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/REVISIONS BY\ <br />YMCA - LINO LA <br />B612 CURB TYPICAL <br />NOTE: <br />- ALL CURB AND GUTTER TO BE 8612. <br />UNLESS NOTED OTHERWISE. <br />- INSTALL CURB AS TIP IN OR TIP OUT <br />AS REQUIRED. <br />MN/DOT D412 CONC. CURB k GUTTER <br />NO SUM <br /><ES <br />DESIRED 101111631 <br />OUTER LIMITS OF <br />CONCRETE WALK <br />0 <br />4y. CONCRETE .d <br />• WALK <br />• <br />4 <br />2 <br />WAR. WIDTH CURB 4 <br />Al <br />PLAN VIEW OF DIAGONAL RAMP <br />6'3' (6" CURB I <br />6' 3".16" CURB I <br />4' 2' (4" CURB) ' 4' 0" MIN. ©.' Cr' 14" CURB ) <br />A. <br />PLAN VIEW OF PERPENDICULAR RAMP <br />503 - 653 <br />OF BASE DIAMETER <br />SECTION A -A <br />ROUND ALL <br />SLOPED <br />INTERSECTIONS. <br />10275' - 1.43759 <br />//AN- DOME SECTION <br />1 5/8" -2 3/8` 15/16 "TTP.( <br />0.625" - 2.375°. j 4776 10.53759 <br />0 <br />00000000 N <br />00000000 <br />eeoe CO <br />1 5/8" -2 3'a- <br />0.625• - 2.3759 <br />IF THE PATH OF TRAVEL ' X 95 4 FT.OR GREATER, USE <br />0.10 TO 0.08 FT. /FT. SLOPE FOR THE FLARED 5105.. IF <br />X 'I5 LE55 THAN 4.FT- THEN THE FLARED 510E SLOPE <br />MUST NOT EXCEED 0.08 57.151.. <br />15/16•LTYPa <br />(0.6375") <br />DOME SPACING <br />t 6" CURB & 0.06 FT./FT. SLOPE ) I 4' 0" MI6' 3" 6.3.. <br />N. © I _ 16" CURB & 0.06 FT./FT. SLOPE ) <br />4' 2" 4' 2„ <br />(4" CURB • 0.06 FT./FT. SLOPE) ELEVATION OF RAMP (4" CURB & 0.06 51./57. SLOPE 1 <br />NOTES: <br />TO COMPLY WITH THE AMERICANS WITH DISABILITIES ACT (DAL ALL STATE AND LOCAL AGENCIES ARE REGUO7ED TO COMPLY WITH THIS <br />STANDARD PLATE. <br />5/8' MIN. <br />(0.625.7 <br />• <br />TIE CURB AND CURB TRANSITION ON TIE RAMP WILL BE PAID FOR AS LINEAR FEET OF CONCRETE C1.1116 OR CONCRETE CURB AND GUTTER. THE <br />RAMP AREA WILL BE PAID FOR AS CONCRETE WALK EXCLUDING THE TRUNCATED DOLE AREA W)BCH WILL BE PAID FOR AS TRUNCATED DOMES <br />BY THE SQUARE 5007. BIKE TRAILS SMALL HAVE TRUNCATED DOMES ACROSS THE ENTIRE WIDTH OF TRAIL WHEN THE TRAIL CROSSES A ROAD. <br />DOMES ARE NOT TO 65. USED ON SIDEWALKS OR TRAILS WHEN CROSSING ALLEYS OR DRIVEWAYS. <br />©1/2 INCH PREFORMED JOINT FILLER MATERIAL. AASHTO M 213. <br />0 WHEN POSSIBLE, PROVIDE A CLEAR PATH OF TRAVEL 4.0" WIDE BEHIND THE PEDESTRIAN RAMP. A RELATIVELY FLAT C X 4' LANDING WILL <br />ALLOW WHEELCHAIRS TO NAVIGATE AROUND THE PEDESTRIAN RAMP. NO SIGNALS. SIGNS.CABDETS. OR OTHER OBSTRUCTIONS ARE ALLOWED W THE <br />RAND OR PATH OF TRAVEL <br />0 WNEN A HEDIAN I5 N07 WIDE ENOUGH FOR TWO PEDESTRIAN RAMPS AND A 48" LANDING BETWEEN THEN, TIE. PEDESTRIAN CROSSING SHALL <br />BE CUT THROUGH THE MEDIAN AT STREET LEVEL. <br />Q PLACE ME DETECTABLE WARNINGS (TRUNCATED DOLES) AT THE BACK OF CURB. MIEN T)5. DETECTABLE WARNING SYSTEM 15 A PRECAST <br />MATERIAL THE CURB SHALL BE HAND FORMED TO FILL THE DAP. <br />() ADA REWIRED TRUNCATED 0011E AREA SHALT. BE 2.O" LION. IN DIRECTION OF TRAVEL AND SHALL EXTEND DE FULL WIDTH (2'O" OR 49Y' T15.1 <br />OF THE CURD RNA'. THIS V Cr BY 3'D' OR 4'0' WIDTH (TYPJ TRUNCATED OOZE AREA SHALL CONTRAST VISIW.LY WITH TIE ADJACENT WALK- <br />ING- SURFACE TIE ENTIRE TRUNCATED DOLE AREA SHALL BE A LIGHT (GRAY OR BUFF TYPICALLY) COLOR WHEN THE ADJACENT SIDEWALK IS A <br />DARK COLOR. TIE ENTIRE TRUNCATED DOLE AREA SHALL BE A DARK COLOR (RED OR DARK CRAY TTPICALLY)WNEN THE ADJACENT SIDEWALK IS <br />A LIGHT GRAY CEMENT COLOR <br />® 4'0' MIN. FOR 14(1 CONSTRUCTION. 3.0' ALLOWED TO STAY IN PLACE FOR RETROFIT PROJECTS. IN SITUATIONS WHERE TIE CURB CUT WIDTH <br />EXCEEDS 4'0". THE DETECTABLE WARNINGS SHALL EXTEND TIE FULL WIDTH. <br />APPROVED FEB. 20. 2004 <br />STATE DESIGN ENDOW <br />STATE OF MINNESOTA <br />DEPARTMENT or TRANSPORTATION <br />PEDESTRIAN CURB RAMP <br />FOR THE HANDICAPPED <br />SPECIFICATION <br />REFERENCE <br />2521 <br />1 <br />MINK DAR <br />4 -14 -2004 <br />STANDARD <br />PLATE <br />7036E <br />1 OF 2 <br />¢EEHIVE OR FRENCH DRAIN 5110785./1014 <br />TYPE* <br />7 <br />OVERLAP GEOTEX7ILE <br />FABRIC B" AND FASTEN <br />WOOD OR <br />STEEL FENCE <br />POSTS 8' -0' 0.C. <br />EXISTING GROUND <br />i'. <br />ENGINEERING FABRIC <br />(MIRAF1 ENVIRO -FENCE <br />OR APPROVED EQUAL) <br />OF WIRE MESH REINFORCEMENT <br />BAC KT 4 POSTS ARE 4' -0' 0.C.) <br />A. <br />BURY BOTTOM. 6' <br />OF FABRIC <br />CONTRACTOR IS RESPONSIBLE FOR REMOVAL OF. ALL <br />EROSION CONTROL MATERIALS FOLLOWING TURF. ESTABLISHMENT <br />COST FOR REMOVAL INCIDENTAL TO THE CONTRACT. <br />HEAVY DUTY EROSION CONTROL <br />SILTFENCE FOR BEEHIVE CATCHBASINS <br />AND AS NOTED ON PLANS • • . <br />NEW CATCNBASIN PROTECTION <br />samAmAtAALessArmasememeaminsalmosa <br />W <br />8 <br />05. <br />0_ <br />J <br />DAMN <br />BOB <br />BOB <br />DAR <br />10 -10 -2005 <br />YMCA SCALE HORIL <br />N/A N/A <br />JOB NO. <br />05513 <br />PAGE <br />SHEET <br />C1.03 <br />