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COPYRIGHT © 2023 BY SOLUTION BLUE INC. ALL RIGHTS RESERVEDSOLUTION BLUE PROJECT NO:REVISION HISTORYDATEDESCRIPTIONI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.DATE:REG. NO.CERTIFICATION07/28/2023PRELIMINARY SUBMITTAL#01DESIGNED:REVIEWED:PHASE:SUMMARYDRAWN:INITIAL ISSUE:PRELIMCADD USER: Benjamin Lucas FILE: C:\USERS\BENJAMINLUCAS\DROPBOX\PROJECTS\230303 - LITTLE CANADA AFFORDABLE - LUPE\WORKING FILES\CAD\DWG\PLAN SHEETS\C900 - DETL.DWG PLOT SCALE: 1:1 PLOT DATE: 7/28/2023 10:19 AM <br />23030307-28-2023BJLC-900CIVIL DETAILSBJLBJLBENJAMIN LUCAS, P.E.XX.XX.202354265LITTLE CANADA, MN <br />LITTLE CANADA DEVELOPMENTSITE 01: 4/221C-900TYPICAL BITUMINOUS PAVEMENT SECTIONSNOT TO SCALEFINISHED GRADE1.5" BIT. WEARING COURSE TYPESPWEB340B PER MNDOT SPEC. 2360TACK COAT, MNDOT SPEC. 23572.0" BIT. BASE COURSE TYPESPNWB330B PER MNDOT SPEC. 23608.0" AGG. BASE, CLASS V AGGREGATE PERMNDOT 3138, COMPACTED TO AT LEAST 100%STANDARD PROCTOR DENSITYAPPROVED SUBGRADE TO BE COMPACTED TO AMINIMUM OF 95% STANDARD PROCTORMAXIMUM DENSITYFINISHED GRADE2.0" BIT. WEARING COURSE TYPESPWEB340B PER MNDOT SPEC. 2360TACK COAT, MNDOT SPEC. 23572.0" BIT. BASE COURSE TYPESPNWB330B PER MNDOT SPEC. 236010.0" AGG. BASE, CLASS V AGGREGATE PERMNDOT 3138, COMPACTED TO AT LEAST 100%STANDARD PROCTOR DENSITYAPPROVED SUBGRADE TO BE COMPACTED TO AMINIMUM OF 95% STANDARD PROCTORMAXIMUM DENSITYNORMAL DUTYHEAVY DUTY (TRUCK ROUTE)2.5"SITE 05: 4/222C-900TYPICAL CONCRETE PAVEMENT SECTIONSNOT TO SCALEFINISHED GRADE5.0" PORTLAND CEMENT CONCRETE (P.C.C.)4.0" AGG. BASE, CLASS V AGGREGATE PERMNDOT 3138, COMPACTED TO AT LEAST 100%STANDARD PROCTOR DENSITYAPPROVED SUBGRADE TO BE COMPACTED TO AMINIMUM OF 100% STANDARD PROCTORMAXIMUM DENSITYFINISHED GRADE5.0" PORTLAND CEMENT CONCRETE (P.C.C.)6 X 6 - W1.4 X W1.4 WELDED WIRE FABRIC4.0" AGG. BASE, CLASS V AGGREGATE PERMNDOT 3138, COMPACTED TO AT LEAST 100%STANDARD PROCTOR DENSITYAPPROVED SUBGRADE TO BE COMPACTED TO AMINIMUM OF 100% STANDARD PROCTORMAXIMUM DENSITYCONCRETE PAVEMENTREINFORCED CONCRETE PAVEMENT/TRASH PADNOTES:1. REFER TO MnDOT SPECIFICATION 2521 FOR SIDEWALK CONSTRUCTION.2. SIDEWALKS TO HAVE 2% MAXIMUM CROSS SLOPE UNLESS INDICATED OTHERWISE.3. CONTRACTION JOINTS AT 5' SPACING, EXPANSION JOINTS EVERY 60' OR LESS. <br />2.5"SITE 06: 4/223C-900TYPICAL CONCRETE SIDEWALK SECTIONNOT TO SCALEFINISHED GRADE5.0" PORTLAND CEMENT CONCRETE (P.C.C.)FOR CONCRETE SIDEWALK SLABS WIDER THAN 6',PROVIDE 6 X 6 - W1.4 X W1.4 WELDED WIRE FABRIC4.0" AGG. BASE, CLASS V AGGREGATE (100%CRUSHED) BASE PER MNDOT 3138, COMPACTEDPER SPECIFICATIONSAPPROVED SUBGRADE TO BE COMPACTED PERSPECIFICATIONSSITE 02: 4/22XC90XTYPICAL BITUMINOUS PATH SECTIONSNOT TO SCALEFINISHED GRADEXX" BIT. WEARING COURSE TYPESPWEXX40X PER MNDOT SPEC. 2360XX" AGG. BASE, CLASS V AGGREGATE PERMNDOT 3138, COMPACTED TO AT LEAST 100%STANDARD PROCTOR DENSITYAPPROVED SUBGRADE TO BE COMPACTED TO AMINIMUM OF 95% STANDARD PROCTORMAXIMUM DENSITY5.0"CONCRETESIDEWALK4.0" AGGREGATEBASE CL V6"6"6"12"2% SLOPE AWAYFROM BUILDING (TYP.)PAVEMENTSITE 10: 4/225SIDEWALK SECTION WITH INTEGRAL CURBNOT TO SCALEEXPANSION JOINTC-900PAVEMENT SECTION VARIESAGG. BASEVARIES31MIN. OF 4"AGG. BASEUNDER CURB1/4 " LIPMINIMUM 6" BEHINDBACK OF CURB"A" "L"CURBTYPE12" 20"B61218"B618 26"B624 24" 32"13.5"6"A8"LSITE 16: 4/226C-900B6 STYLE CONCRETE CURB AND GUTTERNOT TO SCALESLOPE GUTTER (3/4" PER FT. TYP.) TIPGUTTER OUT AS REQUIRED PER PLAN3" RADIUS3" RADIUS1/2"RADIUS"A"CURBTYPE12"B61218"B618B624 24"3" R1/2" R1/2" R313" R1/2" R1/2" R31SITE 17: 4/227C-900B6 STYLE CURB INFALL-OUTFALLNOT TO SCALEOUTFALL CURB & GUTTER6"6"SLOPE3/4"/FT6"SLOPE3/4"/FT6"13-1/2"13-1/2"8"A7"7"8"AINFALL CURB & GUTTERPAVEMENT SECTION VARIES1/4 " LIPMINIMUM 6" BEHINDBACK OF CURB7"18"8"8.5"1" BACKAGG. BASEVARIESMIN. OF 4"AGG. BASEUNDER CURBSITE 20: 4/22 8C-900FLUSH CURB AND GUTTER (18")NOT TO SCALESLOPE GUTTER (3/4" PER FT. TYP.)TIP GUTTER OUT AS REQUIRED PER PLAN3" RADUIS1/2"RADUIS