|
A
<br />S
<br />FLARE FLARE
<br />BACK OF CURB
<br />FLOW LINE O O" 0" tJ
<br />FRONT OF GUTTER
<br />A
<br />PERPENDICULAR
<br />A
<br />Ex�l
<br />5
<br />NON-W pLK4BLE OA NON-W ALK4HLE OR
<br />A KA AK W L BLE SURFACE W L 46LE
<br />A 4
<br />O I QI'�II A FL4RE W FL RE
<br />© (" O., O
<br />A I
<br />TIERED PERPENDICULAR
<br />C
<br />7
<br />5
<br />S 5
<br />D,. 1)
<br />CI
<br />PARAL
<br />LEL
<br />CURB OR VAR.
<br />CURB AND GUTTE AM RI
<br />�1y` 1/4" A.
<br />- -
<br />6" a Y0.0$ FT./FT. M
<br />CONCRETE 5 0.083 FT./FT
<br />WALK
<br />SECTION A -A
<br />PERPENDICULAR/TIERED/DIAGONAL
<br />CURB OR
<br />A AN GUTTER UB A UTEF
<br />VAR.
<br />R I
<br />CONCRETE
<br />>OA2 FT./FT.I
<br />W RLK 5 0.05 FT./FT F
<br />SECTION B-B
<br />FAN
<br />CURB OR
<br />CURB ANP G
<br />;LANDING
<br />WALKABLE WALKABLE
<br />FLARE FLARE
<br />RAMP
<br />WALKABLE WALKABLE
<br />SURFACEg-]pry, SURFACE
<br />ONCAETE m ONCRET
<br />FLARE FLARE
<br />2 1 2
<br />PAVED FLARES
<br />ADJACENT TO WALKABLE SURFACE
<br />LANDING
<br />NON -WALKABLE RAMP ryDN-WALKABLE
<br />SURFACE SURFACE
<br />UB L
<br />CONCRETE CONCRETE�-
<br />LFLA�RE�m FLARE 1. MINIMUM
<br />PAVED FLARES
<br />ADJACENT TO NON -WALKABLE SURFACE
<br />LANDING
<br />�JTL��ADT NON -WALKABLE NON -WALKABLE
<br />SURFA[E SURFA[E GRADEDFLARE(
<br />GRAB D E FLARES S
<br />----------
<br />LANCING
<br />CURB DESIGN V
<br />CURB RESIGN v
<br />SEE
<br />PEDESTRIAN RAMP 5EE PEDESTRIAN
<br />APPROACH NOSE APPROACH NOSE
<br />DETAIL PETAR
<br />NON -WALKABLE m NON -WALKABLE
<br />SURFACE SURFACE
<br />2 k 2
<br />RETURNED CURR SD
<br />TYPICAL 5IDE TREATMENT OPTIONS
<br />4 1
<br />9%-IO% FLARE
<br />D.
<br />NDN-WALKABLE V
<br />OR WALKABLE DIAGONAL
<br />SURFACE 2%
<br />SHALL ONLY BE USED AFTER ALL
<br />FAN® F CHER CURB RAMP TYPES HAVE BEEN
<br />EVALUATED 440 OPENED IMPRACTICAL
<br />B'J,-IDX FLARE
<br />NOTES:
<br />LANDINGS SHALL BE LOCATED ANYWHERE THE PEDESTRIAN ACCESS ROUTE (PAR)CHA14GE5
<br />WAS C TICK AT THE TOP OF RAMPS THAT HAVE RUNNING SLOPES GREATER THAN 5.07
<br />AND IF THE APPROACHING WALK IS INVERSE GRADE GREATER THAN 2X.
<br />INITIAL CURB RAMP LANDINGS SHALL BE CONSTRUCTED WIT41M IS' FROM THE BACK
<br />OF CURB. WITH W FROM THE BACK OF CIDR9 BEING THE PREFERRED DISTANCE. ONLY
<br />APPLICABLE WHEN THE INITIAL RAMP RUNNING SLOPE IS OVER 5.0%.
<br />SECONDARY CURB RAMP LANDINGS' ARE REDULRED FOR EVERY 30" OF VERTICAL RISE
<br />WHEN THE LONGITUDINAL RUNNING SLOPE IS GREATER THAN 5.07_
<br />CONTRACTION JOINTS SHALL BE CONSTRUCTED ALONG ALL GRADE SPEAKS WITHIN THE PAP. 1/4" DEEP
<br />VISUAL JOINTS SHALL BE USED AT THE TOPS OF CONCRETE FLARES. ADJACENT TO WALKABLE SURFACES
<br />ALL GRACE BREAKS WITHIN TIES PAN SHALL BEPERPENDICULARTO THE PATH OF TRAVEL. TRVS BOTH
<br />SIDES OF A SLOPED WALKING suREAGE MUST BE EQUAL LENGTH. (EXCEPT AS STATED IN 6 BELOW.
<br />TO ENSURE INITIAL RAMPS AND INITIAL LANDINGS ARE PROPERLY CONSTRUCTED LANDINGS
<br />SHALL BE CAST SEPARATELY -FOLLOW SIDEWALK REINFORCEMENT DETAILS ON SHEET 6 AND
<br />THE ADA SPECIAL PROVISIONS - PROSECUTION OF WORK IADAL
<br />TOP OF CURB SHALL MATCH PROPOSED ADJACENT WALK GRADE.
<br />Y
<br />WHEN THE BOULEVARD I5 4'WIOE OR LESS. THE TOP OF CURB TAPER SHALL HATCH THE RAMP
<br />SLOPES TO REDUCE NEGATIVE BOULEVARD SLOP ES FROM THE TOP BACK OF CURB i0 THE PAR.
<br />ALL RAND TYPES SHOULD HAVE A MINIMUM 3' LONG RAMP LENGTH.
<br />4•MIN IMUM WIDTH OF DETECTABLE WARNING I5 REBURIED FOR ALL RAMPS. DETECTABLE WARNINGS
<br />SN ALL CONTINUOUSLY EXTEND FOR A MEN, OF 24" IN THE PATH OF TRAVEL. DETECTABLE
<br />ARNINC COVER ENTIRE WIDTH A PATH AN THE ENTIRE PAR H F
<br />W T G 0 CO E E l E WIO SHOULD
<br />SH BE
<br />L 5 D E E IRE IF. A 0
<br />THE WALK. DETECTABLE WARNING AWNING BE 6" LESS THAN RE PAR/TRAIL WIDYW. ARC
<br />LENGTH OF WADI nL OE TE£TABLE WARNINGS SHOULD NOT BE GREATER THAN 20 FEET.
<br />R£[7FNGULAR DETECTABLE WARNINGS SHALL BE SETBACK 7" FROM THE BACK OF CURB.RADIAL
<br />DETECTABLE WARNINGS SHALL BE SETBACK 3" MINIMUM TO 6" MAXIMUM FROM THE BACK OF CURB.
<br />O
<br />MATCH FUEL HEIGHT CURB.
<br />2 4' MINIMUM DEPTH LANDING REOV[RED ACROSS TOP OF RAMP.
<br />Q 7" NIGH OUR WHEN USING 0. 3'LONG RAND, 4" H1CN CURB WHEN USING A 4' LONG RAMP.
<br />O4 5EE SHEET 4 OF 6 TYPICAL SIDE TREATMENT OPTIONS FOA DETAILS ON FLARES
<br />AND RETURNED CURBS, WHEN INITIAL LANDING IS AT FULL CURB HEIGHT -
<br />NO WARNINGS MAY BE PART OF THE 4'X 4- MIN. LANDING AREA IF IT IS NOT
<br />0
<br />FEASIBLE TO CONSTRUCT THE LANDING OUTSIDE OF THE DETECTABLE WARNING AREA.
<br />6 THE GRADE BREAK SHALL BC PERPENDICULAR TD THE BACK of WALK. TH15 WILL ENSURE
<br />THAT THE GRACE BREAK IS PERPENDICULAR TO THE DIRECTION OF TRAVEL. IT YPICAL FOR ALL)
<br />0 WHEN ADJACENT TO GRASS. GRADING SHALL ALWAYS BE USED WHEN FEASIBLE.V CURB,
<br />IF MEN SHALL BE PLACED GU TSIDE THE SIDEWALK LIMITS WHEN RIGHT OF WAY ALLOWS.
<br />WHEN ADJACENT TO PARKING LOTS.CONCAETE OR BITUMINOUS TAPERS SHOULD BE USED
<br />OVER V CURB TO REDUCE TRIPPING HAZARDS AND FACILITATE SNOW & ICE REMOVAL.
<br />A T 'MW MIN RADIUS GRADE BREAM REOVIflEO TO BE CONSTRUCTIBLE
<br />PAVE FULL WALK WIDTH,
<br />"S•' SLOPES ON FANS SHALL ONLY BE USED WHEN ALL OTHER FEASIBLE OPTIONS HAVE BEEN
<br />Q
<br />TUMID ANC D EVALUA F 1 iMPRACTICAL,
<br />LEGEND
<br />THESE LONG]TUDNAL SLOPE RANGES SHALL HE THE STARTING POINT. IF SITE
<br />CONDITIONS WARRANT.LONG17UDINAL SLOPES UP TO 8.3% OH FLATTER APE ALLOWED.
<br />N11CAT S PED ESTRfAN RAMP - 11111 SHA BE B TriEEN LL E
<br />AND MINIMUM ANO B.3'I. MAXIMUM IN THE D2.C%IlON SHOWN
<br />AND THE CROSS SLOPE SHALL NOT EXCEED 2.0%.
<br />INDICATES PEDESTRIAN RAMP - SLOPE SHALL BE GREATER
<br />THAN 2,02 AND LESS THAN 5-OT, IN THE DIRECTION SHOWN
<br />AND CROSS SLOPE SHALL NOT EXCEED 2.0%
<br />®LANDING AREA - q'% 4'MIk. IS'% 5'MIN. PREFERRED(01MENSIONS AND MAX
<br />2.0% SLOPE IN ALL DIRECT IONS. LANDING SHALL BE FULL WIDTH OF INCOMING PARS.
<br />X" CURB HEIGHT
<br />WALK
<br />SECTION C-C �, I'/I91 (/�fqlAPpA01m`
<br />PARALLEL/DEPRESSED CORNER y RF TKMW°o
<br />51A1[ R[5lCN iWGINf[P 1-2'
<br />MATCH INPLACE -
<br />3" MINIMUM CURB HEIGHT.4" PREFERRED -
<br />(MEASURED AT FRONT FACE OF CURB)
<br />FOR A MIN, 6" LENGTH IME0.5UREC ALONG FLOW LINE)
<br />DETECTABLE EDGE WITH QB
<br />CURB AND GUTTER
<br />EDGE OF
<br />ROAD
<br />7 g
<br />6 7
<br />6 6
<br />EDGE OF
<br />T ROAD
<br />RADIAL DETECTABLE WARNING RECTANGULAR DETECTABLE WARNING
<br />DETECTABLE EDGE WITHOUT CURB AND GUTTER
<br />2.
<br />1/2" R
<br />VAR,
<br />TURF OR
<br />g.
<br />r
<br />CONCRETE
<br />TOP OF GUTTER
<br />CURB
<br />o�
<br />I
<br />DESIGN V
<br />p a T'
<br />B
<br />B
<br />A
<br />SECTION A -A
<br />CURD
<br />Q
<br />GUTTE&R /
<br />OR 6"
<br />CTURF
<br />LDNCRETE Top OF SIDEWALK
<br />-----
<br />/
<br />1
<br />N N/2
<br />6,
<br />9 3" }r
<br />I
<br />O Y
<br />SECTION H-B
<br />PEDESTRIAN APPROACH
<br />$WBAWr,
<br />NOSE DETAIL
<br />(FOR RETURNED CURB
<br />SIDE TREATMENT
<br />vIN
<br />t W 7WWe ....^ ... -
<br />PLACE DETECTABLE
<br />FACE OF CURR/PHDJECTEO WARNINGS ENTIRE
<br />FACE OF CURB WALK/PATH WIDTH
<br />I
<br />I DETECTABLE
<br />WARn NOS
<br />- I
<br />I 2
<br />I R
<br />I NEAREST
<br />I RAIL
<br />I 4'Bs•' sw+FACE
<br />I -
<br />' PEDESTRIAN
<br />I OATEARM IC
<br />RAILROAD (^'�
<br />GATE ARM V OEl[[TABLE
<br />I WARNINGS
<br />I
<br />RAILROAD CROSSING
<br />PLAN VIEW
<br />NOTES;
<br />SEE STANDARD PLATE 7038 AND THIS SHEET FOR ADDITIONAL DETAILS ON DETECTABLE WARNING.
<br />A WALKABLE SURFACE IS DEFINTO AS A PAVED SURFACE ADJACENT TO A CURB RAMP WITHOUT
<br />RAISED OBSTACLES THAT CONED MISTAKENLY BE TRAVERSED BY A USER WHO 35 VISUALLY IMPAIRED.
<br />CONCRETE FLARE LENGTHS ADJACENT TO NON -WALKABLE SURFACES SHOULD BE LESS THAN 8'LONG
<br />MEASURED ALONG THE BAUM FROM THE BACK Or CURR.
<br />1 0" CURB HEIGHT.
<br />Q
<br />2 FLIT_ CURB MET GMT.
<br />3 2' FOR 4" HIGH CURB AND 3' FOR 6" HIGH CURB.
<br />0 4 5IDE TREATMENT5 ARE APPLICABLE TO ALL RAMP TYPES AND SHOULD BE IMPLEMENTED AS NEEDED AS FIELD
<br />CONDITIONS BICIATE. THE ENGINEER SHALL DETERMINE THE RAMP SIDE TREATMENTS BASED ON MAtWENANCF
<br />OF BOTH RCA WAY AND SIEwA K.A JAcENT PROPERTY CDH5j0CAATJQmS.AW MITIGATING C N TR CTIDN IMPA cTs.
<br />�J9 TYPICALLY USED FOR MEDIANS AND ISLANDS.
<br />© WHEN NO CONCRETE FLARES ARE PROPOSED. THE CONCRETE WALK SHALL BE FORMED AND CONSTRUCTED
<br />PERPENDICULAR TO THE EDGE OF ROADWAY. MAINTAIN 3" MA%.BETWEEN EDGE OF DOMES AND EDGE OF CONCRETE.
<br />1F NO CURB AWE GUTTER IS PLACED IN RURAL SECTIONS. DETECTABLE WARNINGS SHALL BE PLACED 1FROM
<br />P THE EDGE OF BITIIMINOMS ROADWAY AND/OR BITUMNOUS SHARF9-USE PATH TO ROVIOE VISV AL CONTRAST-
<br />© ALL CONSTRUCTED CURDS MUST HAVE A CONTINUOUS DETECTABLE EDGE FOR THE VISUALLY IMPAIRED.
<br />THIS5 DETECTABLE G A 7 CIABL A WHIRR V R TX 5 RD- N H X C A
<br />NI pE E BLE CORE RA E ES BE F E WARNINGS E E ERE I zE I G HIGH 4R6. CUR
<br />TAPERS ARE CONSIDERED A DETECTABLE EDGE WHEN THE TAPER STARTS WITHIN 3" OF THE EDGE OF THE
<br />DETEG ABLE WARNINGS AND UNIFORMLY RISES TO A 3-INCH MINIMUM CURB NEIGH T. AkY NPB NOT PANT
<br />OF A ClpR6 TAPER AMC LESS THAN 3 INCHES IN IGHT IS NOT CONSIDERED A DETECTABLE EDGE AND
<br />THEREFORE IS NOT COMPLIANT WITH A[[ESSIB ILITY STANDARDS.
<br />9U DRILL AND GROUT 1 - NO. 4 12" LONG REINFORCEMENT BAR (EPDXY COATED) WITH 3" MIN. COVER,
<br />REINFORCEMENT BARS ARE NOT NEEDED IF THE APPROACH NOSE IS POURED INTEGRAL WITH THE V CURB -
<br />DRILL AND GROUT 2 - NO.A 12" LONG HF3NFORCEWNT BARS (EPDXY COATEDIWITH 3" MIN, COVER-REINFORCEVEN.
<br />BAPS ARE NOT NEEDED IF ENE APPROACH NOSE IS POURED INTEGRAL WITH THE CURB AND GUTTER.
<br />0 5IDE TREATMENT EXAMPLES SHOWN ARE WHEN THE INITIAL LANDING IS APPROXIMATELY LEVEL WITH THE FULL
<br />HEIGHT CURB D.E. 6' LONG RAMP FOR 6" HIGH CURB(. WHEN THE INITIAL LANCING IS MORE THAN P BELOW
<br />FULL HEIGHT CURB REFER TO SHEETS 1 & 2 TO MODIFY THE CURB HEIGHT TAPERS AND MAINTAIN POSITIVE
<br />BOULEVARD DRAINAGE.
<br />® NEAREST EDGE GF DETECTABLE WARNING SURFACES SHALL BE PLACED 12' MINIMUM TO 15- MAXIMUM FROM THE
<br />NEAREST RAIL.FOR SKEWED RAILWAYS IN NO INSTANCE SHALL THE DETECTABLE WARNING BE CLOSER THAN 12,
<br />MEASURED PERPENDICULAR TO THE NEAREST RAIL.
<br />® WHEN PEDESTRIAN BATES ARE PROVIDED. DETECTABLE WARNING SURFACES SHALL
<br />BE PLACED ON THE SIDE OF THE GATES OPP0511E THE RAIL,2'FROW THE
<br />APPROACHING SIDE OF THE GATE ARM. THIS CRITERIA GOVERNS OVER GO NOTE
<br />a
<br />CROSSING SURFACE SHALL EXTEND 2- MINIMUM PAST THE OUTSIDE EDGE DF WALK OR SNARED -LSE PATH.
<br />® 3'FOR MEDIANS AND SHUTTER ISLANDS. NOSE CAN RE REDUCED TO 2-OR EPEE RIGHT ISLANDS.
<br />©SIDEWALK TO BE PLACED 8.75•NIN.FROM THE FACE BF CURB/PROJECTED FACE OF CURB.TUIS
<br />ENSURES WIN.CLEARANCE BETWEEN THE SIDEWALK AND GATE ARM COUNTERWEIGHT SUPPORTS
<br />WALKABLE
<br />SURFACE
<br />O
<br />F.
<br />6
<br />2' MAX D"
<br />BO MCPFgC[KABLE
<br />d'j tyf
<br />El
<br />O.o9 .y D, 70 2
<br />3 f,,. S BACK OF CURB
<br />4Q P,P9'r O, FLOW LINE
<br />b
<br />6'MAX
<br />Q
<br />0
<br />FRON1 OF GUTTER
<br />COMBINED DIRECTIONAL (D
<br />NON -WALKABLE SURFACE
<br />IF NONTIONCRETE BLVD. 15 CONSTRUCTED AND 15
<br />LE55 THAN 2- IN WIDTH AT TOP BF CURB
<br />TRANSITION PAVE CONCRETE RAMP WIDTH TO
<br />ADJACENT BACK OF CURB.
<br />STANDARD ONE-WAY DIRECTIONAL
<br />09
<br />RAMP
<br />mB% TO 10Y. SLOPE
<br />DIRECTIONAL RAMP WALKABLE FLARE
<br />GHAOE
<br />GRACE CREAK
<br />M BREAK RAMP
<br />RAMP
<br />I MALL DIRECTIONS
<br />I SLOPE
<br />MAx 2.DI SLIX+ N i A CT 0 E I ALL AI E / NS
<br />IN ALL DIRECTIONS
<br />0"
<br />D' © �'• O
<br />DETECTABLE WARNING PLACEMENT WHEN
<br />SETBACK CRITERIA IS EXCEEDED
<br />ONE-WAY DIRECTIONAL WITH DETECTABLE
<br />WARNING AT BACK OF CURB
<br />E.0% MIN.
<br />2.0Y. MAX VAR. RAMP
<br />1LE OR
<br />RAFACE
<br />6" CONCRETE WALK
<br />BACA BE CURB
<br />FLOW LINE
<br />2.0%-3.0%
<br />GUTTER SLOPE
<br />SECTION D-D
<br />FRONT OF CLATTER
<br />CURB FOR DIRECTIONAL RAMPS
<br />i3
<br />EXISTING -------- �1/2 R
<br />WALK
<br />�2 "n
<br />YY � v"TABLF
<br />J 1 �[GNT H
<br />C` z
<br />V CURB ADJACENT TO LANDSCAPE
<br />CURB WITHIN SIDEWALK LIMITS
<br />{
<br />- EXISTING - � r _ M1 •1 - 112" R.
<br />WALK
<br />" N.
<br />/,P.riAH✓
<br />.h'VUMP' VARIABLE
<br />3 [GMT
<br />11.
<br />9;
<br />:I 2
<br />A
<br />V CURB ADJACENT TO LANDSCAPE
<br />CURB OUTSIDE SIDEWALK LIMITS
<br />9' MIN.
<br />LANDING
<br />DISTANCE FROM APS PUSH
<br />6" WIDE BUTTON TO EDGE OF SIDEWALK
<br />V-CURB MUST NOT EXCEED 10 INCHES
<br />1:2 13 6" WIDE
<br />V-CURD
<br />+" PEDESTAL POLE B ARE
<br />PEDESTAL FOSf1N00.TI0N
<br />(LINE UP CENTER OF POLE (MUST 8E FLUSH WITH
<br />WITH THE BACK PF V-CURB, THE SURROUNDING WALK)
<br />PLAN VIEW
<br />APS PUSH WT.ON
<br />[:SADOLE AD8P70RS1
<br />SECTION B-B
<br />SIGNAL PEDESTAL & PUSH BUTTON (V-CURB(
<br />1'R
<br />V CURB INTERSECTION
<br />V CURB ADJACENT TO BUILDING'
<br />OR BARRIER
<br />CONCRETE CURB DESIGN V
<br />CIWB HE IGNT
<br />H
<br />CLViB WIDTH
<br />W
<br /><6"
<br />4•'
<br />NOTES:
<br />LANDINGS SHALL BE LOCATED ANYWHERE THE PEDESTRIAN ACCESS ROUTE PAAI CHANGES
<br />DIRETION. AT THE TOP OF RAMPS THAT HAVE RUNNING SLOPES GREATER THAN 5.0%.
<br />AND IF THE APPROACHING WALK IS INVERSE GRADE.
<br />INITIAL CURB RAMP LANDINGS SHALL BE CONSTRUCTED WITHIN 15- FROM THE BACK
<br />OF CURE, WITH G'FROM THE BACK OF CURS BEING THE PREFERRED DISTANCE, ONLY
<br />APPLICABLE WHEN THE INITIAL RAMP RUNNING SLOPE IS DYER 5.0%.
<br />SECONDARY CURB RAMP LANDINGS ARE REQUIRED FOR EVERY 3d' OF VERTICAL RISE
<br />WHEN THE LONGIT VO]NAL SLOPE IS GREATER THAN S.O%.
<br />CONTA ACTION JOINTS SHALL BE CONSTRUCTED ALONG ALL GRADE BREAK& NITHIN THE PAR-1/4" DEEP VISUAL
<br />JOINTS SHALL BE USED AT THE TOP GRADE BREAK OF CONCRETE FLARES ADJACENT TO WALKABLE SURFACES.
<br />ALL GRACE BREAKS WITHIN THE PAR SHALL BE PERPENDICULAR TO THE PATH OF TRAVEL.
<br />THUS BOTH SIDES OF A SLOPED WALKING SURFACE MUST BE EOUAL LENGTH.
<br />TO ENSURE INITIAL RAMPS AND INITIAL LANDINGS ARE PROPERLY CONSTRUCTED, LANDINGS
<br />SHALL BE CAST SEPARATELY. FOLLOW SIDEWALK REINFORCEMENT DETAILS ON $MEET 6 AMC
<br />THC ADA SPECIAL PROVISION (PROSECUTION OF WORK),
<br />TOP OF CURB SHALL MATCH PROPOSED ADJACENT WALK GRADE.
<br />WHEN THE BOULEVARD IS 4- WIDE OR LESS, THE TOP OF CURB TAPER SHALL MATCH THE RAMP
<br />SLOPES TO REDUCE NEGATIVE BOULEVARD SLOPES FROM THE TOP BACK OF CURB TO THE PAR.
<br />ALL RAMP TYPES SHOULD HAVE A MINIMUM T LONG RAMP LENGTH.
<br />9'MINIMUM WIDTH OF DEIECTABLE WARNING IS REWIRED FOR ALL RAMPS. DETECTABLE WARNINGS
<br />SHALL CONTINUOUSLY EXTEND FOR A MIN. OF 24" IN THE PATH OF TRAVEL.DETECTABLE
<br />WARNING TO COVER ENTIRE WIDTH OF SHARED -USE PATH AND THE ENTIRE PAR WIDTH OF
<br />TI'E WALK. DETECTABLE WARNING SHOULD BE 6" LESS THAN THE PAR/PATH WTDTH.ARC
<br />LENGTH OF RADIAL DETECTABLE WARNINGS SHOULD NOT BE GREATER THAN 20 FEET.
<br />RADIAL DET CTAB E WARNINGS SHALL BE SETBACK 3" MINIMUM TO G" MAXIMUM FROM THE BACK OF CURB.
<br />SEE NOTES 8, FOR INFORMATION REGARDING RECTANGULAR DETECTABLE WARNING PLACEMENT.
<br />l"J
<br />© MATCH FOLL CURB HEIGHT.
<br />O2 3" HIGH CLING WHEN USING A 3'LpNG RAMP
<br />4" HIGH CURB WHEN USING A 4'LONG RAMP.
<br />3
<br />3" MINIMUM CURB HEIGHT IS.S' MIN. DISTANCE REQUIRED BETWEEN DOMES(
<br />9" PREFERRED IT'MIN. DISTANCE REQUIRED BETWEEN DOMES(.
<br />Q9 THE "BUMP" IN BETWEEN THE RAMPS SHOVED 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 />5 WIff0 USING CONCRETE PAVED FLARES ON THE OUTSIDE OF DIRECTIONAL RAMPS. AND ADJACENT TO A
<br />WALKABLE SURFACE. DIRECTIONAL RAMP FLARES SHOULD BE USED. SEE THE DETAIL ON THIS SHEET.
<br />GRADING SHALL ALWAYS' BE USED WHEN FEASIBLE.V CURB, IF USED. SHALL BE PLACED OUTSIDE THE SIDEWALK
<br />Q6
<br />LIMITS BE RIGHT R WAY ALLOW RED EN ADJACENT TO PARKING LOTS. FACILI FACILITATE
<br />OR BITUMINOUS TAPERS
<br />SHOULD BE USED OVER V CURB TO REDUCE TRIPPING HAZARDS AM F0.[RITATE SNOW A. ICE REMOVAL.
<br />I MAX. 2,02. SLOPE IN ALL DIRECTIONS 1N FRONT OF GRADE BREAK AND BRAIN TO FLOW LINE. SHALL BE
<br />CONSTRUCTED INTEGRAL WITH CURB AND GUTTER.
<br />® 5% TO IN% WALKABLE FLARE,
<br />Q9 PLACE DOMES AT THE RACK OF CURB WHEN ALLOWABLE SMACK CRITERIA IS EXCEEDED.
<br />FRONT EDGE OF TEC.ABLE WARNING SHALL HE T 0. 'MA% MUM WHEN AOJAC N7 TO AALKA LE
<br />PE SE D E a
<br />SURF ACE, AND S'MANIMUM WHEN ADJACENT TO NONA E SURFACE WITH ONE CORNER SET 3" FROM
<br />BACK OF CURBED WALK
<br />ABLE SURFACE IS DEFINED ASSPAVED
<br />SUR p PAVED FACE ADJACENT TO A CURB RAMP
<br />WITHOUT RAISED OBSTACLES ,HAY COULD MISTAKENLY BE TRAVERSED BY A VIER WHO IS VISUALLY
<br />MPA R I I EP
<br />11 RECTANGULAR DETECTABLE WARNINGS MAY BE SETBACK UP TO 9" FROM THE BACK OF CURB WITH CORNERS
<br />C
<br />SET 3" FROM BACK OF CURB. IF 9" SETBACK IS EXCEEDED USE RADIAL DETECTABLE WARNINGS.
<br />® FOR RJR
<br />ECTIONAL RAMPS WITH THE DETECTABLE WARNINGS PLACED AT THE BACK OF CURB. THE DETECTABLE
<br />WARNINGS SHALL COVER THE ENTIRE WIDTH OF THE ALK/PAT H. THIS ENSURES A DETECTABLE EDGE
<br />N W
<br />AND HELPS EL LAW ATE -THE CURB TAPER OBSTRUCTING THE PATH OF PEOESTRGN TRAVEL.
<br />THE CONCRETE WALK SHALL BE FORMED AND CONSTRUCTED PERPENDICULAR TO THE BACK OF CURB.
<br />MAINTAIN 3" BETWEEN EDGE DF COMES AND EDGE OF CONCRETE.
<br />® TO BE USED FOR ALL DIRECTIONAL RAMPS, EXCEPT WHERE DOMES ARE PLACED ALONG THE BACK OF CURB.
<br />6•' CONCRETE WALK
<br />3^ MINIMUM ELp55 5
<br />LEGEND
<br />AGGREGA TE BASE
<br />THESE
<br />LONGITUDINAL SLOPE RANGES SHALL BE THE STARTING POINT. IF SITE
<br />CONCIT
<br />IONS WARRANT LONGITUPINAL SLOPES UP TO 8.3Y, OR FLATTER ARE ALLOWED.
<br />INDICATES PEDESTRIAN RAMP - SLOPE SHALL BE BETWEEN
<br />A
<br />ND MINIMUM AND B.3Y. MA IN THE DIRECTION SHOWN
<br />T
<br />A NU THE CROSS SLOPE SHALLL NOT EXCEED 2.0%.
<br />F
<br />nI
<br />INDICATES PEDESTRIAN RAMP - SLOPE SHALL BE GREATER
<br />THAN 2.0% AND LESS. THAN 5.0% IN THE DIRECTION SHOWN
<br />TYPICAL N
<br />SIDEWALK SECTIO
<br />I
<br />C.
<br />AND RO55 SLOPE SHALL NOT £%CEEB 2.0Y..
<br />WITHIN INTERSECTION CORNER
<br />LANDING AREA - PREFERRED) DIMENSIONS AMC MAX
<br />Y.0% SLOPE IN ALL DIRECTIONS. LANDING SHALL BE FILL WIDTH OF INCOMING PARS.
<br />L DIRECTIONS. LADINGSHALL
<br />X"
<br />CURB HEIGHT
<br />VARIABLE
<br />HEIGHT
<br />H
<br />6"
<br />4' MIN.
<br />LANDING
<br />G.- WIDE
<br />DISTANCE FROM APS PUSH
<br />BUTTON TO EDGE OF SIDEWALK
<br />V CIWRB
<br />MUST 0 O INCHES
<br />A M NOT Exc¢En I iN E
<br />G" WIDE
<br />V-CURB
<br />H 4" PIS BUTTON
<br />STATION OGLE
<br />I8" WIDE 6T IS" LONG.
<br />G.
<br />-
<br />A ,� MIN. 12" THICK CONCRETE.
<br />MODIFY THE PUSH BUTTON
<br />STATION TO ALLOW A
<br />PLAN VIEW SpVARE FOUNDATION.
<br />18" WIDE CONCRETE TO
<br />MATCH HEIGHT OF
<br />ADJACENT 5" WIDE V CURB
<br />SECTION A -A
<br />PUSH BUTTON STATION (V-CURB)
<br />SEMI -DIRECTIONAL RAMP (3 4.4)
<br />Y DOME SETBACK. 4' LONG RAMP AND
<br />PUSH BUTTON 9, FROM THE BACK OF CURB
<br />PRIMARILY USED FOR APS APPLICATIONS
<br />WHERE THE PAR DOES NOT CONTINUE PAST
<br />THE PUSH BUTTON (BEAD -ENO SIDEWALK)
<br />INSET A EXI5T IN
<br />SIDEWALK
<br />'SIRIAN PATH
<br />-F TRAVEL ,
<br />LANDING RAMP( O ® 11
<br />I
<br />RAMP I
<br />LENGTH
<br />T`-'I ,
<br />------- - - - - -
<br />I
<br />QT IVAR.I I
<br />I I
<br />E.C.
<br />IVARI
<br />INSET A
<br />PAN
<br />O
<br />4 5
<br />Q TRANSITION EL
<br />NOTES:
<br />A WALKABLE FLARE IS AN 8-COX CONCRETE FLARE THAT IS REWIRED WHEN THE FLARE IS
<br />ADJACENT TO A WALKABLE 5URFACE.OR WHEN THE PEDESTRIAN PATH OF TRAVEL OF A
<br />PUSH BUTTON TRAVERSES THE FLARE.
<br />ALL V CORR CONTRACTION JOINTS SHALL MATCH CONCRETE WALK JOINTS.
<br />WHERE RIGHT-OF-WAY ALLOWS. USE UP V CURB SHOULD BE MINIMIZED. GRADING ADJACENT
<br />TURF OR SLOPING ADJACENT PAVEMENT IS PREFERRED.
<br />V CURB SHALL Bf PLACED ODT SIDE SHE SIDEWALK LIMITS WHEN RILkT OF WAY ALLOWS.
<br />Y CURB NEXT TO BUILDING SHALL BE A 4" WIDTH AND SHALL MATCH PREVIOUS TOP
<br />OF SIDEWALK ELEVATIONS.
<br />1D END TAPERS AT TRANSITION SECTION SHALL MATCH INPLACE SIDEWALK GRACES-.
<br />2 ALL V CURB SHALL MATE BOTTOM OF ACJACE T WALK.
<br />C H N
<br />3 EOBETWEEN NEW V CURB AND INPLACE STRUCTURE SHALL BE SEALED AND
<br />BONDW BREAKER SHALL BE USED BETWEEN EXISTING STRUCTURE AND PLACED V-CURB.
<br />Q THE MAX. RATE OF CROSS SLOPE TRANSITIONING IS V LINEAR FOOT OF SIDEWALK
<br />PER HALF PERCENT CROSS SLCPE,WUEN PAR WIDTH IS GREATER THAN G'OP THE
<br />NO NINO SLOPE IS GREATER THAN 5%,DOUBLE THE CALCULATED TRANS17100 LENGTH.
<br />OS TRANSITION PANELS ARE TO ONLY BE USED AFTER THE RAMP,OR IF NEEDED.LANDINC
<br />ARE AT THE FULL CURB HEIGHT (TYPICAL ECTIONI.
<br />H G 5
<br />G EXISTING CR055 SLOPE GREATER THAN 2.0%.
<br />O LEGEND
<br />THESE LONGITUDINAL SLOPE RANGES SHALL BE THE S7WRTING POINT. IF SITE
<br />CONDITIONS WARRANT. LONGITUDINAL SLOPES UP TO 8.3% OR FLATTER ARE ALLOWED.
<br />5 INDICATES PEDESTRIAN RAMP - SLOPE SHALL DE BETWEEN
<br />5.0% MINIMUM AND 9.37. MAXIMUM IN THE DINECTION SHOWN
<br />ONO THE CROSS SLOPE SHALL NOT EXCEED 2.07..
<br />LANDING AREA - R'X 4'MIN.(5'X 5- MIN. PREFERRED) DIMENSIONS AN O MAX
<br />2.07. SLGRE IN ALL DIRECTIONS. LANDING SHALL BE FULL WIDTH OF INCOMING PARS.
<br />TRANSITION E EXISTING
<br />TO BE USED FOR T.RATZ TONING THE CROSS -SLOPE E .S
<br />RAMP LINEAR
<br />THE EXISTING WALK SEE THIS
<br />LOHE-RATE OF ADDITIONAL
<br />TRANSITION FSHOULDORMAT ON 0.5Y.
<br />PEP ]LINEAR FOOT OF WALK. SEC THIS SHEET FOR ApOIT TONAL INFORMATION.
<br />FRONT OF GUTTER INSET A
<br />OO O BACK OF CURB/
<br />1/4 FLOW LINE EDGE CF WALK
<br />2 H! Q 4
<br />7' 4„
<br />24" 6-12"
<br />PERPENDICULAR 1�
<br />INSET B VAR.
<br />RAMP
<br />6" CONCRETE WALK
<br />PROJECTED BACK OF CURB/
<br />MAx O 4'
<br />}FRONT OF ....EP FLOW LINE EDGE OF WALK
<br />4
<br />24" g.]y,
<br />INSET R
<br />OUTFLOW GUTTER
<br />O
<br />T
<br />20, MAX. RECOMMENDED
<br />TO NOT AFFECT PARKING
<br />I
<br />HOLD TANGENT 5'
<br />PAST OUTSIDE 2 ERG
<br />L-3 IN. TAPER
<br />fGC,MGTREAM SIDE)
<br />INSET A INSET A _
<br />FRONT OF GUTTER FRONT OF GUTTER
<br />T BACK 0 O CURB/ A BACK OF CURB/
<br />4
<br />S/ O FLOW LINE EDGE OF WALK V4C FLOW LINE EDGE OF WALK
<br />I
<br />4•' 4.
<br />7^ I
<br />6"•
<br />z4'0' B-lz" A L z4" .I 9 a-12^•.I OPTIt)N AL SILL CURB WHEN SS OEWALK
<br />[5 AT BACK OF CURB
<br />NON PERPENDICULAR (� FOR CURB MACHINE PLACEMENT 'AROUND RADIUS Q CONCRETE SILL TO BE USED ONLY WHEN
<br />PEDESTRIAN ACCESS ROUTE CURB & GUTTER DETAIL !REGARDLESS GF RAMP TYPE? sPeLIFIED IN THE PLAN.
<br />MILL VERTICAL 54WCUT BTF.
<br />EDGE Q E O9 PAVEMENT ® & O
<br />EXISTING BIT. 2" DITUMINOUS E%[STING BIT. REMOVE & REPL AC[
<br />1/4" MIN. TO PAVEMENT MILL & PATCH PAVEMENT BIT. PAVEMENT
<br />U2" MAX:
<br />1�
<br />24"MIN. 24 MIN.
<br />5AWCUT
<br />SAWCUY BIT. VARIABLE DEPTH CONCRETE PAVEMENT
<br />INSET A PAVEMENT cWCRFTE BASE EX[STTNG
<br />EXISTING BIT. 2" BT-PATEN CONCRETE PAVEMENT
<br />PAVEMENT O & G) 4
<br />lJ R f
<br />I
<br />t/2
<br />I
<br />I
<br />l:3 MIN. TAPER ONLY ALLOWED PER ENGINEER'S APPROVAL "
<br />TO PREFERRED TAPER
<br />wpsTREAM SIDE) PAVEMENT TREATMENT OPTIONS IN FRONT OF CURB & GUTTER
<br />FOR USE ON CURB RAMP RETROFITS
<br />I NOTES:
<br />POSITIVE FLOW LINE DRAINAGE SHALL BE MAINTAINED THROUGH THE PEDESTRIAN ACCESS ROUTE WARD AT A 2% MANIMIM.
<br />NO FONDIIS SHALL BE PRESENT IN THE PAR.
<br />ANY VERTICAL LIP THAT OCCURS AT THE FLOW LINE SHALL NOT BE GREATER THAN 1/4 INCH.
<br />HOLD TANGENT 5'
<br />FOR USE E. CURB CUTS INCLUDE;
<br />THE PEEDICUL R. PATH OF TRAVEL IS A55VMEL DIAGONAL
<br />L THE GUTTER
<br />O
<br />PRAT OUTSIDE 2ER0
<br />FLOW LINE.RAMP TYPES INCLUDE: PERPENDICULAR. TIERED PERPENDICULAR PARALLEL AND DIAGONAL RAMPS.
<br />I
<br />FOR USE AT CURB RAMPS WHERE. THE PEDESTRIANS PATH OF TRAVEL IS ASSUMED NON
<br />PERPENDICULAR TO THE GUTTER FLOW LINE. RAMP TYPES INCLUDE: FANS & DEPRESSED CORNERS.
<br />BE G[N GUTTER SLOPE TRANSITION 10'OUTSIDE OF ALL CURB RAMF5.
<br />/ ,AQ THERE SHALL BE NO VERTICAL DISCONTINUITIES GREATER THAN 1/4".
<br />SMALL RADIUS 7/ - 05 SILVAT[ON CHANGE TAKES PLACE FROM THE EXISTING TO NEW FRONT OF GUTTER.
<br />21-10'TYPICAL PATCH IS U5E0 To MATCH THE NEW GUTTER FACE INTO THE EXISTING ROADWAY,
<br />® VARIABLE WIUTH FOR DIRECTIONAL CURB APPLICATIONS.SEE SHEET 2 FOR DIRECTIONAL CURB SLOPE REQUIREMENTS,
<br />Q TOP FRONT OF GUTTER SHALL BE CONSTRUCTED FLUSH WITH PROPOSED ADJACENT PAVEMENT ELEVATION.
<br />TOP I.5•' NF THE GUTTER FACE MUST RE 4 FORMED EDGE. PAR GUTTER SHALL NOT BE OVERLAID.
<br />8 SHOULD BE USED AT VERTICALLY CONSTRAINED AREAS WHEN AT A DRAINAGE HIGH POINT OR SUPER ELEVATED ROADWAYSEUMENT S.
<br />O
<br />�9 DRILL AND GROUT HO.4 EPDXY -COATED IS" LONG TIE BARS AT 30" CENTER TO
<br />CENTER INTD EXISTING CONCRETE PAVEMENT !'MINIMUM FROM ALL JOINTS.
<br />LARGE RAOC
<br />20'-40' 7YPIC AL
<br />HELPS PROVIDE TWO SEPARATE RAMPS REDUCES THE DOME SETBACK LENGTH AND MINIMIZES DIRECTIONAL CURB.
<br />s
<br />THIS RADIUS DESIGN CLOSELY FOLLOWS THE TURNING VEHICLE PATH WHILE OPTIMIZING CURE RAMP LENGTH.
<br />© CURB EXTENSIONS SHOULD BE USED IN VERTICALLY CONSTRAINED AREAS, USUALLY W DOWNTOWN ROADWAY SEGMENTS WHERE
<br />DN-STREET PARKING IS AVAILABLE CRAB EXTENSIONS SHOULD RE CONSIDERED FOR APS INTUSECTIONS WHERE SPACE IS LIMITED.
<br />SMALL RADIUS PUSH BUTTONS MUST WET APS CRITERIA AS DESCRIBED IN THE PUSH BUTTON LOCATION DETAIL SHEET.
<br />21-10'TYPICAL ® PLACE BOND BREAKER BETWEEN WALKANDTOP OF SILL.
<br />COMBINED DIRECTIONAL ® ® 1/2° PREFORMED JOINT FILLER PER MNDOT SPEC.3702.
<br />(COMPOUND RADIUS) ® DIMENSION TO BE SAME AS SIDEWALK THICKNESS. 4" MIN.
<br />AAA CURB EXTENSION WITH COMPOUND RADIUS (BUMP OUT(©
<br />DIRECTION OF TRAFFIC
<br />MAIN STREET
<br />PLAN' VIEW \ 0 O z 0,
<br />\ ` 2
<br />`\\ z
<br />NON -CONCRETE NON -CONCRETE EXIT TING SIDEWALK EXISTING
<br />\ \ BOULEVARD BOULEVARD SECEWAIA Nnx. REPLACEMENT SIDEWALK
<br />LANDING \
<br />\N I.W. MIN.
<br />\ $.OX MAX.
<br />` LANDING LANDING
<br />SAW CONCRETE
<br />DEPTH ON EXISTING
<br />\ \\ JOINT RINUDENTALI
<br />PROFILE VIEW
<br />a
<br />\ \ µLOWpso•� \ CONCRETE CONCRETE
<br />\ \ \TTDB EA� \ 'g BOULEVARD BOULEVARD 4" S WALK
<br />\ \ \ \ \ \ \ \ \ \ \ \ \ (TYPICAL(
<br />\ \ \ \ \ \ \ \ \ \ \ \ \ Q Q Q 0
<br />- OPTIONAL SIDEWALK REINFORCEMENT
<br />ECGE BE THROUGH LANE
<br />SIDEWALK REINFORCEMENT TO HE USED
<br />ONLY WHEN SPECIFIED IN THE PLAN.
<br />5..0% MIN.
<br />'/. MAX. EXPANSION MATERIAL PLACEMENT FOR OPYIONAL CURB LINE REINFORCEMENT Q
<br />ION MIN 4 CONCRETE AND BITUMINOUS ROADWAYS. PLACEMENT ON BITUMINOUS ROADWAYS
<br />5.0% MAX
<br />U. MAX, 5AWCUT
<br />POPON'R PAW ONUS TING CDRB
<br />EDGE OF THROUGH LANE K„
<br />[GRIN ANA GNTTGR D DIETER
<br />PEDESTRIAN R0.Np PEDESTRIAN RAMP
<br />2� \ \ \ \ \ \ \ \ , 3" MIN. 3" MCI,
<br />HP TO -7, 2:OY. MAX. OR UP UP 7D 2,DY. HP TO 2.0'/-
<br />\ \ \ CLANG TG 9% CH4NGE 2.0% MAX. OR UP A -
<br />\ \ \ \ [MANGE TO 4X CHANGE CF{0.NGF GAWGUT
<br />\ T I i/2 TAB U ,I :At" FOR USE ON CURR RAMP RETRCFTTS
<br />i4G A FLOW LINE PROFILE T BLE" TWIN PERPENDtCULARS CURB AND GUTTER
<br />A PRaPD5E0 cuAB
<br />3
<br />ANO GUTTED
<br />\ \ PEDESTRIAN RAMP REINFORCEMENT
<br />\ \ UP 2A% MAX. GR UP UP TO 2.0%
<br />c"ANGE TG +x cx4kcE cxANGE OPTIONAL CURB LINE REINFORCEMENT DETAILS OO
<br />\ \
<br />\ \ FLOW LINE PROFILE "TABLE" -FAN
<br />5
<br />LANDING MIN.
<br />.0'/. MAX. 3
<br />\ \ PEOf5TR1AN RAMP PEDESTRIAN RAMP
<br />\NI AWNING
<br />f.OY. M N.
<br />LO% MIN. COY. MIN. MIN.
<br />1.0% M[N.
<br />I
<br />' P 5.0% MAX. AN 1.SA REFERRED 1.5% PREFERRED MA LANDING
<br />SAX MA%. S:G.G X.
<br />\ \ FLOW LINE PROFILE RAISE - TWIN PERPENDICULARS 1r 36" MAR. 3"
<br />Hi
<br />PEDESTRIAN RAMP
<br />\ 1.0% MIN. lA% MIN. 1.0% MIN. 36" -
<br />5,0x MAX. LSX PREFERRED 5:O% MAX. MAX, MAX. 36" MAX. ]2•
<br />2' 12" 12•
<br />FLOW LINE PROFILE RAISE -FAN
<br />CURB LINE AND ROAD CROSSING ADJUSTMENTS SEPARATE LANDING © r'
<br />POUR REINFORCEMENT
<br />"TABLING" OF CROSSWALKS MEANS MAINTAINING LESS THAN 2% CROSS SLOPE WITHIN A CROSSWALK. NOTES:
<br />I5 REQUIRED WHEN A ROADWAY 15 IN A STOP OR VIELD CONDITION AMC THE PROJECT SCOPE ALLOWS. © TO ENSURE RAMPS AND LANDINGS ARE PROPERLY CONSTRUCT TO. ALL INITIAL LANDINGS AT A TOP OF A RAMPED SURFACE
<br />RECONSTRUCTION PROJECTS, ON FULL PAVEMENT REPLACEMENT PROJECTS (RUNNING SLOPE GREATER THAN 2Y.I SHALL BE FORMED AND PLACED SEPARATELY IN AN INDEPENDENT CONCRETE POUR.
<br />"TABLING" OF ENTIRE CROSSWALK SHALL OCCUR WHEN FEASIBLE. FOLLOW SIDEWALK REINFORCEMENT DETAILS ON THIS SHEET FOR ALL SEPARATELY POURED INITIAL LANDINGS.
<br />(D BRILL AND GROUT No.4 12 LONG REINFORCEMENT BARS AT 35•' MAXIMUM CENTER
<br />WILL A OVERLAY PROJECTS, "TABLING" OF FLOW LINES.IN FRONT OF THE PEDESTRIAN RAMP. 7O IENVER EPDXY WATEIM, BARS 70 BE ADJu5TC0 TO MATCH RAMP SPADE.
<br />15 REWRED WHEN THE E%(STING FLOW LINE 15 GREATER THAN 27-ARPING OF THE BITUMINOUS Q DRILL AND GROUT 2 - N0.4 % 12" LONG REINFORCEMENT BARS (EPDXY COATED(.
<br />P VEMENT CAN NOT EXTEND INTO THE THAbHOH LAN .TABLE THE FLOW LINE TO 2% OR AS
<br />MUCH AS POSE OLE WHILE ADHERING TO THE FOLLOWING CRITERIA; REINFORCEMENT REQUIRED FOR ALL CONSTRUCTION JOINTS WITHIN RADIUS.
<br />1 C% M N. BOSS-SL PE OF T ROAD
<br />11. 0 RE P
<br />4- THIS OPTIONAL CURB L1 NE REINFORCEMENT DETAIL SHOULD ONLY BE
<br />zl SO% MAX. CAoss-SLOPE aF THE ROAD
<br />31 "TA ONE" FLOW LINE UP TO 4% CHANGE FROM EXISTING SLOPE IN FRONT OF PEDESTRIAN RAMP USED ON BIT UNINWS ROADWAYS WHEN SPECIFIED IN THE PLAN.
<br />4I UP TO 2% CHANGE IN FLOW LINE FROM EXISTING 5LOPF BEYOND THE PEDESTRIAN CURB RAMP Q5 112 IN, PREFORMED JOINT FILLER MATERIAL PER MNDOT SPEC. 3702.
<br />STAND-ALONE ADA RETROFITS;FOLLOw MILL & OVERLAY CRITERIA ABOVE HOWEVER ALL PAVEMENT
<br />WARPING IS GONE WITH BITUMINOUS PATCHING ON BITUMINOUS ROADWAYS AND FULL -DEPTH APRON
<br />REPLACEMENT ON CONCRETE ROADWAYS. ' W'Ailpr' "MYIsm'
<br />R RAMP REVISION: RAISING OF CURB LINES SHOULD OCCUR IN VERTICALLY CONSTRAINED AREAS. RAISE THE CURB LINES ENOUGH TO
<br />PEDESTRIAN
<br />CU B R M DETAILS
<br />gLLOH COMPLIANT RAMPS DR MUCH AS POSSIBLE WHILE ADHERING TO THE FOLLOWING. CRITERIA, R'A�
<br />aPPR VIP= JANUARY 23, 201T IN. FLO. LINE . 31 Ha% RECOMMENDED MAX.NNLTHHER LINE
<br />11S IDEUM LBE PEDESTRIAN OPE Or THE ROAD
<br />TO MAINTAIN POSIT
<br />EVE OR AINAGE ti �UjYI [ 'j (]% �JC (� (' (�C ('
<br />-- 1AwuiN¢ MAAXuf ---- 41 LONGITUDINAL THROUGH LANE ROADWAY TAPERS SHOULD BE I' VERTICAL PER 15' NORI20NTAL �+r AF TW*r,W STALE RESIGN [NEINEEP �� 2 3 v O Z STANDARD PLAN J L J I " LJ U O V r O-
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<br />Cc� G3 00 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 WAS
<br />PREPARED BY ME OR UNDER MY DIRECT
<br />SUPERVISION AND THAT I AM A DULY
<br />LICENSED PROFESSIONAL ENGINEER
<br />UNDER THE LAWS OF THE STATE OF
<br />MINNESOTA.
<br />Mathew R. Pavek
<br />DATE 02.21.2020 LICENSE No. 44263
<br />ISSUE/SUBMITTAL SUMMARY
<br />DRAWN BY: KT, ND, JD REVIEWED BY: PS
<br />PROJECT NUMBER: 19296
<br />REVISION SUMMARY
<br />DATE DESCRIPTION
<br />CIVIL DETAILS 1
<br />C503
<br />4/17/2020 14:10:14
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