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2" MIN. <br />NOTE: <br />1.USE METAL SHIMS ONLY AT <br />ADJUSTING RINGS WHEN LEVELING. <br />MIN. OF TWO PRECAST CONC. <br />ADJUSTING RINGS MN/DOT <br />STANDARD PLATE NO. 4010H <br />ECCENTRIC CONE MN/DOT <br />STANDARD PLATE NO. 4005L <br />M.H. STEPS MN/DOT <br />STANDARD PLATE <br />NO. 4180J 16" O.C. <br />RUBBER GASKETED JOINT <br />PRECAST MORTAR INVERT <br />RCP <br />INTEGRAL CAST BASE <br />SECTION MN/DOT <br />STANDARD PLATE <br />NO. 4007C <br />GRANULAR BEDDING <br />4'-0" <br />5" WALL <br />VARIES <br />STANDARD DESIGN "F" STORM MANHOLE/CATCH BASIN <br />USE CASTING SHOWN ON <br />CASTING ASSEMBLY TABLE <br />1/2" R <br />4"PER PLAN <br />CROSS SLOPE VARIES <br />(NOT TO EXCEED 2.00%) <br />EXPOSED HEIGHT VARIES <br />(SEE GRADING PLAN) <br />2' BURIED <br />BELOW GRADE <br />COMPACTED <br />GRANULAR MATERIAL <br />FINISHED GROUND <br />(SEE GRADING PLAN) <br />6" <br />#4 EPOXY COATED <br />REBAR @ 12" OC <br />PROVIDE 3" CLEAR DISTANCE <br />TO END OF CONCRETE <br />PROVIDE 3" CLEAR DISTANCE <br />TO END OF CONCRETE <br />#4 EPOXY COATED <br />REBAR @ 24" OC <br />#4 EPOXY COATED <br />REBAR @12" OC <br />CAST IN PLACE RETAINING WALL AND SIDEWALK <br />1/2" R <br />4"PER PLAN <br />CROSS SLOPE VARIES <br />(NOT TO EXCEED 2.00%) <br />EXPOSED HEIGHT VARIES <br />(SEE GRADING PLAN) <br />2' BURIED <br />BELOW GRADE <br />COMPACTED <br />GRANULAR MATERIAL <br />ADJACENT CAST IN PLACE WALK <br />(SEE GRADING PLAN) <br />6" <br />#4 EPOXY COATED <br />REBAR @ 12" OC <br />PROVIDE 3" CLEAR DISTANCE <br />TO END OF CONCRETE <br />PROVIDE 3" CLEAR DISTANCE <br />TO END OF CONCRETE <br />#4 EPOXY COATED <br />REBAR @ 24" OC <br />#4 EPOXY COATED <br />REBAR @12" OC <br />EXISTING RETAINING WALL <br />ADJACENT CAST IN PLACE WALL AND WALK <br />CAST-IN-PLACE STAIR WALL W/ HANDRAIL DETAIL <br />16" <br />12" <br />24" <br />#4 DOWEL x 2'-0" LONG @ 12" OC. <br />DRILL AND ADHESIVE MIN 4" INTO <br />CONCRETE WALL <br />VERT DOWEL TO MATCH SIZE AND <br />SPACING OF WALL REINFORCEMENT. <br />PROJECT 2'-0" INTO WALL <br />#4 @ 12" OC HORIZ. <br />#4 @ 12" OC VERT. <br />8" <br />NOTES: <br />1.SEE PLANS FOR NUMBER OF RISERS AND <br />ELEVATIONS. RISER HEIGHT AND TREAD <br />DEPTH SHALL COMPLY TO IBC SECTION <br />1011.5.2. <br />2.EPOXY COAT REBAR. <br />CONTRACTOR TO PROVIDE <br />HANDRAIL SHOP DRAWINGS FOR <br />REVIEW PRIOR TO ORDERING <br />(2) #5 REBAR <br />3" CVR. TYP. <br />STAIR TREAD AND SLAB, REFER TO <br />DETAIL. <br />CONCRETE STEPS W/ WALL AND HANDRAIL DETAIL <br />(1) #3 <br />NOSING BAR <br />(TYP.) <br />#4 REBAR WITH <br />LONG BEND <br />#4 BAR @ 24" <br />O.C. EACH WAY <br />6x6 1.4W/1.4W WWM <br />REINFORCEMENT PER <br />SIDEWALK DETAIL <br />6x6 1.4W/1.4W WWM <br />REINFORCEMENT PER <br />SIDEWALK DETAIL <br />#4 REBAR <br />@ 24" O.C. <br />10" <br />6" MIN <br />12" <br />15" <br />7" <br />1" <br />14" <br />1 1 <br />4" STEEL HAND RAIL WITH <br />GALVANIZED FINISH MOUNT PER <br />MANUFACTURER'S REQUIREMENTS. <br />CONTRACTOR TO PROVIDE HANDRAIL <br />SHOP DRAWINGS FOR REVIEW PRIOR <br />TO ORDERING <br />NOTES: <br />1.SEE PLANS FOR NUMBER OF RISERS AND <br />ELEVATIONS. RISER HEIGHT AND TREAD <br />DEPTH SHALL COMPLY TO IBC SECTION <br />1011.5.2. <br />2.EPOXY COAT REBAR. <br />3'-0" <br />15" MIN. <br />HANDRAIL EXTENSION AT <br />BOTTOM OF STAIRWAY SHALL <br />COMPLY TO IBC SECTION 1014.6, <br />AND HAVE A SLOPED EXTENSION <br />THE SAME AS THE TREAD DEPTH <br />BEYOND THE BOTTOM RISER <br />HANDRAIL EXTENSION AT TOP <br />OF STAIRWAY SHALL COMPLY TO <br />IBC SECTION 1014.6, AND SHALL <br />EXTEND HORIZONTALLY NOT <br />LESS THAN 12 INCHES BEYOND <br />THE TOP RISER <br />CAST-IN-PLACE <br />WALL, REFER TO <br />DETAIL <br />6" <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 />C602 <br />CIVIL DETAILS