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VARIABLE <br />WIDTH <br />2% MAX. <br />CROSS SLOPE <br />12" DIA. MIN. <br />3'-6" <br />6" <br />3'-6" <br />1/2" EXPANSION JOINTS AT <br />ADJACENT WALK OR STRUCTURE <br />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 />GROUND SURFACE <br />6" DIA. <br />GALVANIZED <br />STEEL TUBING <br />FILLED <br />WITH CONCRETE <br />AND POLY SLEEVE <br />CAST-IN-PLACE <br />CONCRETE <br />FOUNDATION (TYP.) <br />LIGHT DUTY BITUMINOUS PAVEMENT SECTION <br />TYPICAL SIDEWALK DETAIL <br />COMPACTED SUBGRADE <br />-NOTIFY ENGINEER PRIOR TO PLACING <br />AGGREGATE BASE IF ORGANIC <br />MATERIAL IS ENCOUNTERED IN <br />SUBGRADE <br />8" CLASS 5 AGGREGATE BASE <br />2" NON-WEARING COURSE (SPNWB330B) <br />TACK COAT <br />1-1/2" WEARING COURSE (SPWEA340B) <br />NOTES: <br />1.ALL ORGANIC OR OTHER UNSUITABLE MATERIAL <br />SHALL BE REMOVED FROM BENEATH THE <br />ROADWAY. <br />CONCRETE FILLED BOLLARD DETAIL <br />BITUMINOUS OVERLAY <br />EXISTING SUBGRADE <br />EXISTING AGGREGATE BASE <br />EXISTING BITUMINOUS PAVEMENT <br />TACK COAT <br />2" WEARING COURSE (SPWEA240B) <br />SPACE INTENTIONALLY LEFT BLANK6"4'-0"36" OR 48"SEE PLAN60" MIN. - 66" MAX.NOTE: <br />1.PROVIDE "VAN ACCESSIBLE" (MNMUTCD R7-8bP) SIGN <br />BELOW HANDICAP PARKING SIGN WHERE VAN <br />ACCESSIBLE STALLS ARE INDICATED ON PLANS. <br />16" DIA. CONC. FOOTING <br />CAULK TO <br />SIDEWALK/PAVEMENT <br />GRADE <br />6" PIPE W/ CONC. FILL & HDPE <br />BOLLARD COVERS BY G.C. <br />SLEEVE @ SIGNAGE <br />LOCATIONS <br />2" DOME CONC. <br />SEALANT @ SIGNAGE <br />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 />ACCESSIBLE PARKING SIGN & POST DETAIL <br />2'-0" <br />SEE <br />PLANS <br />SEE <br />PLANSSEE PLANS45° <br />SIGNAGE: <br />INSTALL WITHIN 2' MIN AND 8' <br />MAX FROM HEAD OF STALL AS <br />SHOWN ON PLAN <br />NO PARKING STRIPING: <br />PAINT ACCESS AISLE AND AREA <br />BEHIND PARKING SPACE ADJACENT TO <br />BUILDING ENTRY SIDEWALK WITH <br />ANGLED STRIPING AS INDICATED; <br />VERIFY REQUIREMENTS INCLUDING <br />FOREGROUND/BACKGROUND COLORS <br />WITH LOCAL AUTHORITY <br />UNIVERSAL DISABLED SYMBOL: <br />VERIFY REQUIREMENTS <br />INCLUDING COLORS WITH LOCAL <br />AUTHORITY <br />ACCESSIBLE PARKING LAYOUT <br />SIGN PANELS AS SPECIFIED OR AS SHOWN <br />ON THE PLANS OR SIGN LEGEND <br />STREET SIGNS <br />1.SHALL BE V.I.P. (VISUAL IMPACT PERFORMANCE) <br />REFLECTIVE SHEETING PER MNDOT 3352.2A.2. <br />2.ATTACH TO SIGN POST WITH 3 <br />8" DRIVE RIVET AND NYLON <br />WASHER <br />3.INSTALL SO BOTTOM OF SIGN PANEL IS 7' FROM FINISH <br />GRADE <br />SIGN POSTS <br />1.1-3/4" SQUARE <br />2.14 GAUGE WITH PUNCHED HOLES. <br />3.MINIMUM 8 FEET, MAXIMUM 12 FEET LONG. (LENGTH <br />REQUIRED TO BE DETERMINED BY THE SIZE OF THE SIGN <br />PANEL). <br />4.ATTACHED TO ANCHOR SYSTEM WITH 5/16" BY 2-1/2" <br />GALVANIZED BOLT WITH WASHER AND NUT. <br />5.SIGN POSTS TO BE LOCATED WITHIN CONCRETE AS <br />DIRECTED BY ENGINEER. <br />ANCHOR SYSTEM IF IN CONCRETE <br />1.2" SQUARE <br />2.12 GAUGE. <br />3.3 FEET LONG. <br />4.ANCHOR SLEEVE <br />a.2-1/4" SQUARE. <br />b.12 GAUGE. <br />c.18 INCHES LONG. <br />5.ANCHOR POST AND ANCHOR SLEEVE TO BE INSTALLED <br />PRIOR TO PLACING CONCRETE MEDIAN WITH TWO BOLT <br />HOLES COMPLETELY EXPOSED AND ACCESSIBLE ABOVE <br />MEDIAN GRADE. <br />NOTES: <br />1.ALL POSTS, HARDWARE, AND ANCHOR SYSTEMS <br />SHALL BE TELESPAR SQUARE TUBE SYSTEMS AS <br />DISTRIBUTED BY UNISTRUT CORPORATION, OR <br />EQUAL. <br />TYPICAL SIGN INSTALLATION DETAIL <br />CONCRETE OR EXISTING GROUND <br />CURB & GUTTER DETAILS <br />NOTES: <br />1. SEE TYPICAL BITUMINOUS SECTION FOR AGGREGATE BASE SECTION <br />INFORMATION. <br />2.SEE MNDOT STANDARD PLATES (7000 SERIES) FOR ADDITIONAL <br />DETAILS. <br />RIBBON CURB DETAIL <br />VARIES (SEE PLAN) <br />7" <br />1/2" R ON FACE <br />OF CURB <br />SLOPE34" PER FT <br />NOTES: <br />1. SEE TYPICAL BITUMINOUS SECTION FOR AGGREGATE BASE SECTION <br />INFORMATION. <br />6" <br />13-1/2" <br />1 <br />3 <br />SLOPE34" PER FT <br />1/2" R 6" <br />3" R <br />1/2" R <br />7" <br />8"VARIES <br />SEE PLAN <br />TIPPED GUTTER <br />B6 CURB <br />VARIES <br />CURB AND GUTTER <br />MATCH EXISTING <br />2" SPWEB340B WEAR COURSE <br /> OR MATCH THICKNESS WHICHEVER IS GREATER <br />2" SPNWB330B NON-WEAR COURSE <br />OR 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 />BITUMINOUS STREET REPAIR, CURB & GUTTER INSTALLATION DETAIL <br />CONCRETE TRAILOR PAD PAVEMENT SECTION <br />COMPACTED SUBGRADE <br />-NOTIFY ENGINEER PRIOR TO <br />PLACING AGGREGATE BASE IF <br />ORGANIC MATERIAL IS ENCOUNTERED <br />IN SUBGRADE <br />#4 REBAR 18" <br />O.C. IN EACH <br />DIRECTION <br />6" <br />8"CLASS 5 AGGREGATE BASE <br />GEOTEXTILE FABRIC <br />SAND SUBBASE <br />(MNDOT SELECT GRANULAR BORROW)12" <br />6" CONCRETE - 4500 PSI <br />TOP VIEW <br />SIDE VIEW <br />2' <br />4' <br />4' <br />8"STRUCTURECONCRETE SPLASH BLOCK <br />1/2" EXPANSION JOINTS AT ADJACENT WALK <br />OR STRUCTURE MN/DOT 3702 <br />CLASS 5 <br />AGGREGATE BASE <br />6" <br />4" <br />4" <br />2% SLOPE <br />AWAY FROM <br />BUILDING <br />4" <br />VARIES <br />SOD <br />EXISTING <br />SIDEWALK <br />EXISTING DOWNSPOUTSTRUCTURE1/2" EXPANSION JOINTS AT ADJACENT WALK <br />OR STRUCTURE MN/DOT 3702 <br />EXISTING DOWNSPOUT <br />SOD <br />EXISTING <br />SIDEWALK <br />VARIES <br />CONCRETE SPLASH BLOCK DETAIL <br />MAXIMUM SPACING 90' <br />CASTING REQUIRED ON CLEANOUT IN <br />PAVEMENT OR UNDEVELOPED AREA. CASTING <br />SHALL BE NEENAH R-1970 SERIES PER TABLE <br />BELOW, OR ACCEPTED EQUAL. <br />PVC THREADED PLUG <br />3" BELOW CASTING <br />RISER <br />LONG SWEEP BEND <br />COMBINATION WYE <br />END OF LINE <br />CLEANOUT <br />IN LINE <br />CLEANOUT <br />SEWER CLEANOUT CASTING DETAIL <br />NOTES: <br />1 FOUNDATION MATERIAL - NATURAL OR CRUSHED 1 1/2" ROCK ON ALL <br />WYES AND SERVICE RISER CLEANOUTS. <br />2 IN WET OR UNSUITABLE MATERIAL, BED ENTIRE SERVICE IN 1-1/2" <br />NATURAL OR CRUSHED ROCK. <br />1 <br />FOUNDATION <br />MATERIAL <br />(SEE NOTES) <br />CO Ø CASTING # <br />4"R-1970 <br />6"R-1973-A <br />8"R-1976 <br />COMPACTED SUBGRADE <br />-NOTIFY ENGINEER PRIOR TO <br />PLACING AGGREGATE BASE IF <br />ORGANIC MATERIAL IS ENCOUNTERED <br />IN SUBGRADE <br />12" CLASS 5 AGGREGATE BASE <br />2-1/2" NON-WEARING COURSE (SPNWB330B) <br />TACK COAT <br />2" WEARING COURSE (SPWEB340B) <br />HEAVY DUTY BITUMINOUS PAVEMENT SECTION <br />NOTES: <br />1.ALL ORGANIC OR OTHER UNSUITABLE MATERIAL <br />SHALL BE REMOVED FROM BENEATH THE <br />ROADWAY.4"3 <br />1 <br />SLOPE <br />3/4" PER FT <br />1/2" R <br />1/2" R <br />7"VARIES <br />SEE PLAN12" <br />TIPPED GUTTER <br />11 3/4"D4 CURB <br />SPACE INTENTIONALLY LEFT BLANK <br />DESIGN/BUILD | CONSTRUCTION MANAGEMENT | GENERAL CONTRACTING <br />6121 BAKER ROAD, SUITE 101 <br />MINNETONKA, MINNESOTA 55345 <br />PHONE: 651-379-9090 FAX: 651-379-9091 <br />ISSUES / REVISIONS:LAKE ELMO MEDICAL CENTER ADDITIONPROPOSED ADDITION:8650 HUDSON BLVD, LAKE ELMO, MINNESOTATHIS 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 <br />OF 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 @ 2026 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 />DATE:LICENSE #: <br />PRINTED NAME:GRIFFIN K. DEMPSEY <br />6163304-15-26 <br />C601 <br />CIVIL DETAILS