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04-03-19 PC
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CURB TRANSITION <br />SURMOUNTABLE TO B-61210' TRAN <br />SI <br />TI <br />O <br />N <br />PROVIDE EXPANSION <br />JOINT AT ENDS <br />OF TRANSITION (TYP.) <br />4 <br />C2.13 <br />1 <br />C2.13 <br />2 <br />C2.13 <br />CONCRETE WALK 1"NOTES: <br />1) PROVIDE WIRE MESH REINFORCEMENT IN PANELS WITH DIMENSIONS TO <br />JOINTS GREATER THAN 6' - REINFORCEMENT SHALL BE UNIFORMLY <br />SUSPENDED 2" BELOW CONCRETE FINISH GRADE. <br />2) PROVIDE EXPANSION JOINT AND CAULK SEALANT AT ALL WALK, <br />BUILDING, AND STOOP JOINTS. REFER TO SPECS. <br />WALK WIDTH AS <br />LABELED ON PLAN <br />BITUMINOUS PAVEMENT <br />CONCRETE CURB AND GUTTER <br />WALK FLUSH WITH TOP OF CURB AND PROVIDE <br />TOOLED EDGE (WITH EXPANSION JOINT) <br />5" CONCRETE WALK <br />MIN. 4" SAND BASE OR STABILIZED <br />AGGREGATE BASE THICKENED TO <br />BOTTOM OF CURB WHERE APPLICABLE <br />TYPICAL AT ALL <br />GRASS AREAS <br />PREPARED SUBGRADE <br />PROVIDE 2% CROSS SLOPE (MAX.) <br />REFER TO GRADING PLAN FOR <br />DIRECTION <br />12"MIN. 4"DEPTH6 <br />C2.13 <br />C2.13 <br />11 <br />C2.13 <br />10 <br />C2.13 <br />1 <br />CONCRETE SLAB <br />36"12"8"CAULK AT SURFACE <br />6" STABILIZED AGGREGATE BASE TO BE <br />PLACED BY PAVING CONTRACTOR STRUCTURE <br />8" CONCRETE SLAB <br />6" (MIN.) STABILIZED AGGREGATE <br />BASE TO BE PLACED BY PAVING <br />CONTRACTOR <br />THICKENED SLAB AT ALL SIDES <br />NOT ADJACENT TO BUILDING <br />PREPARED SUBGRADE <br />CONCRETE FLUSH WITH <br />BITUMINOUS PAVEMENT <br />EXPANSION JOINT <br />7 <br />C2.13 <br />11 <br />C2.13 <br />4 <br />PLAN VIEW OF PERPENDICULAR RAMP <br />DOME SPACINGDOME SECTION <br />3 <br />2 <br />2 <br />1 <br />NOTES: <br />SECTION A-A <br />ELEVATION OF RAMP <br />PEDESTRIAN CURB RAMP <br />3'-8" <br />2 CONCRETE <br />WALK <br />3'-8" <br />A <br />4'-0"MIN.4' <br />- <br />0 <br />"MIN4'-0" MIN4'-0" UNLESS <br />OTHERWISE NOTED <br />ON PLAN <br />5'-8"5'-8"2'-0"4 <br />36'-0"(6" CURB4'-0"(4" CURB)CONCRETE WALK <br />A <br />6'-3" (6" CURB) <br />4'-2" (4" CURB) <br />4'-0" UNLESS <br />OTHERWISE NOTED <br />ON PLAN <br />6'-3" (6" CURB) <br />4'-2" (4" CURB) <br />1 <br />6'-0" (6" CURB) <br />4'-0" (4" CURB)4'-0" <br />7/8" - 1-7/16" <br />1/5" <br />50%-60% OF BASE <br />DIAMETER <br />5/8" MIN.2'-0"5/8" MIN. <br />15/16" (TYP.) <br />1 5/8" - 2 3/8" <br />1 5/8" - 2 3/8" <br />15/16" (TYP.) <br />6'-3" <br />(6" CURB & 0.08 FT./FT. SLOPE) <br />4'-2" <br />(4" CURB & 0.08 FT./FT. SLOPE) <br />4'-0"6'-3" <br />(6" CURB & 0.08 FT./FT. SLOPE) <br />4'-2" <br />(4" CURB & 0.08 FT./FT. SLOPE) <br />1/2 INCH PREFORMED JOINT FILLER MATERIAL, AASHTO M 213. <br />PROVIDE A PATH OF TRAVEL 4' 0" WIDE BEHIND THE PEDESTRIAN RAMP. A RELATIVELY <br />FLAT 4' X 4' LANDING WILL ALLOW WHEELCHAIRS TO NAVIGATE AROUND THE PEDESTRIAN <br />RAMP. <br />6" TO 8" IS THE REQUIRED OFFSET OF THE DETECTABLE WARNINGS/ TRUNCATED DOME <br />AREA FROM THE FRONT FACE OF CURB, OR PLACE THE DETECTABLE WARNINGS AT THE <br />BACK OF CURB. <br />ADA REQUIRED TRUNCATED DOME AREA SHALL BE 2' 0" MIN. IN DIRECTION OF TRAVEL AND <br />SHALL EXTEND THE FULL WIDTH (4' 0" TYP.) OF THE CURB RAMP. THIS 2' 0" BY 4' 0" WIDTH <br />(TYP.) TRUNCATED DOME AREA SHALL CONTRAST VISUALLY WITH THE ADJACENT WALKING <br />SURFACE. THE ENTIRE TRUNCATED DOME AREA SHALL BE A LIGHT COLOR (LIGHT GRAY, <br />WHITE, OR YELLOW) WHEN THE ADJACENT SIDEWALK IS A DARK COLOR. THE ENTIRE <br />TRUNCATED DOME AREA SHALL BE A DARK COLOR (RED, BLACK, DARK GRAY, OR BRIGHT <br />YELLOW) WHEN THE ADJACENT SIDEWALK IS A "WHITE" OR LIGHT GRAY CEMENT COLOR. <br />DISTURBED MINIMUM <br />OUTER LIMITS OF <br />CONCRETE WALK <br />BACK OF CURB <br />FRONT FACE <br />OF CURB <br />ROUND ALL SLOPED <br />INTERSECTIONS0.08 FT./FT. SLOPE OF FLARED SIDE <br />CURB OR, CURB <br />AND GUTTER <br />0.083 FT./FT. OR FLATTER <br />0.02 FT./FT. MAX <br />DOME (TYP)6"9 <br />C2.13 <br />6 <br />C2.13 <br />D-412 CURB & GUTTER <br />12"6"6"R12"4"7"AGGREGATE BASE TO BE <br />PLACED BY PAVING <br />CONTRACTOR (4" MIN.) <br />12" <br />NOTE: <br />1. DIRECTION OF TRANSVERSE GUTTER SLOPE TO MATCH DIRECTION OF <br />ADJACENT PAVEMENT SLOPE. CONSTRUCT WITH CURBING MACHINE. <br />1 <br />2 <br />SLOPE 34" PER FOOT TOWARDS <br />PAVEMENT ON HIGH SIDE OF <br />LOT/DRIVE (TIP OUT) - SLOPE 34" <br />PER FOOT TOWARDS BACK OF <br />CURB FACE ON LOW SIDE OF <br />LOT/DRIVE (TIP BACK) <br />FACE OF CURB <br />C2.13 <br />2 <br />B-612 CURB AND GUTTER <br />NOTE: <br />1. DIRECTION OF TRANSVERSE GUTTER SLOPE TO MATCH DIRECTION OF ADJACENT <br />PAVEMENT SLOPE. CONSTRUCT WITH CURBING MACHINE. <br />2. AT CURB INLET CATCH BASINS, ADJUST CASTING TO BE 1" BELOW GUTTER GRADE. SLOPE <br />GUTTER 5' EACH SIDE OF CATCH BASIN. PROVIDE POSITIVE DRAINAGE TO CATCH BASINS. <br />12"6"7 1/2"13 1/2"6"12" <br />1 <br />2 AGGREGATE BASE TO BE <br />PLACED BY PAVING <br />CONTRACTOR (4" MIN.)7"FACE OF CURB <br />12" RADIUS <br />3" RADIUS <br />SLOPE 34" PER FOOT TOWARDS <br />PAVEMENT ON HIGH SIDE OF <br />LOT/DRIVE (TIP OUT) - SLOPE 34" PER <br />FOOT TOWARDS BACK OF CURB FACE <br />ON LOW SIDE OF LOT/DRIVE (TIP BACK) <br />12" RADIUS <br />1:3 BATTER <br />C2.13 <br />1 <br />ACCESSIBLE PARKING SIGN <br />AND POST WITH BOLLARD <br />NOTE: <br />SIGN SHALL BE PLACED NOT MORE THAN 96" FROM FACE <br />OR EDGE OF PAVEMENT AT THE ACCESSIBLE STALL.2"3'-6"3'-0"12"18"SIGN: WHITE LEGEND AND <br /> BORDER ON BLUE <br /> BACKGROUND FULLY <br /> REFLECTORIZED <br />CL <br />1'-6"1'-0"POST TOP <br />METAL SIGN ACCORDING TO <br />MN STATE STATUTE 169.346 <br />"VAN-ACCESSIBLE" LABELING (MNMUTCD <br />R7-8b) PROVIDE AT ONE STALL <br />3 1/2" FLANGED CHANNEL <br />SIGN POST PER Mn/DOT 3401 <br />5" O.D. STEEL PIPE BOLLARD WITH TWO COATS <br />SIGN ENAMEL (COLOR TO BE APPROVED BY <br />OWNER). FILL ANNULAR SPACE WITH GROUT. <br />10° SLOPE <br />CONCRETE <br />(MN/DOT 3A32 <br />OR EQUAL)60" - 66"C2.13 <br />13 <br />MEDIUM DUTY BITUMINOUS <br />PAVEMENT11.5"1.5" BITUMINOUS WEAR COURSE <br />TACK COAT <br />2" BITUMINOUS BINDER COURSE <br />8" AGGREGATE BASE COURSE <br />12" SUBGRADE PREPARATION <br />C2.13 <br />10 <br />6" <br />6" <br />12" <br />12" <br />12'-0" TAPER <br />B-612 CURB TERMINATOR <br />SLOPE TOP OF CURB DOWN TO GUTTER <br />5 <br />C2.13 <br />1 <br />C2.13 <br />LAKE VALENTINE ROAD <br />BITUMINOUS PAVEMENT13"1.5" 2331 TYPE 41A BITUMINOUS WEAR COURSE <br />TACK COAT <br />2" 2331 TYPE 31B BITUMINOUS BASE COURSE <br />8" CLASS 5A AGGREGATE BASE <br />12" SUBGRADE PREPARATION <br />1.5" 2331 TYPE 41b BITUMINOUS BINDER COURSE <br />12" SAND SUBBASE <br />TACK COAT <br />12 <br />C2.13 <br />B-618 CURB AND GUTTER <br />NOTE: DIRECTION OF TRANSVERSE GUTTER SLOPE TO MATCH <br />DIRECTION OF ADJACENT PAVEMENT SLOPE. <br />12"6"7 12"1'-1 12"6" <br />18" <br />1 <br />2 AGGREGATE BASE TO <br />BE PLACED BY PAVING <br />CONTRACTOR (4" MIN.) <br />FACE OF CURB <br />1:3 BATTER <br />3" RADIUS <br />12" RADIUS <br />SLOPE 34" PER FOOT TOWARDS <br />PAVEMENT ON HIGH SIDE OF <br />LOT/DRIVE (TIP OUT) - SLOPE 34" <br />PER FOOT TOWARDS BACK OF <br />CURB FACE ON LOW SIDE OF <br />LOT/DRIVE (TIP BACK) <br />12" RADIUS <br />C2.13 <br />3 <br />TRAFFIC SIGN AND POST <br />WITH BOLLARD2"7'-0" - VERIFYWITH LOCAL CODE3'-0"1'-6" <br />POST TOP <br />REFER TO PLAN <br />FOR MESSAGE <br />METAL SIGN <br />5" O.D. STEEL PIPE WITH TWO COATS <br />SIGN ENAMEL (COLOR TO BE <br />APPROVED BY OWNER). FILL <br />ANNULAR SPACE WITH GROUT. <br />3 1/2" FLANGED CHANNEL <br />SIGN POST PER Mn/DOT 3401 <br />10° SLOPE <br />CONCRETE <br />(MN/DOT 3A32 <br />OR EQUAL)3'-6"1'-0"C2.13 <br />15 <br />TRAFFIC SIGN AND POST <br />WITH BREAKAWAY SIGN BASE2"7'-0" - VERIFYWITH LOCAL CODEPOST TOP <br />REFER TO PLAN <br />FOR MESSAGE <br />METAL SIGN <br />2" x 2" 12 GAUGE SQUARE <br />POST PER Mn/DOT 3402 <br />BREAKAWAY SIGN BASE BOLTED TO CONCRETE <br />SURFACE - REFER TO SPECIFICATIONS <br />C2.13 <br />16 <br />TRAFFIC SIGN AND POST IN <br />GRASS2"7'-0" - VERIFYWITH LOCAL CODE2'-6"POST TOP <br />REFER TO PLAN <br />FOR MESSAGE <br />METAL SIGN <br />3 1/2" FLANGED CHANNEL <br />SIGN POST PER Mn/DOT 3401 <br />C2.13 <br />17 <br />CHAIN LINK FENCEREFER TO PLAN FOR HEIGHTNOTES: <br />1. END, CORNER, AND PULL POSTS SHALL BE 4". <br />LINE POSTS SHALL BE 2 1/2". <br />2. ALL FENCING SHALL RECEIVE 2" x 2" #9 <br />GAUGE FABRIC UNLESS NOTED OTHERWISE. <br />3. LINE POSTS MAY BE AIR DRIVEN. <br />4. POST SPACING SHALL NOT EXCEED 10' O.C. <br />5. BOTTOM RAIL SHALL BE PLACED NO MORE <br />THAN 2" ABOVE FINISH GRADE.6"1 5/8" TOP RAIL <br />CHAIN LINK FENCE <br />1 5/8" BOTTOM RAIL <br />FINISH GRADE <br />CONCRETE MAINTENANCE STRIP <br />(UNLESS OTHERWISE NOTED) <br />CONCRETE FOOTING 12" x 48" <br />FOR END, CORNER, AND <br />PULL POSTS <br />18 <br />C2.13 <br />20 <br />C2.13 <br />CONCRETE MAINTENANCE <br />STRIP <br />1'-3"4"3"2"PLAN <br />SECTION <br />1/2" RADIUS <br />(TYPICAL) <br />FINISH GRADE AT MAINTENANCE STRIP <br />SHALL BE 1" ABOVE SOD AND FLUSH WITH <br />CONCRETE WALK WHERE APPLICABLE. <br />(2) #4 REBAR <br />1" DEPTH TOOLED CONSTRUCTION JOINT <br />TOPSOIL 1" BELOW CONCRETE <br />COMPACTED SUBGRADE <br />TOOLED CONSTRUCTION JOINT SHALL BE CUT <br />TO 1"DEPTH AND SHALL OCCUR AT EACH POST <br />AND AT MIDPOINT BETWEEN POSTS <br />POST <br />(2) #4 REBAR <br />20 <br />C2.13 <br />6 <br />C2.13 <br />ACCESSIBLE PARKING SIGN <br />POST WITH BREAKAWAY BASE2"60"-66" TO BOTTOM OF SIGN12"18"SIGN: WHITE LEGEND AND <br /> BORDER ON BLUE <br /> BACKGROUND FULLY <br /> REFLECTORIZED <br />POST TOP <br />METAL SIGN ACCORDING <br />TO MN STATE STATUTE <br />169.346 <br />2" X 2" 12 GAUGE SQUARE <br />POST PER Mn/DOT 3402 <br />PROVIDE "VAN-ACCESSIBLE" <br />LABELING (MNMUTCD R7-8b) <br />PROVIDE AT ONE STALL <br />NOTE: <br />SIGN SHALL BE PLACED NOT MORE THAN 96" FROM FACE <br />OR EDGE OF PAVEMENT AT THE ACCESSIBLE STALL. <br />BREAKAWAY SIGN BASE BOLTED TO CONCRETE <br />SURFACE - REFER TO SPECIFICATIONS <br />C2.13 <br />14 <br />DECORATIVE METAL FENCE <br />112" x 1 716" RIBBED CHANNEL RAIL <br />PICKET #1WM46 <br />3" TYPICAL512"7'-8"4'-0"FINISH GRADE4'-0"19 <br />C2.13 <br />C2.13 <br />20 <br />8 <br />C2.13 <br />DRIVEWAY APRON <br />CITY STANDARD PLATE 2002 <br />CONCRETE STAIRS AT <br />RETAINING WALL <br />EXPANSION JOINT <br />HANDRAIL CENTERED <br />ON 6" CURB <br />STAIR NOSING <br />REFER TO SPECS <br />EXPANSION JOINT <br />TURF <br />ALL HANDRAIL PIPE SHALL <br />BE 1-1/2" O.D. STD. PIPE <br />WELD AND GRIND SMOOTH JOINTS <br />STAIR NOSING (TYPICAL) REFER TO SPECS <br />TREAD REINFORCEMENT #3 <br />REBAR @ 16" O.C. <br />SLOPE DOWN @ 1/4" PER TREAD <br />COARSE BROOM FINISH <br />#4 REBAR @ 3" <br />FROM BOTTOM AND <br />EDGE OF FOOTING <br />#4 REBAR @ 16" O.C. <br />PREPARED SUBGRADE <br />8" SAND BASE <br />#4 CONTINUOUS <br />REBAR (TYPICAL) <br />EACH WAY <br />CAST SLEEVE TO <br />RECIEVE HANDRAIL <br />#4 REBAR (TYPICAL) <br />EXPANSION JOINT <br />CONTINUOUS NOSING BAR 2'-0" <br />16"534"6" <br />2'-0" <br />1'-0" <br />34" STAIR <br />SETBACK <br />2'-0" <br />SECTION A-A 1'-4"1'-6"1'-0" <br />TURF <br />TURF <br />6" CURB FLUSHWITH TOP OF STEPS6" CURB FLUSHWITH TOP OF STEPSPLAN VIEW <br />AA <br />21 <br />C2.13 <br />C2.13 <br />6 <br />C2.13 <br />6 <br />C2.11 <br />24 <br />C2.11 <br />24 <br />CONCRETE VALLEY GUTTER5 12"7"2'-0" <br />1'-0" <br />CONCRETE VALLEY <br />GUTTER <br />MIN. 6" AGGREGATE BASE <br />COURSE TO BE PLACED <br />BY PAVING CONTRACTOR <br />22 <br />C2.13 <br />12 <br />C2.13 <br />LANDSCAPE ARCHITECTURE SITE PLANNING CIVIL ENGINEERING <br />ANDERSON - JOHNSON <br />ASSOCIATES, <br />INC. <br />7575 GOLDEN VALLEY ROAD SUITE 200 MINNEAPOLIS. MN 55427 <br />FAX (763) 544-0531 PH (763) 544-7129 <br />DateRegistration Number <br />Check <br />Drawn <br />Date: <br />Comm <br />I hereby certify that this plan, specification or report was prepared by <br />me or under my direct supervision and that I am a duly Licensed <br />under the laws of the State of <br />Revisions <br />Description Date Num <br />Scale: <br />North <br />501 South Eighth Street <br />Minneapolis, MN 55404 <br />krausanderson.com | 612 332 7281 <br />MOUNDS VIEW <br />HIGH SCHOOL 2019 <br />IMPROVEMENTS <br />1900 Lake Valentine Road <br />ARDEN HILLS, MINNESOTA 55112 <br />4570 VICTORIA STREET N <br />SHOREVIEW, MINNESOTA 55126 <br />ISD #621: MOUNDS VIEW <br />PUBLIC SCHOOLS <br />PROFESSIONAL ENGINEER <br />MINNESOTA <br />C2.13 <br />NOT TO SCALE <br />DAR <br />MET <br />02/06/2019 <br />172270 <br />40180 02/06/2019 <br />DAVID A. REY <br />DETAILSSITE <br />Addendum #2 02/22/2019 1 <br />HEAVY DUTY PAVEMENT14"2" <br />2" <br />PAVEMENT EDGE AS <br />SHOWN ON PLAN <br />TYPICAL EDGE TREATMENT <br />WITHOUT CURB AND GUTTER <br />1.5" BITUMINOUS WEAR COURSE <br />TACK COAT <br />2.5" BITUMINOUS BINDER COURSE <br />10" AGGREGATE BASE COURSE <br />12" SUBGRADE PREPARATION <br />C2.13 <br />11
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