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A JJ amw NEW 3" BITUMINOUS PAVEMENT 3 3_3 PLACED 1 LIFT o a) 3� CD N zoo O in F P zo _ 2% � 00 4 S STRAIGHT MAYGBE USED FORMS 0 MAX. z 2) 3N WALK a��ga��gac��gac��acgKo��ac�gac��gac��gac��ga _0 o W /FL FLARE �' O Q S �00��00��00��00��00��00��0c)_ C)_ �0 O .— O BACK OF CURB F '� " 8%-10% FLARE OO�oO�OO�oO�OO�oO�OO�oO�OO"-'". O�oO�OO�oO�OO�oO�Oo�o OO L O - �w FLOW LINE O 0„ 0„ 0 O9 0 0 0 0 0 0 0 0 0 NEW 8" BASE a� L N ~o FRONT OF GUTTER © 8 NON-WALKABLE AGGREGATE (0 � OR WALKABLE DIAGONAL L A F SURFACE 2% I III IIIIIIIIIIIIIIIIIIIIIIIIIII •— m OC)� Co PERPENDICULAR MAX. ° SHALL ONLY BE USED AFTER ALL J a) W a FANQo Q OTHER CURB RAMP TYPES HAVE BEEN III—III—III—III—III—III—III—III—III—III—III—III—III +- 2� EVALUATED AND DEEMED IMPRACTICAL M (D C0 F —I I—I —I I—I —I I—I —I I—I —III—III—III—III— L N 0 8%-10% FLARE NOTES: IIIIIIIIIIIIIIIIIIIIIIII—IIIIII1 IIII—III N LANDINGS SHALL BE LOCATED ANYWHERE THE PEDESTRIAN ACCESS ROUTE (PAR)CHANGES o a� O 311 Oil DIRECT AND IFIOTHEAAPPROACHING THE TOP FWALK IS INVERSE VGRADENGREATERING PTHANR2�TER THAN 5.0%, APPROVED SUBGRADE SOIL Q a INITIAL CURB RAMP LANDINGS SHALL BE CONSTRUCTED WITHIN 15'FROM THE BACK a OF CURB,WITH 6'FROM THE BACK OF CURB BEING THE PREFERRED DISTANCE,ONLY NON-WALKABLE OR S NON-WALKABLE OR APPLICABLE WHEN THE INITIAL RAMP RUNNING SLOPE IS OVER 5.0%. WALKABLE SURFACE ® 4 WALKABLE SURFACE SECONDARY CURB RAMP LANDINGS ARE REQUIRED FOR EVERY 30" OF VERTICAL RISE FLARE FLARE WHEN THE LONGITUDINAL RUNNING SLOPE IS GREATER THAN 5.0%. BITUMINOUS TRAIL U o CONTRACTION JOINTS SHALL BE CONSTRUCTED ALONG ALL GRADE BREAKS WITHIN THE PAR.1/4" DEEP 10 Q3 Oil Q3 Q1 Q VISUAL JOINTS SHALL BE USED AT THE TOPS OF CONCRETE FLARES ADJACENT TO WALKABLE SURFACES PAVEMENT SECTION J p I F ALL GRADE BREAKS WITHIN THE PAR SHALL BE PERPENDICULAR TO THE PATH OF TRAVEL.THUS BOTH SIDES OF A SLOPED WALKING SURFACE MUST BE EQUAL LENGTH.(EXCEPT AS STATED IN © BELOW. 4 TIERED PERPENDICULAR 7 TO ENSURE INITIAL RAMPS AND INITIAL LANDINGS ARE PROPERLY CONSTRUCTED,LANDINGS C602 J LJJ SHALL BE CAST SEPARATELY.FOLLOW SIDEWALK REINFORCEMENT DETAILS ON SHEET 6 AND NOT TO SCALE THE ADA SPECIAL PROVISIONS - PROSECUTION OF WORK (ADA). C14 a C 7 2 3�� MODIFIED FAN Qo TOP OF CURB SHALL MATCH PROPOSED ADJACENT WALK GRADE. OD n ®� USED WHEN RIGHT-OF-WAY WHEN THE BOULEVARD IS 4'WIDE OR LESS,THE TOP OF CURB TAPER SHALL MATCH THE RAMP LID O o © F Oil USED CONSTRAINED SLOPES TO REDUCE NEGATIVE BOULEVARD SLOPES FROM THE TOP BACK OF CURB TO THE PAR. CHAIN LINK TOP RAIL a BLACK PRIVACY SLATS L0 S 5 S 2 8 �/ ALL RAMP TYPES SHOULD HAVE A MINIMUM 3'LONG RAMP LENGTH. FENCE FABRIC BOTTOM RAIL z 4 MINIMUM WIDTH OF DETECTABLE WARNING IS REQUIRED FOR ALL RAMPS.DETECTABLE WARNINGS 212 O.D. J C 2 F SHALL CONTINUOUSLY EXTEND FOR A MIN.OF 24" IN THE PATH OF TRAVEL.DETECTABLE 3" O.D. TERMINAL POST 10' MAX. LINE POST LLJc mF WARNING TO COVER ENTIRE WIDTH OF SHARED-USE PATHS AND THE ENTIRE PAR WIDTH OF m c (�� THE WALK. DETECTABLE WARNING SHOULD BE 6" LESS THAN THE PAR/TRAIL WIDTH.ARC n/ F LENGTH OF RADIAL DETECTABLE WARNINGS SHOULD NOT BE GREATER THAN 20 FEET. I-E- 1Q Oil I Oil 10 - RECTANGULAR DETECTABLE WARNINGS SHALL BE SETBACK 3" FROM THE BACK OF CURB.RADIAL w \ i DETECTABLE WARNINGS SHALL BE SETBACK 3" MINIMUM TO 6" MAXIMUM FROM THE BACK OF CURB. w ai C LO - 0 1Q MATCH FULL HEIGHT CURB. TENSION BAR 7 LIJ Q� a PARALLEL Oil Q2 4'MINIMUM DEPTH LANDING REQUIRED ACROSS TOP OF RAMP, !!!A L Ql 3" Q3 3" HIGH CURB WHEN USING A 3'LONG RAMP,4" HIGH CURB WHEN USING A 4'LONG RAMP. TENSION BANDS SPACED >(D 3 CURB OR VAR. 4'0"MIN. 4 SEE SHEET 4 OF 6,TYPICAL SIDE TREATMENT OPTIONS,FOR DETAILS ON FLARES O J J RAMP REQUIRED LANDING O MAXIMUM OF 15 APART _ J CURB AND GUTTE AND RETURNED CURBS,WHEN INITIAL LANDING IS AT FULL CURB HEIGHT. � 1/4" R. _ _ _ O1 Q5 DETECTABLE WARNINGS MAY BE PART OF THE 4'X 4'MIN.LANDING AREA IF IT IS NOT FEASIBLE TO CONSTRUCT THE LANDING OUTSIDE OF THE DETECTABLE WARNING AREA. THE GRADE BREAK SHALL BE PERPENDICULAR TO THE BACK OF WALK. THIS WILL ENSURE III a —IIIIIII III —III— I —III III v ° 0.02 FT./FT.MAX. S THAT THE GRADE BREAK IS PERPENDICULAR TO THE DIRECTION OF TRAVEL.(TYPICAL FOR ALL) III—III—III—III I I—III—III—III— I III _ C) = 6" ° >0.05 FT./FT. O WHEN ADJACENT TO GRASS,GRADING SHALL ALWAYS BE USED WHEN FEASIBLE.V CURB, III —III—III—III— I III—III—III—III II —II ' < IF USED,SHALL BE PLACED OUTSIDE THE SIDEWALK LIMITS WHEN RIGHT OF WAY ALLOWS. ifl o CONCRETE 0.083 FT./FT PREFERRED WALK WHEN ADJACENT TO PARKING LOTS,CONCRETE OR BITUMINOUS TAPERS SHOULD BE USED = _ III—III—III—III II—III—III—III— I III N y� a OVER V CURB TO REDUCE TRIPPING HAZARDS AND FACILITATE SNOW & ICE REMOVAL. A 7IN TOP RAIUS G SECTION A-A Q MIN BREAK REQUIRED TO BE CONSTRUCTIBLE. e g G 9 PAVE FULLWALK WIDTH. III —III—III—III—I I III—III—III—III I I—I 1 . Q PERPENDICULAR/TIERED/DIAGONAL - - - zz , — 6 O" OO "S" SLOPES ON FANS SHALL ONLY BE USED WHEN ALL OTHER FEASIBLE OPTIONS HAVE BEEN c� o CURB OR O EVALUATED AND DEEMED IMPRACTICAL. e. p CURB AND GUTTER VAR. 4'0"MIN. 5 — p 1/4" R. RAMP REQUIRED LANDING LEGEND THESE LONGITUDINAL SLOPE RANGES SHALL BE THE STARTING POINT.IF SITE O o CONDITIONS WARRANT,LONGITUDINAL SLOPES UP TO 8.3% OR FLATTER ARE ALLOWED. ti g � 12" DIA. X 5' CONCRETE U o a a,: . 4 0.02 FT./FT. INDICATES PEDESTRIAN RAMP - SLOPE SHALL BE BETWEEN c) z 6, ° 0 5.0% MINIMUM AND 8.3% MAXIMUM IN THE DIRECTION SHOWN FOOTING (TYPICAL) � >0.02 FT./FT.AND G AND THE CROSS SLOPE SHALL NOT EXCEED 2.0%. o � ¢ CONCRETE <0.05 FT./FT PREFERRED i� F INDICATES PEDESTRIAN RAMP - SLOPE SHALL BE GREATER NOTE: FENCE TO BE BLACK VINYL. J � O THAN 2.0% AND LESS THAN 5.0% IN THE DIRECTION SHOWN O SECTION B-B 4'0"MIN. Q AND CROSS SLOPE SHALL NOT EXCEED 2.0%. REQUIRED LANDING LANDING AREA - 4'X W MIN.(5'X 5'MIN.PREFERRED)DIMENSIONS AND MAX 5 FENCE DETAIL FAN 1/4" R. ® 2.0% SLOPE IN ALL DIRECTIONS.LANDING SHALL BE FULL WIDTH OF INCOMING PARS. — — — — — — — — — — DEPRESSED CORNER X" CURB HEIGHT o C611 NOT TO SCALE /1 REVISED' �J J 00 w w REVISION: CURB OR 6" ° t PEDESTRIAN CURB RAMP DETAILS O Z M g CURB AND GUTTER CONCRETE 0.02 FT./FT.MAX. ? 10. W 7 i z APPR VED:JANUARY 23,2017 WALKr 1�A Appppy� CHAIN LINK L LU Lf�WJ � SECTION C-C �II Lf� OPERATIONS ENGINEER PARALLEL/DEPRESSED CORNER STATE DESIGN ENGINEER 1—2 3—2 017 STANDARD PLAN 5-2 9 7■2 5 0 1 OF 6 FENCE FABRIC 1 5 z RIGHT OF WAY CURB RAMP ALL TS SHALL E BLACK PRIVACY SLATS WEL RIGID FRAMDDEDED ME TO PROVIDDE A Q O C602 NOT TO SCALE 4' OPENING 11 Ur 3" O.D. FENCE POST MG W NOTES: 1. ALL CONCRETE MATCH POINTS SHALL BE SAW CUT AND HAVE EXPANSION PAD UNLESS OTHERWISE DIRECTED BY THE CITY ENGINEER /'� 2. ALL CONCRETE SHALL HAVE A SLUMP OF 3"OR LESS,A 7-DAY STRENGTH OF AT LEAST 2,000 PSI AND A 28 DAY COMPRESSIVE �J STRENGTH OF 3,900 PSI Qj 3. ALL BITUMINOUS MATCH POINTS SHALL BE SAW CUT OR MILLED AND TACKED PRIOR TO PATCHING.ON ROADS WERE BITUMINOUS IS 3"THICK OR GREATER THE TOP 1.5"SHALL BE MILLED A MINIMUM OF 18"BEYOND THE SAW CUT AS A MATCH POINT. 4. GRAVEL AND BITUMINOUS IN ROADWAY AREA SHALL BE REPAIRED TO A(LIKE NEW CONDITION MATCHING EXISTING THICKNESS. v 5. BITUMINOUS PATCH WORK DONE PRIOR TO JUNE 1ST AND AFTER SEPTEMBER 30TH SHALL BE HEATED WITH A RADIANT HEATER TO SEAL THE EDGES. o 6. ALL DRIVEWAYS WITH A GRADER GREATER THEN 10%MUST OBTAIN CITY ENGINEER APPROVAL. PROVIDE CROSS BRACING U 0- / \ 7. ALL DRIVEWAYS MUST MEET CITY CODE FOR LOT COVERAGE AREA. �, FOR GATES AS RECOMMENDED / 8. NO DRIVEWAY SHALL BE WITHIN 40'OF A STREET END RADIUS UNLESS WRITTEN APPROVAL IS OBTAINED FROM THE CITY \\ ENGINEER. BY MANUFACTURER 9. WHERE SIDEWALKS/TRAILS EXISTS OR ARE PROPOSED,THE DRIVEWAY SHALL EXTEND THROUGH THE SIDEWALK/TRAIL AREA ^ ' I hereby certify that this plan, / \\ WITH PEDESTRIAN CURB OPENINGS PLACED(SEE MNDOT PEDESTRIAN CURB RAMP DETAILS).A MAXIMUM 2%CROSS SLOPE ON `V specifications or report was prepared SIDEWALK/TRAIL AREAS CROSSING THROUGH DRIVEWAYS. O by me or under my direct supervision / \ RAMP LANDING 10.CONTRACTOR TO CALL CITY ENGINEERING DEPARTMENT(651)762-6316 PRIOR TO CONSTRUCTION. and that I am a duly licensed 2% MAX SLOPE I N — N Y O D O D O D O D O D O � Professional Engineer under the laws Q� ANY DIRECTION III—III IIIIIIIIIIIIIII—III : III—III o of the state of Minnesota. 1=1 I I •' : I I 1=1 11=1 11=1 11=1 11=1 I I . ' I I 1=1 I I ti z CURB RADIUS 10III—III III—III—III—III—III—III—I I—III—I o � PER PLAN(20'TYP.) � IIII I I a IIIIIIIIIIIIIIII I I � o• IIII I \ N \\\ FELT EXPANSION III—III III—III—III—III—III—III—I I—III—I Bryan D. Miller, P.E. FELT EXPANSION - _ °p 20 \\ PAD PAD III—III—III—III—III—III III—III Date: xx.xx.2024 Lic. No.: 54950 MAINTAIN GUTTER WITH 3/4" _ F F o LIP ALONG WIDTH OF _ I I—III—III—III—III—III—I I—III—I "rC DRIVEWAY OPENING. , — �Fo °T ��+ \\\ 1 III1 I I1 I I1 I I1 I I1 I I 1 111 /O T° O� Rev. Date Description SAW CUT EXISTING BITUMINOUS Q Q� MILLED AREA 24"MIN 12" DIA. X 5' CONCRETE 6 �,O �,� 18"MIN. FOOTING (TYPICAL) 5 1�J RADIANT HEAT PATCH AREA ON ALL NOTE: FENCE TO BE BLACK VINYL. PATCHES PLACED PRIOR TO JUNE 1ST OR AFTER SEPTEMBER 30TH CONCRETE CURB 6"CONCRETE SINGLE GATE DETAIL &GUTTER PAVEMENT(3F52A) 6 'OF,Q CROSS SLOPE WHEN SIDEWALK/TRAIL DRIVEWAY SLOPE VARIES, e C6O2 '�•-• � NOT TO SCALE Project#: 12246027.000 =„•e Drawn By: NJN c<Op<C CROSSES DRIVEWAY%a"F'ER FOOT^' Imo—2'MIN.�I 3/4"LIP >. ' _ :,�. .. T cFFO .1 TO Checked By: BDM 6"CLASS 5 OR Issue Date: xx.xx.2024 STREET PATCH 2'BY LENGTH OF CURBING SALVAGED/RECYCLED REMOVED AND REPLACED(MATCH EXISTING MATERIAL MEETING CLASS 5 CONTRACTION JOINT SIDEWALK Sheet Title: THICKNESS) GRADATION(MnDOT 3138) CROSSING ONLY SAWED OR PREFORMED DETAILS Special Details �� CITY OF COMMERCIAL/MULTI FAMILY PERPENDICULAR ) CONCRETE DRIVEWAY DETAIL oa-o1-15 ReVsed, HU-STR-15 2 ACCESSIBLE RAMP DETAIL EST. 03_12_20 Sheet: c602 NOT TO SCALE COMMERCIAL DRIVEWAY DETAIL 3 C O2 NOT TO SCALE 602 PAProjects\Projects-2024\12246027- Hugo West Apartments\2. Design\b. Drawing Files\12246027-C600-Details.dwg