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2 3 4 5 6 7 <br />A <br />B <br />C <br />D <br />E <br />F <br />Un 0 1 <br />� 1 <br />0 I z O <br />jLH CIO <br />N <br />m z 1 77 4 <br />0 1 <br />0 <br />I /TT/ <br />1 <br />O6 <br />38 0, <br />B I T U M I N O U S <br />09 <br />Ox 920 <br />0 <br />N T / <br />0 3. 4 <br />ONG CO <br />P6 <br />CONCRETE <br /><,S n <br />4 FT CHAIN LINK FENCE <br />co O <br />o� `87 <br />7 <br />1 � � O "k , 4 0) <br />M - 0 CO C <br />7.4 <br />9j4 <br />/7Q <br />o 8/ <br />'/// `A <br />7 C ir, i1. <br />76 0 <br />CONC <br />`6. 0 <br />O O \ <br />0 <br />3 \ <br />1170 MAIN STREET <br />N 1-2 STORY BRICK <br />AND STUCCO 0 <br />�7 T 0.7- - <br />O <br />CcETN7 �9 8 BITUMINOUS <br />6-9 0' O��E) CONC <br />0. 4 --- - % 6,6 20 <br />0> O <br />0) S3 T <br />O 3 6.9 <br />�6 <br />9 1 4 <br />69 In <br />\ 44 6 <br />6 0 / (0 <br />"6 <br />6 FT CHAIN <br />LINK FENCE <br />0 3106 <br />UARD RAIL <br />8 ET CHAIN <br />LINK FENCE <br />ON CONC <br />0 <br />\—CONC STEPS <br />0 <br />STONE WALLS <br />ONO STEPS <br />STONE WALLS <br />co/v`�iiiiiiiiiiiiiiiiii, <br />F% <br />PROPOSED PLAN <br />SYMBOLS <br />CONSTRUCTION LIMITS <br />PROPERTY LINE <br />SAWCUT LINE (APPROX.) — — — — — — — — <br />BITUMINOUS PAVEMENT <br />CONCRETE SIDEWALK <br />CONCRETE PAVEMENT <br />HARDWOOD MULCH <br />ABBREVIATIONS <br />APRX. <br />Approximate <br />BLDG <br />Building <br />BM <br />Bench Mark <br />CONIC <br />Concrete <br />ELEV <br />Elevation <br />EX <br />Existing <br />FIFE <br />Finished Floor Elevation <br />MAX <br />Maximum <br />MIN <br />Minimum <br />R <br />Radius <br />TYP. <br />Typical <br />*NOTE: CONSTRUCTION LIMITS ARE ANTICIPATED <br />TO BE PROPERTY LINE UNLESS OTHERWISE <br />SHOWN. <br />KEYED NOTES <br />KEYED NOTES ARE DENOTED BY NO ON PLAN. <br />�1 INSTALL CONCRETE WALK. REFER TO DETAIL 2/C4.000. <br />�2 STOOP. REFER TO STRUCTURAL PLANS AND DETAILS. <br />�3 RAISED PLANTER. REFER TO ARCHITECTURAL PLANS. <br />® INSTALL CONCRETE MAINTENANCE STRIP. REFER TO DETAIL 3/C4.000. <br />INSTALL CONCRETE LANDSCAPE EDGER. INTENT IS TO MATCH EXISTING <br />EDGER. <br />© INSTALL 4—INCHES OF SINGLE SHRED HARDWOOD BARK MULCH TO THE <br />EXTENTS SHOWN. LINE ENTIRE MULCH AREA WITH MNDOT 3733 TYPE 1 <br />FILTER FABRIC. TURN —UP FABRIC AT EDGES. <br />�j STRUCTURAL RAMP. REFER TO STRUCTURAL AND ARCHITECTURAL PLANS. <br />REFER TO SHEET C2.000 FOR PROPOSED ELEVATIONS. NOTE, RAMP IS <br />NOT INTENDED FOR ADA ACCESS TO THE BUILDING AND IS SLOPED AT <br />GREATER THAN 5%. <br />�8 INSTALL CONCRETE BOLLARD REFER TO DETAIL 4/C4.000. <br />�g INSTALL BITUMINOUS PAVEMENT. INTENT IS TO MATCH EXISTING PAVEMENT <br />SECTION. FOR BIDDING PURPOSES REFER TO DETAIL 5/C4.000. <br />10 INSTALL CONCRETE DRIVE ENTRANCE. REFER TO DETAIL 7/C4.000. <br />11 INSTALL B618 CONCRETE CURB AND GUTTER. REFER TO DETAIL <br />6/C4.000. PAINT CURB, YELLOW IN COLOR, TO MATCH EXISTING. <br />PAVING NOTES: <br />1. NO SIDEWALK IS TO HAVE MORE THAN A 2% CROSS SLOPE OR MORE THAN A 5% LONGITUDINAL <br />SLOPE. <br />2. REFER TO ARCHITECTURAL PLANS FOR PROPOSED BUILDING LAYOUT. <br />3. FOLLOW ALL CITY OF ELK RIVER RULES, REGULATIONS AND SPECIFICATIONS WHEN WORKING IN <br />PUBLIC RIGHT OF WAY. <br />4. REFER TO STRUCTURAL PLANS FOR STOOP DETAILS. ALL WALKS ARE TO BE CENTERED ON THE <br />DOORS. <br />5. INSTALL APPROPRIATE EXPANSION MATERIAL WHERE CONCRETE IS ADJACENT TO BUILDING FACE. <br />6. MATCH NEW SIDEWALK INTO EXISTING. NO ABRUPT GRADE TRANSITIONS OR PONDING OF WATER <br />WILL BE ALLOWED. <br />7. SAWCUT SIDEWALK TO NEAREST JOINT. COORDINATE REMOVAL LIMITS WITH SITE DEMOLITION <br />CONTRACTOR AND CONSTRUCTION MANAGER. <br />B. CONTRACTOR SHALL PROVIDE SIDEWALK CLOSED AND DETOUR SIGNS FOR THE PUBLIC SIDEWALK <br />DURING CONSTRUCTION. COORDINATE WITH THE CITY OF ELK RIVER FOR DETOUR ROUTE AND <br />SIGN LOCATIONS PRIOR TO THE START OF CONSTRUCTION. <br />8 <br />N <br />2023-2024 Handke <br />Center Addition <br />And Renovations <br />1170 Main Street NW <br />Elk River, MN 55330 <br />INDEPENDENT SCHOOL <br />20' 10' 0 20' 40' DISTRICT #728 <br />815 Highway 10 <br />Elk River, Minnesota 55330 <br />SCALE 1° = 20' <br />NOTE: <br />PRIOR TO THE START OF CONSTRUCTION, CONTACT <br />JASON JOHNSON WITH EXCEPTIONAL OUTDOOR <br />SERVICES TO SET UP A MEETING TO DISCUSS <br />IRRIGATION WORK (763-438-0438). INTENT IS TO <br />DISCUSS CAPPING OF THE EXISTING IRRIGATION <br />LINES, EQUIPMENT TO BE SALVAGED FOR REUSE, <br />AND THE CONSTRUCTION SCHEDULE REMOVAL, <br />SALVAGE, AND CAPPING OF THE EXISTING LINES <br />SHALL BE PERFORMED BY THE DEMOLITION <br />CONTRACTOR. WHEN CAPPING THE LINE, DEMOLITION <br />CONTRACTOR SHALL PROVIDE A STAKE IN THE <br />GROUND AT CAPPING POINT FOR FUTURE LOCATING. <br />INTENT IS FOR FINAL IRRIGATION INSTALLATION TO BE <br />PERFORMED BY EXCEPTIONAL OUTDOOR SERVICES. <br />WOLD ARCHITECTS <br />AND ENGINEERS <br />332 Minnesota Street, Suite W2000 <br />Saint Paul, MN 55101 <br />woldae.com 1 651 227 7773 <br />BKBM <br />ENGINEERS <br />6120 Earle Brown Drive, Suite 700 <br />Minneapolis, MN 55430 <br />Phone: (763) 843-0420 <br />Fax: (763) 843-0421 <br />www.bkbm.com <br />2022 BKBM Professional Engineers, Inc. <br />All rights reserved. <br />This document is an instrument of service and is the property of BKBM <br />Professional Engineers, Inc. and may not be used or copied without <br />prior written consent. <br />BKBM JOB NUMBER. 21114 <br />1 hereby certify that this plan, specification or report was <br />prepared by me or under my direct supervision and that I am <br />a duly Licensed Professional Engineer under the laws of the <br />State of Minnesota. <br />Nathaniel P. Anderson <br />License Number: 59311 Date 09/20/2022 <br />Revisions <br />Description Date Num <br />Addendum #2 10/05/2022 1 <br />Comm: 202179B <br />Date: 09/20/2022 <br />Drawn: WH <br />Check: KAB North <br />PAVING AND <br />GEOMETRIC <br />PLAN <br />C3mOOO <br />