My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
03-25-2026 Council Packet
>
City Council Packets
>
2020-2029
>
2026
>
03-25-2026 Council Packet
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
4/8/2026 9:03:43 PM
Creation date
4/8/2026 9:00:37 PM
Metadata
Jump to thumbnail
< previous set
next set >
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
236
PDF
Print
Pages to print
Enter page numbers and/or page ranges separated by commas. For example, 1,3,5-12.
After downloading, print the document using a PDF reader (e.g. Adobe Reader).
View images
View plain text
4"8" <br />1/2"R <br />6"DISTANCE TO ℄ VARIABLE <br />3"R <br />SLOPE <br />3/4" PER FT <br />13 <br />1/2"R <br />7"8"13 1/2"6"18" <br />MNDOT B618 <br />FACE OF CURB <br />12"16" <br />TOP BITUMINOUS <br />MATERIAL <br />4"10 1/2"1/2"7"SURMOUNTABLE <br />10 1/2"17 1/2" <br />6" SHOE FORMED1/4"68"R28"R <br />12"R <br />6 1/2"1/2"R <br />SLOPE <br />3/4" PER FT <br />5 1 <br />1/2"R <br />6"12"9 1/2"2" 16" <br />Surmountable <br />DRIVEWAY <br /> 14" <br />B618 <br />BITUMINOUS <br />SURFACE <br />2"6"1 1/8"R <br />CITY PLATE NO. <br />LAST REVISION:STANDARD DETAILS <br />LITTLE CANADA, MINNESOTA STR-1 <br />DEC 2020 <br />CURB AND GUTTER <br />CITY PLATE NO. <br />LAST REVISION:STANDARD DETAILS <br />LITTLE CANADA, MINNESOTA <br />3" BITUMINOUS WEAR - SPWEA230B <br />6" CL. 5 AGGREGATE BASE <br />8' <br />FINISHED TRAIL TO BE <br />1" ABOVE FINISHED SOD <br />TYPICAL TRAIL SECTION <br />CONCRETE SIDEWALK <br />0.02'/FT (MAX.) <br />10' <br />4" CONCRETE - 3F52A <br />6" CL. 5 AGGREGATE BASE <br />6' <br />FINISHED WALK TO BE <br />1" ABOVE FINISHED SOD <br />0.02'/FT (MAX.) <br />7' <br />CITY PLATE NO. <br />LAST REVISION:STANDARD DETAILS <br />LITTLE CANADA, MINNESOTA STR-9 <br />DEC 2020TYPICAL BITUMINOUS TRAIL <br />AND CONCRETE SIDEWALK <br />CITY PLATE NO. <br />LAST REVISION:STANDARD DETAILS <br />LITTLE CANADA, MINNESOTASTR-3 <br />JAN 2022CURB & GUTTER CONSTRUCTION AT <br />CATCH BASIN <br />NOTE: <br />1.SURMOUNTABLE CURB & GUTTER TO <br />BE FORMED INTO A B618 TYPE AT <br />CATCH BASIN. <br />2.6" CONCRETE BUFFER TO BE <br />INSTALLED AT TOE OF CATCH BASIN <br />3.NO. 3 REBAR SHALL BE INSTALLED IN <br />THE CENTER OF THE 6" CONCRETE <br />BUFFER IN FRONT OF THE CASTING <br />4.REBAR REINFORCEMENT SHALL <br />EXTEND A MINIMUM OF 2' BEYOND <br />THE CASTING ON EACH SIDE <br />5.CATCH BASIN TO BE DEPRESSED 2" <br />BELOW DESIGN GUTTER LINE GRADE <br />10' MI <br />N. <br />T <br />R <br />A <br />N <br />SI <br />TI <br />O <br />N <br />3' - 0" <br />10' MI <br />N. <br />TRAN <br />SI <br />TI <br />O <br />N <br />FLOW <br />FLOW <br />EX <br />P <br />A <br />N <br />S <br />I <br />O <br />N <br /> <br />J <br />O <br />I <br />N <br />T <br />EX <br />P <br />A <br />N <br />S <br />I <br />O <br />N <br /> <br />J <br />O <br />I <br />N <br />T <br />ISOMETRIC <br />NO SCALE <br />AACATCH BASIN FRAME & COVER <br />NEENAH R-3067 OR EQUAL <br />WITH VANE GRATE <br />SURMOUNTABLE <br />CONCRETE CURB & <br />GUTTER <br />B618 <br />CONCRETE <br />CURB & <br />GUTTER(2) - NO. 3 REBAR <br />EXPANSION JOINT10' MIN. TRANSITION 10' MIN. TRANSITION <br />EXPANSION JOINT2" <br />SECTION A-A <br />NO SCALE <br />FRAME <br />CASTING <br />DESIGN <br />GUTTER LINE <br />GRADE <br />TOP OF CURB <br />(2) - NO. 3 REBAR <br />CITY PLATE NO. <br />LAST REVISION:STANDARD DETAILS <br />LITTLE CANADA, MINNESOTA PROPERTY LINE, SIDEWALK OREXIST. DRIVEWAYCONCRETE CURB <br />AND GUTTER <br />(SEE PLATE STR-1) <br />DRIVEWAY SECTION <br />NO SCALE <br />6" AGGREGATE BASE <br />CLASS 5 <br />4'3' <br />CONT <br />R <br />O <br />L J <br />OI <br />N <br />T <br />12' <br />M <br />I <br />N <br />. <br />4' <br />EX <br />I <br />S <br />T <br />I <br />N <br />G <br /> <br />D <br />R <br />I <br />V <br />E <br />W <br />A <br />Y <br />CONT <br />R <br />O <br />L J <br />OI <br />N <br />T <br />3'VA <br />R <br />I <br />E <br />S <br />VA <br />R <br />I <br />E <br />S <br />CL O <br />F <br />D <br />RI <br />V <br />E <br />W <br />A <br />Y <br />CONCRETE PAVEMENT <br />TO MATCH BACK OF <br />CONCRETE CURB AT <br />THIS POINT <br />NOTE: <br />CONTROL JOINTS IN CONCRETE CURB <br />NOT TO EXCEED 10' SPACING <br />THROUGH DRIVEWAY SECTION. <br />DRIVEWAY <br />ISOMETRIC EXPAN. JT.1 <br />2'' EXPANSION JOINT <br />1. PANEL WIDTH SHALL NOT EXCEED 10 FEET WITHOUT A CONTRACTION JOINT. <br />2. DRIVEWAY TO BE ONE COURSE CONCRETE PAVEMENT. <br />3. 6" THICK FOR RESIDENTIAL, 8" THICK FOR COMMERCIAL, AND ALLEY OR AS SPECIFIED. <br />4. DRIVEWAY WIDTH IS AT MAXIMUM 24' AND MINIMUM 12' UNLESS OTHERWISE NOTED. <br />5. MINIMUM DISTANCE FROM LOT LINE IS 5'. <br />6. MAX. CROSS SLOPE OF SIDEWALK THROUGH DRIVEWAY IS 0.02 FT/FT. ADJUST APRON RUNNING SLOPE <br />AS NEEDED.PR <br />O <br />P <br />E <br />R <br />T <br />Y <br /> <br />L <br />I <br />N <br />E <br />, <br /> <br />S <br />I <br />D <br />E <br />W <br />A <br />L <br />K <br /> <br />O <br />R <br /> <br />E <br />X <br />I <br />S <br />T <br />I <br />N <br />G <br /> <br />D <br />R <br />I <br />V <br />E <br />W <br />A <br />Y <br />24' <br />M <br />A <br />X <br />.12''12''MIN. SLOPE = 1% <br />MAX. SLOPE = 10% <br />CITY PLATE NO. <br />LAST REVISION:STANDARD DETAILS <br />LITTLE CANADA, MINNESOTA STR-4 <br />DEC 2020 <br />CONCRETE DRIVEWAY APRON <br />CITY PLATE NO. <br />LAST REVISION:STANDARD DETAILS <br />LITTLE CANADA, MINNESOTA <br />OVERFLOW IS 1 2 OF <br />THE CURB BOX HEIGHT <br />PLAN <br />OVERFLOW AT TOP <br />OF FILTER ASSEMBLY <br />OVERFLOW IS 12 OF <br />THE CURB BOX HEIGHT <br />DEFLECTOR PLATE <br />HIGH-FLOW FABRIC <br />FILTER ASSEMBLY <br />DIAMETER, <br />6" ON-GRADE <br />10" AT LOW POINT <br />CURB <br />WIMCO ROAD DRAIN CG-23* HIGH FLOW <br />INLET PROTECTION CURB AND GUTTER MODEL <br />OR CITY APPROVED EQUAL. <br />* FOR THE NEW R-3067-VB STANDARD CASTING, <br />INSTALL WIMCO ROAD DRAIN <br />CG-3290 OR CITY APPROVED EQUAL. <br />EXISTING CURB <br />CITY PLATE NO. <br />LAST REVISION:STANDARD DETAILS <br />LITTLE CANADA, MINNESOTA ERO-4B <br />DEC 2020INLET PROTECTION CATCH BASIN <br />INSERT AFTER PAVING <br />VARIABLE SLOPE <br />VARIABLE SLOPE <br />20' THRU LANESOD 10' (TYP)18' PARKING AREA <br />VARIES <br />1.5" TYPE SP 9.5 WEARING COURSE (3,C) (SPWEA330C) <br />BITUMINOUS TACK COAT <br />2.5" TYPE SP 12.5 NON-WEARING COURSE (3,C) (SPNWB330C) <br />8" AGGREGATE BASE, CLASS 5 <br />SUBGRADE EXCAVATION AS DIRECTED BY THE ENGINEER <br />4" TOPSOIL MIN <br />2.00% <br />A TYPICAL PAVEMENT SECTION <br />SPOONER PARK <br />NOT TO SCALE <br />2.00% <br />18' PARKING AREA <br />2.00% <br />SOD 4' (TYP) <br />REFERENCE <br />ALIGNMENT <br />C1.08 <br />TYPICAL SECTION & STANDARD DETAIL PLATES <br />SHEET <br /> Bolton & Menk, Inc. 2026, All Rights ReservedcH:\LTCANADA_CI_MN\26X142412000\CAD\C3D\142412C101.dwg 3/4/2026 2:49:26 PMDESIGNED <br />DRAWN <br />CHECKED <br />CLIENT PROJ. NO. <br />ISSUED FOR DATENO.LITTLE CANADA, MINNESOTA <br />SPOONER PARKING LOT EXPANSION <br />24X.142412.000 <br />BID 02/25/2026 <br />DATELIC. NO. <br />I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED <br />BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED <br />PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. <br />ERIC SEABURG <br />53712 02/25/2026 <br />CRN <br />EJV <br />EJS <br />R <br />3507 HIGH POINT DRIVE NORTH, <br />BLDG. 1 SUITE E130 <br />OAKDALE, MN 55128 <br />Phone: (651) 704-9970 <br />Email: Oakdale@bolton-menk.com <br />www.bolton-menk.com
The URL can be used to link to this page
Your browser does not support the video tag.