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GENERAL NOTES: McKINLEY PARKWAY (CR 204) 1. RECONSTRUCTION LIMITS BEYOND THE CURB RAMP SHALL BE KEPT TO A PIN 5763.32 MINIMUM. PROVIDE TRANSITIONS BETWEEN PROPOSED CURB RAMP LANDING AND EXISTING SIDEWALK AS SHOWN. THE CONTRACTOR SHALL NOT DAMAGE SHEET NO.37 OF 107 AREAS BEYOND THE SAW CUT LIMITS. DAMAGE BEYOND THE SAW CUT LIMITS SHALL BE REPLACED TO THE NEXT JOINT OR SCORE LINE. ANY SUCH DAMAGE SHALL BE REPAIRED BY THE CONTRACTOR AT NO COST TO SW THE COUNTY. N: 1002564.30 T E: 1086778.07 AL 2. THE TRANSITION FROM FULL HEIGHT CURB REVEAL TO FLUSH CURB SHALL ELEV: 731.50 PH BE A SMOOTH AND CONSISTENT TRANSITION. AS N: 1002472.36 E: 1086779.29 N: 1002561.33 DETECTABLE WARNING SURFACE NOTES: TC ELEV: 731.91 N: 1002482.26 E: 1086782.42 ELEV: 731.30 GP E: 1086776.93 1. DETECTABLE WARNING SURFACE IS TO PROVIDE LIGHT-ON-DARK OR ELEV: 731.48 N: 1002467.37 CP MAG 4' DARK-ON-LIGHT CONTRAST WITH SURROUNDING SURFACE. THE DEFAULT -9 E: 1086779.15 " COLOR FOR DETECTABLE WARNING SURFACE, INCLUDING TRUNCATED TC CONC. ELEV: 731.98 DOMES, IS TO BE DARK GRAY IN COLOR PER MUNSELL BOOK NOTATION 10 SFT N: 1002480.78 BG 3/1. COLORS ARE TO BE IN ACCORDANCE WITH FEDERAL STANDARD E: 1086779.54 TS N: 1002568.11 5'-0" 3'-8" " -3 595B NUMBER 36081 OR DARKER, OR APPROVED EQUIVALENT. 1.4% ELEV: 731.39 E: 1086780.89 5' N:1002467.2105 5.0% 5' -0 6% ELEV: 731.53 E:1086784.1858 N: 1002554.60 0. " 3. 1. 1. 8% 5' SFT GRASS 4% 4% SURVEY MONUMENT NOTE: ELEV: 731.91 TS R E: 1086782.74 GP -0" 6% N: 1002477.21 ELEV: 731.34 3. R TC 1.4% 4.2% E: 1086784.44 N: 1002566.20 1. THE CONTRACTOR SHALL CUT OR TRIM AN AREA OF DETECTABLE WARNING ELEV: 731.47 N: 1002558.42 E: 1086783.76 UNITS THAT CONFLICT WITH ALL OR ANY PORTION OF A SURVEY MONUMENT SFT E: 1086786.39 ELEV: 731.34 CASTING, FRAME AND COVER. SFT ELEV: 731.12 N: 1002562.51 N: 1002474.93 E: 1086789.27 E: 1086786.39 ELEV: 731.16 ELEV: 731.63 N: 1002567.00 N: 1002472.21 E: 1086791.56 E: 1086784.29 ELEV: 731.48 ELEV: 731.84 R8-1 SOWLES ROAD / McKINLEY PARKWAY (CR 204) R8-2 SW CURB RAMP SOWLES ROAD / McKINLEY PARKWAY (CR 204) TYPE 01 NW CURB RAMP TYPE 08 N: 1002499.34 N: 1002504.34 E: 1086877.56 E: 1086877.73 ELEV: 731.57 ELEV: 731.54 N: 1002481.64 N: 1002348.74 E: 1086879.01 N: 1002499.28 E: 1086883.99 ELEV: 731.65 E: 1086879.56 ELEV: 731.57 N: 1002479.52 ELEV: 731.72 N: 1002507.34 E: 1086878.02 E: 1086877.83 ELEV: 731.69 ELEV: 731.63 CONC. N: 1002350.66 E: 1086996.32 N: 1002496.34 ELEV: 731.35 N: 1002476.64 CR E: 1086877.46 E: 1086878.85 R8-5 ELEV: 731.69 ELEV: 731.62 N: 1002345.82 SFT 1 2" H E: 1086887.57 TC ELEV: 731.63 6% N: 1002353.51 5. DPE E: 1086890.74 N: 1002467.61 4% 1. -0" 7. 1. E: 1086883.57 CR 7. R ELEV: 731.28 SFT SFT 0% 0% 5% 5' R ELEV: 731.70 SFT R8-4 1. TS 5% N: 1002340.99 4. 0.6% 0.8% 0% E: 1086888.83 SFT -0" 4% 1. 5' 1. N: 1002504.28 1. ELEV: 731.70 5' CONC. 1. TS R TS -0" 4% 4% 1. 4% WV E: 1086879.72 4% N: 1002354.85 GLM ELEV: 731.68 0.1% 0.6% G 0.8% N: 1002342.24 E: 10086893.50 ELEV: 731.39 SFT 5'-0" E: 1086893.67 WV ELEV: 731.65 N: 1002347.08 GRASS C E: 1086892.41 ELEV: 731.58 N: 1002465.29 WV WV NYSEG SIDEWALK CURB RAMP TEXT LEGEND E: 1086885.46 ELEV: 731.82 837 E 42 N: 1002504.12 R = RAMP E: 1086884.72 TC ELEV: 731.75 N: 1002476.48 N: 1002481.48 TS = TURNING SPACE E: 1086883.85 E: 1086884.00 N: 1002499.12 ELEV: 731.69 ELEV: 731.72 E: 1086884.56 T = TRANSITION CS = CLEAR SPACE R8-3 SOWLES ROAD / McKINLEY PARKWAY (CR 204) PE 15" ELEV: 731.79 HD SFT = SIDE FLARE - TRAVERSABLE SE CURB RAMP TYPE 12 2" SFN = SIDE FLARE - NON TRAVERSABLE CR RX-X CURB RAMP NO. CONTRACTOR RESPONSIBILITY FOR ADA COMPLIANCE: 1 R8-4 AND R8-5 CONCRETE GUTTER 1. THE CONTRACTOR SHALL BE RESPONSIBILITY FOR THE LAYOUT, INSTALLATION, AND THAT THE FINAL PRODUCT SOWLES ROAD / McKINLEY PARKWAY (CR 204) ITEM 624.0113 IS FULLY COMPLIANT WITH CURRENT ADA GUIDELINES AS PER PROPOSED RIGHT OF WAY ACCESIBILITY GUIDELINES, NE CURB RAMP 2011 (PROWAG) AND NYSDOT STANDARD SHEETS 608-01 (SHEETS 1-12). IF THE FINAL PRODUCT FAILS TO MEET PROPOSED SIDEWALK RAMP ADA GUIDELINES, AS DETERMINED BY THE ENGINEER IN CONSULTATION WITH THE COUNTY, THE FINAL PRODUCT SHALL TYPE 02 / 01 BE REPLACED AT NO ADDITIONAL COST TO THE COUNTY. NEW DETECTABLE WARNING SURFACE (DWS) 0 5 10 15 FT ERIE COUNTY DEPT. OF PUBLIC WORKS SHEET NO.37 OF 107 2. BEFORE THE NEW CURB HEADER IS INSTALLED THE CONTRACTOR SHALL VERIFY THE HEADER CURB ELEVATIONS TO DIVISION OF HIGHWAYS ITEM 608.01060615 ENSURE THAT THE EDGE OF PAVEMENT FLOW LINE WILL DRAIN IN THE DIRECTION SHOWN AND NO PONDING WILL 95 FRANKLIN STREET BUFFALO, NEW YORK SCALE: NONE OCCUR AT THAT LOCATION. DWG. NO. ITEM 608.01070615 1"v=v10' McKINLEY PARKWAY (CR 204) CURB RAMP DETAILS CD-01 62