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VARIES <br />VARIABLE <br />WIDTH <br />2% MAX. <br />CROSS SLOPE <br />1/2" EXPANSION JOINTS AT ADJACENT <br />WALK OR STRUCTURE MN/DOT 3702 <br />CONCRETE SIDEWALK <br />MN/DOT SPEC. 2521, <br />MIX NO. 3F52 <br />CONTRACTION JOINTS PER <br />MN/DOT SPEC. 2521 <br />1/2" EXPANSION JOINT <br />COMPACTED GRANULAR MATERIAL6" <br />4" <br />CURB AND GUTTER <br />MATCH EXISTING <br />2" SPWEB340B WEAR COURSE OR MATCH <br />THICKNESS WHICHEVER IS GREATER <br />2" SPNWB330B NON-WEAR COURSE OR <br />MATCH THICKNESS WHICHEVER IS GREATER <br />2357 TACK COAT BETWEEN LIFTS <br />COMPACTED CLASS 5 AGGREGATE BASE <br />(MATCH EXISTING THICKNESS) <br />MATCH ROAD SLOPE <br />SAW CUT <br />EXISTING BITUMINOUS SURFACE <br />6"4'-0"36"60" MIN. - 66" MAX.NOTE: <br />1.PROVIDE "NO PARKING" SIGN AT ACCESSIBLE PARKING <br />ACCESS AISLE STALLS. <br />16" DIA. CONC. FOOTING <br />CAULK TO SIDEWALK/PAVEMENT <br />GRADE <br />6" PIPE W/ CONC. FILL & HDPE <br />BOLLARD COVERS BY G.C. <br />SLEEVE @ SIGNAGE LOCATIONS <br />2" DOME CONC. <br />SEALANT @ SIGNAGE LOCATIONS <br />2" SQ. - 12 GA. PERFORATED <br />STEEL SIGN POST <br />BLUE BACKGROUND, FRONT, <br />BACK, AND POST <br />12" x 18" - 16 GAUGE <br />GALV. STEEL SIGN <br />1" WHITE HELVETICA <br />MEDIUM LETTERS <br />1/2" WHITE BORDER <br />LIGHT DUTY BITUMINOUS PAVEMENT SECTIONTYPICAL SIDEWALK DETAIL <br />BITUMINOUS STREET REPAIR, CURB & GUTTER INSTALLATION DETAIL <br />COMPACTED SUBGRADE <br />-NOTIFY ENGINEER PRIOR TO PLACING <br />AGGREGATE BASE IF ORGANIC MATERIAL <br />IS ENCOUNTERED IN SUBGRADE <br />8" CLASS 5 AGGREGATE BASE <br />2" NON-WEARING COURSE <br />(SPNWB330B) <br />TACK COAT <br />1-1/2" WEARING COURSE <br />(SPWEB340B) <br />NOTES: <br />1.ALL ORGANIC OR OTHER UNSUITABLE MATERIAL SHALL <br />BE REMOVED FROM BENEATH THE ROADWAY. <br />ACCESSIBLE PARKING SIGN & POST DETAIL <br />THIS DRAWING AND THE INFORMATION THEREIN IS <br />THE PROPERTY OF DESIGN TREE ENGINEERING INC. <br />USE BY THE HOLDER OR DISCLOSURE TO OTHERS <br />WITHOUT THE PERMISSION OF DESIGN TREE <br />ENGINEERING INC. IS PROHIBITED. IT CONTAINS <br />PROPRIETARY AND CONFIDENTIAL INFORMATION OF <br />DESIGN TREE ENGINEERING INC. REPRODUCTION OF <br />THE MATERIAL HEREIN WITHOUT WRITTEN <br />ERMISSION OF DESIGN TREE ENGINEERING INC. <br />VIOLATES THE COPYRIGHT LAWS OF THE UNITED <br />STATES AND WILL SUBJECT THE VIOLATORS TO <br />LEGAL PROSECUTION. <br />COPYRIGHT @ 2020 BY DESIGN TREE ENGINEERING <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 ENGINEER UNDER THE <br />LAWS OF THE STATE OF MINNESOTA. <br />DRAWING NO. <br />DRAWN BY: <br />CHECKED BY: <br />PROJECT NO.: <br />NO.DATE DESCRIPTIONPRELIMINARY:NOT F <br />O <br />R <br />CONSTRUCTIONDATE:LICENSE #: <br />PRINTED NAME:F:\DESIGN TREE ENGINEERING\PROJECTS\000 - MISC 20\00020057 - 3725 STINSON BLVD APARTMENTS\CONSTRUCTS\CIVIL\00020057-C-DETAILS.DWG #### 7/21/2020JEREMY E. ANDERSON <br />44223 <br />00020057 <br />3725 STINSON <br />BLVD <br />APARTMENTS <br />ST. ANTHONY, MN <br />07/22/20 <br />RJK <br />JEA <br />CIVIL DETAILS <br />C602