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ARC23018 <br />PROJECT NO. <br />I hereby certify that this plan, specification or report <br />was prepared by me, or under my direct supervision, <br />and that I am a duly Licensed Professional Engineer <br />under the laws of the state of MINNESOTA. <br />Stephen M. Johnston <br />18914 07/23/2024 <br />SITE PLANREVIEW <br />07/23/24 <br />NOT FOR <br />CONSTRU <br />C <br />T <br />I <br />O <br />N <br />SHEET <br />CERTIFICATION <br />REGISTRATION NO. <br />DATE <br />REVISION DATE <br />ISSUE <br />PROJECT <br />D E S I G N <br />CIVIL ENGINEERING | LANDSCAPE ARCHITECTURE <br />3 1 0 4 T H A V E S O U T H , S U I T E 1 0 0 6 <br />M I N N E A P O L I S , M N 5 5 4 1 5 <br />www.elanlab.comp 612.260.7980 <br />f 612.260.7990 <br />1 2 3 4 5 6 <br />E <br />D <br />C <br />B <br />A <br />BARNETT KIA <br />GEM LAKE, MINNESOTA <br />1600 WEST LAKE STREET, <br />SUITE 127 <br />MINNEAPOLIS, MN 55408 <br />612-436-4030 <br />BARNETT COMPANIES, INC. <br />3430 HIGHWAY 61 N., <br />WHITE BEAR LAKE, MN 55110 <br />C/O MIKE BARNETT <br />651-429-3391 <br />PHILLIPS ARCHITECTS & <br />CONTRACTORS <br />401 NORTH THIRD STREET, <br />SUITE 450 <br />MINNEAPOLIS, MN 55401 <br />C/O DAVID PHILLIPS <br />612-868-1261 <br />C-501 <br />DETAILS <br />FINISHED GRADE <br />24 <br />" <br />42 <br />" <br />12" <br /> 3/8 " DIA. HOLES <br />CONCRETE <br />4" <br />2-12" SCHEDULE 40 STEEL PIPE <br />MOUNT SIGN SECURELY TO POST. <br />SIGN SHALL FACE PARKING SPACE. <br />SLOPE CONCRETE TO <br />DRAIN <br />3"X3" - 11 GAUGE <br />SQUARE SIGN POST <br />NOTES: <br />1.SIGN POSTS SHALL BE PAINTED DARK BROWN. <br />2.SIGN FRONTS SHALL BE DARK BROWN WITH WHITE REFLECTIVE LETTERING.3.BACK OF SIGN SHALL BE DARK BRONZE. <br />BREAK AWAY BASE 516" PLATE (5" <br />WIDE X 7.5" LONG WITH 4-58" DIA. <br />BOLTS). BASES FOR SIGN POSTS <br />ARE TO BE 30" LONG AND SET IN <br />CONCRETE. <br />1" <br />6" MAX. <br />5' <br />STOP SIGN <br />C4 ACCESSIBILITY SIGNAGE <br />NO SCALE <br />48 <br />" <br />20" DIA <br />FOOTING <br />24 <br />" <br />PARKING <br />VEHICLE IDREQUIRED <br />UP TO $200 FINE <br />FOR VIOLATION <br />VANACCESSIBLE <br />36 <br />" <br />ACCESS AISLE <br />NO PARKING <br />WHERE APPLICABLE <br />8" <br />74 <br />" <br />NOTE: SIGNAGE SHALL MEET THE <br />REQUIREMENT OF MN MUTCD R7-8n AND <br />R7-8P <br />ATTACH SIGN TO POST WITH <br />APPROPRIATE STAINLESS <br />STEEL BOLTS, WASHERS & <br />NUTS. (TYP AT TOP AND <br />BOTTOM OF SIGN) <br />2"X2" ADJUSTABLE PER-ORATED <br />SIGN STOCK SET IN CONCRETE, <br />CENTERED IN BOLLARD <br />SEALANT <br />FORM CONCRETE <br />PYRAMID ON TOP <br />4X4 SQUARE STEEL PIPE BOLLARD <br />CONCRETE FILLED, PAINTED TO <br />MATCH ARCHITECTURAL TRIM COLOR <br />PITCH, SMOOTH CONCRETE FINISH <br />FINISHED GRADE <br />60" FROM PARKING SURFACE <br />TO BOTTOM OF SIGNAGE <br />AT ACCESS AISLE <br />ALL BARS TO BE <br />0.25" HIGH BY 8" <br />WIDE <br />SYMBOL 6"X6" <br />SIGN FACE AT <br />PARKING STALL <br />C6 TRAFFIC SIGNAGE <br />NO SCALE <br />30"x30" <br />R1-1 <br />INTEGRAL VERTICAL CURB & WALKD1 <br />NO SCALE <br />CONCRETE PAVEMENT SECTIONE3E1NO SCALE <br />LIGHT DUTY BITUMINOUS PAVEMENT SECTION <br />1.5" TYPE SP 9.5 BITUMINOUS WEAR COURSE <br />MIXTURE (2,C) SPWEA240C (PG 58-28), <br />MNDOT 2360 <br />12" SCARIFIED AND <br />RE-COMPACTED SUBGRADE <br />2.0" TYPE SP 12.5 BITUMINOUS NON-WEAR <br />COURSE MIXTURE (2,C) SPWEB230C <br />(PG58-28), MNDOT 2360 <br />2357 BITUMINOUS TACK COAT <br />8.0" AGGREGATE BASE (CLASS 5 OR <br />CLASS 6 OR SALVAGED/RECYCLED <br />MATERIAL MEETING CLASS 5 <br />GRADATION) MNDOT 3138 <br />NO SCALE <br />CONCRETE WALKWAY SECTION <br />COMPACTED SUBGRADE <br />6" AGGREGATE BASE <br />(MNDOT 3138 CL5 OR CL6) <br />E4 <br />7.0" CONCRETE PAVEMENT <br />#4 REBAR 2' OC. BOTH WAYS <br />(CHAIRS REQUIRED) <br />COMPACTED SUBGRADE <br />6.0" AGGREGATE BASE <br />(MNDOT 3138 CL5 OR CL6) <br />4.0" CONCRETE PAVEMENT <br />E2 NO SCALE <br />HEAVY DUTY BITUMINOUS PAVEMENT SECTION <br />2.0" TYPE SP 9.5 BITUMINOUS WEAR COURSE <br />MIXTURE (2,C) SPWEA240C (PG 58-28), <br />MNDOT 2360 <br />12" SCARIFIED AND <br />RE-COMPACTED SUBGRADE <br />2.5" TYPE SP 12.5 BITUMINOUS NON-WEAR <br />COURSE MIXTURE (2,C) SPWEB230C <br />(PG58-28), MNDOT 2360 <br />2357 BITUMINOUS TACK COAT <br />10.0" AGGREGATE BASE (CLASS 5 OR <br />CLASS 6 OR SALVAGED/RECYCLED <br />MATERIAL MEETING CLASS 5 <br />GRADATION) MNDOT 3138 <br />NO SCALE <br />20" DIA <br />FOOTING <br />84 <br />" <br />1/2" EXPANSION JOINT <br />6" ROUND STEEL PIPE <br />WITH <br />PLASTIC COVER AND <br />DOME CAP <br />PAVEMENT SECTION <br />8" <br />36 <br />" <br />B3 NO SCALE <br />MAXIMUM SPACING 100'. ALSO USE WHEN ABUTTING BUILDINGS.SPACING:5'6'WALKWALK - 5' C/C- 6' C/C <br />1/4"R 1/4"R <br />JOINT SEALER <br />NON-BITUMINOUS JOINT FILLEREXPANSION JOINTTOOLED CONTROL JOINT <br />1/2" <br />1/ <br />2 <br />" <br />3/8" <br />1/8" <br />1" <br />SIDEWALK JOINT <br />D2 CONCRETE PAVEMENT JOINT <br />NO SCALE <br />BUILDING OR STRUCTURE <br />JOINT FILLER <br />JOINT SEALER <br />6'-0" <br />JOINT SEALER <br />T <br />THROUGH JOINT <br />CONTINUE REINFORCING <br />3/4" <br />3/ <br />4 <br />" <br />T <br />2" <br />CONCRETE <br />PAVEMENT THICKNESS <br />MAXIMUM <br />JOINT SPACING <br />TABLE 2: JOINT SPACING <br />7"14' <br />MAX. CONTRACTION JOINT SPACING: <br />SEE TABLE 2 <br />CONTRACTION JOINT ISOLATION JOINT <br />USE AGAINST BUILDINGS OR OTHER STRUCTURES <br />6"VARIES <br />6" <br />1/4" TOOLED JOINT <br />R=3"PAVEMENT <br />SECTION <br />CONTROL JOINTS SHALL EXTEND TO BOTH THE FRONT AND BACKS OF THE <br />CURB AND BE 2" DEEP AT 10' MAX SPACING. <br />12 <br />" <br />4" MINIMUM AGGREGATE BASE <br />1 <br />1 <br />6" X 6" 1.4 X 1.4 W.W.M REINFORCEMENT, <br />USE OF 1-1/2" CHAIRS REQUIRED <br />4" <br />C3 BOLLARD <br />NO SCALE <br />B412 CURB & GUTTER (MODIFIED B612) <br /> 3"R <br />SLOPE 3/4"PER FT. <br />8" <br />1 <br /> 3 <br />6" <br />4" <br />1/2"R <br /> 12" <br />11 <br />" <br />1/2"R <br />7" <br />CONTROL JOINTS SHALL CONFORM WITH MNDOT SPEC. 2531.3C. (10' <br />SPACING) CONTROL JOINTS SHALL EXTEND TO BOTH THE FRONT AND <br />BACKS OF THE CURB AND BE 2" DEEP. <br />E5 NO SCALE <br />CURB MODIFICATION AT CATCH BASIN <br />SE <br />E <br /> <br />P <br />L <br />A <br />N <br />7" AT CURB AND GUTTER <br />CONCRETE CURB <br />AND GUTTER <br />MATCH GEOMETRY OF <br />CURB AND GUTTER <br />6" <br />SEE PLAN AS INDICATED O <br />N <br /> <br />P <br />L <br />A <br />N <br />S <br />C1 CURB TRANSITION <br />NO SCALE <br />1/2"R <br />4"3:1 <br />11 <br />" <br />12"12" <br />3/8" <br />TOP BIT. MAT <br />1/2"R7" <br />SLOPE 3/4" PER FT. <br />CONTROL JOINTS SHALL EXTEND TO BOTH THE FRONT AND BACKS OF THE <br />CURB AND BE 2" DEEP AT 10' MAX SPACING. <br />3" R <br />C2 NO SCALE <br />D412 CURB & GUTTER <br />SAW CUT ALL EDGES. REMOVE BITUMINOUS AND ENOUGH AGGREGATE <br />BASE MATERIAL TO ACCOMMODATE NEW PAVEMENT. <br />MILL 1/2 THICKNESS OF <br />EXISTING PAVEMENT <br />12" <br />WEAR COURSE <br />NON-WEAR COURSE <br />AGGREGATE BASE <br />SAW CUT <br />NEW PAVEMENT <br />TACK COAT ALL EDGES <br />BITUMINOUS INTERLOCK AT MATCH LINE <br />NOTE: <br />12" <br />SAW CUT <br />NEW PAVEMENT <br />TACK COAT ALL EDGES <br />AT CURB <br />AT PAVEMENT <br />4" <br />1/2 THICKNESS OF <br />EXISTING PAVEMENT <br />B618 CURB & GUTTERA1 NO SCALE A2 NO SCALE <br />COMMERCIAL DRIVEWAY A3 NO SCALE <br />TOP OF CURB <br />2" <br />CASTING WIDTH <br />(CASTING NOT SHOWN) <br />GUTTER6" <br />SECTION A - A <br />3' <br />FACE OF CURB <br />EXPANSION JOINT WITH <br /> 2-24" 12"SMOOTH DOWELS <br />PLAN VIEW <br />R-3067 CASTING <br />EXPANSION JOINT WITH <br />24" - 1/2" DIA. SMOOTH DOWELS (x2) <br />A4 NO SCALE