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<br /> EXISTING - >' �1/2"R43 . -1/2"R.
<br /> o -�-� WALK
<br /> �'�'�q ' 1"R• l,i R 2'MIN 2- 4'a`"i...°,,e,,a i'�,`O,a
<br /> 1 R INSET A
<br /> VARIABLE j WALKABLE EXISTING
<br /> HEIGHT H FLARE SIDEWALK
<br /> o = V CURB INTERSECTION
<br /> - 1
<br /> ....,..+ 6,� PEDESTRIAN
<br /> V) ``'<i>':o �.r°o�a PUSH BUTTON
<br /> w c� °i •;.°' r I PEDESTRIAN PATH
<br /> 3701 WAYZATA BOULEVARD
<br /> o "�.� y 2 _ _ _ _ - - ' OF TRAVEL LANDING RAMP O ©�i SUITE 100
<br /> V CURB ADJACENT TO LANDSCAPE Q
<br /> EXISTING MINNEAPOLIS, MN 55416-3791
<br /> PH: 763-475-0010
<br /> BUILDING
<br /> CURB WITHIN SIDEWALK LIMITS I WWW,SrfCOnSUItln .com
<br /> w ,.'��EXISTING, RAMP LENGTH
<br /> WALK, --- - - - - - - - - g
<br /> VARIABLE
<br /> h 'EXISTING- HEIGHT PREPARED FOR
<br /> WALK H O
<br /> 13
<br /> 1/2"R• 1"R.
<br /> ``` 6„ �EKH�
<br /> T properties
<br /> a `a.• VARIABLE 4°
<br /> HEIGHT
<br /> +:� H - D 8 8 8 HANDICAP PARKING SPACE NOTE: BOTTOM OF
<br /> ° •_. °.•.,o oar` A.�,` MIN. MIN. MIN WITH PAINTED INTERNATIONAL SIGNS TO BE MOUNTED
<br /> .•e..,... V CURB ADJACENT TO BUILDING - - - - - - - I- I I SYMBOL OF ACCESSIBILITY 60"-66" FROM DENNIS PROPERTIES
<br /> +'� °.•�.�P. °,. .:. ° 6" OR BARRIER - - - - - - NOEPARK
<br /> o WITH CONTRASTING SQUARE PARKING GRADE.
<br /> ds ��'�•�: .':° :°.' To�; p JNINNVdON BACKGROUND, CENTERED SEE SIGN POST
<br /> 2 TOWARD DRIVE AISLE. INSTALLATION DETAIL. 2214 FIFTH STREET, UNIT 3,
<br /> V CURB ADJACENT TO LANDSCAPE CONCRETE CURB DESIGN V HANDICAP SIGN CENTERED HANDICAP PARKING
<br /> 1.5% 4.5% WHITE BEAR LAKE MN 55110
<br /> AT HEAD OF SPACE ON ACCESS PARKING
<br /> T (VAR.) �' SIGN, 12"X18" OR PER
<br /> o a CENTER STRIPE. VEHICLE ID 651-247-7007
<br /> a CURB OUTSIDE SIDEWALK LIMITS CURB HEIGHT CURB WIDTH A REQUIRED LOCAL CODE.
<br /> H W SEMI-DIRECTIONAL RAMP (3,4,9)
<br /> 3' DOME SETBACK, 4' LONG RAMP AND NO PARKING ACCESS AISLE AISLE UP TO f200 FINE
<br /> SIGN CENTERED AT HEAD FOR VIOLATION
<br /> <6" 4" HANDICAP VAN
<br /> PUSH BUTTON 9' FROM THE BACK OF CURB OF SPACE.OA ACCESSIBLE PARKING
<br /> N 26" 6" I NO PARKING VAN SIGN, 12"X6" OR PER
<br /> PRIMARILY USED FOR APS APPLICATIONS 60 I ACCESSIBLE LOCAL CODE, AS PROJECT
<br /> WHERE THE PAR DOES NOT CONTINUE PAST HANDICAP PARKING NO PARKING SIGN 12"X18" APPLICABLE.
<br /> a THE PUSH BUTTON (DEAD-END SIDEWALK) (VAR.) _ - NOTE: SEE PLAN FOR ACCESS AISLE WITH OR PER LOCAL CODE.OA ACCESSIBLE PARKING SIGN
<br /> o INSET A PAINTED 12" HIGH
<br /> PARKING LAYOUT LETTERING "NO
<br /> LANDING 4'MIN• TRANSITION PANEL O Q PARKING" CENTERED
<br /> LANDING TOWARD DRIVE AISLE. 5' Z
<br /> DISTANCE FROM APS PUSH DISTANCE FROM APS PUSH NOTES:
<br /> a B 4" WIDE PAINTED 10" DIAMETER
<br /> BUTTON TO EDGE OF SIDEWALK BUTTON TO EDGE OF SIDEWALK STRIPING 45 DEGREE o CENTER SYMBOL
<br /> 6" WIDE 6" WIDE A WALKABLE FLARE IS AN 8-10% CONCRETE FLARE THAT IS REQUIRED WHEN THE FLARE IS
<br /> MUST NOT EXCEED 10 INCHES MUST NOT EXCEED 10 INCHES
<br /> V-CURB I V-CURB A I ADJACENT TO A WALKABLE SURFACE,OR WHEN THE PEDESTRIAN PATH OF TRAVEL OF A DNINNVd DN CROSS HATCH IN PARKING STALL, LU
<br /> y _____________ ______ _ PUSH BUTTON TRAVERSES THE FLARE. PATTERN AT 2' O.C. ALL LINES TO BE
<br /> ALL V CURB CONTRACTION JOINTS SHALL MATCH CONCRETE WALK JOINTS. AT ACCESS AISLE. 5" WIDE. LJ.J
<br /> O 1:2 1:2 6" WIDE FACE OF CURB o
<br /> 6" WIDE WHERE RIGHT-OF-WAY ALLOWS,USE OF V CURB SHOULD BE MINIMIZED.GRADING ADJACENT i
<br /> a
<br /> V-CURB TURF OR SLOPING ADJACENT PAVEMENT IS PREFERRED.
<br /> V-CURB
<br /> 3 4" PUSH BUTTON V CURB SHALL BE PLACED OUTSIDE THE SIDEWALK LIMITS WHEN RIGHT OF WAY ALLOWS. o (�
<br /> STATION POLE 18" WIDE BY 18" LONG,
<br /> a MIN.12" THICK CONCRETE. OA HANDICAP SIGN 1
<br /> A V CURB NEXT TO BUILDING SHALL BE A 4" WIDTH AND SHALL MATCH PREVIOUS TOP CENTERED AT HEAD i`1
<br /> � 30" X 30" SQUARE MODIFY THE PUSH BUTTON OF SIDEWALK ELEVATIONS. � 2
<br /> Q 4" PEDESTAL POLE B PEDESTAL FOUNDATION STATION TO ALLOW A OF SPACE, 2' MIN.
<br /> o (LINE UP CENTER OF POLE (MUST BE FLUSH WITH PLAN VIEW SQUARE FOUNDATION. AND 8' MAX. FROM
<br /> WITH THE BACK OF V-CURB) THE SURROUNDING WALK) Q1 END TAPERS AT TRANSITION SECTION SHALL MATCH INPLACE SIDEWALK GRADES. FACE OF CURB.
<br /> o PLAN VIEW Q2 ALL V CURB SHALL MATCH BOTTOM OF ADJACENT WALK. ACCESSIBLE PARKING SYMBOL OF ACCESSIBILITY �}
<br /> EDGE BETWEEN NEW V CURB AND INPLACE STRUCTURE SHALL BE SEALED AND v
<br /> APS PUSH BUTTON BOND BREAKER SHALL BE USED BETWEEN EXISTING STRUCTURE AND PLACED V-CURB. rI
<br /> MOUNTING SPACERS ACCESSIBLE SIGNAGE AND STRIPING
<br /> O (SADDLE ADAPTORS) ®THE MAX.RATE OF CROSS SLOPE TRANSITIONING IS 1'LINEAR FOOT OF SIDEWALK
<br /> g " PER HALF PERCENT CROSS SLOPE.WHEN PAR WIDTH IS GREATER THAN 6'OR THE NOT TO SCALE
<br /> Q RUNNING SLOPE IS GREATER THAN 5%,DOUBLE THE CALCULATED TRANSITION LENGTH.
<br /> E APS PUSH BUTTON rI
<br /> MOUNTING SPACERS QS TRANSITION PANELS ARE TO ONLY BE USED AFTER THE RAMP,OR IF NEEDED,LANDING
<br /> c~ w o (SADDLE ADAPTORS) ARE AT THE FULL CURB HEIGHT (TYPICAL SECTION). LO
<br /> �c j ©EXISTING CROSS SLOPE GREATER THAN 2.0%.
<br /> ti W
<br /> Q 18" WIDE CONCRETE TO LEGEND Q
<br /> W 6" WIDE MATCH HEIGHT OF THESE LONGITUDINAL SLOPE RANGES SHALL BE THE STARTING POINT.IF SITE
<br /> ;• W V-CURB ADJACENT 6" WIDE V-CURB CONDITIONS WARRANT,LONGITUDINAL SLOPES UP TO 8.3% OR FLATTER ARE ALLOWED.
<br /> g w i_
<br /> z a INDICATES PEDESTRIAN RAMP - SLOPE SHALL BE BETWEEN T
<br /> Z T5.0% MINIMUM AND 8.3% MAXIMUM IN THE DIRECTION SHOWN 2
<br /> a j TOP OF WALK g" TOP OF WALK AND THE CROSS SLOPE SHALL NOT EXCEED 2.O%. POST CAP.
<br /> 15" ® LANDING AREA - 4'X 4'MIN.(5'X 5'MIN.PREFERRED)DIMENSIONS AND MAX n GALVANIZED STEEL
<br /> 2.0% SLOPE IN ALL DIRECTIONS.LANDING SHALL BE FULL WIDTH OF INCOMING PARS. _ (TYP.)
<br /> QT TRANSITION PANEL(S)- TO BE USED FOR TRANSITIONING THE CROSS-SLOPE OF A
<br /> RAMP TO THE EXISTING WALK CROSS-SLOPE.RATE OF TRANSITION SHOULD BE 0.5% L.L
<br /> SECTION B-B SECTION A-A PER 1 LINEAR FOOT OF WALK.SEE THIS SHEET FOR ADDITIONAL INFORMATION. SIGN MOUNTING SIGNEHARDWAREA(TYPD)
<br /> O
<br /> SIGNAL PEDESTAL & PUSH BUTTON (V-CURB) PUSH BUTTON STATION (V-CURB) Mlss REVISED: w 2 3/8" GALVANIZED STEEL PIPE,
<br /> i o ROUND. DIRECT BURY IN w
<br /> W W REVISION: ♦ ; PEDESTRIAN CURB RAMP DETAILS o LANDSCAPE AREA z
<br /> P. O O Q 4 O
<br /> z z APPR VED•JANUARY 23,2017 '• . r
<br /> 11 APPROVED: 08 ~a W
<br /> LU
<br /> w J ----- to o 1 Ir
<br /> --- -- GPERATIGNS ENGINEER----- �' 1-23-2017 STANDARD PLAN 5-297.250 5 OF 6 - a ' ``' = MM
<br /> OW na 0
<br /> STATE DESIGN ENGINEER O O
<br /> 24" OR I r ,
<br /> ds \ PER PLAN 12" MIN FINAL GRADE 18" MIN FINAL GRADE U
<br /> a \ 2 PLAN VIEW TO BACK TO BACK L n
<br /> CONCRETE
<br /> \ \ O O 12" CURB & GUTTER OF WALK OF CURB , ^
<br /> pn \\\ MIN.
<br /> o \ \ 2 �
<br /> \ I IM I I=I I I I IM I-1 I =1 1=
<br /> NON-CONCRETE NON-CONCRETE EXISTING 36" SIDEWALK EXISTING 1�1-III _ = 1-I I-I I III-I
<br /> o \ BOULEVARD BOULEVARD SIDEWALK MAX. REPLACEMENT SIDEWALK SURFACE MOUNT M
<br /> O y \ HARDWARE WITH ANCHOR -I I I-I I I I I-1 -1 I I -1 11 O
<br /> V) LANDING \\ BOLTS AND POST SLEEVE II�-I�1
<br /> j 1.0% MIN. 2 WITH ADJUSTMENT BOLTS. -III-I I -_ 11-III- I -_ O
<br /> \ 5.07 MAX. I I-III-III-I -I I I-III-I I I-
<br /> w CONCRETE 'I-III-III-II
<br /> CONCRETE �- I I -
<br /> \ LANDING LANDING SIDEWALK 1 1=1 1-I CURE & GUTTER I-I ,,:UI
<br /> \\\\ O O 2 SAW CONCRETE SIDEWALK I-I Ii i iI I
<br /> \ \ FULL DEPTH ON EXISTING SIGN INSTALLED IN SIDEWALK SIGN INSTALLED IN SIGN INSTALLED IN
<br /> a \ \ JOINT (INCIDENTAL) LANDSCAPE AREA LANDSCAPE AREA CERTIFICATION
<br /> \ \\ \ PROFILE VIEW (SURFACE MOUNTED) BEHIND SIDEWALK BEHIND CURB
<br /> o \ \ \ \\ & 1 hereby certify that this plan, specification, or
<br /> N \ \ \ \ \\ 2 T T'2 2 SIGN POST INSTALLATION report was prepared by me or under my direct
<br /> \ \ LOW w CONCRETE CONCRETE0 NOT TO SCALE supervision and that I am a duly Licensed
<br /> o \ \ \ @L+� \\ o BOULEVARD BOULEVARD 6" Professional Engineer under the laws of the
<br /> AREA w 4" SID WALK g
<br /> (TYPICAL) State of Minnesota.
<br /> a \ \ \ \ \ \ \ \ \ \ \ \ \ \ W © © OPTIONAL SIDEWALK REINFORCEMENT
<br /> as \ \ \
<br /> m EDGE OF THROUGH LANE SIDEWALK REINFORCEMENT TO BE USED
<br /> a ONLY WHEN SPECIFIED IN THE PLAN.
<br /> ob 1.0% MIN.
<br /> 0 5.0% MAX. EXPANSION MATERIAL PLACEMENT FOR OPTIONAL CURB LINE REINFORCEMENT O Signature Name:
<br /> 0 1.0% MIN. CONCRETE AND BITUMINOUS ROADWAYS PLACEMENT ON BITUMINOUS ROADWAYS MICHAEL C. AARON
<br /> 43
<br /> 5.0% MAX.
<br /> Print Name:
<br /> 36" MAX. SAWCUT
<br /> � PROPOSED PAR EXISTING CURB
<br /> a EDGE OF THROUGH LANE 12" CURB AND GUTTER o o AND GUTTER Date: XXXXX Lic. No.: 25721
<br /> n �X �
<br /> \ w PEDESTRIAN RAMP PEDESTRIAN RAMP ao ° °' o INTEGRAL CURB WITH ROUNDED ISSUE RECORD
<br /> ai \ Z 3i, MIN. o.. a c.;o..°a 3,i MIN. °
<br /> \ EDGES TO HOLD ADJACENT GRADE,
<br /> a UP TO 2.O% 2.O% Max.OR UP UP To 2.0% UP To 2.0% a ° m NO. DATE DESCRIPTION
<br /> \ \ \ \ x CHANGE TO 4% CHANGE 2.O% MAX.OR UP a a AS REQUIRED 6" HEIGHT MAX.
<br /> a o CHANGE TO 4% CHANGE CHANGE 4 pMP �AP�°EO° ° AT RAMP
<br /> Q \ \ \ SAWCUT
<br /> V LANDING 2% MAX. 5 � FAR ° A- 1 A_-'I
<br /> �C� = II II FOR USE ON CURB RAMP RETROFITS PR pN ° 0 1D-22-2021 CITY SUBMITTAL
<br /> y CABLING\ FLOW LINE PROFILE TABLE - TWIN PERPENDICULARS CROSS SLOPE, p-'� a �1 Pia PL FACE OF
<br /> AEA T/2 CURB AND GUTTER BOTH DIRECTIONS PER CURB a '� 5 BACK OF a ®b 5 1 03-18-2022 CITY RESUBMITTAL
<br /> R \ \ p PROPOSED CURB 3 °
<br /> o AND GUTTER ORa I Z CURB Ia
<br /> \ \ PEDESTRIAN RAMP REINFORCEMENT e FRONT FACE n FACE OF
<br /> \ \ w UP TO 2.0% 2.0% MAX.OR UP UP TO 2. Ln
<br /> 0% a OF CURB ® ° (n3 CURB
<br /> CHANGE TO 4% CHANGE CHANGE OPTIONAL CURB LINE REINFORCEMENT DETAILS �� %
<br /> a \ \ FLOW LINE PROFILE "TABLE" - FAN 36" MAX. a s 5\OP�aF R�� S 4' MIN. 5 5' I., MIN. oll 5'
<br /> LANDING l.O% MIN. a $,33% PRE a P M/N P J L N M\N• I. ►�_� ►°4�
<br /> \ 5.O% MAX. OPa P\ NO 00 MIN. P PLAN MIN.
<br /> \ \ PEDESTRIAN RAMP PEDESTRIAN RAMP 3" g5 FOR PER° M\N �P\.1 A A
<br /> \ \ LANDING a a ° PER P PLAN VIEW OF DIAGONAL RAMP PLAN VIEW OF PERPENDICULAR RAMP
<br /> 1.0% MIN. 1.0% MIN. 1.0% MIN. 1.0% MIN. 1.0% MIN.
<br /> Q 1.5% PREFERRED 5.0% MAX. 1.5% PREFERRED 5.0% MAX. LANDING CURB FACE OR RAMP LANDING
<br /> 5.O% MAX. GUTTER 5'-4" MIN. 4' MIN.
<br /> o \ \ e o00 0 •e
<br /> FLOW LINE PROFILE RAISE - TWIN PERPENDICULARS 3 °°° ; 0 12" 36' MAX. PROVIDE A RELATIVELY FLAT 4'X4' 5% APPROACH
<br /> ISOMETRIC PLAN
<br /> °, LANDING BEHIND THE PEDESTRIAN SLOPE MAX
<br /> PEDESTRIAN RAMP 12" 0 36" MAX. _ RAMP, AS AVAILABLE. 2% MAX. RAMP 8.33% RAMP
<br /> CROSS SLOPE SEE NOTE #4 MAX. SLOPE
<br /> y \ 1.0% MIN. 1.0% MIN. 1.0% MIN. 36" 36" NOTES:
<br /> w 5.O% MAX. 1.5% PREFERRED 5.0% MAX. MAX. MAX. 36" MAX. 12" 1/2" PREFORMED JOINT CONCRETE WALK PROJECT INFO
<br /> Q \ 1. CURB RAMP AREA TO BE SECTION A-A z 2' 12" 12" FILLER MATERIAL
<br /> FLOW LINE PROFILE RAISE - FAN 31. 12" CURB FACE CONCRETE AND MEET LATEST DRAWN: N. SCHAUFENBUEL
<br /> W CURB LINE AND ROAD CROSSING ADJUSTMENTS SEPARATE LANDING 3" OR GUTTER ADA REQUIREMENTS. RAMP 6" HEIGHT MAX, SIDE FLARE
<br /> w POUR REINFORCEMENT INTEGRAL CURB TO CROSS SLOPE 2% MAXIMUM. 10% MAX. SLOPE DESIGNED: N. SCHAUFENBUEL
<br /> g "TABLING" OF CROSSWALKS MEANS MAINTAINING LESS THAN 2% CROSS SLOPE WITHIN A CROSSWALK, NOTES: 5% APPROACH SIDEWALK WIDTH HOLD ADJACENT 2. RAMP SURFACE TO BE MEDIUM
<br /> z 01
<br /> IS REQUIRED WHEN A ROADWAY IS IN A STOP OR YIELD CONDITION AND THE PROJECT SCOPE ALLOWS. Ol TO ENSURE RAMPS AND LANDINGS ARE PROPERLY CONSTRUCTED,ALL INITIAL LANDINGS AT A TOP OF A RAMPED SURFACE SLOPE MAX GROUND, AS REQUIRED BROOM FINISH, PERPENDICULAR CHECKED: P. SCHROEDER
<br /> (RUNNING SLOPE GREATER THAN 2%)SHALL BE FORMED AND PLACED SEPARATELY IN AN INDEPENDENT CONCRETE POUR. TO TRAVEL PATH. 5' MIN. 4' MIN. 5' MIN.
<br /> w RECONSTRUCTION PROJECTS:ON FULL PAVEMENT REPLACEMENT PROJECTS �- �`��`��`��`��`��`
<br /> ti Q w "TABLING" OF ENTIRE CROSSWALK SHALL OCCUR WHEN FEASIBLE. FOLLOW SIDEWALK REINFORCEMENT DETAILS ON THIS SHEET FOR ALL SEPARATELY POURED INITIAL LANDINGS. 3. LANDING AND RAMP AREA IS SIDE FLARE RAMP SIDE FLARE PROJECT NO: 14356.00
<br /> DRILL AND GROUT NO.4 12" LONG REINFORCEMENT BARS AT 36" MAXIMUM CENTER CONSIDERED AS CONCRETE ELEVATION OF RAMP
<br /> LANDING NOTES:
<br /> z = MILL & OVERLAY PROJECTS:"TABLING" OF FLOW LINES,IN FRONT OF THE PEDESTRIAN RAMP, TO CENTER (EPDXY COATED).BARS TO BE ADJUSTED TO MATCH RAMP GRADE. SEE NOTE #4 WALK, AND TRUNCATED DOME 1 PROVIDE A RELATIVELY FLAT MINIMUM 4'x4' LANDING BEHIND THE PEDESTRIAN RAMP, 2%
<br /> N Q IS REQUIRED WHEN THE EXISTING FLOW LINE IS GREATER THAN 2%.WARPING OF THE BITUMINOUS 3 DRILL AND GROUT 2 - NO.4 X 12"LONG REINFORCEMENT BARS (EPDXY COATED). CONCRETE WALK AREA IS INCIDENTAL, UNLESS SHEET TITLE
<br /> O PAVEMENT CAN NOT EXTEND INTO THE THROUGH LANE.TABLE THE FLOW LINE TO 27 OR AS O 1 2" PREFORMED
<br /> MUCH AS POSSIBLE WHILE ADHERING TO THE FOLLOWING CRITERIA: REINFORCEMENT REQUIRED FOR ALL CONSTRUCTION JOINTS WITHIN RADIUS. NOTED OTHERWISE. MAXIMUM CROSS SLOPE BOTH DIRECTIONS.
<br /> 1)1.0% MIN.CROSS-SLOPE OF THE ROAD JOINT FILLER 2. CURB RAMP AREA TO BE CONCRETE AND MEET LATEST ADA REQUIREMENTS. RAMP
<br /> 2)5.0% MAX.CROSS-SLOPE OF THE ROAD O4 THIS OPTIONAL CURB LINE REINFORCEMENT DETAIL SHOULD ONLY BE 4. ANY VERTICAL LIP THAT
<br /> USED ON BITUMINOUS ROADWAYS WHEN SPECIFIED IN THE PLAN. MATERIAL PARALLEL RAMP CROSS SLOPE 2% MAXIMUM. BACK-TO-BACK PEDESTRIAN RAMPS SHALL HAVE MINIMUM
<br /> 4)UPATOE2%FCHANGENINUFLOW L NE CHANGE ROM EXISTINGI SLOPE BSTING LEYONDOPE NTHEOP DESTRIAN NT OF PEDESTRIAN
<br /> CURBNRAMPP SECTION A-A OCCURS AT THE FLOW LINE 48" LANDING BETWEEN, OR PROVIDE AT-GRADE CROSSING.
<br /> O5 1/2 IN.PREFORMED JOINT FILLER MATERIAL PER MNDOT SPEC.3702. MAY NOT BE GREATER THAN
<br /> INTEGRAL CURB TO 3. SIDE FLARES TO BE CONCRETE AND IMPLEMENTED WHERE ADJACENT TO PAVED AREAS. CIVIL DETAILS
<br /> STAND-ALONE ADA RETROFITS:FOLLOW MILL & OVERLAY CRITERIA ABOVE HOWEVER ALL PAVEMENT 1�4 INCH.
<br /> WARPING IS DONE WITH BITUMINOUS PATCHING ON BITUMINOUS ROADWAYS AND FULL-DEPTH APRON HOLD ADJACENT FLARED SLOPE TO BE 10% MAXIMUM. EXISTING CURB RAMP ALTERATIONS, WITH NO
<br /> REPLACEMENT ON CONCRETE ROADWAYS. ��li�r, ' CONCRETE
<br /> GRADE, AS REQUIRED LANDING, SHALL BE 8.33% MAXIMUM. PROVIDE 10% MAXIMUM SLOPE, UNLESS NOTED
<br /> REVISION: RAISING OF CURB LINES SHOULD OCCUR IN VERTICALLY CONSTRAINED AREAS.RAISE THE CURB LINES ENOUGH TO ♦ tr PEDESTRIAN CURB RAMP DETAILS OTHERWISE.
<br /> g g ALLOW COMPLIANT RAMPS OR AS MUCH AS POSSIBLE WHILE ADHERING TO THE FOLLOWING CRITERIA; ,'.. �� 4. ANY VERTICAL LIP THAT OCCURS AT THE FLOW LINE MAY NOT BE GREATER THAN 1/4
<br /> APPR VED:JANUARY 23,2017 D 1.0% MIN.AND 5.0% MAXIMUM CROSS-SLOPE OF THE ROAD /I AppgDy� �� INCH.
<br /> 2)1.0% MIN.FLOW LINE (ON EITHER SIDE OF PEDESTRIAN RAMP)TO MAINTAIN POSITIVE DRAINAGE
<br /> w 3)5.0% RECOMMENDED MAX.FLOW LINE tr MAX. 5. RAMP AND FLARED SIDE SURFACE TO BE MEDIUM BROOM FINISH, PERPENDICULAR TO
<br /> oP 5 ENGINEEN 4)LONGITUDINAL THROUGH LANE ROADWAY TAPERS SHOULD BE 1" VERTICAL PER 15'HORIZONTAL M n�� 1-2 3-2 017 STANDARD PLAN 5-2 9 7.2 5 0 6 0 F 6 7' OR 5% MAX. 4' MIN. 7' OR 5%
<br /> w STATE DESIGN ENGINEER RAMP LANDING RAMP TRAVEL PATH.
<br /> 6. LANDING AND RAMP AREA IS CONSIDERED AS CONCRETE WALK, AND TRUNCATED DOME SHEET
<br /> ELEVATION AREA IS INCIDENTAL, UNLESS NOTED OTHERWISE.
<br /> PEDESTRIAN CURB RAMP, PARALLEL PRIVATE PEDESTRIAN CURB RAMP PRIVATE
<br /> 0 NOT TO SCALE0 NOT TO SCALE
<br /> C5e6
<br />
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