|
DEVELOPER
<br />NATIONAL SELF -STORAGE, LLC
<br />2827 107TH AVENUE
<br />BLAINE, MN 55449
<br />0 66 2
<br />ti 66
<br />a j
<br />WALKABLE
<br />SURFACE
<br />LANDING
<br />RAMP
<br />WALKABLE
<br />SURFACE
<br />8-10%
<br />FFLLA ET
<br />PAVED FLARES
<br />ADJACENT TO WALKABLE SURFACE
<br />LANDING
<br />NON -WALKABLE RAMP
<br />SURFACE
<br />U6
<br />C LARE Ed11111 0111 CONCRETFLARE E
<br />2 F3 .'al'." 3
<br />NON -WALKABLE
<br />SURFACE
<br />1'6
<br />I' MINIMUM
<br />PAVED FLARES
<br />ADJACENT TO NON -WALKABLE SURFACE
<br />CURB DESIGN V
<br />SEE APPROACH
<br />NOSE DETAIL
<br />NON -WALKABLE
<br />SURFACE
<br />LANDING
<br />RAMP
<br />CURB DESIGN V
<br />NON -WALKABLE
<br />SURFACE
<br />DIRECTION OF TRAFFIC
<br />RETURNED CURB
<br />NON -WALKABLE /
<br />SURFACE
<br />416
<br />GRADED
<br />/ FLARE
<br />LANDING
<br />RAMP
<br />\ NON -WALKABLE
<br />\ SURFACE
<br />1,6\
<br />GRADED
<br />FLARE \
<br />of
<br />GRADED FLARES
<br />TYPICAL SIDE TREATMENT OPTIONS 05
<br />B
<br />\ F
<br />14e TAPFR
<br />MATCH INPLACE
<br />CURB HEIGHT
<br />Y
<br />AB
<br />AP
<br />.
<br />•tom_-
<br />ER
<br />40
<br />77" MINIMUM CURB HEIGHT 4" PREFERRED
<br />U8EA5URE0 AT FRONTHFACIE OF CURB)
<br />(FLIIEASUREO•ALON6 FLOW LINE)
<br />CUR2 HENOH CE
<br />DETECTABLE EDGE WITH
<br />CURB AND GUTTER OB
<br />R.-
<br />VAR. A„
<br />Tuff 6„ Ij
<br />TOP OF GUTTER
<br />7"
<br />SECTION A -A
<br />CURB
<br />DESIGN V
<br />CURB &
<br />BUTTER
<br />APPROACH NOSE DETAIL
<br />FOR DOWNSTREAM SIDE OF TRAFFIC
<br />A
<br />ER
<br />A
<br />RADIAL DETECTABLE WARNING
<br />RECTANGULAR DETECTABLE WARNING
<br />DETECTABLE EDGE WITHOUT CURB AND GUTTER
<br />NOTES,
<br />SEE STANDARD PLATE 7038 AND THIS SHEET FOR ADDITIONAL DETAILS ON DETECTABLE WARNING.
<br />WHETHER A SURFACE IS WALKABLE OR NOT SHALL BE DETERMINED BY THE ENGINEER.
<br />CONCRETE FLARE LENGTHS ADJACENT TO NON -WALKABLE SURFACES SHOULO BE LESS THAN 8'LONG
<br />MEASURED ALONG THE RAMPS FROM THE BACK OF CURB.
<br />0
<br />0
<br />0" CURB HEIGHT.
<br />FULL CURB HEIGHT.
<br />2'- 3'FLARE.
<br />0 IMMOVABLE OBJECT OR OBSTRUCTION.
<br />© SIDE TREATMENTS ARE APPLICABLE TO ALL RAMP TYPES AND SHOULD BE IMPLEMENTED
<br />AS NEE0E0 ON ALL RAMPS AS FIELD CONDITIONS DICTATE.THE ENGINEER SHALL
<br />DETERMINE THE RA18' 510E TREATMENTS BASED ON MAINTENANCE OF BOTH ROADWAY AND
<br />SIDEWALK, ADJACENT PROPERTY CONSIDERATIONS,AND MITIGATING CONSTRUCTION IMPACTS.
<br />© WHEN NO CONCRETE FLARES ARE PROPOSED.THE CONCRETE WALK SHALL BE FORMED AND
<br />CONSTRUCTED PERPENDICULAR TO THE EDGE OF ROADWAY. MAINTAIN 3" BETWEEN EDGE OF
<br />DOMES AND EDGE OF CONCRETE.
<br />0 IF NO CURB AND GUTTER IS PLACED IN RURAL SECTIONS, DETECTABLE WARNINGS SHALL
<br />BE PLACED :'FROM THE EOGE OF ROADWAY TO PROVIDE VISUAL CONTRAST.
<br />© ALL CONSTRUCTED CURBS MUST HAVE A CONTINUOUS DETECTABLE EDGE FOR THE
<br />VISUALLY IMPAIREO.THIS DETECTABLE EDGE REQUIRES DETECTABLE WARNINGS WHEREVER
<br />THERE IS ZERO -INCH HIGH CURB, CURB TAPERS ARE CONSIDERED A DETECTABLE
<br />EDGE WHEN THE TAPER STARTS WITHIN 3" OF THE EDGE OF THE DETECTABLE WARNINGS
<br />AND UNIFORMLY RISES TO A 3-INCH MINIMUM CURB HEIGHT.ANY CURB NOT PART OF
<br />A CURB TAPER AND LESS THAN 3 INCHES 1N HEIGHT IS NOT CONSIDERED A
<br />DETECTABLE EDGE AND THEREFORE IS NOT COMPLIANT WITH ACCESSIBILITY STANDARDS.
<br />STANM81 PLR: BEET N0.
<br />5-297.250 (4 OF 5)
<br />STANDA80 ASPR0YE0,
<br />APRIL 10,2013
<br />PEDESTRIAN CURB RAMP DETAILS
<br />STATE PROJ. NO
<br />(TH ) SHEET NO. OF SHEETS
<br />0
<br />5' MAX
<br />1
<br />OT
<br />OPTIONAL V-CURB ©
<br />OR GRADING
<br />ALKABLE SURFACE
<br />BACK OF CURB
<br />FLOW LINE
<br />FRONT OF CUTTER
<br />ADJACENT TO NON -WALKABLE SURFACE
<br />OPTIONAL V CURB,
<br />GRADING 0R FLARE 09
<br />NON -WALKABLE SURFACE
<br />WALK
<br />5' MAX
<br />IF NON -CONCRETE BLVD.15 CONSTRUCTED AND IS
<br />LESS THAN 2'IN WIDTH AT TOP OF CURB
<br />TRANSITION,PAVE CONCRETE RAMP NIDTH TO
<br />ADJACENT BACK OF CURB.
<br />ONE-WAY DIRECTIONAL
<br />NON -WALKABLE OR
<br />WALKABLE SURFACE
<br />BACK OF CURB
<br />FLOW LINE 2.0Y.-3.0X
<br />GUTTER SLOPE
<br />FRONT OF GUTTER
<br />2' MAX
<br />07
<br />OPTIONAL V-CURB ©
<br />OR GRADING
<br />7
<br />��
<br />a �lWALKABLE SURFACE
<br />0
<br />t
<br />ADJACENT TO WALKABLE SURFACE
<br />COMBINED DIRECTIONAL OS
<br />GRADE
<br />BREAK
<br />MAX• 2.0% SLOPE
<br />IN ALL DIRECTIONS
<br />NON -WALKABLE
<br />SURFACE
<br />DETECTABLE WARNING PLACEMENT WHEN
<br />SETBACK
<br />CRITERIA IS EXCEEDED
<br />MAX
<br />CURB FOR DIRECTIONAL RAMPS 0
<br />VAR. RAMP
<br />6" CONCRETE WALK
<br />SECTION D-D
<br />GRADE
<br />BREAK
<br />MAR 2,OY. SLOPE
<br />IN ALL DIRECTIONS
<br />NON -WALKABLE
<br />SURFACE
<br />NOTES,
<br />LANDINGS SHALL BE LOCATED ANYWHERE THE PEDESTRIAN ACCESS ROUTE CHANGES
<br />DIRECTION,AT THE TOP OF RAMPS THAT HAVE RUNNING SLOPES GREATER THAN 5.0X,
<br />AND IF THE APPROACHING WALK IS INVERSE GRADE.
<br />INITIAL CURB RAMP LANDINGS SHALL BE CONSTRUCTED WITHIN I5'FROM THE BACK
<br />OF CU0B,WITH 6'FROM THE BACK OF CURB BEING THE PREFERRED DISTANCE.
<br />SECONDARY CURB RAMP LANDINGS ARE REWIRED FOR EVERY 30. OF VERTICAL RISE
<br />WHEN THE LONGITUDINAL SLOPE IS GREATER THAN 5.0%.
<br />CONTRACTION JOINTS SHALL BE CONSTRUCTE0 ALONG ALL GRADE BREAKS.
<br />SHALL BE PERPENDICULAR TO THE PATH OF TRAVEL.
<br />ALL CRAOE BREAKS WITHIN THE PAR
<br />0 CN THE RAMPS AND LANDINGS ARE PROPE
<br />RLY CONCIRUCTEO LANDINGS MAY
<br />8E CAST DINGS A E CAST
<br />SE SIDEWALK REINFORCEMENT DETAILS ON SHEET 5
<br />WHEN LANDINGS ARE CAST SEPARATELY.
<br />ALL SLOPES ARE ABSOLUTE, RATHER THAN RELATIVE TO SIDEWALK/ROADWAY GRADES.
<br />TOP OF CURB SHALL MATCH PROPOSED ADJACENT WALK GRADE.
<br />4'MINIMUM WIDTH OF DETECTABLE WARNING 15 REQUIRED FOR ALL RAMPS.DETECTABLE
<br />WARNINGS SHALL CONTINUOUSLY EXTEND FOR A MINIMUM OF 24" IN THE PATH OF
<br />TRAVEL. SHARED USE PATHS SHALL HAVE DETECTABLE WARNING ACROSS THE ENTIRE
<br />WROTH OF PATH WHEN THE PATH CROSSES A ROAD.
<br />SEE STANDARD PLATE 7038 AND SHEET 4 OF 5 FOR ADDITIONAL DETAILS ON DETECTABLE WARNING.
<br />2�0" CURB HEIGHT.
<br />FULL CURB HEIGHT.
<br />© 3" MINIMUM CURB HEIGHT,4" PREFERRED.
<br />40 I/2" PREFORMED JOINT FILLER MATERIAL AASHTO M 213.JOINT FILLER SHALL BE PLACED
<br />FLUSH WITH THE BACK OF CURB AND ADJACENT SIOEWALK.JOINT SHALL BE FREE OF DEBRIS.
<br />RECTANGULAR DETECTABLE WARNINGS SHALL BE SETBACK 3" FROM THE BACK OF CURB.
<br />RADIAL DETECTABLE WARNINGS SHALL BE SETBACK 3" MIN.TO 6"MAX.FROM THE BACK OF CURB.
<br />© SEE PEDESTRIAN ACCESS ROUTE CURB AND GUTTER DETAIL FOR INFORMATION ON
<br />CONSTRUCTING CURB AND GUTTER AT CURB OPENINGS.SEE SHEET N0.3 OF 5.
<br />© 4'BY 44.11N.LANDING WITH MAX.2.06 SLOPE IN ALL DIRECTIONS.
<br />0 IF LONGITUDINAL SLOPE IS GREATER THAN S.OR 4'X 4'MIN.LANDINC WITH MAX 2.0% SLOPE IN
<br />ALL DIRECTIONS REWIRED.
<br />00 V CURB,IF USED,SHALL BE PLACED OUTSIDE THE SIDEWALK LIMITS WHEN RIGHT OF WAY ALLOWS.
<br />0 SEE SHEET 4 OF 55, SEE RETURNED 1TYPICAL SIDE TREATMENT OPTIONS,F6R DETAILS DN FLARES
<br />MAX.2.05 SLOPE IN ALL DIRECTIONS IN FRONT OF GRADE BREAK AND DRAIN TO FLOW
<br />LINE.SHALL BE CONSTRUCTED INTEGRAL WITH CURB AND GUTTER.
<br />Qi TO BE USED FOR ALL DIRECTIONAL RAMPS.
<br />0 PLACE DOMES AT THE BACK OF CURB WHEN ALLOWABLE SETBACK CRITERIA IS EXCEEDED.
<br />0 RECTANGULAR DETECTABLE WARNINGS MAY BE SETBACK 9" FROM THE BACK OF CURB
<br />WITH CORNERS SET 3" FROM BACK OF CURB. IF 9" SETBACK IS EXCEEDED USE RADIAL
<br />DETECTABLE WARNINGS.
<br />® WHEN NO CONCRETE FLARES ARE PROPOSED,THE CONCRETE WALK SHALL BE FORMED AND
<br />CONSTRUCTED PERPENDICULAR TO THE BACK OF CURB.MAINTATN 3" BETWEEN EDGE OF
<br />DOMES ANO EDGE OF CONCRETE.
<br />BACK 2.MAXIMUM WHEN ADJACENT TO
<br />NC ALL BE SET 70 M FRONT EOGE OF DETECTABLE WARN: SHALL
<br />WALKABLE TU3FACE,AND BACK
<br />Of CUM WHEN ADJACENT SURFACE
<br />IS
<br />SURFACE WITH ONE
<br />CORNER SET 3" FROM BECK OF CURB. WHETHER A SURFACE IS WALKABLE OR N07 SHALL
<br />BE DETERMINED BY THE ENGINEER
<br />LEGEND
<br />THESE LONGITUDINAL SLOPE RANGES SHALL BE THE STARTING POINT.
<br />IF SITE CONDITIONS WARRANT.LONGITUDINAL SLOPES UP TO 8.3%
<br />OR FLATTER ARE ALLOWED.
<br />qs
<br />Q1`
<br />t
<br />INDICATES PEDESTRIAN RAMP - SLOPE SHALL BE BETWEEN
<br />5.0% MINIMUM AND 8.E. MAXIMUM IN THE DIRECTION SHOWN
<br />Y AX
<br />AND THE CROSS SLOPE SHALL NOT EXCEED 2.00TI
<br />.OY.
<br />INDICATES PEDESTRIAN RAMP - SLOPE SHALL BE GREATER
<br />THAN 2.0% AND LESS THAN 5.0% IN THE DIRECTION SHOWN
<br />AND CROSS SLOPE SHALL NOT EXCEED 2.0%
<br />STANDAR PLAN BEET M0.
<br />5-297.250 (2 OF 5)
<br />ST0008 APRIOVTA
<br />APRIL 10, 2013
<br />PEDESTRIAN CURB RAMP DETAILS
<br />STATE PROD. NO
<br />(TH ) SHEET NO. OF SHEETS
<br />SIDEWALK REINFORCEMENT OS
<br />4'0" MIN.
<br />.SIOEWALK
<br />DETECTABLE Y4.
<br />.WARNINGS
<br />- 'DETECTABLE 24"
<br />WARNINGS
<br />• .SIDEWALK
<br />RAILROAD CROSSING
<br />PLAN VIEW
<br />6" CONCRETE WALK
<br />3" MINIMUM CLASS 5
<br />AGGREGATE BASE
<br />TYPICAL SIDEWALK SECTION
<br />WITHIN INTERSECTION CORNER
<br />NON -WALKABLE
<br />SURFACE
<br />V CURB ADJACENT TO LANDSCAPE
<br />CURB WITHIN SIOEWALK LIMITS
<br />V CURB ADJACENT TO LANDSCAPE
<br />CURB OUTSIDE SIDEWALK LIMITS
<br />PEDESTRIAN
<br />PUSH BUTTON
<br />STATION BASE
<br />NON -WALKABLE
<br />SURFACE
<br />CONCRETE WALK EDGES ADJACENT
<br />TO CONCRETE STRUCTURES
<br />CONCRETE CURB DESIGN V
<br />CURB HEIGHT
<br />CURB NIDTH
<br />H
<br />w
<br /><6"
<br />4"
<br />a6"
<br />6"
<br />VARIABLE
<br />HEIGHT
<br />V CURB INTERSECTION
<br />' EXISTING --
<br />WAK;'
<br />EXISTING
<br />BUILDING
<br />VARIABLE
<br />HEIGHT
<br />6"
<br />V CURB ADJACENT TO BUILDING
<br />OR BARRIER
<br />NOTES
<br />ALL V CURB CONTRACTION JOINTS SHALL MATCH CONCRETE WALK JOINTS.
<br />Y SHOULD DE MINIMIZED.GRADING
<br />ADJAC
<br />ENT
<br />RIGHT-OF-WAY A A LL W O 5,U5E OF V CURB N
<br />JACENT TURF OR SLOPING ADJACENT PAVEMENT IS PREFERRED.
<br />V CURB SHALL BE PLACED OUTSIDE THE SIDEWALK LIMITS WHEN RIGHT OF WAY ALLOWS.
<br />V CURB NEXT TO BUILDING SHALL BE A 4" WIDTH AND SHALL MATCH PREVIOUS
<br />TOP OF SIDEWALK ELEVATIONS.
<br />© END TAPERS AT TRANSITION SECTION SHALL MATCH INPLACE SIOEWALK GRADES.
<br />02 ALL V CURB SHALL MATCH BOTTOM OF ADJACENT WALK.
<br />© EDGE BETWEEN NEW V CURB AND INPLACE STRUCTURE SHALL BE SEALED AND
<br />BONO BREAKER SHALL WE USED BETWEEN EXISTING STRUCTURE AND PLACED V-CURB.
<br />© EOGE OF DETECTABLE WARNING SURFACES SHALL BE PLACED 15'MAXIMUM FROM
<br />THE CENTERLINE OF THE TRACK.WHEN PEDESTRIAN GATES ARE PROVIDE°,
<br />DETECTABLE WARNING SURFACES SHALL BE PLACED ON THE SIDE OF THE GATES
<br />OPPOSITE THE RAIL, 17" - 19" FROM THE APPROACHING SIDE OF THE CATE ARM.
<br />©WHEN PLAN SPECIFIES,ORILL AND GROUT N0,4 12" LONG REINFORCEMENT BARS AT
<br />36. MAX. CENTER TO CENTER (EPDXY COATEOI
<br />©TO ENSURE RAMPS AND LANDINGS ARE PROPERLY CONCTRUCTEO LANDINGS MAY
<br />BE CAST SEPARATELY.FOLLOW SIDEWALK REINFORCEMENT DETAILS ON THIS SHEET
<br />WHEN LANDINGS ARE CAST SEPARATELY.
<br />STNOMA1 RAN WWI.
<br />5-297.250 (5 OF 5)
<br />SEMI MW AOVEO,
<br />APRIL 10, 20(3
<br />STATE PROJ. NO
<br />PEDESTRIAN CURB RAMP DETAILS
<br />(TH ) SHEET NO. OF SHEETS
<br />Vwi
<br />a
<br />BACK OF CURB
<br />FLOW LINE
<br />FRONT OF GUTTER
<br />A
<br />PERPENDICULAR
<br />© C�
<br />OPTIONAL V CURB OR GRADING
<br />©
<br />CURB OR
<br />CURB AND GUTTER
<br />CURB OR
<br />CURB AND GUTTER
<br />NON -WALKABLE OR
<br />WALKABLE SURFACE
<br />CAA
<br />PARALLEL
<br />A
<br />©
<br />A�
<br />NON -WALKABLE OR
<br />WALKABLE SURFACE
<br />TIERED PERPENDICULAR
<br />4' 0"MIN.
<br />REQUIRED LANDING
<br />0.02 FT./FT. MAX. qD
<br />6" > 0.05 FT./FT. AND
<br />CONCRETE 50.083 FT./FT PREFERRED
<br />WALK
<br />SECTION A -A
<br />PERPENDICULAR/TIERED/DIAGONAL
<br />6"
<br />CONCRETE
<br />WALK
<br />4'0"MIN,
<br />REQUIRED LANDING 1
<br />0.02 FT,/FT. MAX.©
<br />>0.02 FT./FT. AND
<br />50.05 FT./FT PREFERRED
<br />SECTION B-B
<br />FAN
<br />7
<br />O
<br />CURB 0R
<br />CURB ANO GUTTER
<br />OPTIONAL V CURB
<br />OR GRADING ©
<br />FAN
<br />OPTIONAL V CURB
<br />0R GRADING O
<br />4
<br />DEPRESSED CORNER
<br />_6"
<br />CONCRETE L- 0.02 FT./FT. MAX.©
<br />WALK
<br />SECTION C-C
<br />PARALLEL/DEPRESSED CORNER
<br />DIAGONAL CO
<br />NOTES:
<br />LANDINGS SHALL BE LOCATED ANYWHERE THE PEDESTRIAN ACCESS ROUTE CHANGES
<br />D1REC710N,AT THE TOP OF RAMPS THAT HAVE RUNNING SLOPES GREATER THAN 5.0%,
<br />AND IF THE APPROACHING WALK IS DIVERSE GRADE.
<br />INITIAL CURB RAMP LANDINGS SHALL BE CONSTRUCTED WITHIN 15'FROM THE BACK
<br />OF CURB, WITH 6•FROM THE BACK OF CURB BEING THE PREFERRED DISTANCE.
<br />SECONDARY CURB RAMP LANDINGS ARE REQUIRE° FOR EVERY 30" OF VERTICAL RISE
<br />WHEN THE LONGITUDINAL SLOPE IS GREATER THAN 5.0X.
<br />CONTRACTION JOINTS SHALL BE CONSTRUCTED ALONG ALL GRADE BREAKS.
<br />ALL GRADE BREAKS WITHIN THE PAR SHALL BE PERPENDICULAR TO THE PATH OF TRAVEL,
<br />TO ENSURE RAMPS AND LANDINGS ARE PROPERLY CONCTRUCTED,LANDINGS MAY
<br />BE CA57 SEPARATELY, FOLLOW SIDEWALK REINFORCEMENT DETAILS ON SHEET 5
<br />WHEN LANDINGS ARE CAST SEPARATELY.
<br />ALL SLOPES ARE A850LUTE,RATHER THAN RELATIVE TO SIDEWALK/ROADWAY GRADES.
<br />TOP OF CURB SHALL MATCH PROPOSED ADJACENT WALK GRADE.
<br />4'MINIMUM WIDTH OF DETECTABLE WARNING IS REWIRED FOR ALL RAMPS.DETECTABLE
<br />WARNINGS SHALL CONTINUOUSLY EXTEND FOR A MINIMUM OF 24" IN 7HE PATH OF
<br />TRAVEL. SHARED USE PATHS SHALL HAVE DETECTABLE WARNING ACROSS THE ENTIRE
<br />W10TN OF PATH WHEN THE PATH CROSSES A ROAD.
<br />SEE STANDARD PLATE 7038 AND SHEET 4 OF 5 FOR ADDITIONAL DETAILS ON DETECTABLE WARNING.
<br />© 0" CURB HEIGHT.
<br />0 FULL CURB HEIGHT,
<br />© DETECTABLE WARNINGS MAY BE PART OF 4'X 4'LANDING AREA IF IT IS NOT
<br />FEASIBLE TO CONSTRUCT THE LANDING OUTSIDE OF THE DETECTABLE WARNING AREA.
<br />04 I/O' PREFORMED JOINT FILLER MATERIAL AASHTO M 213.J01NT FILLER SHALL BE PLACED
<br />FLUSH WITH THE BACK OF CURB ANO ADJACENT SIDEWALK.JOINT SHALL BE FREE OF DEBRIS.
<br />RECTANGULAR DETECTABLE WARNINGS SHALL BE SETBACK 3" FROM THE BACK OF CURB.
<br />RADIAL DETECTABLE WARNINGS SHALL 8E SETBACK 3" MINIMUM 70 6" MAXIMUM FROM
<br />THE BACK OF CURB,
<br />© SEE PEDESTRIAN ACCESS ROUTE CURB AND GUTTER DETAIL FOR INFORMATION ON
<br />NSTR
<br />CONSTR UCTINC CURB AND CUTTER AT CURS OPENINGS SEE SHEET N0.3 OF 5.
<br />® 4'11Y 4'MIN, LANDING WITH MAR 2.OY. SLOPE IN ALL DIRECTIONS.
<br />0 IF LONGITUDINAL SLOPE IS GREATER THAN 5.0%.4'X 4'MIN.LANDING WITH MAX
<br />2.0% Y SLOPE IN ALL DIRECTIONS REWIRED.
<br />© V CURB,IF USEO,SHALL BE PLACE° OUTSIDE THE SIDEWALK LIMITS WHEN RIGHT OF
<br />WAY ALLOWS.SEE SHEET 5 OF 5.
<br />© SEE SHEET 4 OF 5. TYPICAL SIDE TREATMENT OPTIDNS,FOR DETAILS ON FLARES
<br />AND RETURNED CURBS.
<br />0 DIAGONAL RAMPS SHOULD ONLY BE USE0 AFTER ALL OTHER CURB RAMP TYPES HAVE BEEN
<br />EVALUATED AND DEEMED IAY'RACTICAL.
<br />LEGEND
<br />THESE LONGITUDINAL SLOPE RANGES SHALL BE THE STARTING POINT.
<br />IF SITE CONDITIONS WARRANT,LONGITUDINAL SLOPES UP TO 8.3%
<br />OR FLATTER ARE ALLOWED.
<br />5
<br />T
<br />T
<br />INDICATES PEDESTRIAN RAMP - SLOPE SHALL RE BETWEEN
<br />AND THE MINIMUMANO
<br />SSLOPEYSHALL NOT IEXCEE002.0XTION SHOWN
<br />INDICATES PEDESTRIAN RAMP - SLOPE SHALL BE GREATER
<br />THAN 2.0X AND LESS THAN 5.0% IN THE DIRECTION SHOWN
<br />AND CROSS SLOPE SHALL NOT EXCEED 2.0X
<br />STMAAO PLAN SLEET N0.
<br />5-297.250 (1 OF 5)
<br />STANDARD MAIM.
<br />APRIL 10,2013
<br />PEDESTRIAN CURB RAMP DETAILS
<br />STATE PROJ. NO (TH ) SHEET NO. OF SHEETS
<br />FRONT OF GUTTER -T
<br />DO 1
<br />MILL VERTICAL
<br />EDGE
<br />EXISTING BIT.
<br />PAVEMENT
<br />SAWCUT BIT
<br />PAVEMENT
<br />EXISTING BIT.
<br />PAVEMENT
<br />FLOW LINE
<br />NON PERPENDICULAR 0
<br />24
<br />© & ©
<br />2" BITUMINOUS
<br />MILL & PATCH
<br />VARIABLE DEPTH
<br />CONCRETE BASE
<br />2" BIT.PATCH
<br />5 & 3
<br />0 0
<br />INSET A
<br />BACK OF CURB/
<br />EDGE OF WALK
<br />©
<br />I/O" R. ITYP.)
<br />FRONT 00 TER -N
<br />CIO
<br />PEDESTRIAN ACCESS ROUTE
<br />CURB & GUTTER DETAIL
<br />1/2. R.(TYP.I
<br />(/2" R. (TYP.I
<br />SAWCUT 81T.
<br />PAVEMENT
<br />EXISTING BIT.
<br />PAVEMENT
<br />SAWCUT
<br />CONCRETE PAVEMENT
<br />EXISTING
<br />CONCRETE PAVEMENT
<br />PAVEMENT TREATMENT OPTIONS
<br />IN FRONT OF CURB & GUTTER
<br />FOR USE ON CURB RAMP RETROFITS
<br />FLOW LINE
<br />©
<br />24" I 8-12"
<br />PERPENDICULAR 0
<br />© & ©
<br />REMOVE & REPLACE
<br />BIT.PAVEMENT
<br />INSET A
<br />BACK OF CURB/
<br />EDGE OF WALK
<br />©
<br />1/2. R.ITYP.)
<br />1/2" R.(TIP.)
<br />INSET A
<br />CURB AND GUTTER ©
<br />REINFORCEMENT
<br />FOR USE ON CURB RAMP RETROFITS
<br />NOTES:
<br />POSITIVE FLOW LINE DRAINAGE SHALL BE MAINTAINED THROUGH THE PEDESTRIAN
<br />ACCESS ROUTE ,PAR) AT A 2Y. MAXIMUM.
<br />NO PONDING SHALL 8E PRESENT IN THE PAR.
<br />ANY VERTICAL LIP THAT OCCURS AT THE FLOW LINE SHALL NOT BE GREATER THAN
<br />1/4 INCH.
<br />© FOR USE AT CURB CUTS WHERE THE PEDESTRIAN'S PATH OF TRAVEL IS ASSUMED NON
<br />PERPENDICULAR TO THE CUTTER FLOW LINE.RAMP TYPES INCLUDE, FANS,OEPRE55E0
<br />CORNERS, & ONE WAY AND COMBINED DIRECTIONALS.
<br />I ' TH F TRAVEL IS ASSUME°
<br />02 PER USE AT CURB CUTS WHERE THE 11816.R AN 5 PA 0
<br />PERPENDICULAR IC THE GUTTER FLAN LDIAGONAL TYPES INCLUDE: PERPENDICULAR,
<br />TIERED PERPENDICULAR, PARALLEL, AND DIACONAL RAMPS.
<br />© THERE SHALL BE NO VERTICAL DISCONTINUITIES GREATER THAN 1/4".
<br />04 DRILL AND GROUT N0.4 EPDXY -COATED 18" LONG TIE BARS AT 30" CENTER TO
<br />CENTER INTO EXISTING CONCRETE PAVEMENT.
<br />© ELEVATION CHANGE TAKES PLACE FROM THE EXISTING TO NEW FRONT OF CUTTER.
<br />PATCH IS USED TO MATCH THE NEW GUTTER FACE INTO THE EXISTING ROADWAY.
<br />© VARIABLE WIDTH FOR DIRECTIONAL CURB APPLICATIONS.
<br />0 TOP FRONT OF CUTTER SHALL BE CONSTRUCTED FLUSH WITH PROPOSED
<br />ADJACENT PAVEMENT ELEVATION. PAR GUTTER SHALL NOT BE OVERLAID.
<br />©WHERE PLAN SPECIFIES, GRILL AND GROUT 2 - N0.4 X 12" LONG REINFORCEMENT
<br />BARS (EPDXY COATED).
<br />STANDARD PLAN S:EET N0.
<br />5-297.250 (3 OF 5)
<br />STA:OARO AR8OVB0
<br />APRIL 10,2013
<br />PEDESTRIAN CURB RAMP DETAILS
<br />STATE PROJ. NO
<br />(TH ) SHEET NO. OF SHEETS
<br />PEDESTRIAN RAMP DETAILS
<br />NO SCALE
<br />MUNICIPALITY
<br />PROJECT
<br />REGENCY
<br />COMMONS
<br />RAMSEY, NA N
<br />SHEET INDEX
<br />SHEET
<br />TITLE
<br />C0.1 CIVIL TITLE SHEET
<br />CI.I EXISTING CONDITIONS & DEMO
<br />C2.1 SITE PLAN
<br />C3.I GRADING, DRAINAGE,& EROSION CONTROL
<br />PAVING PLAN & NOTES
<br />C3.2 SWPPP NOTES
<br />C4.I UTILITIES
<br />C7.I CIVIL CONSTRUCTION DETAILS
<br />C7.2 CIVIL CONSTRUCTION DETAILS
<br />C7.3 CIVIL CONSTRUCTION DETAILS
<br />C7.4 CIVIL CONSTRUCTION DETAILS
<br />C7.5 CIVIL CONSTRUCTION DETAILS
<br />LI.1 TREE PRESERVATION PLAN
<br />L 1.2 TREE PRESERVATION TABLE
<br />L2.1 LANDSCAPE PLAN
<br />L7.1 LANDSCAPE DETAILS
<br />ISSUE / REVISION HISTORY
<br />CONTACT ENGINEER FOR ANY PRIOR HISTORY
<br />DATE
<br />ISSUE / REVISION
<br />REVIEW
<br />03 JAN 2017 SITE PLAN SUBMITTAL
<br />XXX
<br />PROJECT MANAGER REVIEW
<br />BY XX
<br />DATE XX.XX.XXXX
<br />CERTIFICATION
<br />I hereby certify that this plan waOorunder my direct
<br />supervision, and that I am a Engineer under
<br />the laws of the state of
<br />VISt‘Ic‘°*
<br />Randall C. Hedlund �O
<br />Aikvw
<br />action of orginal. Wet signed copy of
<br />essional Services, LLC office and is
<br />License No: 19576
<br />Signature shown is
<br />this plan on fil
<br />available upon
<br />IF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOT
<br />VISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDED
<br />READABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACT
<br />THE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS.
<br />SITE PLAN SUBMITTAL
<br />01-03-2017
<br />•
<br />1
<br />• •
<br />•
<br />A FORM
<br />From Site to Finish
<br />105 South Fifth Avenue
<br />Suite 513
<br />Minneapolis, MN 55401
<br />Tel: 612-252-9070
<br />Fax: 612-252-9077
<br />Web: landform.net
<br />FILE NAME
<br />C705KRZ001.DWG
<br />PROJECT NO.
<br />NSS16001
<br />© LANDFORM 2017
<br />CIVIL CONSTRUCTION
<br />DEAILS
<br />C7.5
<br />SHEET NO. 12/15
<br />Landformoand Site to Finish oare registered service marks of Landform Professional Services, LLC.
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