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1 2 3 4 5 6 7 8 <br />STE S �T s I1 \ G N <br />A <br />+ \ N X \ p X B I T U M I N O U S <br />I NGH <br />GRASS X ul PKS <br />METAL l STORY PRECAST CONCRETE, WOOD AND METAL <br />X STEPS <br />LE <br />HOCKEY AREMA wood FT <br />\\ \ n \ I FENCE I nnNrRF TF <br />L <br />O <br />HCR <br />)I STREET <br />CONCRETE <br />AI <br />STONE WALL <br />—JIUNt WALL <br />B I T U M I N 0 <br />PAINT YELLOW <br />AS SHOWN <br />dAIN <br />NCE . •' <br />PAINT YELLOW <br />AS SHOWN <br />40' 20' 0 40' 80' <br />SCALE 1W = 40' <br />DNC <br />Concrete <br />_EV <br />Elevation <br />C <br />Existing <br />4X <br />Maximum <br />IN <br />Minimum <br />Radius <br />(P. <br />Typical <br />NM[JT('r) <br />MinneGntn Mnnunl on Hnifort <br />2 261 KL`lI1110 NIVGLW600A100]16 <br />ONSTRUCTION LIMITS — — — — - <br />ROPERTY LINE — — - <br />AWCUT LINE (APPROX.) — — — — — — <br />HAIN LINK FENCE <br />ECORATIVE FENCE o 0 <br />EAVY DUTY <br />ITUMINOUS PAVEMENT <br />ONCRETE ooa <br />AVEMENT/SIDEWALK <br />�I:T 11�I�Zel�l�r�:i <br />EDESTRIAN CURB RAMP <br />CCESSIBLE PARKING <br />YMBOL <br />IGN <br />ARKING STALL COUNT O <br />11 , 211 I I I I I I I I I I I I I I u I I I DROP KEYED NOTES <br />OFF <br />Fil ONLY <br />13 KEYED NOTES ARE DENOTED BY NO ON PLAN. <br />4.0' 3 24.0' 4 4 4 PAINT NO PARKING AREA, 4" WIDE STRIPES, YELLOW IN COLOR. STRIPING <br />J ❑5 ❑5 ❑5 FOR CROSS HATCH SHALL BE AS SHOWN SPACED 4' APART. <br />a <br />® 21 '0 :>Off 9.0 7 �2 STRIPE CROSSWALK STOP BAR, 24" WIDE AND WHITE IN COLOR. <br />STRIPE LANE DELINEATION, 4" WIDE AND WHITE IN COLOR. <br />21 0• <br />Li ❑5 ❑5 �® 0 10 4' 9.0 1 _ ® STRIPE LANE DELINEATION, DOUBLE LINE WITH EACH LINE 4" WIDE AND 4" <br />APART. STRIPING SHALL BE YELLOW IN COLOR. <br />❑ 24.0' 6 �5 PAINT TRAFFIC ARROW AND VERBIAGE AS SHOWN. <br />9.0 jr° 7 0 <br />1 0 © PAINT CURB AND INTEGRAL CURB/SIDEWALK YELLOW TO EXTENTS SHOWN. <br />20 7 0 REFER TO DETAIL 3/C4.001. <br />®p 9.0 <br />O � 1 9.O 1'° �7 INSTALL ACCESSIBLE PARKING SIGN/NO PARKING SIGNAGE FOR ACCESSIBLE <br />17 18 O O PARKING STALLS. REFER TO DETAIL 2/C4.001. <br />a 20 � � a 19 a 20 s 21 1 21 � <br />21 ® INSTALL STOP SIGN PER MNMUTCD R1-1. REFER TO DETAIL 2/C4.001 FOR <br />18 19 19 17 i <br />1 ; SIGN POST AND FOUNDATION. <br />0.INSTALL PEDESTRIAN CROSSING SIGN PER MNMUTCD W1 1-2. REFER TO <br />7-9-orl <br />�® 0 9 0 .0 9.0'° DETAIL 2/C4.001 FOR SIGN POST AND FOUNDATION. <br />0 9.0 1 6 10 INSTALL DO NOT ENTER SIGN PER MNMUTCD R5-1. REFER TO DETAIL <br />24.0' 24'0 g 0, 2/C4.001 FOR SIGN POST AND FOUNDATION. <br />C�r0 7 11 INSTALL DIRECTIONAL SIGNAGE PER DETAIL 4/C4.001. REFER TO 2/C4.001 <br />3 FOR SIGN POST AND FOUNDATION. <br />® 9.O 1 DROP 12 INSTALL ONE WAY SIGN PER MNMUTCD R6-1. REFER TO DETAIL 2/C4.001 <br />o� FOR SIGN POST AND FOUNDATION. <br />j� 13 INSTALL NO PARKING LOADING ZONE SIGN PER MNMUTCD R7-6. REFER TO <br />5 5 ® 21 O '0 9 0, 12.0' 4u 13 DETAIL 2/C4.001 FOR SIGN POST AND FOUNDATION. <br />❑5 ❑5 0 CONC—� INSTALL LEFT TURN ONLY SIGN PER MNMUTCD R3-5. REFER TO DETAIL <br />12 0' G R A S S 14 2/C4.001 FOR SIGN POST AND FOUNDATION. <br />24.0' 2 24'0' 15 INSTALL NO U—TURN SIGN PER MNMUTCD R3-4. REFER TO DETAIL 2/C4.001 <br />3 30 FOR SIGN POST AND FOUNDATION. <br />9 0 ®p ❑5 0 16 INSTALL ADDED LANE SIGN PER MNMUTCD W4-3. REFER TO DETAIL 2/C4.001 <br />X1NO <br />© g,O FOR SIGN POST AND FOUNDATION. <br />17 INSTALL VISITOR PARKING WITH LEFT ARROW SIGN. REFER TO DETAIL <br />14 8 2/C4.001 FOR SIGN POST AND FOUNDATION. <br />20 12.0 6 18INSTALL VISITOR <br />SIGN KING POSTWITH RIGHT AND FOUNDATION. <br />ROW SIGN. REFER TO DETAIL <br />3 2/C4.001 <br />3 ❑5 I=> 1 12.0' 19 INSTALL TWO VISITOR PARKING SIGNS WITH DOUBLE ARROWS. SIGNS SHALL <br />BE MOUNTED ON SAME POST. REFER TO DETAIL 2/C4.001 FOR SIGN POST <br />...... AND FOUNDATION. <br />r� 20 20 SIGNS SHALL BE MOUNTED ON SAME POLE AND BASE. <br />12.0' i <br />21 STRIPE SPEED TABLES PER DETAIL 1/C5.002. <br />22 INSTALL RIGHT TURN ONLY SIGN PER MNMUTCD R3-5. REFER TO DETAIL <br />2/C4.001 FOR SIGN POST AND FOUNDATION. <br />�- <br />0 23 TRAFFIC CONTROL SIGNALS BY OTHERS. CONTRACTOR SHALL COORDINATE <br />_� SITE WORK WITH TRAFFIC CONTROL CONTRACTOR. REFER TO TRAFFIC <br />CONTROL PLANS. <br />B I T U M I N O U S i i <br />BITUMINOUS SCHC <br />Q7Qj=j=T ro <br />;ETE . 3/8" STEEL PLATE AT TOP, <br />�PKS�0 <br />A S s SLOPE DOWN, WELD ALL SIDES <br />G R A S S <br />HCS PKS PKS <br />® 0 0 <br />BITUMINOUS BITUMINOUS METAL SIGN ACCORDING TO MN STATE <br />STATUTE 169.346 WHITE LEGEND AND <br />BORDER ON BLUE BACKGROUND, <br />STEEL <br />AT TO <br />PFULLY REFLECTORIZED <br />__----SLOPE DOWN, WELDALL SIDES <br />12" MIN. <br />12" MIN. <br />METAL SIGN ACCORDING TO MN STATE <br />STATUTE 169.346 WHITE LEGEND AND <br />ATTACH 6" X12" "VAN ACCESSIBLE" <br />SIGN TO POST IF APPLICABLE <br />BORDER ON BLUE BACKGROUND, <br />N <br />FULLY REFLECTORIZED <br />"VAN <br />6 16 GA. 2$—INCH OD GALVANIZED <br />ATTACH 6" X12' ACCESSIBLE" <br />STEEL SIGN POST <br />SIGN TO POST IF APPLICABLE <br />SHAPE CONCRETE TO PROVIDE <br />PAR- <br />PARKIN <br />DRAINAGE AWAY FROM POST. <br />/EHICLE ID <br />6" <br />3 <br />16 GA. 2$—INCH OD GALVANIZED <br />5'-0" a <br />FIELD PAINT YELLOW 6" DIA. GALV. <br />REQUIRED <br />- ANY <br />11 <br />STEEL SIGN POST <br />4'-0" STEEL PIPE (SCHEDULE 40) <br />TIME <br />5'-0" <br />3— 0 FILL BOLLARD WITH CONCRETE <br />r0 $200 FINE <br />R VIOLATION <br />TOP OF SLAB OR FINISHED GRADE <br />WHERE CONCRETE OCCURS AT BASE <br />SLOPE SURFACE TO DRAIN <br />4'-0" MIN. <br />� �� <br />USE 1-1 2 EXPANSION MATERIAL <br />VAN <br />AND URETHANE CAULK. <br />° <br />REFER TO MnMUTCD <br />4" <br />CCESSIBLE <br />SIGN R7-1 FOR <br />10:1 SLOPE <br />d <br />SIGN DETAILS. <br />PERVIOUS SURFACE <br />° <br />4" LONG STUDS WELD AT <br />QUARTER POINTS 8" ON CENTER <br />SET IN CONCRETE <br />CONCRETE BASE <br />2020 Elk 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 Minnesota Su-eer, SuiLe W2000 <br />Saint PauE, MN 55101 <br />woldae.cnm 1 (51 227 7773 <br />BKBM <br />ENGINEERS <br />6120 Earle Brown Drive, Suite <br />Minneapolis, MN 55430 <br />Phone: (763) 843-0420 <br />Fax: (763) 843-0421 <br />www.bkbm.com <br />CONSTRUCT101 <br />DOCUMENTS <br />O2020 BKBM Professional Engineers, Inc. <br />All rights reserved. <br />This document is an instrument of service and is the property of B <br />Professional Engineers, Inc. and may not be used or copied withoi <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. Voo4j <br />Kevin A. Bohl <br />License Number: 52209 Date 01/03/2020 <br />Comm: 182030 <br />Date: 01 /03/2020 <br />Drawn: WHI <br />Check: KAB North <br />STRIPING AND <br />SIGNAGE PLAN <br />CURB AND SIDEWALK PAINT EXTENTS <br />---1 14" f y 4„ y 6"\y 4" y <br />PERVIOUS PLACEMENT SIGN POST IMPERVIOUS PLACEMENT SIGN POST <br />c4mool <br />