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RICH OF WAY <br />m <br />SIDEWALK <br />CONC. <br />RIBBON CURB <br />EXISTING <br />PAVEMENT <br />SECTION <br />FLAN <br />ELEVATION <br />NOSE DOWN CURB <br />WHEN THE ALGEBRAIC DIFFERENCE CF GRa0E3 <br />N THE DRIVEWAY 15 GREATER THAN OR EQUAL <br />TO S% A :0 FOOT VERTICAL CURVE SHALL BE REGUIRED. <br />CONTRACTION I <br />,JOINT <br />WARP NEW <br />TO MATCH EXISTING <br />W!THN 3 FEET. <br />2- 40 ON CENTER MAXIMM. <br />GI <br />SECTION 'A -A' <br />2 MIN <br />2' <br />SAWCUT <br />LOCATION <br />•.O" MIN <br />-A <br />1,""r PREMOLDED <br />.JOINT AL-ER <br />EXPANSION CONTRACTION <br />JOINT JOINT <br />CONTRACTION JOINT: <br />L SPACING SHALL MATCH WALK WIDTH UNLESS <br />SHOWN OTHERWISE. <br />2. JOINTS ADJACENT TO CURB SHALL MATCH CURB <br />JOINT SPACING. <br />EXPANSON JON, <br />L WHERE WALK BUTTS ANY CONANING, :AXED <br />OR EMBEDDED OBJEC` SJCH AS WAL_3, <br />STOOPS, MANHOLES, ETC. <br />t <br />CONCRETE CURB TRANSITION <br />f 50EwALK <br />CONTRACTION <br />JGJI`1 <br />CONCRETE DRIVE APRON <br />MILL EXISTING PAVEMENT NEW <br />TO MATCH NEW WEAR PAVEMENT <br />COURSE THICKNESS. SECTION <br />APPLY TACKCOAT. <br />ASPHALT PAVEMENT TRANSITION <br />'EDES'2 AN RAMPS <br />ARE REQUIRED <br />CONCRETE SIDEWALK AND SIDEWALK JOINTING <br />TYPICAL <br />CONC. :CURS <br />NO SCALE <br />S <br />F SIOEWA_< 15 EXi5TNC <br />OR PROPOSED <br />NO SCALE <br />NO SCALE <br />NO SCALE <br />NO SCALE <br />EXPANSION JOINT F� <br />ADJACENT C_JRB 1.>j <br />CONCI 12 TG <br />i S_ ✓PE <br />CURB <br />8612 CURS C ?.I <br />4NO GUT'EfZ 7 <br />CURB. <br />HEIGHT <br />TRANSrION <br />3' NOSE <br />DOWN CURB <br />3( 1-6 MN. <br />7 -6 <br />4-IALE ELEVATION <br />DrEN3i.75 TO =ACE OF CURS <br />ON PLANS ARE '0 THIS UNE <br />0 <br />RAMP TO HAVE DETECTAB_N '7 <br />WARNING SURFACE PER Ai'E2i.7AN v 5 <br />DISA3LITIES ACT 47.7 <br />ADA PEDESTRIAN RAMPS SHALL <br />BE CAST iRON. <br />ACCESSIBLE CURB RAMP <br />,:/2 2AD. <br />2A✓\ <br />f /I /A <br />-0 <br />1_ <br />'.ARIES SEE PLAN <br />ti <br />ACCESSIBLE CURB RAMP <br />MIN je <br />3 MIN, <br />PLAN <br />WALK 6',0TH <br />VARIES <br />5E PLANS <br />A <br />0 <br />SLOPE :FT. Ar. <br />SECTION A <br />11N 6' -0" LENGTH R6226 T fi <br />MEIN <br />5 <br />ACCESSIBLE CURB RAMP <br />6 <br />NOSCALE <br />NUR <br />v <br />3 6OSEDO'6N CU05 <br />C7.i �B612 .726 <br />7 AND <br />NOSCALE <br />B6 2 <br />NOSCALE <br />_7 +265'6 T3 HAVE GETECT.60LE <br />5 WNRNN„ SURFACE 662 Ar'ERCAN <br />DISABILITIES ACT 4. 7.7 <br />ADA PEDEST256N 22MP0 <br />B6 CAST IRON. <br />4 <br />0 <br />0 <br />5,6 2 3/8" <br />00000 <br />00000000 <br />00000000. <br />00000000 <br />000 00000 <br />5/16" <br />-0,IE (1 <br />15/I6," <br />513 <br />DOME SPACING <br />PLAOE THE DETECTABLE 'WARNINGS f4orCA.TE7 DOMES) 2" BEHIND THE BACK OF CLR3. <br />WHEN `HE 'DETE,TABLE WARNING SYSTEM '5 A P2ECA.51 MATERIAL, THE CURB SHALL BE <br />HAND 572`20 TO AL_ THE GAP. <br />2.2AMP TO HAVE DETE C TABLE WARNING S);2 662 PER AMERICAN DSASS 165 ACT 4.2a,? <br />ADA PEDESTRIAN 06MP5 SHALL BE CAST IRON. <br />CONCRETE TYP. <br />SEC T ON <br />A,GREG:ATE <br />SA5E <br />DETECTABLE WARNINGS ADA 4.7.7 <br />NO SCALE <br />CONCRETE RIBBON CURB THICKENED BITUMINOUS EDGE <br />NO SCALE AND CONCRETE SURFACE NO SCALE <br />REVERSE GJTTER SLOPE 63622 <br />THE PAVEMENT SLOPES AWAY <br />5205 CURB. MATCH PAVET'tEN <br />G2ADE <br />cr TO FACE OF CURB <br />ON PLANS ARE TO T2S LINE <br />6" CONCRETE CURB <br />AND GUTTER <br />CONCRETE APRON SECT'ON- 3,70E PE2 T <br />1 P:.. <br />12 <br />50% -65% <br />7F 5602 DIAMETER <br />DOME SECTION <br />-BITUMINOUS SURFACE <br />el'UMNOUS <br />1 TYP. SECTION <br />-1" RA <br />3U1L�iNC <br />W ALL <br />ti <br />AGGREGATE BASE <br />NO SCALE <br />3" HIGH CURB CURB AT DRIVE -THRU <br />NO SCALE <br />0 <br />4 <br />0 <br />INSTALL O^J CONTOUR AT CONSTANT ELEVATION. <br />02265 _:.C 0600I221EN7 <br />GE7 r TYPE <br />ETHGD OF ATTACHMENT <br />ANCHORING <br />2 GS7 S <br />SACKING =0R HEAVY 0:0 AP?L;CAtOr.S <br />SILT FENCE <br />5. 5' 262)75 <br />1 F NEEDED <br />ve r t <br />=S <br />c`1:•`%�• J <br />r <br />I <br />II► 5" L EP1H <br />50' 11~ LECT5 <br />MNE'1UM DIA. <br />ASHED RC:K <br />WIDTH <br />18' M:N6IUM OUT <br />G'F= 2225 E SLT 1 <br />FENCE IS NEEDED <br />GEO`EXI :LE SEPAR 'O2 FARR,. <br />p2 3" GRANULAR DRAINAGE <br />FILL 6_A• 75 UNDER ROCK <br />VEHICLE TRACKING PAD <br />MEET3 1 N/251 SPECIFICATION 383 .F 'STORM DRAIN <br />INLET PRO". ALTER 546 WEER" <br />DESIGNED FOR NEENAH 2- 3250 -6 CR R- 3250 -I (1NDOT <br />501) 2217E CASTING <br />INFRA 56E2 27" 763215 COLLECTION CE ICE <br />A$ ruNUPACIUrag 9Y zcu .11/1 41eNTAt. -ays <br />ALTERNATIVE ALLOWED AS APPROVED BY PERMITTING 2UTH02525 <br />INLET PROTECTION <br />77 PACTED f <br />S.8 2202 PROVIDE WHITE PAINTED SY'^BOL AT EACH ACCESSIBLE STALL. CENTER N <br />STALL EACH 'WAY. <br />PROPORTIONAL LAYOUT SHALL CONFORM TO 23 C2 PART 36, APPENDIX A. <br />4.30.7 'PIG <br />LNE WDTH SHALL 3E NOMINALLY I/15 0 7/226LL HE ?4:'1 <br />INTERNATIONAL SYMBOL <br />OF ACCESSIBILITY <br />`-EMERGENCY <br />OVERFLOW PORTS <br />SILT RENO <br />NEEDED <br />NO SCALE <br />NO SCALE <br />HOPE INSERT BASKETS <br />SHOWN W OuT FIL `E4 5272 <br />400 MI,'RON FILTER BAGS <br />REOU NSD_ BASKETS <br />NO SCALE <br />NO SCALE x <br />V`. <br />CERTIFICATION <br />:license n PE P" 946 <br />ignauae shave 4 a :seta' reproduc:rm <br />a otos. `Net +pied copy ^f cfie <br />fle ac Land Encneernq <br />,ices and s avaiable upon <br />0 <br />11 <br />Z <br />Z <br />Z <br />t <br />11. <br />CI 17: <br />L Z <br />8 <br />A w <br />E 7. V <br />j <br />tr) iT) <br />C7.1 <br />MCD08053 <br />=r. <br />0 <br />57 <br />