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2021.10.04 CC Packet
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2021.10.04 CC Packet
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City Council
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Agenda/Packets
Meeting Date
10/4/2021
Meeting Type
Regular
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CIVIL DETAILS <br />C8-1 <br />C ADD f iles pr epar ed by t he Cons ult ant for this p roject ar e <br />instruments of the Consultant professional services for use solely <br />with respect to this project. These CADD files shall not be used <br />on other projects, for additions to this project, or for completion <br />of t his p r ojec t by ot her s w it hou t wr i t te n ap pr ov al b y t he <br />C onsultant . With t he Cons ultant's appr oval, ot hers may be <br />per mit t ed t o ob t ain cop ies of t he C AD D dr aw ing files f or <br />information and reference only. All intentional or unintentional <br />revisions, additions, or deletions to these CADD files shall be <br />made at the full risk of that party making such revisions, additions <br />or deletions and that party shall hold harmless and indemnify the <br />Consultant from any & all responsibilities, claims, and liabilities. <br />PLANNING <br />CIVIL ENGINEERING <br />LAND SURVEYING <br />LANDSCAPE ARCHITECTURE <br />ENVIRONMENTAL <br />7200 Hemlock Lane, Suite 300 <br />Maple Grove, MN 55369 <br />763.424.5505 <br />www.loucksinc.com <br />Plotted: 09 /16 / 2021 12:53 PMW:\2020\20499\CADD DATA\CIVIL\_dwg Sheet Files\C8-1 CIVIL DETAILSOUCKSL <br />CADD QUALIFICATION <br />QUALITY CONTROL <br />PROFESSIONAL SIGNATURE <br />SUBMITTAL/REVISIONS <br />LAKEVIEW <br />FAMILY <br />DENTISTRY <br />14475 FOREST BOULEVARD NORTH <br />HUGO, MINNESOTA 55038 <br />LAKEVIEW <br />FAMILY <br />DENTISTRY <br />14475 FOREST BOULEVARD NORTH <br />HUGO, MINNESOTA 55038 <br />08/13/21 CITY SUBMITTAL <br />09/03/21 CITY SUBMITTAL <br />09/16/21 CITY SUBMITTAL <br />Review Date <br />SHEET INDEX <br />License No. <br />Date <br />I hereby certify that this plan, specification or report was <br />prepared by me or under my direct supervision and that <br />I am a duly Licensed Professional Engineer under the <br />laws of the State of Minnesota. <br />Project Lead <br />Drawn By <br />Checked By <br />Loucks Project No. <br />Trevor D. Gruys - PE <br />53706 <br />20499 <br />TDG <br />TDG/MDC <br />TDG <br />09/16/2021 <br />C1-1 EXISTING CONDITIONS <br />C1-2 DEMOLITION PLAN <br />C2-1 SITE PLAN <br />C3-1 GRADING PLAN <br />C3-2 SWPPP <br />C3-3 SWPPP NOTES <br />C4-1 UTILITY PLAN <br />C8-1 CIVIL DETAILS <br />C8-2 CIVIL DETAILS <br />L1-1 LANDSCAPE PLAN <br />L2-1 LANDSCAPE DETAILS <br />P1-1 PHOTOMETRICS PLAN <br />CONSTR <br />U <br />C <br />T <br />I <br />O <br />N <br />NOT FOR <br /> <br />CIVIL DETAILS <br />C8-1 <br />CONCRETE SIDEWALK <br />SECTION <br />4" CONCRETE WALK <br />MN/DOT 2521 <br />4" GRANULAR MATERIAL <br />MN/DOT 3149 <br />DRAWN 12/2016 <br />LOUCKS PLATE NO. <br />2034LOUCKS <br />FLAT CURB AND <br />GUTTER (12") <br />DRAWN 2/2016 <br />LOUCKS PLATE NO. <br />2012LOUCKS <br />SLOPE GUTTER TO MATCH <br />PARKING LOT DRAINAGE <br />TIP GUTTER OUT AS REQ'D <br />PAVEMENT SECTION VARIES <br />MIN. OF 4" <br />3/8 " LIP <br />AGG. BASE UNDER <br />CURB (IF TOTAL <br />THICKNESS OF <br />SECTION ALLOWS) <br />7" <br />12"8" <br />AGG. BASE <br />VARIES <br />1/2" RAD. <br />20" <br />SPECIFICATION NOTES: <br />1.UPON COMPLETION, CURBING SHOULD BE SPRAYED WITH A <br />MEMBRANE CURING COMPOUND PER MNDOT 3754. <br />2.EXPANSION JOINTS AT MAX. SPACING OF 200'. <br />3.CONSTRUCT IN ACCORDANCE WITH MNDOT 2531. <br />CONCRETE SIDEWALK- <br />WIDTH & SECTION VARY <br />REFER TO SITE PLAN <br />STANDARD GUTTER <br />8"A <br />6" <br />13.5" <br />1 <br />2" RAD. <br />24"B624 <br />B618 18" <br />B612 12" <br />CURB <br />TYPE "A" <br />MIN. OF 4" AGG. BASE <br />UNDER CURB (IF TOTAL <br />THICKNESS OF <br />SECTION ALLOWS) <br />3/8 " LIP <br />3" RAD. <br />1 <br />3 <br />3" RAD. <br />AGG. BASE <br />VARIES <br />PAVEMENT SECTION VARIES <br />SEE PAVEMENT SECTION DETAIL <br />SLOPE GUTTER TO <br />MATCH PARKING LOT <br />DRAINAGE <br />(3/4" PER FT. TYP.) TIP <br />GUTTER OUT AS REQ'D <br />B6 STYLE <br />CONCRETE CURB <br />AND GUTTER <br />MINIMUM 1' <br />BEHIND BACK <br />OF CURB <br />7" <br />SPECIFICATION NOTES: <br />1.UPON COMPLETION, CURBING SHOULD BE SPRAYED WITH A <br />MEMBRANE CURING COMPOUND PER MNDOT 3754. <br />2.EXPANSION JOINTS AT MAX. SPACING OF 200'. <br />3.CONSTRUCT IN ACCORDANCE WITH MNDOT 2531. <br />DRAWN 2/2016 <br />LOUCKS PLATE NO. <br />2009LOUCKS <br />1.5" BIT. WEAR COURSE, <br />MN/DOT 2360 SPWEA240B <br />TACK COAT, MN/DOT 2357 <br />2" BIT. NON-WEAR COURSE, <br />MN/DOT 2360 SPNWB230B <br />6" AGG. BASE, CLASS 5 OR 2 MN/DOT 3138 <br />APPROVED SUBGRADE <br />FINISHED GRADE <br />STANDARD BITUMINOUS <br />PAVEMENT SECTION <br />PAVEMENT SECTION BASED ON <br />GEOTECHNICAL REPORT BY BRAUN <br />INTERTEC, DATED 8/4/2021 <br />GEOTEXTILE FILTER FABRIC TYPE V, <br />MN/DOT 3733.2 <br />DRAWN 12/2016 <br />LOUCKS PLATE NO. <br />2031LOUCKS <br />2" BIT. WEAR COURSE, <br />MN/DOT 2360 SPWEA240B <br />TACK COAT, MN/DOT 2357 <br />2" BIT. NON-WEAR COURSE, <br />MN/DOT 2360 SPNWB230B <br />8" AGG. BASE, CLASS 5 OR 2 MN/DOT 3138 <br />APPROVED SUBGRADE <br />FINISHED GRADE <br />HEAVY DUTY BITUMINOUS <br />PAVEMENT SECTION <br />GEOTEXTILE FILTER FABRIC TYPE V, <br />MN/DOT 3733.2 <br />DRAWN 12/2016 <br />LOUCKS PLATE NO. <br />2032LOUCKS <br />PAVEMENT SECTION BASED ON <br />GEOTECHNICAL REPORT BY BRAUN <br />INTERTEC, DATED 8/4/2021 <br />8" COMPACTED AGGREGATE BASE CL. 5 OR 2 <br />MN/DOT 3138 <br />APPROVED SUBGRADE <br />FINISHED GRADE <br />6" CONCRETE MN/DOT 2301 <br />CONCRETE PAVEMENT <br />SECTION <br />NOTES: <br />1.CONCRETE 6" THICK OR LESS SHALL BE REINFORCED WITH WELDED WIRE <br />FABRIC OR REINFORCING BARS. CONCRETE 7" THICK OR GREATER SHALL <br />BE REINFORCED PER GEOTECHNICAL RECOMMENDATIONS. <br />2.SAWED OR FORMED CONTROL JOINTS SHOULD BE INCLUDED FOR EACH <br />225 SQUARE FEET OF AREA OR LESS (15 FEET BY 15 FEET). <br />3.SAW CUTS SHOULD NOT CUT THROUGH THE WELDED WIRE FABRIC OR <br />REINFORCING STEEL AND DOWELS SHOULD BE UTILIZED AT FORMED <br />AND/OR COLD JOINTS. <br />DRAWN 12/2016 <br />LOUCKS PLATE NO. <br />2033LOUCKS <br />FLOW <br />SECTION A-A <br />SECTION B-B <br />NOTES: <br />VARIABLE THICKNESS HDPE ADJUSTING RINGS <br />AS REQUIRED. MIN. OF 4" ADJUSTMENT AND <br />MAX. OF 12" ADJUSTMENT. USE LARGER <br />ADJUSTMENT RINGS TO MINIMIZE THE NUMBER <br />OF JOINTS. INCLUDE ONE 2" RING IMMEDIATELY <br />UNDER THE CASTING. USE TAPERED RINGS TO <br />MATCH CASTING TO STREET GRADE. APPLY <br />BUTYL SEALANT BETWEEN ALL THE JOINTS. <br />CONCRETE RINGS SET IN A MORTAR BED ARE <br />ACCEPTABLE. <br />ADJUST CASTING TO 14" - <br />12" BELOW FINISHED <br />GRADE, TYPICAL FOR ALL <br />CASTINGS IN PAVEMENT <br />NOTE: ALL <br />CONNECTIONS <br />THROUGH MH SHALL <br />HAVE A RUBBER BOOT. <br />ANY FIELD ADDED <br />OPENING FOR PIPE <br />SHALL BE CORE <br />DRILLED AND AN <br />ELASTOMERIC RUBBER <br />BOOT INSTALLED.OFF ROAD MARKERM <br />H <br />INSTALL <br />WHEN <br />M.H. IS <br />PLACED <br />OUTSIDE <br />OF THE <br />ROADWAY. <br />BENCH <br />SLOPE <br />STANDARD SANITARY <br />SEWER MANHOLE <br />MANHOLE CASTING AND COVER, NEENAH R-1642 OR <br />APPROVED EQUAL WITH TWO (2) CONCEALED PICK HOLES. <br />1.WHERE WATER MAY STAND, TOP OF MH <br />SHALL BE 2 FEET ABOVE GROUND, <br />AND/OR 2 FEET ABOVE THE 100 YEAR <br />STORM WATER LEVEL. <br />2.ON MANHOLES 8' DEEP AND GREATER A <br />ONE FOOT FOUR INCH (1'-4") PRECAST <br />SECTION SHALL BE PLACED <br />IMMEDIATELY BELOW CONE SECTION. <br />3.WHEN MANHOLE DEPTH IS LESS THAN 8', <br />A TOP SLAB SHALL BE USED IN PLACE OF <br />THE CONE. TOP SLAB SHALL BE SUITABLE <br />FOR AASHTO HS20 HIGHWAY LOADINGS. <br />THE SLAB SHALL BE SET ON A MORTAR <br />BED. <br />4.ALL JOINTS BETWEEN SECTIONS SHALL <br />HAVE RUBBER O-RING GASKETS. <br />5.MINIMUM BASE SLAB THICKNESS, 6" TO <br />14' DEPTH. INCREASE THICKNESS 1" FOR <br />EACH 4' OF DEPTH GREATER THAN 14'. <br />STEPS 16" O.C. ON <br />DOWNSTREAM SIDE. <br />EXTRUDED ALUMINUM <br />OR STEEL REINFORCED <br />COPOLYMER PLASTIC. <br />20" TO SPRING LINE <br />(MAX.) <br />SLOPE 2"/FOOT <br />7" <br />27" <br />48"4'1'-4"A <br />B B <br />A <br />AS NEEDEDDRAWN 2/2016 <br />LOUCKS PLATE NO. <br />4000LOUCKSTYPICAL ADA PARKING <br />STALL STRIPING <br />DRAWN 03/2017 <br />LOUCKS PLATE NO. <br />2037LOUCKS <br />LCC <br />4" WIDE PAINTED <br />LINES, TRAFFIC <br />WHITE <br />4" WIDE PAINTED LINES, <br />18" O.C., @ 45 DEG. TRAFFIC WHITE <br />(AISLE TO CONTAIN THE DESIGNATION <br />"NO PARKING" COMPLYING WITH <br />MSBC 1341.0502 IF ACCESS AISLE <br />SIGNS ARE NOT SHOWN <br />REFER TO SITE PLAN FOR ADA <br />PARKING SIGN LOCATION <br />REFER TO SITE PLAN FOR <br />ACCESS AISLE SIGN LOCATION <br />(AISLE TO CONTAIN THE DESIGNATION <br />"NO PARKING" COMPLYING WITH <br />MSBC 134.0502 IF ACCESS AISLE <br />SIGNS ARE NOT SHOWN) <br />REFER TO SITE PLAN <br />FOR STALL DIMENSIONS <br />40"PROVIDE PAINTED <br />INTERNATIONAL SYMBOL OF <br />ACCESSIBILITY AT EACH <br />DESIGNATED HANDICAP <br />PARKING STALL. CENTER <br />SYMBOL IN STALL. <br />HC SIGNAGE PER MINNESOTA <br />RULES 1341.0502 <br />ALL LINES 4" WIDE <br />8" DIAMETER <br />NOT TO SCALE <br />67.5° <br />5° <br />36" <br />TYPICAL ADA PARKING SIGN <br />ATTACH SIGN TO POST <br />WITH APPROPRIATE <br />STAINLESS STEEL <br />BOLTS, WASHERS & <br />NUTS. (TYP. AT TOP & <br />BOTTOM OF SIGN) <br />"VAN ACCESSIBLE" <br />SIGN <br />GRADE <br />NOTES: <br />1.PROVIDE (1) SIGN PER STALL <br />2.HC SIGNAGE PER <br />MINNESOTA RULES <br />1341.0502 <br />3.SEE DETAIL 2041 FOR SIGN <br />INSTALLATION. <br />HANDICAP PARKING SIGN <br />NOT TO SCALE60"-66""NO PARKING" <br />ATTACH SIGN TO POST <br />WITH APPROPRIATE <br />STAINLESS STEEL <br />BOLTS, WASHERS & <br />NUTS. (TYP. AT TOP & <br />BOTTOM OF SIGN) <br />GRADE <br />NOTES: <br />1.PROVIDE (1) SIGN PER ACCESS <br />AISLE <br />2.HC SIGNAGE PER MINNESOTA <br />RULES 1341.0502 <br />3.SEE DETAIL 2041 FOR SIGN <br />INSTALLATION. <br />HANDICAP ACCESS AISLE <br />NO PARKING SIGN <br />NOT TO SCALE60"-66"DRAWN 12/2016 <br />LOUCKS PLATE NO. <br />LOUCKS <br />VAN <br />ACCESSIBLE <br />VIOLATORS ARE SUBJECTTO A FINE OF UP TO <br />$ 200.00 <br />PARKINGRESERVED <br />SECTION A-A <br />PLAN <br />SECTION B-B <br />DIA. <br />2' <br />2'1 <br />4 <br />LDIA.B <br />B <br />AA <br />RIPRAP <br />48 <br />15 <br />42 <br />36 <br />30 <br />24 <br />18 <br />12 <br />20 <br />8 <br />10 <br />12 <br />14 <br />18 <br />16 <br />8 <br />>48 22-28 30-40 <br />26 <br />5 <br />6 <br />8 <br />12 <br />22 <br />14 <br />5 <br />IV <br />IV <br />III <br />III <br />III <br />III <br />IV <br />III <br />III <br />MINIMUM RIPRAP REQUIRED <br />GEOTEXTILE FABRIC, TYPE IV <br />EXTEND 1' UNDER APRON <br />RIP-RAP OUT FROM THE APRON SHALL NOT <br />BE HIGHER THAN THE APRON INVERT. <br />RANDOM / HAND <br />PLACED RIPRAP <br />1' (12"-27" DIA. PIPE) <br />1.5' (30" AND LARGER PIPE) <br />GEOTEXTILE FABRIC, <br />TYPE IV <br />NOTE: <br />ONE CUBIC YARD IS <br />APPROXIMATELY 1.4 TONS. <br />RIPRAP <br />1' (12"-27" DIA. PIPE) <br />1.5' (30" AND LARGER PIPE) <br />6" GRANULAR <br />FILTER MATERIAL <br />32-40 <br />32 <br />5 <br />7 <br />10 <br />13 <br />27 <br />17 <br />5 <br />CMP/HDPE <br />QUANTITY <br />(C.Y.) <br />RCP <br />QUANTITY <br />(C.Y.) <br />DIA. OF <br />PIPE (IN.)L (FT.)CLASS <br />6" GRANULAR <br />FILTER MATERIAL <br />DRAWN 2/2016 <br />LOUCKS PLATE NO. <br />4308LOUCKS
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