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0 <br />2 3 4 <br />5 6 <br />7 8 <br />A <br />B <br />C <br />N <br />E <br />F <br />COM <br />(7" <br />FLAG POLE DETAIL <br />C5.002 NOT TO SCALE <br />SEE ELEC <br />EXPANSION JOINT MATERIAL <br />SEAL TOP 2" WITH ELASTOMERIC SEALANT <br />SLOPE 3/4" PER FOOT <br />2" RADIUS <br />6" <br />a CONCRETE CURB <br />a a CONCRETE MAINTENANCE STRIP OR PROPOSED <br />FINISH FLOOR <br />+> a <br />6 CONCRETE PAVEMENT. REFER TO DETAIL <br />a 3/C5.002 FOR CONCRETE MAINTENANCE STRIP. <br />PROPOSED AGGREGATE BASE <br />z <br />0 <br />J <br />D <br />00 <br />III III III <br />COMPACTED SUBGRADE <br />NOTE: <br />1. TOOLED JOINTS SHALL BE MADE ON TOP AND FACE OF CURB. <br />2. CURB SHALL BE JOINTED EVERY 5—FEET. <br />3. JOINTS FROM CURB AND MAINTENANCE STRIP SHALL ALIGN. <br />4 <br />CONCRETE MAINTENANCE CURB <br />".0 <br />NOT TO SCALE <br />NC <br />O <br />O <br />PLAN <br />GROUT HOLE FULL <br />2" <br />4" <br />6 1 2" <br />HOLE FOR 1 /2" STD. PIPE OR <br />"N <br />3/4" DIAM. REINF. ROD 1 <br />N <br />(OPTIONAL 1"x3" HOLE) <br />1/2 <br />1 /2" MAX. <br />CLEARANCE <br />DRAINAGE <br />DRAINAGE <br />2 _ #3 <br />H <br />OPENING <br />OPENING <br />1'— <br />2'-0" (MIN.) <br />V-0" <br />2'-0" (MIN.) <br />1'— <br />" <br />3/8" TOOLED EDGE (TYP.) <br />END VIEWS <br />SECTION�� <br />7'-0" (MIN.) <br />D <br />8'-0" (MAX.) <br />1 <br />N <br />1 /2" STD PIPE OR 3/4" REINF. ROD <br />SHALL BE PLACED PRIOR TO SURFACING <br />OR IN A HOLE DRILLED IN THE <br />FINISHED SURFACE WITH A TIGHT <br />FIT OBTAINED BY AN APPROVED <br />iLEEVE <br />METHOD, OR DRIVEN INTO THE SURFACING <br />V-6" TO EDGE — <br />OF PARKING STALL <br />INSTALLATION PLAN <br />('5' <br />PRECAST WHEEL STOP <br />LATE C5.002 NOT TO SCALE <br />)TING. <br />BITUMINOUS PAVEMENT <br />TOE OF SPEED TABLE <br />Q0 <br />d <br />VARIES, TOP OF ° a d SPEED TABLE <br />REFER TO ° CONCRETE,PAVEMENT 5. 5' <br />1 /C4.000 <br />a a <br />° a <br />co °a <br />a 4 <br />BITUMINOUS PAVEMENT CURB AND GUTTER <br />PLAN VIEW <br />TOE OF <br />SPEED PROVIDE #6 DOWELS, <br />TABLE 14—INCHES LONG, 12—INCHES 9•0„ <br />O.C. IN DIRECTION OF TRAVEL BITUMINOUS PAVEMENT <br />a °4 °d ° <br />VARIES, REFER <br />6 Tn 1 /f'4 nnn 6 <br />PEDESTRIAN CURB RAMP <br />CONCRETE TOP OF <br />SIDEWALK 5'5 SPEED TABLE 5.5' <br />3" <br />6" <br />1 1" GALVANIZED IRON <br />FLANGE (GLOBAL <br />INDUSTRIAL OR <br />APPROVED EQUAL) <br />#4x3'-0" ©18"OC <br />EQUAL LEGS \ <br />TOE <br />TOP 01 <br />VARIES, <br />REFER TO <br />1 /C4.000 <br />TOE OF <br />SPEED TABLE <br />PROFILE VIEW <br />STRIPING VIEW <br />1 SPEED TABLE DETAIL <br />C5.002 NOT TO SCALE <br />ANGLE TO <br />MATCH STAIRS <br />a <br />CONCRETE CURB <br />TRIANGLES. YELLOW IN COLOR. <br />THREE TRIANGLES ON 24' WIDE SPEED <br />S. PAINT FIVE TRIANGLES ON 36' WIDE <br />TABLES. <br />1' WIDE. YELLOW IN COLOR. <br />11" O.D. HDG HANDRAIL. <br />POSTS SHALL BE <br />4—FEET O.C. MAX. <br />12" TREAD — <br />SLOPE 1 % <br />12" \/\\\/\ <br />UNDISTURBED SUBGRADE. IF DISTURBED #4Q12"OC EACH <br />SCARIFY AND A SUBGRADE TO WAY, BOTTOM <br />100% S\/ <br />AT LEAST 00% STANDARD PROCTOR <br />DENSITY —PROOF ROLL PER MN/DOT 2111 <br />NOTE: SEE PLAN FOR ELEVATION AT TOP OF TOP STEP <br />AND ELEVATION AT TOP OF APPROACH LANDING. 8" <br />1. ALL REBAR TO BE COVERED BY 2" CONCRETE. <br />2. CONCRETE SURFACING TO BE MEDIUM BROOM FINISH PERPENDICULAR TO <br />PEDESTRIAN CIRCULATION. <br />3. HANDRAIL AND POSTS TO BE 1-1/2" O.D. SCHEDULE 40 HOT DIPPED <br />GALVANIZED STEEL PIPE. <br />4. SUBMIT SHOP DRAWING FOR HANDRAILS. <br />5. ALL WELDS SHALL BE CONTINUOUS AND GROUND SMOOTH. <br />6. PAINT HANDRAIL WITH ONE COAT OF PRIMER AND TWO FINISH <br />COATS —BLACK IN COLOR. PAINT THICKNESS SHALL BE 6 MILS. <br />7. SET RAILING POSTS 6" FROM OUTSIDE EDGE OF STAIRS —BOTH SIDES. <br />8. 36" RAILING HEIGHT SHALL BE TAKEN FROM STAIR NOSING TO TOP OF <br />RAILING. <br />9. LANDINGS SHALL ALSO HAVE RAILINGS. <br />10. REFER TO GRADING PLAN FOR NUMBER OF STAIRS AND HEIGHT. <br />11. MINIMUM CLEAR WIDTH BETWEEN RAILS OF 36". <br />36" <br />12" <br />FINISH FLOOR <br />EXPANSION JOINT MATERIAL <br />SEAL TOP J" WITH ELASTOMERIC SEALANT <br />J <br />4" CONCRETE (4000 PSI) WITH <br />NO. 4 EPDXY COATED REBAR (2) <br />z <br />LONGITUDINAL <br />0 5% SLOPE <br />J _/ <br />m • ° 4" TOPSOIL AND SOD <br />1'T COMPACTED SUBGRADE <br />24" <br />6" CLASS 5 LIMESTONE <br />AGGREGATE BASE <br />RISER <br />6" <br />NOTE: <br />1. MAINTENANCE STRIP SHALL BE JOINTED EVERY 5—FEET. <br />2. JOINTS FROM MAINTENANCE STRIP AND CURB SHALL ALIGN. <br />2020 E I k River <br />High School <br />Parking Lot <br />Improvements <br />900 School St NW <br />Elk River, MN 55330 <br />Independent School <br />District #728 <br />11500 193rd Ave. NW <br />Elk River, MN 55330 <br />WOL❑ ARCHITECTS <br />AND ENGINEERS <br />332 Minnesora Street, Suite W2000 <br />Saint Paul, MN 55101 <br />woldacxorn 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 />CONSTRUCTION <br />DOCUMENTS <br />\2020 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: 17445.01 <br />I 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 />.�-A.�,4 <br />Kevin A. Bohl <br />License Number: 52209 Date 01/03/2020 <br />Revisions <br />Date <br />Comm: 182030 <br />Date: 01 /03/2020 <br />Drawn: WH (11 <br />Check: KAB North <br />Civil Details <br />c5m002 <br />