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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: 08 /04 / 2022 5:41 PMW:\2022\22012\CADD DATA\CIVIL\_dwg Sheet Files\C8-1 - CIVIL DETAILSOUCKSL <br />CADD QUALIFICATION <br />QUALITY CONTROL <br />PROFESSIONAL SIGNATURE <br />SUBMITTAL/REVISIONS <br />XCEL HUGO - <br />TRAINING <br />FACILITY <br />13620 Fenway Blvd N, Hugo, MN <br />55038 <br />XCEL ENERGY <br />414 NICOLLET MALL, <br />MINNEAPOLIS, MN 55401 <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 />Todd W. McLouth - PE <br />20383 <br />Project Lead <br />Drawn By <br />Checked By <br />Loucks Project No.22012 <br />JJD <br />HW <br />TWM <br />08/05/22 <br />08/05/22 PRELIM CITY SUBMITTAL <br />C3-1 <br />C8-1 to C8-3 <br />C1-1 EXISTING CONDITIONS <br />C4-1 <br />C2-1 <br />L2-1 <br />L3-1 <br />GRADING PLAN <br />CIVIL DETAILS <br />UTILITY PLAN <br />SITE PLAN <br />LANDSCAPE DETAILS <br />LANDSCAPE PLANS <br />C1-2 DEMOLITION PLAN <br />C3-2 SWPPP PLAN <br />C3-3 SWPPP NOTES <br />L1-1 TREE INVENTORY <br />CIVIL DETAILS <br />C8-21'-0"ACCESSIBLE ROUTE <br />LSEE PLAN8'-0"8'-0"8'-0"9'-0" <br />C <br />18'-0"C <br />TYPICAL ADA PARKING <br />4" WIDE PAINTED <br />LINES, TRAFFIC <br />WHITE <br />4" WIDE PAINTED LINES, <br />18" O.C., @ 45 TRAFFIC <br />WHITE <br />(AISLE TO CONTAIN THE <br />DESIGNATION "NO <br />PARKING" COMPLYING <br />WITH MSBC 1341.0502) <br />HANDICAP SIGN (TYP) <br />(SIGN TO COMPLY WITH MINNESOTA <br />RULES 1341.0502 <br />DRAWN 12/2016 <br />LOUCKS PLATE NO. <br />2036LOUCKS <br />TC=0 <br />GL=-0.5 <br />TC=0 <br />GL=0 <br />TC=0 <br />GL=0 <br />TC=0 <br />GL=-0.51'-0"ACCESSIBLE ROUTE <br />SEE PLANHANDICAP SIGN/BOLLARD (TYP) <br />(SIGN TO COMPLY WITH MINNESOTA RULES <br />1341.0502 <br />TC=0 <br />GL=0 <br />TC=0 <br />GL=0 <br />TC=0 <br />GL=0 <br />TC=0 <br />GL=0 <br />B612 CURB <br />& GUTTER <br />FLAT CURB <br />TC=0 <br />GL=-0.5 <br />TC=0 <br />GL=-0.5 <br />TC=0 <br />GL=-0.5 <br />FLAT CURB <br />B612 CURB <br />& GUTTER <br />B612 CURB <br />& GUTTER <br />FULL HEIGHT CURB WITH FLAT CURB AT ACCESS AISLE <br />FULL HEIGHT CURB ENTIRE WIDTH OF HC STALLS <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 />6" AGG. BASE, CLASS 5 OR 2 MN/DOT 3138 <br />APPROVED SUBGRADE <br />FINISHED GRADE <br />24" SELECT GRANULAR, MN/DOT 3149.D <br />STANDARD BITUMINOUS <br />PAVEMENT SECTION <br />PAVEMENT SECTION BASED ON <br />GEOTECHNICAL REPORT BY _____, DATED <br />_____,20__ <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 />6" AGG. BASE, CLASS 5 OR 2 MN/DOT 3138 <br />APPROVED SUBGRADE <br />FINISHED GRADE <br />24" SELECT GRANULAR, MN/DOT 3149.D <br />HEAVY DUTY BITUMINOUS <br />PAVEMENT SECTION <br />PAVEMENT SECTION BASED ON <br />GEOTECHNICAL REPORT BY _____, DATED <br />_____,20__ <br />GEOTEXTILE FILTER FABRIC TYPE V, <br />MN/DOT 3733.2 <br />DRAWN 12/2016 <br />LOUCKS PLATE NO. <br />2032 <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 BE <br />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 />2033 CONCRETE SIDEWALK <br />SECTION <br />4" CONCRETE WALK <br />MN/DOT 2521 <br />4" COMPACTED <br />AGG. BASE CL. 5 <br />DRAWN 12/2016 <br />LOUCKS PLATE NO. <br />2034 <br />2 <br />1 <br />EMERGENCY OVERFLOW- <br />CLASS 2 RIP RAP OVER <br />GEOTEXTILE FABRIC <br />AS SPEC <br />I <br />F <br />I <br />E <br />D <br />6' MI <br />N. <br />BASIN OVERFLOW <br />TOP OF BERM <br />OVERFLOW ELEVATION <br />AS SPECIFIED <br />PONDING <br />AREA <br />PROTECT SLOPE WITH RIP <br />RAP & FABRIC. <br />AS SPECIFIED <br />DRAWN 2/2016 <br />LOUCKS PLATE NO. <br />3010LOUCKS <br />LOUCKS LOUCKS LOUCKS <br />VAN <br />ACCESSIBLE <br />60" - 66"48"18" DIA.36"TYPICAL ADA PARKING <br />SIGN / BOLLARD COMBO <br />12"x18" STANDARD HANDICAP PARKING <br />SIGN WITH SEPARATE 'VAN ACCESSIBLE' <br />PANEL. GREEN LETTERING AND BORDER <br />ON WHITE BACKGROUND. SYMBOL OF <br />ACCESSIBILITY SHALL BE 4"x4" AND BE <br />WHITE ON A BLUE BACKGROUND. USE <br />HARDWARE PER SIGN SUPPLIER'S <br />RECOMMENDATIONS. <br />HC SIGNAGE PER MINNESOTA <br />RULES 1341.0502 <br />12"x6" STANDARD 'VAN <br />ACCESSIBLE' PANEL. GREEN <br />LETTERING AND BORDER ON <br />WHITE BACKGROUND. <br />2" DIA. 6' LONG MIN. <br />GALVANIZED SCHEDULE 40 <br />STEEL PIPE. EMBED IN CONCRETE <br />FILLED BOLLARD <br />6" DIA. SCHEDULE 40 <br />GALVENZIED STEEL PIPE <br />6' LONG MINIMUM <br />HEAVY DUTY HDPE DOME TOP <br />DECORATIVE SLEEVE YELLOW IN COLOR. <br />AVAILABLE FROM <br />BOLLARDSNSLEEVES.COM OR EQUAL. <br />COMPACTED OR <br />UNDISTURBED SUBGRADE. <br />NOTES: <br />1.BOLLARDS TO BE PLACED 12" BEHIND <br />BACK OF CURB OR SIDEWALK (REFER <br />TO SITE PLAN.) <br />2.MAINTAIN PLUMB UNTIL CONCRETE IS <br />SUFFICIENTLY CURED. <br />3.HOLD CONCRETE FOOTING BELOW <br />GRADE OF FINISHED CONCRETE TO <br />CREATE FINAL PAVING PATTERN AS <br />SHOWN ON PLANS. <br />4.SIGN CENTERED AT HEAD OF PARKING <br />SPACE - MAXIMUM OF 96" FROM HEAD <br />OF PARKING SPACE. <br />DRAWN 03/2017 <br />LOUCKS PLATE NO. <br />2038ALOUCKS6"18"6"VIOLATORS ARE SUBJECT <br />TO A FINE OF UP TO <br />$ 200.00 <br />PARKINGRESERVED <br />GRADE AT PARKING SURFACE <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 />PAVEMENT SECTION BASED ON <br />GEOTECHNICAL REPORT BY _____, DATED <br />_____,20__ <br />GRAVEL STREET SECTION <br />15" COMPACTED <br />AGG. BASE CL. 5 <br />DRAWN 08/2022 <br />LOUCKS PLATE NO. <br />CUSTOMLOUCKS <br />PAVEMENT SECTION BASED ON <br />GEOTECHNICAL REPORT BY _____, DATED <br />_____,20__ <br />APPROVED SUBGRADE