SEE STORM SEWER PLAN FOR LAYOUT. <br />3. CONTRACTOR TO PROVIDE SHOP DRAWINGS FOR REVIEW. <br />INF 3 - 60" PERFORATED <br />CMP PIPE SYSTEM <br />LOUCKS PLATE NO. <br />LOUCKS <br />IE= 903.12 <br />IE=908.62 <br />IE=909.12 <br />IE= 903.62 6" <br />60" CMP12" <br />6" <br />30" <br />INSTALL CMP PIPE PER ASSHTO M-36, <br />AASHTO SECTION 12 OR HDPE <br />PER ASTM D2321 <br />NON-WOVEM GEOTEXTILE FABRIC <br />WRAPPING SIDES OF TRENCH & PIPE <br />60" CMP 12"60" CMP <br />FREE DRAINING ANGULAR WASHED <br />STONE NON LIMESTONE/CARBONATE MATERIAL <br />5/8" MIN. PARTICLE SIZE. THE MAXIMUM LOS ANGELES <br />RATTLER LOSS SHOULD BE 35% PER AASHTO T-96 AND <br />NO GREATER LOSS THAN 10% PER AASHTO T-104 <br />MAGNESIUM SULFATE SOUNDNESS TEST ON THE <br />NON-IGNEOUS PORTIONS AND AS MODIFIED BY THE <br /> MNDOT LABORATORY MANUAL (MNDOT 2005) <br /> COMPACT TO MIN. 90% STANDARD DENSITY PER <br />AASHTO T-99 PLACED IN LIFTS OF 4-6" <br />UNDISTURBED, <br />NON-COMPACTED <br />IN SITU SOILS <br />GRANULAR BEDDING, ROUGHLY <br />SHAPED TO FIT BOTTOM OF PIPE, <br />6" IN DEPTH <br />NOTES <br />1. CONTRACTOR SHALL INSTALL REQUIRED CMP, PIPE BENDS AND TEES <br />TO CONNECT PIPES AT THE LIMITS OF THE UNDERGROUND PIPE SYSTEM <br />FOOTPRINT. (SEE UTILITY PLAN) <br />2. SEE STORM SEWER PLAN FOR LAYOUT. <br />3. CONTRACTOR TO PROVIDE SHOP DRAWINGS FOR REVIEW. <br />INF 2 - 36" PERFORATED <br />CMP PIPE SYSTEM <br />LOUCKS PLATE NO. <br />LOUCKS <br />IE= 899.50 <br />IE=903.00 <br />IE=903.50 <br />IE= 900.00 6" <br />36" CMP12" <br />6" <br />INSTALL CMP PIPE PER ASSHTO M-36, <br />AASHTO SECTION 12 OR HDPE <br />PER ASTM D2321 <br />NON-WOVEM GEOTEXTILE FABRIC <br />WRAPPING SIDES OF TRENCH & PIPE <br />12" <br />FREE DRAINING ANGULAR WASHED STONE NON <br />LIMESTONE/CARBONATE MATERIAL 5/8" MIN. PARTICLE <br />SIZE. THE MAXIMUM LOS ANGELES RATTLER LOSS <br />SHOULD BE 35% PER AASHTO T-96 AND NO GREATER <br />LOSS THAN 10% PER AASHTO T-104 MAGNESIUM <br />SULFATE SOUNDNESS TEST ON THE NON-IGNEOUS <br />PORTIONS AND AS MODIFIED BY THE MNDOT <br />LABORATORY MANUAL (MNDOT 2005) COMPACT TO <br />MIN. 90% STANDARD DENSITY PER AASHTO T-99 <br />PLACED IN LIFTS OF 4-6" <br />UNDISTURBED, <br />NON-COMPACTED <br />IN SITU SOILS <br />GRANULAR BEDDING, ROUGHLY <br />SHAPED TO FIT BOTTOM OF PIPE, <br />6" IN DEPTH <br />FLOW <br />OPEN GRATE <br /> 3/4" NOMINAL <br />ANNULAR <br />SPACE 20" <br />18" <br />1-1/2" <br />NEENAH TRENCH GRATE R-4990-FX <br />OR EQUAL <br />TRENCH DRAIN / <br />OUTLET DETAIL <br />DRAWN 2/2016 <br />LOUCKS PLATE NO. <br />4319LOUCKS <br />STORM OUTLET PIPE <br />SEE STORM SEWER <br />PLAN FOR OUTLET <br />SIZE, SLOPE, & INVERT <br />30"4"12"6"CONCRETE SPLASH BOX2"DRAWN 2/2016 <br />LOUCKS PLATE NO. <br />2023LOUCKS <br />NOTES: <br />1.RISER PIPE SHALL BE EXTENDED ABOVE <br />GROUND LEVEL INTIALLY & THEN CUT BACK <br />TO MATCH FINAL GRADE (BY OTHERS) <br />2.CLEANOUT TO BE COVERED WITH A CASTING. <br />NEENAH R-1970 OR APPROVED EQUAL. <br />CLEAN-OUT STRUCTURE <br />THREADED CAP & PLUG <br />RISER <br />100' MAX <br />LONG SWEEP <br />45° BEND <br />WYE MAIN LINECONCRETE OR <br />CONCRETE BLOCK <br />COMPACTED <br />GRANULAR MATERIAL <br />OR CONCRETE <br />COMPACTED BACKFILL <br />NEENAH R-1970 CASTING OR APPROVED <br />EQUAL, SET ON COMPACTED BACKFILL. <br />DRAWN 2/2016 <br />LOUCKS PLATE NO. <br />4006LOUCKS SIDE COVER <br />INSULATION DETAIL <br />DRAWN 7/2019 <br />LOUCKS PLATE NO. <br />CUSTOMLOUCKS <br />3" MINIMUM <br />STYROFOAM <br />INSULATION <br />AREA WELL OR <br />RETAINING WALL FACE <br />NOTE: <br />RIGID STYROFOAM <br />WATERMAIN UNDER SEWER <br />DEFLECTION <br />12"O.D.12" <br />TRANSITION TO SPECIFIED <br />DEPTH (TYPICAL). INSTALL 45° <br />VERTICAL BENDS WITH MEGA <br />LUGS AS REQUIRED. <br />MINIMUM 6" OF <br />COMPACTED SAND <br />ABOVE & BELOW <br />INSULATION <br />ONE PIPE <br />LENGTH <br />4" FLAT SHEET EXTRUDED <br />POLYSTYRENE FOAM INSULATION, <br />DOW HIGHLOAD 40 RIGID BOARD, <br />OR APPROVED EQUAL. <br />OVERLAP INSULATION AT JOINTS. <br />18" MIN <br />SEPARATION <br />PROPOSED <br />SEWER <br />DRAWN 2/2016 <br />LOUCKS PLATE NO. <br />4611LOUCKS
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