Laserfiche WebLink
YMCA <br />B612 CURB TYPICAL <br />CYILF•0.0474 <br />LF /CY ° 21.1 <br />NOTE <br />- ALL CURB AND GUTTER TO BE B612. <br />UNLESS NOTED OTHERWISE. <br />- INSTALL CURB AS RP IN OR TIP OUT <br />AS REQUIRED. <br />'f _AK <br />t0 ■/z11 <br />MN /DOT D412 CONC. CURB & GUTTER <br />E6 SCALE <br />BEEHIVE OR FRENCH DRAIN PROTECTION <br />TYPEA <br />OVERLAP GEOTEXT1LE <br />FABRIC 6° AND FASTEN <br />WOOD OR <br />STEEL FENCE <br />POSTS 8' -0' O.C. <br />EXISTING GROUND <br />ENGINEERING FABRIC <br />(MIRAFI ENVIRO -FENCE <br />OR APPROVED EQUAL) <br />WIRE MESH REINFORCEMENT <br />(OPT. IF POSTS ARE 4' -0" 0.1.) <br />BACKFILL <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 CATCHBASIN PROTECTION <br />Ip.r capon:. <br />esennurrenspluctsumwasomennrotommosvneeunma <br />CO MVO= MOLL MID. MAC Arr.." CUWACTS MPS PIACEUENT. <br />/REVISIONS B\ <br />3 <br />0 g. <br />0 <br />>- <br />(Z <br />J <br />J <br />DRAWN <br />BOB <br />01E0(ED <br />808 <br />091E <br />10 -10 -2005 <br />`91109L SCALE HOR!Z. <br />N/A N/A <br />.pe Ho. <br />05013 <br />6000 PAGE <br />SHEET <br />01.03 <br />\ ai SHEETS,/ <br />A <br />' 8• <br />DESIRED MINIMUM A <br />3.r OUTER LIMITS OF <br />/ /// y/k • <br />/ <br />, <br />Tr <br />4.Ox <br />- <br />2 <br />WALK <br />- CONCRETE WALK -3, <br />e;r ♦♦♦ /,, / y R • <br />• ♦ 4'0" <br />Q <br />CONCRETE �, .♦ ♦♦ <br />, <br />\ / <br />5 B' <br />RUNT <br />a <br />, <br />E -.. ...L.... <br />5 8^ <br />5 <br />O <br />BACK OF CURB <br />i o <br />T <br />5 8• 1 m <br />1 a'u <br />1 <br />I `n La <br />1 <br />FRONT FACE'. l 11 rl11117: <br />OF CURB '17.11: <br />• <br />m 1 <br />- ' 1 <br />v � 1 <br />�v 1 <br />1 <br />••- <br />.:IF G. .. <br />S 8' <br />) <br />t 6,,8t*.y„,.,� ® 6.-5° <br />•'O. <br />4'2•, ' °•TW I Q (6' C<1R8 6' 3" 16" CURB 1 _I ( 5' 3" -16" CURB i <br />f q,. 4. 0" MIN. ® A' <br />L <br />CURB / VAR. WIDTH CUftO A. Z i0 4,2" (4" CURB 1 4.0" MIN. © 4.2" 14" CURB ) <br />I A.4] A PLAN VIEW OF PERPENDICULAR RAMP <br />PLAN VIEW OF DIAGONAL RAMP SDX - 65X <br />'...-Q-A• <br />OF BASE DIAMETER <br />- <br />CURB OR <br />CURB AND GUTTER • <br />5.4" 16" CURB 1 X = 4.0" DESIRABLE ° <br />3.4" 14" CURB 1 <br />7/e -1 T /I6' <br />C0.8T5. - 1.43T5 °1 <br />_ •. -..- ... :.�.. -- '.. <br />DOME SECTION <br />_ ,. <br />OA2 F T./FT. MAX. Q 15/8' -23/8" <br />-...::::t..4.".:.;11: CONCRETE WALK 0.625" - 2.375 "I <br />O 0.08 FTJFT, OR FLATTER 30 <br />SECTION A -A 15/8• -23/8° <br />Q.628 °- 2.375 "1 <br />159375 °1P,7 <br />EOME RYPI i- <br />. 0 0 0 0 0 0 0 • • <br />0000• N <br />oaoa00000• <br />•0000••00• L <br />15 /16 "CTYP.1 5/8 MIN. 5/6° MIN. <br />IF THE PATH OF TRAVEL 'X 'I5 4 FT.OR GREATER 10.9375 "> 10.625°7 <br />R. <br />ROUND ALL 0.10 TO 0.08 FT./FT. SLOPE FOR THE FLARED SIDE. IF DOME SPACING <br />[SLOPED 'X '15 LESS THAN 4 FT_ THEN THE FLARED SIDE SLOPE <br />INTERSECTIONS. MUST 401 EXCEED 0.08 F1J11.. <br />I6,3" <br />16" CURB & 0.08 FT. /FT. SLOPE 1 II 4' 0" MIN. © _ <br />G. 3..,. <br />16" 0058 & 0.08 FTJF T . SLOPE 1 <br />4.2" 4.2" <br />14" CURB & 0.08 FT. /FT. SLOPE 1 ELEVATION OF RAMP 14" CURB & 0.08 FTJFT. SLOPE 1 <br />NOTES: <br />TO COMPLY WITH THE AMERICANS WITH DISABILITIES ACT (ADA). ALL STATE AND LOCAL AGENCIES ARE REQUIRED TO COMPLY WITH THIS <br />STANDARD PLATE. <br />THE CURB AND CURB TRANSITION ON THE RAMP WILL BE PAID FOR AS LINEAR FEET OF CONCRETE CURB OR CONCRETE CURB AND CUTTER. THE <br />RAMP AREA WILL BE PAID FOR AS CONCRETE WALK EXCLUDING THE TRUNCATED DOME AREA WHICH WILL BE PAID FOR AS TRUNCATED DOMES <br />BY THE SQUARE FOOT. BIKE TRAILS SHALL HAVE TRUNCATED DOMES ACROSS THE ENTIRE WIDTH OF TRAIL WHEN THE TRAIL CROSSES A ROAD. <br />DOMES ARE NOT TO BE USED ON SIDEWALKS OR TRAILS WHEN CROSSING ALLEYS OR DRIVEWAYS. <br />0 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 4' X 4'1ANDWG WILL <br />ALLOW WHEELCHAIRS TO NAVIGATE AROUND THE PEDESTRIAN RAMP. NO SIGNALS. SIGNS. CABINETS. OR OTHER OBSTRUCTIONS ARE 4LL0WE0 IN THE <br />RAMP OR PATH OF TRAVEL <br />O wHEN 4 MEDIAN IS NOT 11100 EN0009 FOR 180 PEDESTRIAN RAMPS AND A 48" LANDING BETWEEN THEM. THE PEDESTRIAN CROSSING SHALL <br />BE CUT THROUGH THE MEDIAN AT STREET LEVEL. <br />0 PLACE THE DETECTABLE WARNINGS (TRUNCATED DOMES) AT THE BACK OF CURB. WHEN THE DETECTABLE WARNING SYSTEM 10 A PRECAST <br />MATERIAL THE C1XR8 SHALL BE HAND FORMED 70 FILL THE GAP. <br />CI ADA REQUIRED TRUNCATED DOME AREA SHALL BE 2'0" MIN. IN DIRECTTDN OF TRAVEL AND SHALL EXTEND THE FULL WIDTH Cr Cr. OR 4' 0" TYPJ <br />OF THE CURB RAMP. THIS 2.0" DY 3'D• OR 4'0" WIDTH (TYP.) TRUNCATED DOME AREA SHALL CONTRAST VISUALLY WITH THE ADJACENT WALK- <br />ING SURFACE. THE ENTIRE TRUNCATED DOME AREA SHALL BE A LIGHT (GRAY OR BUFF TYPICALLY) COLOR WHEN THE ADJACENT SIDEWALK IS A <br />DARK COLOR, THE ENTIRE TRUNCATED DOME AREA SHALL BE A DARK COLOR (TED OR DARK GRAY TYPICALLYI WHEN THE ADJACENT SIDEWALK I5 <br />A LIGHT GRAY 0181117 COLOR. <br />© 4.0" 814. FOR New CONSTRUCTION. 3' 0° ALLOWED TO STAY IN PLACE FOR RETROFIT PROJECTS. IN SITUATIONS WHERE THE CURB CUT WIDTH <br />EXCEEDS 4.0", THE DETECTABLE WARNINGS SHALL EXTEND THE FULL WIDTH. <br />APPROVED FEB. 20. 2004 <br />Vv�i Li_ <br />01615 005104 ENGINEER <br />STATE OF MINNESOTA <br />DEPARTMENT OF TRANSPORTATION <br />PEDESTRIAN CURB RAMP <br />FOR THE HANDICAPPED <br />SPECIFICATION <br />REFERENCE <br />2521 <br />2531 <br />STANDARD <br />PLATE <br />7036F <br />1 OF 2 <br />AEV5(09 RATE <br />4 -14 -2004 <br />BEEHIVE OR FRENCH DRAIN PROTECTION <br />TYPEA <br />OVERLAP GEOTEXT1LE <br />FABRIC 6° AND FASTEN <br />WOOD OR <br />STEEL FENCE <br />POSTS 8' -0' O.C. <br />EXISTING GROUND <br />ENGINEERING FABRIC <br />(MIRAFI ENVIRO -FENCE <br />OR APPROVED EQUAL) <br />WIRE MESH REINFORCEMENT <br />(OPT. IF POSTS ARE 4' -0" 0.1.) <br />BACKFILL <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 CATCHBASIN PROTECTION <br />Ip.r capon:. <br />esennurrenspluctsumwasomennrotommosvneeunma <br />CO MVO= MOLL MID. MAC Arr.." CUWACTS MPS PIACEUENT. <br />/REVISIONS B\ <br />3 <br />0 g. <br />0 <br />>- <br />(Z <br />J <br />J <br />DRAWN <br />BOB <br />01E0(ED <br />808 <br />091E <br />10 -10 -2005 <br />`91109L SCALE HOR!Z. <br />N/A N/A <br />.pe Ho. <br />05013 <br />6000 PAGE <br />SHEET <br />01.03 <br />\ ai SHEETS,/ <br />