PC PACKET 090822 - Laserfiche WebLink

Home

a� FRONT OF GUTTER INSET A INSET A INSET A 13a o_ FRONT OF GUTTER FRONT OF GUTTER 4O OO BACK OF CURB/ BACK OF CURB/ BACK OF CURB/ a 1/4" FLOW LINE EDGE OF WALK FLOW LINE EDGE OF WALK FLOW LINE EDGE OF WALK 12 0 2-5% Q4 O4 1/4" 4 1/4' Oq ° „� ° 2-37 O 0 3% �° ° ° ° z ° 3701 WAYZATA BOULEVARD n D 1/4" 7u ° qr o ° or 1/4" 17" o o 1/4" "' SUITE 100 ob � ff oo° °. ° °r °° °° o o° p°... o°p r° °° �C° - �, s MINNEAPOLIS, MN 55416 3791 LU PH: 763-475-0010 24" 8-12" 24" 8-12" 24" 8-12" OPTIONAL SILL CURB WHEN SIDEWALK © IS AT BACK OF CURB www.srfconsulting.com o PERPENDICULAR QQ NON PERPENDICULAR OO FOR CURB MACHINE PLACEMENT AROUND RADIUS 3 CONCRETE SILL TO BE USED ONLY WHEN PEDESTRIAN ACCESS ROUTE CURB & GUTTER DETAIL (REGARDLESS OF RAMP TYPE) O SPECIFIED IN THE PLAN. PREPARED FOR OINSET B RAMP MILL VERTICAL SAWCUT BIT. 5 & 4 properties o EDGE Q&O4 PAVEMENT O O 2" BITUMINOUS EXISTING BIT. REMOVE & REPLACE 1/4" MIN.TO PAVEMENT EXISTING BIT. MILL & PATCH PAVEMENT BIT.PAVEMENT ` 1/2" MAX. a DENNIS PROPERTIES ° ° 0. 6" CONCRETE WALK a •a° . °a ;a 0°. '4. o .a 0°. O a 4 O°. D a :4 . ..°.J :° 4 0.°. 4.'°.4 4.:°.4..: �. 4.:°.4 .4 ;' 4.•°,4 .4 .4 2214 FIFTHSTREET, UNIT 3, C1 Q•' 0'°.°' d' °°.°'.4•' °'°.°'.4•' 0'°.°' o-a.° d' °4.° C °•d.° o ..'o WHITE BEAR LAKE MN 55110 PROJECTED BACK OF CURB/ 651-247-7007 FLOW LINE EDGE OF WALK •' o.': '•o': o.': o o.': ' o': :o.' FRONT OF GUTTER 1/4" 40 9'°:°'.n 9'°:°'.a ° 24"MIN. 24"MIN. OO o. o. . ..'o 5% MAX. 0 1/4 °°°° ° ° ° ° ° o ° o:a°a o:° o.: SAWCUT o ° ° SAWCUT BIT. VARIABLE DEPTH CONCRETE PAVEMENT PAVEMENT CONCRETE BASE o ° EXISTING PROJECT INSET A EXISTING BIT. PAVEMENT 2" BIT.PATCH CONCRETE PAVEMENT 4 o Q5 &O4 24" 0 8-12 c'..'4 °, 4 0.. 4 Q ..° o':p o::° o.'p o::° o:p' o::° o.'p' o:.'° o':p o:.' t o a ° a .a a ."Oa .4 .1 °: 4a.. 4' °;.4 .1 n 0. 'a.4 'a.4 '.' 4 '°.a: a 4 a.4 ° 4 '°.4 ° 4 o °° ° o o. e ° a ODO0 D0 •D . INSET B c° a °.d :'� .a °' .'. 4 'o.` .'. C.:o-°a'° 4'.0�a;°•. 4';0•�0:° ' ° 4 t/2 OUTFLOW GUTTER . °: 9ii o' '°' 4. . 0'°.°' d.'. °'°.° d'.�,.°°.° 4 d c 1:3 MIN.TAPER 24 MIN. 1:5 PREFERRED TAPER ONLY ALLOWED PER ENGINEER'S APPROVALUj LLJ (UPSTREAM SIDE) PAVEMENT TREATMENT OPTIONS IN FRONT OF CURB & GUTTER Q a a o FOR USE ON CURB RAMP RETROFITS z Q Q NOTES: w POSITIVE FLOW LINE DRAINAGE SHALL BE MAINTAINED THROUGH THE PEDESTRIAN ACCESS ROUTE (PAR)AT A 2% MAXIMUM. NO PONDING SHALL BE PRESENT IN THE PAR. z U ANY VERTICAL LIP THAT OCCURS AT THE FLOW LINE SHALL NOT BE GREATER THAN 1/4 INCH. LO Q M HOLD TANGENT 5' 0 o Q1 FOR USE AT CURB CUTS WHERE THE PEDESTRIAN'S PATH OF TRAVEL IS ASSUMED PERPENDICULAR TO THE GUTTER v PAST OUTSIDE ZERO w� FLOW LINE.RAMP TYPES INCLUDE:PERPENDICULAR,TIERED PERPENDICULAR,PARALLEL, AND DIAGONAL RAMPS. Q2 FOR USE AT CURB RAMPS WHERE THE PEDESTRIAN'S PATH OF TRAVEL IS ASSUMED NON o a PERPENDICULAR TO THE GUTTER FLOW LINE.RAMP TYPES INCLUDE:FANS & DEPRESSED CORNERS. o Q3 BEGIN GUTTER SLOPE TRANSITION 10'OUTSIDE OF ALL CURB RAMPS. O n » Q4 THERE SHALL BE NO VERTICAL DISCONTINUITIES GREATER THAN 1/4". e w - — - - — - 7/ // Q5 ELEVATION CHANGE TAKES PLACE FROM THE EXISTING TO NEW FRONT OF GUTTER. SMALL RADIUS PATCH IS USED TO MATCH THE NEW GUTTER FACE INTO THE EXISTING ROADWAY. Q 2'-10'TYPICAL ,� VARIABLE WIDTH FOR DIRECTIONAL CURB APPLICATIONS.SEE SHEET 2 FOR DIRECTIONAL CURB SLOPE REQUIREMENTS. Q w 20'MAX.RECOMMENDED cr w t�7 TOP FRONT OF GUTTER SHALL BE CONSTRUCTED FLUSH WITH PROPOSED ADJACENT PAVEMENT ELEVATION. cc g TO NOT AFFECT PARKING TOP 1.5" OF THE GUTTER FACE MUST BE A FORMED EDGE. PAR GUTTER SHALL NOT BE OVERLAID. a o N ' ® SHOULD BE USED AT VERTICALLY CONSTRAINED AREAS WHEN AT A DRAINAGE HIGH POINT OR SUPER ELEVATED ROADWAY SEGMENTS. o 2 9 DRILL AND GROUT NO. EPDXY-COATED 18" LONG TIE BARS AT 30" CENTER TO 11 HOLD TANGENT 5 o O / n k° W PAST OUTSIDE ZERO w LARGE RADIUS CENTER INTO EXISTING CONCRETE PAVEMENT 1'MINIMUM FROM ALL JOINTS. `.J Q a / wW 20'-40'TYPICAL „ OO HELPS PROVIDE TWO SEPARATE RAMPS,REDUCES THE DOME SETBACK LENGTH AND MINIMIZES DIRECTIONAL CURB. cl z 1:3 MINcl� .TAPER a THIS RADIUS DESIGN CLOSELY FOLLOWS THE TURNING VEHICLE PATH WHILE OPTIMIZING CURB RAMP LENGTH. (DOWNSTREAM SIDE) 11 CURB EXTENSIONS SHOULD BE USED IN VERTICALLY CONSTRAINED AREAS,USUALLY IN DOWNTOWN ROADWAY SEGMENTS WHERE ON-STREET PARKING IS AVAILABLE.CURB EXTENSIONS SHOULD BE CONSIDERED FOR APS INTERSECTIONS WHERE SPACE IS LIMITED. LL SMALL RADIUS PUSH BUTTONS MUST MEET APS CRITERIA AS DESCRIBED IN THE PUSH BUTTON LOCATION DETAIL SHEET. O 2'-10'TYPICAL Q PLACE BOND BREAKER BETWEEN WALK AND TOP OF SILL. COMBINED DIRECTIONAL O 13 1/2" PREFORMED JOINT FILLER PER MNDOT SPEC.3702. DC (COMPOUND RADIUS) QQ DIMENSION TO BE SAME AS SIDEWALK THICKNESS,4" MIN. LLB ADA CURB EXTENSION WITH COMPOUND RADIUS (BUMP OUT) 11 REVISED O z 00 DIRECTION OF TRAFFIC REVISION: . ♦, PEDESTRIAN CURB RAMP DETAILS � O O � g MAIN STREET i W � APPR-(�VED:J�iN`UAR��17-- � `= I � �pyEp r , Ln OPERATIONS ENGINEER N STATE DESIGN ENGINEER 1-2 3—2 017 STANDARD PLAN 5—2 9 7.2 5 0 3 OF 6 Z V� Ln Q � z PLACE DETECTABLE ;-------� WARNINGS ENTIRE \ FACE OF CURB/PROJECTED FACE OF CURB WALK/PATH WIDTH aiLANDING BgCK MATCH INPLACE / I I I OF CURB HEIGHT MATCH INPLACE O a WALKABLE WALKABLE CVRg CURB HEIGHT I DETECTABLE , O FLARE RAMP FLARE CUR _ _ _ _ _ _ _ _ _ _ _ _ BpCKOF CURB WARNINGS V m 0 O � a WALKABLE WALKABLE B TgPf I 41 a SURFACE 8-10% 8-10% SURFACE R 1 1pQ R -.� 14 14 12 z L ONCRETE I� ONCRET O _ - 1 CURD B I °° .° FLARE FLARE y ° Oi C O I ° o ° NEAREST UR6 1 o RAIL 2 1 2 rgPeR CURB 1 APER O I 1.0 o. o CERTIFICATION CROSSING ° o 3" MINIMUM CURB HEIGHT,4" PREFERRED 1 4'8.5" ' ° SURFACE I hereby certify that this plan, specification, Or J PAVED FLARES (MEASURED AT FRONT FACE OF CURB) I o ° o ° report was prepared by me or under my direct ADJACENT TO WALKABLE SURFACE FOR A MIN 6" LENGTH (MEASURED ALONG FLOW LINE) °. a I supervision and that I am a duly Licensed -----, DETECTABLE EDGE WITH ® o Professional Engineer under the laws of the State of Minnesota. LANDING CURB AND GUTTER PEDESTRIAN o � I GATEARM EDGE OFROAD 1 13 a NON-WALKABLE RAMP NON-WALKABLE RAILROAD 77 SURFACE 1:6 1:6 SURFACE Q) 7 6 GAT DETECTABLE DWARNINGSE Signature CONCRETE CONCRETE Name: FLARE m FLARE 1'MINIMUM 6 7 �4.5' 4.25' MICHAEL C. AARON Print Name: I�8.75' o I ° °l 7 16 Date: XXXXX Lic. No.: 25721 PAVED FLARES ° 6 6 RAILROAD CROSSING ADJACENT TO NON—WALKABLE SURFACE PLAN VIEW ISSUE RECORD EDGE OF 7 ROAD NOTES: NO. DATE DESCRIPTION --------; SEE STANDARD PLATE 7038 AND THIS SHEET FOR ADDITIONAL DETAILS ON DETECTABLE WARNING. RADIAL DETECTABLE WARNING RECTANGULAR DETECTABLE WARNING A WALKABLE SURFACE IS DEFINED AS A PAVED SURFACE ADJACENT TO A CURB RAMP WITHOUT O 10-22-2021 CITY SUBMITTAL o LANDING RAISED OBSTACLES THAT COULD MISTAKENLY BE TRAVERSED BY A USER WHO IS VISUALLY IMPAIRED. DETECTABLE EDGE WITHOUT CURB AND GUTTER CONCRETE FLARE LENGTHS ADJACENT TO NON-WALKABLE SURFACES SHOULD BE LESS THAN 8'LONG 1 03-18-2022 CITY RESUBMITTAL a L------- MEASURED ALONG THE RAMPS FROM THE BACK OF CURB. Q RAMP �� 1 0" CURB HEIGHT. NON-WALKABLE NON-WALKABLE Q2 FULL CURB HEIGHT. D SURFACE /1:6 1:6� SURFACE Q3 2'FOR 4" HIGH CURB AND 3'FOR 6" HIGH CURB. GRADED m GRADED ® SIDE TREATMENTS ARE APPLICABLE TO ALL RAMP TYPES AND SHOULD BE IMPLEMENTED AS NEEDED AS FIELD /FLARE FLARE CONDITIONS DICTATE.THE ENGINEER SHALL DETERMINE THE RAMP SIDE TREATMENTS BASED ON MAINTENANCE OF BOTH ROADWAY AND SIDEWALK,ADJACENT PROPERTY CONSIDERATIONS,AND MITIGATING CONSTRUCTION IMPACTS. of 2 "1 1 � 2 9 O5 TYPICALLY USED FOR MEDIANS AND ISLANDS. © WHEN NO CONCRETE FLARES ARE PROPOSED,THE CONCRETE WALK SHALL BE FORMED AND CONSTRUCTED 0 PERPENDICULAR TO THE EDGE OF ROADWAY. MAINTAIN 3" MAX.BETWEEN EDGE OF DOMES AND EDGE OF CONCRETE. GRADED FLARES IF NO CURB AND GUTTER IS PLACED IN RURAL SECTIONS,DETECTABLE WARNINGS SHALL BE PLACED 1' FROM --;;'-„ THE EDGE OF BITUMINOUS ROADWAY AND/OR BITUMINOUS SHARED-USE PATH TO PROVIDE VISUAL CONTRAST. c 15 2' ®ALL CONSTRUCTED CURBS MUST HAVE A CONTINUOUS DETECTABLE EDGE FOR THE VISUALLY IMPAIRED. -------; THIS DETECTABLE EDGE REQUIRES DETECTABLE WARNINGS WHEREVER THERE IS ZERO-INCH HIGH CURB.CURB TAPERS ARE CONSIDERED A DETECTABLE EDGE WHEN THE TAPER STARTS WITHIN 3" OF THE EDGE OF THE c LANDING DETECTABLE WARNINGS AND UNIFORMLY RISES TO A 3-INCH MINIMUM CURB HEIGHT.ANY CURB NOT PART PROJECT INFO 1/2' R. OF A CURB TAPER AND LESS THAN 3 INCHES IN HEIGHT IS NOT CONSIDERED A DETECTABLE EDGE AND aCURB DESIGN V CURB DESIGN V TURF OR 6" VAR. 411 THEREFORE IS NOT COMPLIANT WITH ACCESSIBILITY STANDARDS. SEE PEDESTRIAN SEE PEDESTRIAN CONCRETE TOP OF GUTTER Q9 DRILL AND GROUT 1 - NO.4 12" LONG REINFORCEMENT BAR (EPDXY COATED)WITH 3" MIN. COVER. DRAWN: N. SCHAUFENBUEL W RAMP CURB REINFORCEMENT BARS ARE NOT NEEDED IF THE APPROACH NOSE IS POURED INTEGRAL WITH THE V CURB. g � APPROACH NOSE APPROACH NOSE � DESIGN V DESIGNED: N. SCHAUFENBUEL Q DETAIL DETAIL a 10 DRILL AND GROUT 2 - NO.4 12" LONG REINFORCEMENT BARS (EPDXY COATED)WITH 3" MIN. COVER.REINFORCEMENT v ` .o „ B B BARS ARE NOT NEEDED IF THE APPROACH NOSE IS POURED INTEGRAL WITH THE CURB AND GUTTER. U W o NON-WALKABLE NON-WALKABLE ° a 7 CHECKED: P. SCHROEDER SURFACE ❑ SURFACE 11 SIDE TREATMENT EXAMPLES SHOWN ARE WHEN THE INITIAL LANDING IS APPROXIMATELY LEVEL WITH THE FULL j T A HEIGHT CURB (I.E.6'LONG RAMP FOR 6" HIGH CURB). WHEN THE INITIAL LANDING IS MORE THAN 1" BELOW g SECTION A-A FULL HEIGHT CURB REFER TO SHEETS 1 & 2 TO MODIFY THE CURB HEIGHT TAPERS AND MAINTAIN POSITIVE PROJECT NO: 14356.00 o z 2 1 2 CURB & O2 BOULEVARD DRAINAGE. ° J GUTTER / 12 NEAREST EDGE OF DETECTABLE WARNING SURFACES SHALL BE PLACED 12'MINIMUM TO 15'MAXIMUM FROM THE S H EET TITLE Q 2 NEAREST RAIL.FOR SKEWED CULAR TRAILWAYS O THE N IN NO INSTANCE SHALL THE DETECTABLE WARNING BE CLOSER THAN 12 11 RETURNED CURB �5 CONCRETE TURF OR 6' �TOP OF SIDEWALK // OO 13 WHEN PEDESTRIAN GATES ARE PROVIDED,DETECTABLE WARNING SURFACES SHALL a j — — — — — — BE PLACED ON THE SIDE OF THE GATES OPPOSITE THE RAIL,2'FROM THE TYPICAL SIDE TREATMENT OPTIONS O 11 h h/2 G 6„ O2 O A APPROACHING SIDE OF THE GATE ARM.THIS CRITERIA GOVERNS OVER NOTE 12 14 CROSSING SURFACE SHALL EXTEND 2'MINIMUM PAST THE OUTSIDE EDGE OF WALK OR SHARED-USE PATH. CIVIL DETAILS 9 3„ 15 15 3'FOR MEDIANS AND SPLITTER ISLANDS. NOSE CAN BE REDUCED TO 2'ON FREE RIGHT ISLANDS. ©SIDEWALK TO BE PLACED 8.75'MIN.FROM THE FACE OF CURB/PROJECTED FACE OF CURB.THIS SECTION B-B ENSURES MIN.CLEARANCE BETWEEN THE SIDEWALK AND GATE ARM COUNTERWEIGHT SUPPORTS. r REVISED: PEDESTRIAN APPROACH REVISION: NOSE DETAIL 4 PEDESTRIAN CURB RAMP DETAILS APPR VED.JANUARY 23,2017 (FOR RETURNED CURB s /I p(�A �� SHEET J w SIDE TREATMENT) z ,` a - OPERATIONS ENGINEER �N�►� STATE DESIGN ENGINEER 1-2 3—2 017 STANDARD PLAN 5—2 9 7.2 5 0 4 OF 6