|
HACK OF CURB / ''I�
<br />FLOW LINE O 0" 0" Q
<br />FRONT OF GUTTER
<br />A
<br />PERPENDICULAR
<br />A-11
<br />0
<br />NON -WALKABLE OR S NON WALKABLE OR
<br />WALKABLE SURFACE-. WALKABLE
<br />A 4
<br />O O
<br />FLARE FLARE
<br />Q p', I O., (DA
<br />TIERED -PERPENDICULAR
<br />C T
<br />5
<br />0- - ---O
<br />O D D.. (
<br />C
<br />PARALLEL
<br />CURB OR VAR.
<br />CURB AND GUTTE R,
<br />VA`R- _
<br />G.. a D.OS FT./ T. !
<br />CONCRETE 5 D.OA3 FT,JFT
<br />WALK
<br />sEortoN a -A
<br />PERPENDICULAR/TIERED/CIAGONAL
<br />CURB OR
<br />EORB AND GUTTER
<br />/4" R- A R!
<br />I
<br />�VAR.
<br />� -- -
<br />6„
<br />> .F7-!
<br />CONCRETE OO FT./
<br />WALK 50.05 FT JF7 F
<br />F///,
<br />F////
<br />SECTION B-B
<br />FAN
<br />CURB 0R
<br />LIAR AND C
<br />�m
<br />A. }.,,I
<br />$oN
<br />WALK
<br />S 8Y,-1O% FLARE
<br />O On
<br />NON-WRLNABLE
<br />OR WALKABLE DIAGONAL
<br />SURFACE 2%
<br />MAX. 0 SHALL ONLY BE USED AFTER ALL
<br />FAN@ P OTHER CURB RAMP TYPES HAVE BEEN
<br />EVALUATED AND DEEMED IMPRACTICAL
<br />B%-lU'/. FLARE
<br />NOTES:
<br />LANDINGS SHALL BE LOCATED ANYWHERE THE PEDESTRIAN ACCESS ROUTE {PARICHANCE5
<br />R AT T P T pI ECTION. HE TO OF RAMPS THAT HAVE RUNNING SLOPES GREATER THAN 5.0%.
<br />AND IF THE APPROACHING WALK 15 INVERSE GRADE GREATER THAN 2%.
<br />TNT T JAL CURB RAMP LANDINGS SHALL BE CONSTRUCTED WITHIN IS' FROM THE BACK
<br />OF CURB. WITH 6' FROM THE BACK OF CURB BEING THE PREFERRED DISTANCE. ONLY
<br />APPLICABLE WHEN THE INITIAL RAMP RUNNING SLOPE IS OVER 5AX..
<br />SECONDARY CURS RAMP LANDINGS ARE REQUIRED FOR EVERY 30, OF VERTICAL RISE
<br />WHEN THE LONGITUDINAL RUNNING SLOPE IS GREATER THAN 5.0%
<br />CONTRACTION JOINTS SHALL BE CONSTRUCTED ALONG ALL GRADE BREAKS WITHIN THE PAR, 1/1" DEEP
<br />VISUAL JOINTS SHALL BE USED AT THE TOPS OF CONCRETE FLARES ADJACENT TO WALKABLE SURFACES
<br />ALL GRADE BREAKS WITHIN THE PAR SHALL BE PERPENDICULAR TO THE PATH OF TRAVEL THUS BOTH
<br />SIDES OF A SLOPED WALKING SURFACE MUST BE EQUAL LENGTH. IE%CEP7 AS STATED IN 6 BELOW.
<br />TO ENSURE INITIAL AMPS AND INITIAL LANDINGS ARE PROPERLY CONSTRUCTED LANDINGS R
<br />SHALL BE CAST SEPAR AIEL Y. FOLLOW SIDEWALK REINFORCEMENT DETAILS W4 SHEET 6 AND
<br />THE ADA SPECIAL PRN15ION5 -PROSECUTION OF WORK IAOAI.
<br />TOP OF CURB SHALL MATCH PROPOSED ADJACENT WALK MACE.
<br />Y
<br />WHEN SHE BOULEVARD G 4' WIDE L LESS. THE TOP OF CURB TAPER SHALL MATCH THE RAMP
<br />T SLOPES 0 REDUCE NEGATIVE BOULEVARD SLOPES FROM THE TOP BACK OF CURB TO THE PAR.
<br />ALL RAMP TYPES SHOULD RAVE A MINIMUM 3'LONG RAMP LENGTH.
<br />+'MINIMUM WIDTH OF DETECTABLE WARNING IS RECUIRED FOR ALL RAMPS, DETECTABLE WARNINGS
<br />SHALL CONTINUOUSLY EXTEND FOR A MIN.OF 24" IN THE PATH OF TRAVEL,DETECTASLE
<br />WARNING TO COVER ENTIRE WIOTR OF SHARED -USE PATHS AND THE ENTIRE PAR WIDTH OF
<br />THE WALK. DETECTABLE WARNING SHOULD BE 6" LESS THAN THE PAR/TR0.1L WIDTH. ARC
<br />LENGTH OF RgOi■L DETECTABLE WARNINGS SHOULD NOT BE GREATER THAN 20 FEET,
<br />RECTANGULAR DETECTABLE WARNINGS SHALL RE SETBACK 3" FROM THE BACK OF CURB -RADIAL
<br />EETECTABLE WARNINGS SHALL BE SETBACK 3" MINIMUM TO 6" MAXIMUM FROM THE BACK OF CURB.
<br />© MATCH FULL HEIGHT CURB.
<br />2Q 4' MINIMUM DEPTH LANDING REQUIRED ACROSS TOP OF RAMP,
<br />7Q 3" HIGH CURB WHEN USING A 3- LING RAMP, I" HIGH CURB WHEN USING A 4' LONG RAMP.
<br />4 SEE SHEET 4 OF 6 TYPICAL SIDE TREATMENT OPTIONS FOR DETAILS ON FLARES
<br />AND RETURNED CURBS, WHEN INITIAL LANCING IS AT FULL CURB HEIGHT.
<br />5 DETEC7ABLf WARNINGS MAY BE PART OF THE 4 ' X 4'MIN. LANDING AREA IF IT IS NOT
<br />FEASIBLE T4 CONSTRUCT THE LANDING OUTSIDE OF THE DETECTABLE WdRNINC AREA.
<br />6 THE CRATE BREAK SHALL BE PERPENDICULAR
<br />70 THE BACK OF WALK. T 7475 WILL ENSURE
<br />O
<br />THAT THE GRADE BREAK S P HP NPIC AR 7 TH DIRECTION OF TRAY YP CA FO A E PE U E4 I E E uA P E UI EC I EBLE. / L R ALL(
<br />Q WHEN ADJACENT TO CRASS, GRADING SHALL ALWAYS 8E USED WHEN FEASIBLE.V CURB,
<br />IF USED, SHALL BE PLACED OUTSIDE THE SIDEWALK LIMITS WHEN RIGHT GF WAY ALLOWS.
<br />WHEN AO J0.CENT TO PARKING LOTS, CONCRETE OR BITUMINOUS TAPERS SHOULD BE USED
<br />OVER V CURB TO REDUCE TRIPPING HAZARDS AND FACILITATL SNOW & ICE REMOVAL.
<br />8 A Y'MIN TOP RADIUS 1,1111 BREAK REQUIRED TO BE CONSTRUCTIBLE,
<br />9 PAVE FULL WALK WIDTH.
<br />"S" SLOPES ON FANS SHALL ONLY BE USED WHEN ALL OTHER FEASIBLE OPTIONS HAVE BEEN
<br />W
<br />EVALUATED AND DEEMED IMPRACTICAL.
<br />LEGEND
<br />THESE LONGITUDINAL SLOPE RANGES SHALL BE THE STARTING POINT. IF SITE
<br />COWRIE
<br />ON WAR ANT LONGITUDINAL P U T❑ 3% OR FLATTER All D-
<br />15 R UPI AE SLOPES P 8. L ER E
<br />INDSCATES PEDESTRIAN R MP - 5 P SHA BETWEEN 5 A LO E LL EC
<br />5.0% MINIMUM AND 8.3% MAXIMUM 1N THE DIREL TION SHOWN
<br />AND THE CROSS SLOPE SHALL NOT EXCEED 2.OX.
<br />TINDICATES PEDESTRIAN RAMP - SLOPE SHALL BE GREATER
<br />THAN 2,C% AND LE55 THAN S.OY. FN THE DIRECTION SHOWN
<br />ANO CI1055 SLOPE SHALL NOT EXCEED 2.02.
<br />LANDING AREA - 4'X 4'MIN.IS'x 5' MIN. PREFERRED( DIMENSIONS AND MAX
<br />2.07 SLOPE IN ALL DIRECTIONS. LANDING SHALL BE FULL WIDTH OF INCOMING PARS.
<br />%" CURB HEIGHT
<br />WALK jk�rvrlrio-" ,}y111U1J'SECTION C-C A11.1Eo,
<br />PARALLEL/DEPRESSED CORNER STATEDfSIGNENWREEP 1-2'
<br />PLACE DETECTABLE
<br />FACE OF CURB/PROJECTCD WARNINGS ENTIRE
<br />` FACE OF CURB WALK/PATS WHYS
<br />______
<br />LANDING: g4�+, MATCH INPLACE
<br />Of CURE HEIGHT MATCH INPLALE
<br />WALKABLE WALKABLE C O CURB HEIGHT DETECTABLE
<br />FLARE SNAP FLARE CMT6 _ _ _ _ _ _ _ _ _ _ - _ _ _ _ _ _ _ _ _ _ BPC'A DF C B I WARNMLS
<br />WALKABLE WALKABLE I4AER '
<br />SURFACE e_l6'/. 8-]0% SURFACE O 11 pPER I® t�LANIIIT
<br />ONCRETE m ONLRET I CUSS FLARE FLARE O © I e- �v.
<br />2 1 2 CURB 1 RAIL
<br />rAPeR CiYRe T pPEH D ..
<br />3" MINIMUM CURB HEIGHT, 4" PREFERRED I 4'E.5' CROSSING
<br />PAYED FLARES (MEASURED Al FRONT FACE OF CURBI _ SURFACE -•
<br />ADJACENT TO WALKABLE SURFACE i v
<br />FOR A M[N. 6" LENGTH IMEASURLV ALONG FLOW LINE(
<br />DETECTABLE EDGE WITH EQ
<br />LANDING; CURB AND GUTTER PEDESTRIAN
<br />GATEARM
<br />EDGE OF
<br />NON -WALKABLE R�NCRETF
<br />NON-WALKABLE ROAD 13
<br />SURFACE SURFACE RAILROAD
<br />lT6 Is T GATE ARM O DETECTABLE
<br />CONCRETECO�T 6 I WARNINGS
<br />FLARE ILIRIJ 1'MINIMVM
<br />6 7 F _,4_,.._
<br />PAVED FLARES 6 ' 6 0 RAILROAD CROSSING
<br />ADJACENT TO NON -WALKABLE SURFACE1. PLAN VIEW
<br />EKE OF
<br />ROAD
<br />7 NOTES:
<br />.......... SEE STANDARD PLATE 7038 AND THIS SHEET FOR ADDITIONAL DETAILS ON DETECTABLE WARNING,
<br />RADIAL DETECTABLE WARNING RECTANGULAR DETECTABLE WARNING A WALKABLE SURFACE I5 DEFINED AS A PAVED SURFACE ADJACENT TO A CNRB RAMP WITHOUT
<br />RAISED OBSTACLES THAT COULD MISTAKENLY BE TRAVERSER BY A USER WHO VISUALLY IMPAIRED.
<br />LANDING
<br />DETECTABLE EDGE WITHOUT C RS AND GUTTER CONCRETE FLARE LENGTHS ADJACENT TO NON -WALKABLE SURFACES SHOULD BE LESS THAN E'LONC
<br />MEASURED ALONG THE RAMPS FROM THE BACK OF CURE.
<br />1 0' CURB HEIGHT.
<br />R D
<br />AMP
<br />NON -WALKABLE NON -WALKABLE 2 FULL CURB HEIGHT.
<br />SURFACE _e 1.6R SURFACE DS 2'FUR 4" HIGH CURB AND 3- FOR E" HIGH CURB.
<br />GRADED GRADED
<br />4 SIDE TREATMENTS ARE APPLICABLE TO ALL RAMP TYPES AND SHOULD 8E IMPLEMENTED AS ONNrrnrCMAINTENANCE
<br />AS FIELD
<br />'FLARE m FLARE F Q CONDITIONS DICTATE. THE ENGINEER SHALL. DETERMINE THE RAMP SIDE TREATMENTS BASED ON MAINTENANCE
<br />., .�.�,/." „r OF BOTH ROADWAY AMU SIDEWALK. ADJACENT PROPERTY CONSIDER 0.TION5. AND MITSGA 7ING CDN57RUC TION IMPACTS .
<br />3 3 1i' 2 1 2 5 TYPICALLY USED FOR UEDIANS AND [SLANTS.
<br />d 9
<br />\�' 6- WHENF PROPOSED. H R T l F ■ T NO CONCRETE CARES APE RG GSEP,T E CONS E E WALK SHALL $E FORMED ND CONSTRUCTED
<br />"-'�,�,���. /,ram 0 PERPENDICULAR TB THE EDGE OF ROADWAY, udINTdIN 3" MAX, BETWEEN EDGE OF DOMES AND EDGE OF CONCRETE.
<br />GRADED FLARES "',��$;�'•-�Y QT IF NO CURB AND GUTTER IS PLACED IN RURAL SECTIMS,DETECTADLE WARNINGS SHALL BE PLACED 1' FROM
<br />yr ;. .,
<br />'�""' THE EDGE OF BITUMINOUS ROADWAY AND/OR B[Tl1A1IN0U5 SM dRED-HIE PATH TO PROVIDE VISUAL CONTRAST.
<br />.H,
<br />2
<br />8
<br />' ALL CONS7 Rl1CTED CURBS MUST HAVE A CONTINUOUS DETECTABLE EDGE FOR THE VISUALLY IMPAIREO-
<br />---------- 5
<br />THIE ➢ T CTABLEED E REQUIRES DETECTABLE WARNINGS WHEREVER THERE IS ZER -INCH HIGH CURB.CURB
<br />TAPERS ARE CONSIDERED D DETECTABLE EGGS WHEN THE TAPER STARTS WITHIN 3" OF THE EDGE OF THE
<br />'LANDING DETECTABLE WARNINGS AND UNIFORMLY RISES TO A 3-INCH MINIMUM 1CURBDER HEIGHT.DETECT CLRB NOT MC
<br />1J2" R.
<br />A DETECTABLE VAR.
<br />DF 0. CURB TAPER RNO LESS THAN 3 INCHES IN HEIGHT IS NOT CONSIDERED DE EC ABLf EDGE AMC
<br />ART
<br />CURB DESIGN Y
<br />- THEREFORE GROUT
<br />NOT - COMPLIANT WITH ACCESSIBILITY STANDARDS.
<br />CURB DESIGN V 6" 4"
<br />TURF OR
<br />9 DRILL AMCGROUT 1 - N0. 9 S2" LONG REINFORCEMENT BAR (EPOxY COATED) WITH 3" MIN. COVER .
<br />SEE PEDESTRIAN SEC PEDESTRIAN COL4GgETE T� OF GUTTER CURB
<br />Q T Y
<br />RAMP REINFORCEMENT BARS ARE NO NEEOEO IF THE APPROACH NOSE IS POURED INTEGRAL WITH THE CURE.
<br />APPROACH N05E APPROACH NOSE DESIGN v �
<br />o�
<br />DETAIL OE7RIL @ DRILL AND GROUT 2 - N0.4 12' LONG HELNFURCEMENT CARS IEPOKY COATEUIwITH 3" MIN. COVER.REINFURCEMENT
<br />NON -WA LKA$LE NON-AXL KABLE < T'• B B BARS ARE NDT NEEDED IT THE APPROACH NOSE IS POURED INTEGRAL WITH THE CURB AND GUTTER.
<br />SURFACE m SURFACE d 5IDE TREATMENT EXAMPLES SHOWN ARE WHEN THE INITIAL LANDING IS APPROXIMATELY LEVEL WITH THE FULL
<br />A HEIGlTI CURB (I.E. 6' LONG RAMP FOR 6" HIGH 'CURE). WHEN THE INITIAL LANDING IS MUSE THAN P BELOW
<br />SECTION A -A FULL HEIGHT CNRB REFER TO SMELTS 1 & 2 TO MODIFY THE CURB HEIGHT TAPERS AID MAINTAIN POSITIVE
<br />CURE W 2 60ULEYAHD DRAINAGE.
<br />2 1 GUTTER Q
<br />/ ® NEAREST EDGE OF DETECTABLE WARNING SURFACES SHALL BE PLACED 12'AIISLE W TO 1G BE CLOSER
<br />FROM THE
<br />2' NEAREST RAIL. FOR SKEWED RATLWAYS 1N NO INSTANCE SHALL THE DETECTABLE WARNING BE CLOSER THAN 12'
<br />URF DR fi' /
<br />MEASURED PERPENDICULAR TO THE NEAREST RAIL.
<br />RETURNED R E NED cu B s
<br />O III 1
<br />CONCR T I T F / C E OR 0 SIDEWALK O 3 WHEN PEDESTRIAN G TES ARE PROVIDED, DETECTABLE WARNING SURFACES SHALL
<br />QWA 1 i
<br />- �GY RF PLACED ON THE SIDE OF THE 40.TF5 OPPOSITE THE RAIL.?'FROM THE
<br />TYPICAL SIDE TREATMENT OPTIONS ® h h/2 - 2 Q A APPROACHING ELUL OF ARE GATE ARM"THIS CRITERIA GOVERNS OVER NOTE (l�2
<br />6, (0 CROSSING SURFACE SHALL EXTEND 2' MINIMUM PAST THE OUTSIDE EDGE OF WALK OR SHARED -USE PATH.
<br />® 5 Y FOR MEDIANS AND SPLITILR ISLANDS. NDSE AN BE REDUCED TO 2'ON FREE RIGHT ISLANDS.
<br />9 3,
<br />G
<br />® SNTO BE PLACED B.N, FROM THE FRCS OF CURB/PROJCCTFACE OF CURE.THIS
<br />SECTION a-B EN SJRES JRES MIN. CLEAR ANCE BETWEEN THE SIDEWALK AND GATE ARM COUNTERWEIGHT SUPPORTS.
<br />PEDESTRIAN APPROACH ,,*Ill#"( K �.
<br />REVISION: NOSE DETAIL �► t PEDESTRIAN CURB RAMP DETAILS
<br />CURB
<br />IFOft RETURNED U
<br />APPR YE[I: JAN ARY 23. 201I //�/q�j,,1 01-
<br />U 5IDE TREATMENTS(�,gI I ufYlgym'
<br />-r---- ,,��,�. 1-23-2017 STANDARD PLAN 5-237.250 4 OF 6
<br />STATE DESIGN ENGINEEP
<br />•
<br />!.% ��//// �i.,.
<br />- I'll . jII %� i
<br />�► IL& -
<br />�c►
<br />®��0� s OI
<br />�® +
<br />3 FT MIN.
<br />TOP WIDTH
<br />/ ..:::
<br />EXTEND ENKAMAT PER RCWD % / :
<br />DIRECTION. NEED TO PREVENT INSTALL ENKAMAT PER MANUF. SPECIFICATIONS
<br />EROSION WITHOUT ISOMETRIC VIEW
<br />REMOVING VOLUME FROM DITCH
<br />L = 8 FT. 2 FT MIN.
<br />EARTH BERM ,�//����
<br />VARIES IA/FIR (`RFQT !/ \/�
<br />7\\\�\u-/
<br />SEE GRADIGN PLAN FOR
<br />xiBASIN DEPTH
<br />j
<br />GROUND LINE /
<br />SECTION A -A BASIN BOTTOM
<br />RIPRAP OUTLET / OVERFLOW
<br />WALKABLE
<br />SURFACE
<br />(D IIQL
<br />O
<br />Z' a p.� I -I /
<br />(DI -I v _____0
<br />0.1
<br />S
<br />N N-WA KdB
<br />SURFACE LL
<br />X'-\
<br />�
<br />a(D
<br />9FS D 2 BACK OF CURB
<br />4 eP9s O" 5'MAX FLOW LINE
<br />O 1
<br />O
<br />O FRONT OF CUTTER
<br />COMBINES DIRECTIONAL �
<br />Fo�
<br />x
<br />1
<br />Q
<br />NON -WALKABLE SURFACE
<br />0\
<br />O"
<br />_______ ___________
<br />0"
<br />IF NON -CONCRETE BLVD. IS CONSTRUCTED AND IS
<br />LESS THAN Z'IN WIDTH AT TOP Of CURB
<br />TRANSITION, N PAVE CONCRETE RAMP WIDTH TO
<br />AD
<br />JR Acrc UR CE r B PF L B.
<br />STANDARD ONE-WAY DCRECTIONAL
<br />9
<br />Q
<br />NOTES:
<br />LANDINGS SHALL BE LOCATED ANYWHERE THE PEDESTRIAN ACCESS ROUTE WARICHANGES
<br />DIRECTION, AT THE TOP OF RAMPS THAT HAVE RUNNING SLOPES GREATER THAN 5A%,
<br />AND IF THE APPROACHING WALK IS INVERSE GRADE.
<br />T P CONSTRUCTED K
<br />14L CURB RAM LANDINGS SHALL BE UC ED WITHIN THE
<br />11
<br />OF THE BACK OF CUB BEING THE ED DISTANCE,
<br />8 BEING DISTANCE, ONLY
<br />OF CURB, WITH ONLY
<br />THE
<br />APPLICABLE WHEN THE INITIAL RAMP RUNNING SLOPE OVER 5.0%.
<br />WHEN OVER 5.
<br />E
<br />SECONDARY CURB RAMP LANDINGS ARE REQUIRED FOR EVERY 30" OF VERTICAL RISE
<br />RAMP
<br />A
<br />WHEN THE LONGITUDINAL SLOPE 15 GREATEN THAN 5.0-/--.
<br />CONTRACTION JOINTS SHALL BE CONSTRUCTED ALONG ALL GRADE BREAKS WITHIN THE PAN. 1/4" DEFP VISUAL
<br />JOINTS SHALL RC USED AT THE TOP GRADF BREAK OF CONCRETE FLARES ADJACENT TO WAEKABLE SURFACES.
<br />ALL GRATE BREAKS THE PAR SHALL PERPENDICULAR TO THE PATH OF TRAVEL.
<br />m
<br />B% TO TOY. SLOPE
<br />F A S R
<br />THIS BOTH SIDES OF A SLOPED WALKING SURFACE MUST BE EQUAL LENGTH,
<br />BE E
<br />TO ENSURE INITIAL RAMPS AND INITIAL LAND7NOS ARE PROPERLY CONSTRUCTED, LANDINGS
<br />SHALL BE CAST SEPARATELY.FOLLOW SIDEWALK REINFORCEMENT DETAILS ON SHEET 6 AND
<br />THE ADA SPECIAL PROVISTON (PROSECUTION OF WORK).
<br />TOP OF CURB SHALL MATCH PROPOSED ADJACENT WALK GRADE.
<br />9' T WHEN THE BOULEVARD I5 WIDE OR LESE, HE 70P OF CURB TAPER SHALL MATCH THE RAMP
<br />SLOPES TQ PETUCE NEGATIVE 80ULEYARp SLOPES FROM TXE TOP BACK OF CURB TD THE PAfl,
<br />ALL RAMP TYPES SHOULD HAVE A MINIMUM J'LONG RAMP LENGTH.
<br />4'MINIMUM WIDTH OFDETECTABLE WARNING IS REQUIRED FOR ALL RAMPS. DETECTABLF WARNINGS
<br />5HALL CONTINUOUSLY EXTEND FOR A MIN. OF 24" IN THE PATH OF TRAVEL.DETECTABLE
<br />WARNING TO COVER ENTIRE WIDER OF SHARED -USE PATH AND THE ENTIRE PAR WIDTH OF
<br />DIRECTIONAL RAMP WALKABLE FLARE
<br />THE WALK. DETECTABLE WARNING SHOULD BE 6" LESS THAN THE PAR/PATH WNTH. ARC
<br />LENGTH OF RADIAL DLTECTABLL WARNINGS SHOVLO NOT BE UNLATCH THAN 20 FEET,
<br />RADIAL DET CT0.B E WARNINGS 5HALL BE SETBACK 3" MINIMUM TO 6" MAXIMUM FROM THE BACK OF CURE.
<br />SEE NOTES P, FOR INFORMATION REGARDING RECTANGULAR DETECTABLE WARNING PLACEMENT,
<br />© MATCH FULL CURB HEIGHT,
<br />(D 3" HIGH CURB WHEN USING A 3'LONG RAMP
<br />4" HIGH CURB WHEN USING A 4'LDNG RAMP,
<br />O3 3" MINIMUM CURB HEIGHT ME' MIN. DISTANCE REQUIRED BETWEEN Comm
<br />9" PREFERRED f7'MIN. 0157gNLE REQUIRED BETWEEN DOMES(.
<br />® THE "BUMP" IN BETWEEN THE RAMPS SHOULD NOT BE IN THE PATH OF TRAVEL FOR COMBINED DIRECTIONAL
<br />RAMPS. IF THIS OCCURS MODIFY THE RAMP LOCATION OR SWITCH RAMP TO A FAN/DEPRESSED CORNER.
<br />GRADE 0 WHEN USING CONCRETE PAVED FLARES ON THE OUTSIDE OF OIRFCTIONAL RAMPS, AND ADJACENT TO A
<br />GRADE
<br />RAM BREAK RAMP
<br />P
<br />I
<br />0
<br />MAX. SLOPEN
<br />BREAK WALK ABLE SURFACE. OIRE[TIDNAL RAMP FLARES SHOULD BE USED. SEE THE DETAIL ON THIS SHEET.
<br />MAX.'2.Ox SLOPE GRADING SHALL ALWAYS BE USED WHEN FEASIBACE CURB IF USED SHALL BE PLACED OUTSIDE THE SIDEWALK
<br />6
<br />A R C7 ON Q
<br />7 ALL AI F 1 5 LIMITS WHEN RIGHT OF WAY ALLOWS. WHEN ADJACENT TG PARKING LOTS. CONCRETE OR BITUMINOUS TAPERS
<br />IN ALL DIRECTIONS
<br />DI
<br />SHOULD BE USED OVER v CURB TO REDUCE TRIPPING HAZARDS AND FACILITATE SNOW B ICE REMOVAL.
<br />Q MAX-2.0% SLOPE IN ALL DIRECTIONS 1N FRONT OF GRADE BREAK AND CRAIN TO FLOW LINE -SHALL BE
<br />p.
<br />CONSTRUCTED INTEGRAL WITH CURS AND GUTTER.
<br />© 6% TO 107 WALKADLF FLARF,
<br />'
<br />Q9 PLACE DOMES AT THE BACK OF CURB WHEN ALLOWABLE SETBACK CRITERIA IS EXCrcom
<br />® FRONT EDGE OF DETECTABLE WARNING SHALL BE SET BACK E'MA%jMUM WHEN ADJACENT TO WALKABLE
<br />1.SURF
<br />ALE. AND 5' MAXIMUM WHEN ADJACENT TO NON -WALKABLE SURFACE WITH ONE CORNER SET 3" FROM
<br />i O O
<br />: Q WITHOUT RAISED OBSTACLES SURFACE
<br />TH T COULD MISTAKENLY BE TROVERSID) BY SURFACE ADJACENT
<br />VISUALLYRAMP
<br />USER WHO IS CURB
<br />'I 11
<br />IMPAIRED.
<br />R AN A DETECTABLE WARNINGS Y SET II K P TO B" F THE A 0 CORNERS i1 ECT GFR R D EC ABCE
<br />INGS BE E B C U FROM C BACK F LURE WITH C EP5
<br />DETECTABLE WARNING PLACEMENT WHEN
<br />C
<br />SET 3" FROM BACK OF CURB. IF O" SETBACK IS E%CEEOEA USE RADIAL DETECTABLE WARNINGS.
<br />. E
<br />SETBACK CRITERIA IS EXCEEDED
<br />® FOR DIRECTIONAL RAMPS WITH THE DETECTABLE WARNINGS PLACED 47 THE BACK OF CURB THE DETECTABLE
<br />WARNINGS SHALL COVER THE ENTIRE WIDTH Or THE WALK/PATH. THIS ENSURES A DETECTABLE EDGE
<br />AND HELPS ELIMINATE -THE CURB TAPER OBSTRUCTING THE PATH OF PEDESTRIAN TRAVEL.
<br />ONE-WAY DIRECTIONAL WITH DETECTABLE
<br />THE CONCRETE WALK SHALL BE FORMED AND CONSTRUCTED PLRPENCICVLAR TO THE BACK OF CURB.
<br />WARNING AT BACK OF CURB
<br />T F F N MAIN AIN 3 BETWEEN EDGED TOMES AND EDGE 0 CONCRETE.
<br />® TO BE USED FOR ALL DIRECTIONAL RAMPS EXCEPT WHERE DOME5 ARE PLACED ALONG THE BACK OF CURB
<br />1.0% MIN.
<br />2.0Y. MAX VAR. RAMP
<br />E 0 R
<br />I
<br />URFACE
<br />P
<br />6" CONCRETE WALK
<br />BACK OF CURB
<br />FLOW LINE
<br />GUTTER
<br />GUTTER SLOPE
<br />SECTION D-O
<br />FRONT OF GUTTER
<br />CURB FOR DIRECTIONAL
<br />RAMPS
<br />EXISTING *-... rl/2'R.
<br />WALK ...,.�1,.'
<br />• a' / o,I r11. R.
<br />I _ �`' �YL VARIABLE
<br />,1HEICHT H
<br />T 6.i
<br />V CURB ADJACENT TIl LANDSCAPE 2
<br />CURB WITHIN SIUEWALA LIMITS
<br />1
<br />---E%ISTING - -�
<br />j" R.
<br />�a.,/�JHaia,Yy/W7 VARIABLE
<br />�Yy-.
<br />EIGHT
<br />I �" 6,
<br />z
<br />W
<br />V CURB ADJACENT TO LA�fOSCAPi
<br />CURB OUTSIDE SIDEWALK LIMITS
<br />r,S 1/2" R. fig.
<br />.��m*�� J � iFl
<br />Q-11F1'R
<br />V CURB INTERSECTION
<br />V CURB ADJACENT TO BUILDING
<br />OR BARRIER
<br />CONCRETE CURB DESIGN V
<br />CURB HEIGHT
<br />H
<br />CURB WIDTH
<br />w
<br />4"
<br />a T,1
<br />6"
<br />6" CONCRETE WALK
<br />M Lass s
<br />31 MIN MUM C
<br />N
<br />LEGE P
<br />T - SE 0.GGREGA E BA
<br />THESE
<br />LONGITUDINAL SLOPE DANCES SHALL BE THE STARTING POINT, UP SITE
<br />CONDITIONS
<br />W0.RRANT,LONGITUDINAL SLOPES UP TO O.M. OR FLATTER ARE ALLOWED.
<br />_ 4'
<br />S
<br />INDICATES PEDESTRIAN RAMP - SLOPE SHALL BE BETWEEN
<br />4- a
<br />r
<br />1-0% MINIMDM AND E3X, MAXIMUM IN THE DIRECTION SHOWN
<br />AND THE CROSS SLOPE SHALL N07 EXCEED 2.0%.
<br />F
<br />INDICATES PEDESTRIAN RAMP - SLOPE HALL BE -ATER
<br />Jo
<br />THAN AMC LESS WAN IN THE P T ON SHOWN
<br />X I C 1
<br />TYPICAL
<br />PIC L SIDEWALK SECTION
<br />I
<br />CROSS ] .
<br />AND CROSS SLOPE SHALL NO] EXCEED 2.OY--.
<br />WITHIN INTERSECTION CORNER
<br />LANDING AREA - 4' X T MIN. (TX 5' MIN. PREFERRED) DIMENSIONS AMC MAX
<br />®
<br />2.0% SLOPE IN ALL DIRECTIONS. LANDING SHALL BE FULL WIDTH OF INCOMING PARS.
<br />X"
<br />CURB HEIGHT
<br />VARIABLE
<br />HEIGHT
<br />H
<br />6"
<br />4' MIN.
<br />LANDING
<br />4' MIN.
<br />LANDING
<br />�5
<br />DISTANCE FROM APS PUSH
<br />B BUTTON TO EDGE OF SIDEWALK
<br />6" WIDEINCHES6"
<br />M T NOT x O
<br />US EXCEED 1
<br />Y-CUR B I
<br />WIDE
<br />V CURB
<br />DISTANCE FROM APS PUSH
<br />BUTTON TO EOCE OF SIDEWALK
<br />MU T NOT EXCEED 14 INCHES
<br />I
<br />F:2 1:2 G" WIDE
<br />Y-CURB
<br />4" PUSH BUTTON
<br />STATION POLE
<br />A �+
<br />6" WIDE
<br />V-CURB
<br />IS" WIDE BY IB" LONG.
<br />MI N. 12" THICK CONCRETE.
<br />30" SQUARE
<br />B
<br />4" PEDESTAL POLE PEDESTAL FOUNH WITH
<br />SLIME UP CENTER OF POLE (MUST 8E FLUSH WITH
<br />PLAN VIEW
<br />MOOiiY THE PUSH BUTION
<br />STA710N TO ALLOW A
<br />SQUARE FOUNDATION,
<br />U E
<br />WITH THE BACK OF V-CNRB) THE SURROUNDING WALK]
<br />PLAN VIEW
<br />APS PUSH BUTTON
<br />(SADDTING SPAE
<br />LE ADAPTORS)
<br />SECTION B-B
<br />SIGNAL PEDESTAL & PUSH BUTTON (V-CURBM
<br />ARE PUSH BU
<br />MOUNTING SP,
<br />ISADOLE ADA(
<br />18" WIDE CONCRETE
<br />MATCH HEIGHT
<br />A DUAL ENT 6" WIDE V-0
<br />SECTION A -A
<br />PUSH BUTTON STATION (V-CURB)
<br />CASTING SCHEDULE
<br />CATCH BASIN/MANHOLE/RISER
<br />GRATE TYPE
<br />(NEENAH)
<br />REMARKS
<br />TBD
<br />R-3067
<br />STORM CURB INLET
<br />TBD
<br />R-2501
<br />STORM AREA DRAIN INLET
<br />TBD
<br />R-1642
<br />STORM MANHOLE
<br />NOTE:
<br />1. CASTINGS SHALL BE NEENAH FOUNDRY CASTINGS OR APPROVED EQUIVALENT.
<br />2. CASTINGS SHALL BE STAMPED WITH APPROPRIATE UTILITY NAME ("STORM SEWER", "SANITARY SEWER")
<br />CASTING SCHEDULE
<br />N T S �`J NTIT S
<br />'
<br />INSET A
<br />EXISTING
<br />SLE
<br />SIDEWALK
<br />--
<br />_ - _I
<br />PEDESTRIAN PATH
<br />'4F
<br />1
<br />- TRAVEL
<br />LANDING RAMP(
<br />O
<br />'
<br />TI
<br />RAMP
<br />I --------
<br />LEI- NGTH
<br />-I
<br />--- - - - - - I
<br />1 1
<br />1 I's% QY4.5% ARJ
<br />SEMI -DIRECTIONAL RAMP (3,4.9) 1 I
<br />7'UOME SETBACK. 4'LONG RAMP AND '
<br />PUSH BUTTON 9'FROM THE BACK OF CURB I
<br />IPRIMARILY USED FOR. APS APPLICATIONS I' 6.0' `I
<br />WHERE THE PAR DOLS NOT CUNTINUE PAST I IYRR.) I
<br />THE PUSH BOLICN IDEAU-ENO SIDEWALK] - - - - - - - - '
<br />INSET A
<br />TRANSITION PANEL D4O 5
<br />NOTES:
<br />A WALKABLE FLARE IS AN 0-107 CONCRETE FLARF THAT 15 REOUFREP WHEN THE FLARE IS
<br />ADJACENT TO A WALKABLE SURFACE. ON WHEN THE PEDESTRIAN PATH Or TRAVEL OF A
<br />PUSH BDTTON TRAVERSES THE FLARE
<br />ALL V CURB CONTRACTION JOINTS SHALL MATCH CONCRETE WALK JOINTS.
<br />WHERE RIGHT-DF-WAY ALLOWS USE OF V CURB SHOULD BE MINIMIZED. GRADING ADJACENT
<br />TURF OR SLOPING ADJACENT PAVEMENT 15 PREFERRED.
<br />V CURB SHALL BE PLACED OUTSIDE THE SIDEWALK LIMITS WHEN RIGHT OF WAY ALLOWS.
<br />V CURO NEXT TO BUILDING SHALL BE A 4" WIDTH AMC SHALL MATCH PREVIOUS TOP
<br />OF SIDEWALK ELEVATIONS-
<br />© ENO TAPERS At TRANSITION SECTION SHALL MATCH INPLALE SIDEWALK SPACES.
<br />D 2 ALL V CURB SHALL MATCH BOTTOM OF ADJACENT WALK.
<br />O 3 EDGE BETWEEN NEW V CURB AND INPLALE STRUCTURE SHALL BE SEALED AND
<br />BOND BREAKER SHALL BE USCG BETWEEN EXISTING STRUCTURE AND P ACED Y`UR B.
<br />O
<br />4 ['L THE MAX. RATE OF CROSS SLOPE TRANSITIONING I5 INEAR FOOT OF SIDEWALK
<br />PER HALF PERCENT CROSS SLOPE WHEN PAR WIDTH 15 GREATER THAN 6'OR THE
<br />RUNNING SLOPE IS GREATER THAN 6%.DOUBLE THE CALCULATED TRANSITION LENGTH.
<br />DS TRANSITION PANELS ARE 70 ONLY BE USED AFTER THE RAMP,OR IF NEEDED,LANDING
<br />ARE AT THE FILL CURB HEIGHT (TYPICAL SECTIONI.
<br />(DEXISTING CROSS SLOPE GRATER THAN 2.0%.
<br />LEGEND
<br />THESE LONGITUDINAL SLOPE RANGES SHALL BE THE STARTING POINT.IE SITE
<br />CONDITIONS WARRANT, LONGITUDINAL SLOPES UP 10 8.3Y. OR FLATTER ARE ALLOWED.
<br />5 INDICATES 11111111111 RAMP - SLIDE SHALL RE BETWEEN
<br />5.0% MINIMUM AND 9.37.. MAXIMUM IN THE DIRECTION SHOWN
<br />AND THE CROSS SLOPE SHALL NOT EXCEED .0%.
<br />L E ! 2
<br />MLANDING AREA - 4'9 4'MIN.f5'X 5'MIN. PREFERRED) DIMENSIONS AND MAX
<br />-0% SLOP N ALL IR CT ON AN NG A TN FINCOMING PAR 2 E I L D E I 5, L Di SHALL BE FULL WIDTH 0 5,
<br />Q TRANSITION PANELRSI- TO BE USED FOR TRANSIYIONING THE CROSS -SLOPE OF A
<br />RAMP TO THE EXISTING WALK CROSS-SLOPE.RATE OF TRANSITION SHOULD BE 0.5%
<br />PER I LINEAR FOOT OF WALK,SEE THIS SHEET FOR ADDITIONAL INFORMATION,
<br />MNDOT FINE FILTER
<br />AGGREGATE 3149.2J
<br />STABILIZED
<br />SUBGRADE
<br />A r.n nr-n ATr- nAC1F-
<br />GEOTEXTILE FABRIC J
<br />MNDOT 3733, TYPE 1
<br />SIDES AND NOTE: FOR USE WITH CLAY SUBGRADES OR
<br />BOTTOM ONLY IN AREAS WITH LESS THAN 4 VERTICAL FEET
<br />OF FILL IF USING GRANULAR SUBGRADES.
<br />4" PVC DRAIN TILE DETAIL
<br />N T S
<br />FRONT OF GUTTER INSET A INSET A INSET A
<br />l'J O BACK OF CURB/ FRONT OF GUTTER FRONT OF GUTTER - -
<br />BACK OF CURS/ BACK OF CURB/
<br />I/4" = BJ FLOG OW EDGED WALK I/4O O FLOW LINE EDGE OF WALK 1/4O O FLOWOINE EDGE WALK _
<br />2-3,, K'J 5% 4
<br />r,
<br />e A r l
<br />/9"
<br />"
<br />I/4" /9"
<br />T"
<br />I
<br />P' O
<br />6"
<br />I I
<br />H... .O ,.. •• v.. s..
<br />z4" B-Iz^ �,_ z4^ 71, .1 i _z+ I 13 OPTIONAL SILL CURB WHEN SIDEWALK.
<br />"� I- IS AT BALK OF CURB
<br />PERPENDICULAR IQ NON PERPENDICULAR 2Q FOR CURB MACHINE PLACEMENT AROOND RADIUS (�) CONCRETE SILL TO BE USED ONLY WHEN
<br />PEDESTRIAN ACCESS ROUTE CURE & GUTTER DETAIL (REGARDLESS of RAMP TYPEt SPECIFIED IN THE PLAN.
<br />4INSET B VAR.
<br />RAMP
<br />MILL VERTICAL SAWCUT BIT. � S O
<br />EDGE & PAVEMENT
<br />REMOVE & REPLACE
<br />EXIST;NC BIT. 2" BITUM]NOUS EXISTING BIT.
<br />S14" MIN,TO PAVEMENT MILL & PATCH PAVEMENT III T. PAVEMENT
<br />I/2" MAX,
<br />6" CONCRETE WALK d. -- -O 4--
<br />R J BACK OF CURB/
<br />P 0 EGTFD
<br />FRONT OF GUTTER FLOW LINE EDGE OF WALK
<br />1/4" qQN�_�2"M;- 2r 4"NIN.
<br />1/4" ®O 6% MAX-
<br />. d SAWCUT
<br />-_ X SAWCUT BIT. VARIABLE DEPTH CONCRETE PAVEMENT
<br />P Y M N A E E T CONCRETE BASS
<br />EXISTING
<br />7 - - INSETA
<br />EXISTING BIT.
<br />CONCRETE PAVEMENT
<br />Q :" 2" 817. PATCH
<br />PAVEMENT
<br />4
<br />5 & 4
<br />I o0
<br />2k' B-12"
<br />p'a 9
<br />INSET 6
<br />9/2
<br />e 1
<br />OUTFLOW T u Law cu TER D
<br />I
<br />20' MAX. RECOMMENDED
<br />TO HIT AFFECT PARKING
<br />1
<br />HOLD TANGENT 5'
<br />PAST OUTSIDE ZERO
<br />TO M1N. TAPER
<br />(DOWNSTREAM SIDE? _r/
<br />-� /
<br />P
<br />1:MIN, TARED
<br />1:5 PREFERRED TAPER
<br />ONLY ALLOWED PER
<br />ENGINEER'S APPROVAL
<br />UPSTREAM smEl
<br />1.
<br />PAVEMLNT TREATMENT OPTIONS IN FRONT OF CURB & GUTTER
<br />FOR USE ON CURB RAMP RETROFITS
<br />NOTES:
<br />POSITIVE FLOW LINE DRAINAGE SHALL BE MAINTAINED THROUGH THE PEDESTRIAN ACCESS ROUTE ORARI AT A 2% MAXIMUM.
<br />c
<br />ND PONDING SHALL RE PRESENT IN THE PAR.
<br />ANY VERTICAL LIP THAT OCCURS AT THE FLOW LINE SHALL NOT BE GREATER THAN I/4 INCH-
<br />1 HOLD TANGENT 5'
<br />RO PAST OUTSIDE 2E
<br />© FOR USE CURS LOTS WHERE THE PEDESTRIAN'S PATH OF TRAVEL IS ASSUMED PERPENDICULAR TO THE GUTTED
<br />I
<br />E.
<br />FLOW LINE. RAMP TYPES INCLUDES PERPENDICULAR TIERED PERPENDICULAR, PARALLEL AND DIAGONAL RAMPS
<br />'
<br />z
<br />2fl FOR USE AT CURB RAMPS WHERE THE PEDESTRIAN'S PCr TRAVEL IS ASSUMED NON
<br />c 1
<br />j
<br />PERPENDICULAR TO THE CUTTER FLOW LINE DAMP TYPES ES 1nCLU0E: FANS & DEPRESSED CORNERS-
<br />Q BEGIN GUTTED SLOPE TRANSITION ]0'PUTSNE OF ALL CURB RAMPS.
<br />Q THERE SHALL BE NO VERTICAL DISCMTINUT71ZS GREATER THAN 1/W'
<br />j
<br />SMALL RADIUS
<br />50 ELEVATION CHANGE TAKES PLACE FROM THE EXISTING To NEW FRONT OF GUTTER.
<br />�' 2'-10' TYPICAL
<br />PATCH IS USED TO MATCH THE NEW GUTTER FACE INTO THE EXISTING ROAOWAT.
<br />6 F DIRECTIONAL F VARIABLE WIDTH OR D] EG fONAt CURB APPLICATIONS. SEE SHEET 2 OR DIRECTIONAL CURB SLOPE REWIREMENTS.
<br />tt
<br />'_
<br />w
<br />�'-.
<br />0TOP FRONT OF GUTTER SHALL BE CONSTRUCTED FLUSH WITH PROPOSED ADJACENT PAVEMENT ELEVATION.
<br />'
<br />w�
<br />/
<br />TOP OF THE GUTTER FACE MUST BE A FORMED EDGE- PAR GUTTER SHALL NOT BE OVERLAID-
<br />/
<br />0
<br />LTA"
<br />8 SHOUp BE USED AT VERTICALLY CONSTRAINED ARIAS WHEN AT d DRAINAGE RICH POINT OR SUPER ELEVATED ROADWAY SEGMENTS.
<br />/
<br />6
<br />p
<br />IQ
<br />DRILL AND GROUT NO.4 LPDXY-COATLD IB" LONG TIE BARS AT 3D" CENTER TO
<br />LARGE RADIUS
<br />CENTER INTO EXISTING CONCRETE PAVEMENT ('MINIMUM FROM ALL JOINTS.
<br />23
<br />20'-40' TYPICAL
<br />�.=L
<br />q�, HELPSP T K A CURB.
<br />NJ D TWO SEPARATE RAMPS, REDUCES THE DOME SETBACK LENGTH AND MINIMIZES OIAMPL LENGTH.
<br />Y THIS RADIUS DESIGN CLOSELY FOLLOWS THE TURNING VEHICLE PATH WHILE OPTIMIZING CURB RAMP LENGTH.
<br />THIS RADIUS
<br />CURB SHOULD BE USED IN VERTICALLY CONSTRAINED AREAS.RE ALLY IN DOWNTOWN ROADWAY SEGMENTS HERE
<br />SMALL RAONB
<br />PAREXTENSIONS
<br />ON -STREET EXTENSIONS SHOULD BE CONSIDERED FOR APS INTERSECTIONS WHERE SPACE IS LIMITED.
<br />ON -STREET PARKING IS ET APS
<br />PUSH BUTTONS MUST MEET APS CRITERIA AS DESCRIBED IN THE PUSH BUTTON LOCATION DETAIL SHEET.
<br />2'-10'TYPICAL
<br />A�
<br />Q PLACE BOND BREAKER BE7wEEN WALK AND TOP OF SILL.
<br />COMBINED DIRECTIONAL ®
<br />® 1/2" PREFORMED JOINT FILLER PER MNDOT SPEC.3702,
<br />(COMPOUND RADIUS)
<br />(a DIMENSION TO BE SAME AS SIDEWALK THICKNESS.4" MIN.
<br />ADA CURB EXTENSION WITH COMPOUND RADIUS (BUMP OUTS©
<br />BIHEMIA OF TRAFFIC
<br />MAIN STREET
<br />\ 11 PLAN VIEW
<br />\\ Q 0 2 N.
<br />\,♦ 2
<br />♦ \ 2 ..
<br />NON -CONCRETE NON -CONCRETE EXISTING I'll SIDEWALK EXISTING
<br />\ \ BOHLEVARD BOULEVARD SIDEWALK MAx. REPLACEMENT SIDEWALK
<br />LANDING \
<br />\ 1.0% Him, 2
<br />♦ 5.0% MAX,
<br />\ \
<br />\ LANDING LANDING
<br />\\ 2SAW CONCRETE
<br />\ \ \ e FULL DEPTH OR EXISTING
<br />\ \ JOINT (INCIDENTAL!
<br />\ \ ♦ PROFILE VIEW
<br />♦ \\ \
<br />\ \I & n
<br />ALLOWABG \ ♦ � CONCRETE CONCRETE 2 i
<br />\ \ \ttA$E1IAN \ '$ 80ULEVARO 80ll LCVARO q" SI WALK
<br />\ \ \ \ \ \ \ \ \ \ \\ \ \ o Qs (TYPICAL)
<br />\ \ \ \ \ \ \ \ \ \ \ \ \ UB 5Q. s0
<br />OPTIONAL SIDEWALK REINFORCEMENT
<br />EDGE OF THROUGH LANE SIDEWALK REINFORCEMENT To HE USED
<br />ONLY WHEN SPECIFIED IN THE PLAN,
<br />1.0% MIN.
<br />5.07.. MAX. EXPANSION MATERIAL PLACEMENT FOR OPTIONAL CURB LINE REINFORCEMENT O
<br />Un MIN. iZ CONCRETE AND BITUMINOUS ROADWAYS: PLACEMENT ON BITUMINOUS ROADWAYS 4
<br />5.02 MAX -
<br />IV, MAk, SAWCUT
<br />CxISTAG CURB
<br />RO ANASED PAR AND GUTTCR
<br />EDGE OF THROUGH LANE CURB MID GUrtCR
<br />l2"
<br />\' PEDESTRIAN RAMP PEDESTRIAN RAMP _ - _
<br />2•\ \ \ \ \ \ \ \ w 3' MIN. 3" MIN.
<br />\ P4 ,
<br />UP TO 2.U% 2.0% MA%. OR uP UP 70 2.OY. UP TU 2-D%
<br />\ \ \ C4iANGE TO q% CHANGE 7.OX MAX. OR uP - -
<br />\ \ ` \ CHANGE TO 4% CHANGE CHANGE SAWCUT
<br />\ LTNC\ TO USE ON CURB RAMP RETROFITS
<br />7etC FLOW LINE PROFILE "TABLE" -TWIN PERPENDICULARS
<br />/2
<br />CURB ANU GUTTER
<br />A � P
<br />Aw \ \ ROPOSEO [ORB
<br />3
<br />0
<br />PEDESTRIAu RAMP AND COTTER REINFORCEMENT
<br />\ \ uP rD z.o% a.ax MAx. BR uP uP TD z.oz OPTIONAL CURB LINE REINFORCEMENT DETAILS (D(D
<br />CHANGE 70 4X CHANGE CHANGE
<br />\ \
<br />\ \ FLOW LINE PROFILE "TABLE" - FAN 36' MAX,
<br />LANDING 1.0% MIN-
<br />5.0'/. MAX.
<br />\ \ i PEDESTRIAN RAMP PEDESTRIAN RAMP 3"
<br />\ ANDING
<br />COY. MIN.
<br />..
<br />f.OT- MIN.
<br />I.0% MIN- COY. MIN.
<br />].OX MIN.
<br />a
<br />1.5% PREFERRED 5.07. M X. 1.5% PREFERRED LANDING
<br />5.0E MA%.
<br />5:0% MAX.
<br />36 MAX.
<br />\ FLOW LINE PROFILE RAISE - TWIN PERPENDICULARS Iz
<br />\ 3" 1,
<br />32" 36" MAX. _
<br />PEDESTRIAN RAMP 7f`I
<br />\ S,Ox MEN(, ].S:C PREFERRED 3.O% Mb%. 4Lz, MA%. 36" MAX. 121.
<br />FLOW LINE PROFILE RAISE FAN
<br />SEPARATE LANDING 3"
<br />CURB LINE ANO ROAD CROSSING ADJUSTMENTS POUR REINFORCEMENT
<br />N OT ES:
<br />°TABLING" OF CROSSWALKS ROADWAY
<br />MEANS MAINTAINING LESS THAN 2% CROSS SLOPE WITHIN A CROSSWALK,
<br />IS REQUIRE O WHEN ROADWAY IS IN d STOP OR YIELD CONDITION AND THE PROJECT SCOPE ALLOWS. ©,TO ENSURE RAMPS AND LANDINGS ARE PROPERLY CONSTRUCTED, ALL INITIAL LANDINGS 0.T ATOP OF A HAWED SURFACE
<br />RECONSTRUCTION PROJECTS. ON FULL PAVEMENT REPLACEMENT PROJECTS (SUMMING SLOPE GREATER THAN 2%) SHALL BE FORMED AND PLACED SEPARATELY IN AN INDEPENDENT CONCRETE POUR.
<br />"ING" 4F ENTIRE CROSSWALK SHALL OCCUR WHEN FEASIBLE. IABI.
<br />FOLLOW SIDEWALK REINFORCEMENT DETAILS ON THIS SHEET FOR ALL SEPARATELY POURED INITIAL LANDINGS.
<br />2 TRILL AND GROUT NO.4 12" LONG REINFORCEMENT BARS AT 36" MAXIMUM CENTER
<br />O
<br />WILL W OVERLAY PROJECTS."TABLING" OF FLOW LINES IN FRONT OF THE PEDESTRIAN RAfA
<br />IS REQUIRED WHEN THE EXISTING FLOW LINE I5 GREATER THAN 2Y.. WARPING OF THE BITUMINOUS TO CENTER (EPDXY COATED). BARS TO BE REINFORCEMENT
<br />To MATCH RAMP GROAT
<br />PAVEMENT CAN NOT EXTEND INTO THE THROUGH LANE.TABLE THE FLOW LINE TO 2% OR AS Q3 DRILL AND GROUT 2 - N0.9 % 12" LONG REINFORCEMENT BARS {EPDXY COATED(.
<br />F
<br />MUCH 3, POSSIBLE WHILE ADHERING 10 THE FOLLOWING CRITERIA; REIN ORCEMENT REWIRED FOR ALL CONSTRUCTION JOINTS WITHIN RADIUS.
<br />A
<br />1 .O MAX.LPOS-5 PE OF THE ROAD 1 1. 1 C LO D
<br />4 THIS OPTIONAL CURB LINE REINFORCEMENT DETAIL SHOULD ONLY BE
<br />215.0% MAX. CRO55-E LUPE OF THE ROAD O
<br />USED ON BITUMINOUS ROADWAYS WHEN SPECIFIED IN THE PLAN.
<br />31 "TdBLE" FLOW LINE 4P TO 4% CHANGE FRp4 EXISTING SLOPE IN FRONT OF PEDESTRIAN RAMP
<br />41 UP TO 2% CHANGL IN FLOW LINE FROM EXISTING SLOPE BEYOND THE PEDESTRIAN CURB RAMP (S) 112 IN.PREFORMED JOINT FILLER MATERIAL PER MNDOT SPEC.3702.
<br />STAND-ALONE ADA RETROFITSTFOLLOw WILL 6 OVERLAY CRITERIA ABOVE HOWEVER ALL PAVEMENT
<br />WARPING IS TONE WITH BITUMINOUS PATCHING ON BITUMINOUS ROADWAYS AND FULL -DEPTH APRON
<br />REPLACEMENT ON CONCRETE ROADWAYS. *,,vivo,I ,-,..
<br />REVISION: I RAISING OF CURB LINES SNOVL$ OCCUR IN VERTICALLY CONSTRAINED RREAS.RAISE THE CURB LINES ENOUGH 70 'b PEDESTRIAN CURB RAMP DETAILS
<br />ALLOW COMPLIANT' RAMPS OR As MUCH AS POSSIBLE WHILE ADHERING TO THE FOLLOWING CRITERIA, //1
<br />APPR VEO: JANUARY 23, ?CI? 111.07. MIN. AND 5.C% MAXIMUM CROSS -SLOPE OF THE ROAD /I 0(ErA 4P ,�
<br />2)i.o% MIN - FLOW LINE SON EITHER SIDE OF PEDESTRIAN RAMP)TO MAINTAIN POSITIVE DRAINAGE ^ r } * l 7 J- {
<br />��--1 31 i.0% RECOMMENDED MA% -FLOW LINE �y} ry{a 41'-2?-'-2017 ST /riNDARD PLAN �_`�i�7.`G50 O OF C3
<br />waPTro� 41 LONGITUDINAL THROUGH LANE RCADWAY TAPERS SHOULD BE 1" VERTICAL PER IS' HORIZONTAL DF TKA ST+T[ DESlGx ENGINEfP 1 J L
<br />PAVEMENT BASE
<br />0
<br />4" PERFORRATED PVC PER
<br />MNDOT 3278 W/ FABRIC SOCK
<br />(CRO7H0
<br />SRO�e
<br />a m O M p
<br />Civil Engineering ^Surveying ^Landscape Architecture
<br />4931 W. 35th Street, Suite 200
<br />St. Louis Park MN 55416
<br />civilsitegroup.com 612-615-0060
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<br />I HEREBY CERTIFY THAT THIS PLAN,
<br />SPECIFICATION, OR REPORT
<br />WAS
<br />PREPARED BY ME OR UNDER MY DIRECT
<br />SUPERVISION AND THAT I
<br />AM A DULY
<br />LICENSED PROFESSIONAL
<br />ENGINEER
<br />UNDER THE LAWS OF THE STATE
<br />OF
<br />MINNESOTA.
<br />/*:;
<br />Matthew R. Pavek
<br />DATE 12.13.20 LICENSE NO. 44263
<br />ISSUE/SUBMITTAL SUMMARY
<br />DRAWN BY:mp, kt REVIEWED BY: mp, kt I
<br />PROJECT NUMBER: 18301
<br />REVISION SUMMARY
<br />DATE DESCRIPTION
<br />CIVIL DETAILS
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