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HomeMy WebLinkAboutExhibit 2City of Miami: SW 13th Ave. and Roads Circles Case No: 08-20304-CIV-Ungaro, US District Court, Southern District of FL No. ECPRW192-8075 Line Road System Segment From To Side Item No. Issue ADA Code Agreed Correction Photo 0002 City Roads 0003 City Roads SW 10th St and SW 13th Ave SW 11th St and SW 13th Ave 0003 The surface of the gutter has stagnant water and/or loose material. The gutter has a negative slope. SW Corner (Type 3) NW Corner (Type 3 ) 0004 City Roads SW 11th St and SW 13th Ave SW Corner (Type 3 ) W 0004 0007 The curb ramp has a 10.7 % non- compliant running slope. The curb ramp has a 12.1 % non- compliant running slope. +++ New Road +++ 0009 The counter slope is 9.2 %. +++ New Road +++ §4.5 §4.7 §4.7 §4.7 §4.7 0015 The transition from ramp to gutter has a 11.6 % non -compliant running slope. §4.7 Rework and clean area to provide a stable, firm, and slip -resistant floor surface in compliance with ADAAG 4.5. Ramps shall comply with ADAAG 4.7. Curb and gutter shall be modified so water drains toward gutter providing positive drainage toward an operable existing drain or catch basin, or install a new adjacent drain or catch basin. All work shall comply with FDOT Roadway & Traffic Design Standards Index No 0304 or City of Miami Public Works Engineering & Design Standards, Division 4 Section 401 & 408, as applicable. Rework the curb ramp to provide a running slope not to exceed 8.33% (ADAAG Fig. 11). Rework the curb ramp to provide a running slope not to exceed 8.33% (ADAAG Fig. 11). Rework the transition of the gutter to make it flush with a moderate gutter counter slope not to exceed 5%. Rework the curb ramp to provide a running slope not to exceed 8.33% (ADAAG Fig. 11). 1 18 Page 1 of 52 Copyright © ADAAG Consulting Services, LLC. 2008/Eric Contreras, Assoc. AIA /JR Wednesday July 3, 2008 Line City of Miami: SW 13th Ave. and Roads Circles Road System Segment From To Case No: 08-20304-CIV-Ungaro, US District Court, Southern District of FL No. ECPRW192-8075 Side Item No. Issue 0007 0008 City Roads SW 12th St and SW 13th Ave City Roads SW 12th St SW 12th St and SW 13th Ave (CROSSWALK) SW Corner (Type 1 ) SW 13th St W 0016 The counter slope is 7.5 %. 0017 0018 0019 0020 0021 The branch reduces head clearance to 66" (1676 mm) above the finished floor. The curb ramp has a 10.3 % non- compliant running slope. The curb ramp has a 9.9 % non- compliant running slope. The transition from ramp to gutter has a 10.6 % non -compliant running slope. The surface of the gutter has stagnant water and/or loose material. The gutter is lower than the catch basin and has a negative slope. Provide an accessible ramp in accordance with FDOT "Roadway & Traffic Design Stds." Index No 0304. ADA Code §4.7 §4.4 §4.7 §4.7 §4.7 §4.5 §4.7 Agreed Correction Rework the transition of the gutter to make it flush with a moderate gutter counter slope not to exceed 5%. Trim the tree. Rework the curb ramp to provide a running slope not to exceed 8.33% (ADAAG Fig. 11). Rework the curb ramp to provide a running slope not to exceed 8.33% (ADAAG Fig. 11). Rework the curb ramp to provide a running slope not to exceed 8.33% (ADAAG Fig. 11). Rework and clean area to provide a stable, firm, and slip -resistant floor surface in compliance with ADAAG 4.5. Ramps shall comply with ADAAG 4.7. Curb and gutter shall be modified so water drains toward gutter providing positive drainage toward an operable existing drain or catch basin, or install a new adjacent drain or catch basin. All work shall comply with FDOT Roadway & Traffic Design Standards Index No 0304 or City of Miami Public Works Engineering & Design Standards, Division 4 Section 401 & 408, as applicable. Photo 18 20 22 23 24 21 -- Page 2 of 52 Copyright © ADAAG Consulting Services, LLC. 2008/Eric Contreras, Assoc. AIA /JR Wednesday July 3, 2008 City of Miami: SW 13th Ave. and Roads Circles Case No: 08-20304-CIV-Ungaro, US District Court, Southern District of FL No. ECPRW192-8075 Line Road System Segment From To Side Item No. Issue ADA Code Agreed Correction Photo 0009 City Roads SW 13th St and SW 13th Ave 0010 City Roads NW Corner (Type 2 ) SW 14th St and SW 13th Ave NW Corner (Type 3 ) W +++ New Road +++ 0022 The counter slope is 9.2 %. +++ New Road +++ 0023 0012 City Roads SW 14th St and SW 13th Ave SW Corner (Type 1 ) W 0027 The counter slope is 5.8 %. The surface of the truncated domes and/or contrasting color has deteriorated. +++ New Road +++ §4.7 §4.7 §4.29 Rework the transition of the gutter to make it flush with a moderate gutter counter slope not to exceed 5%. Rework the transition of the gutter to make it flush with a moderate gutter counter slope not to exceed 5%. Rework surface to provide raised truncated domes with a diameter of nominal 0.9" (22 mm), a height of 0.2" (5 mm), and a center -to - center spacing of nominal 2.35" (59 mm), that shall contrast visually with adjoining surfaces. If element was built or altered after 2001 condition is to be mitigated. 26--- 30 34 Page 3 of 52 Copyright © ADAAG Consulting Services, LLC. 2008/Eric Contreras, Assoc. AIA /JR Wednesday July 3, 2008 City of Miami: SW 13th Ave. and Roads Circles Case No: 08-20304-CIV-Ungaro, US District Court, Southern District of FL No. ECPRW192-8075 Line Road System Segment From To Side Item No. Issue ADA Code Agreed Correction Photo 0015 City Roads SW 15th St and SW 13th Ave SW Corner (Type 3 ) SW 16th St and SW 13th Ave NW Corner (Type 2 ) 0018 City Roads SW 17th Terrace and SW 13th Ave W 0031 The surface of the gutter has stagnant water and/or loose material. The gutter is lower than the catch basin and has a negative slope. Provide an accessible ramp in accordance with FDOT "Roadway & Traffic Design Stds." Index No 0304. Gutter with negative slope. H.C. Ramp in accordance to FDOT "Roadway & Traffic Design Stds." Index No 0304. +++ New Road +++ 0032 The curb ramp has a 9.5 % non- compliant running slope. NW Corner (Type 3) +++ New Road +++ 0036 The transition from ramp to gutter has a 10.4 % non -compliant running slope. 0022 City Roads SW 19th St and SW 13th Ave SW of the Intersection (Type 1) +++ New Road +++ 0040 The transition from ramp to gutter has a 9.5 % non -compliant running slope. §4.5 §4.7 §4.7 §4.7 §4.7 Rework and clean area to provide a stable, firm, and slip -resistant floor surface in compliance with ADAAG 4.5. Ramps shall comply with ADAAG 4.7. Curb and gutter shall be modified so water drains toward gutter providing positive drainage toward an operable existing drain or catch basin, or install a new adjacent drain or catch basin. All work shall comply with FDOT Roadway & Traffic Design Standards Index No 0304 or City of Miami Public Works Engineering & Design Standards , Division 4 Section 401 & 408, as applicable. Rework the curb ramp to provide a running slope not to exceed 8.33% (ADAAG Fig. 11). Rework thecurb ramp to provide a running slope not to exceed 8.33% (ADAAG Fig. 11). Rework the curb ramp to provide a running slope not to exceed 8.33% (ADAAG Fig. 11). 39 41___ 42 57 72 Page 4 of 52 Copyright © ADAAG Consulting Services, LLC. 2008/Eric Contreras, Assoc. AIA /JR Wednesday July 3, 2008 City of Miami: SW 13th Ave. and Roads Circles Case No: 08-20304-CIV-Ungaro, US District Court, Southern District of FL No. ECPRW192-8075 Line Road System Segment From To Side Item No. Issue ADA Code Agreed Correction Photo 0023 City Roads SW 20th St and SW 13th Ave 0041 The counter slope is 9.9 %. +++ New Road +++ NW Corner (Type 2) W 0042 0043 0024 City Roads 0025 City Roads SW 20th St and SW 13th Ave SW 20th St and SW 13th Ave SW Corner (Type 2) SW Corner (Type 1) W 0045 0046 0047 The transition from ramp to gutter has a 12.0 % non -compliant running slope. The counter slope is 12.0 %. The transition from ramp to gutter has a 9.8 % non -compliant running slope. The transition from ramp to gutter has a 11.4 % non -compliant running slope. The counter slope is 15.7 %. +++ New Road +++ §4.7 Rework the transition of the gutter to make it flush with a moderate gutter counter slope not to exceed 5%. §4.7 §4.7 §4.7 §4.7 §4.7 Rework the curb ramp to provide a running slope not to exceed 8.33% (ADAAG Fig. 11). Rework the transition of the gutter to make it flush with a moderate gutter counter slope not to exceed 5%. Rework the curb ramp to provide a running slope not to exceed 8.33% (ADAAG Fig. 11). Rework the curb ramp to provide a running slope not to exceed 8.33% (ADAAG Fig. 11). Rework the transition of the gutter to make it flush with a moderate gutter counter slope not to exceed 5%. 72 74 74 77 79 79 Page 5 of 52 Copyright © ADAAG Consulting Services, LLC. 2008/Eric Contreras, Assoc. AIA /JR Wednesday July 3, 2008 City of Miami: SW 13th Ave. and Roads Circles Case No: 08-20304-CIV-Ungaro, US District Court, Southern District of FL No. ECPRW192-8075 Line Road System Segment From To Side Item No. Issue ADA Code Agreed Correction Photo 0026 City Roads SW 21st St and SW 13th Ave 0027 City Roads NW Corner (Type 2) SW 21st St and SW 13th Ave 0028 City Roads SW 21st Terrace and SW 13th Ave SW Corner (Type 2) NW Corner (Type 2) W 0048 0049 0050 0051 The transition from ramp to gutter has a 9.0 % non -compliant running slope. The counter slope is 13.4 %. The transition from ramp to gutter has a 15.7 % non -compliant running slope. The surface of the gutter has stagnant water and/or loose material. The gutter is lower than the catch basin and has a negative slope. Provide an accessible ramp in accordance with FDOT "Roadway & Traffic Design Stds." Index No 0304. +++ New Road +++ 0053 §4.7 §4.7 §4.7 §4.5 §4.7 The transition from ramp to gutter has a §4.7 9.7 % non -compliant running slope. Rework the curb ramp to provide a running slope not to exceed 8.33% (ADAAG Fig. 11). Rework the transition of the gutter to make it flush with a moderate gutter counter slope not to exceed 5%. Rework thecurb ramp to provide a running slope not to exceed 8.33% (ADAAG Fig. 11). Rework and clean area to provide a stable, firm, and slip -resistant floor surface in compliance with ADAAG 4.5. Ramps shall comply with ADAAG 4.7. Curb and gutter shall be modified so water drains toward gutter providing positive drainage toward an operable existing drain or catch basin, or install a new adjacent drain or catch basin. All work shall comply with FDOT Roadway & Traffic Design Standards Index No 0304 or City of Miami Public Works Engineering & Design Standards, Division 4 Section 401 & 408, as applicable. Rework the curb ramp to provide a running slope not to exceed 8.33% (ADAAG Fig. 11). 81 81 83 83 86— Page 6 of 52 Copyright © ADAAG Consulting Services, LLC. 2008/Eric Contreras, Assoc. AIA /JR Wednesday July 3, 2008 City of Miami: SW 13th Ave. and Roads Circles Case No: 08-20304-CIV-Ungaro, US District Court, Southern District of FL No. ECPRW192-8075 Line Road System Segment From To Side Item No. Issue ADA Code Agreed Correction Photo 0054 The counter slope is 6.1 %. 0032 City Roads SW 21st Terrace and SW 13th Ave 0033 City Roads 0034 City Roads SW 21st Terrace and SW 13th Ave Crossway to E Walkway (Type 1) Crossway to W Walkway (Type 1) SW 21st Terrace and SW 13th Ave Crossway to E Walkway (Type 1) +++ New Road +++ 0062 The transition from ramp to gutter has a 10.3 % non -compliant running slope. 0063 The counter slope is 6.1 %. 0064 0065 0066 0067 The curb ramp has a 9.9 % non- compliant running slope. The curb ramp has a 9.4 % non- compliant running slope. The transition from ramp to gutter has a 20.5 % non -compliant running slope. The slab has a 0.5" (13 mm) vertical change in level. §4.7 §4.7 §4.7 §4.7 §4.7 §4.7 §4.3 Rework the transition of the gutter to make it flush with a moderate gutter counter slope not to exceed 5%. Rework the curb ramp to provide a running slope not to exceed 8.33% (ADAAG Fig. 11). Rework the transition of the gutter to make it flush with a moderate gutter counter slope no to exceed 5%. Rework the curb ramp to provide a running slope not to exceed 8.33% (ADAAG Fig. 11). Rework the curb ramp to provide a running slope not to exceed 8.33% (ADAAG Fig. 11). Rework the curb ramp to provide a running slope not to exceed 8.33% (ADAAG Fig. 11). Grind down walkway offset. 86 100 100 102 106 107 111 Page 7 of 52 Copyright © ADAAG Consulting Services, LLC. 2008/Eric Contreras, Assoc. AIA /JR Wednesday July 3, 2008 City of Miami: SW 13th Ave. and Roads Circles Case No: 08-20304-CIV-Ungaro, US District Court, Southern District of FL No. ECPRW192-8075 Line Road System Segment From To Side Item No. Issue ADA Code Agreed Correction Photo 0035 City Roads SW 21st St and SW 13th Ave 0037 City Roads Crossway to E Walkway (Type 1) SW 20th St and SW 13th Ave +++ New Road +++ 0069 The transition from ramp to gutter has a 15.0 % non -compliant running slope. Crossway to NW Walkway (Type 3) +++ New Road +++ *0071 The curb ramp has a 10.2 % non- compliant running slope. 0038 City Roads SW 19th Terrace and SW 13th Ave 0039 City Roads Crossway to NW Walkway (Type 3) New Road +++ 0072 The transition from ramp to gutter has a 9.9 % non -compliant running slope. SW 19th Terrace and SW 13th Ave Crossway to W Walkway (Type 1) *0073 The transition from ramp to gutter has a 9.5 % non -compliant running slope. 0040 City Roads SW 18th St and SW 13th Ave Crossway to E Walkway (Type 1) +++ New Road +++ 0074 0075 The curb ramp has a 11.7 % non- compliant running slope. The curb ramp has a 10.0 % non- compliant running slope. +++ New Road +++ §4.7 §4.7 §4.7 §4.7 §4.7 §4.7 Work on the gutter issue only. Rework the curb ramp to provide a running slope not to exceed 8.33% (ADAAG Fig. 11). Rework the curb ramp to provide a running slope not to exceed 8.33% (ADAAG Fig. 11). Rework the curb ramp to provide a running slope not to exceed 8.33% (ADAAG Fig. 11). Rework the curb ramp to provide a running slope not to exceed 8.33% (ADAAG Fig. 11). Rework the curb ramp to provide a running slope not to exceed 8.33% (ADAAG Fig. 11). 114 125 128 129 140 141 Page 8 of 52 Copyright © ADAAG Consulting Services, LLC. 2008/Eric Contreras, Assoc. AIA /JR Wednesday July 3, 2008 City of Miami: SW 13th Ave. and Roads Circles Case No: 08-20304-CIV-Ungaro, US District Court, Southern District of FL No. ECPRW192-8075 Line Road System Segment From To Side Item No. Issue ADA Code Agreed Correction Photo 0043 City Roads SW 16th St and SW 13th Ave Crossway to W Walkway (Type 1) 0044 City Roads SW 13th Ave SW 15th St SW 14th St 0078 0079 The transition from ramp to gutter has a 11.5 % non -compliant running slope. The surface of the gutter has stagnant water and/or loose material. The gutter has a negative slope with low elevation. +++ New Road +++ 0080 Branch protrudes into sidewalk, at 59" (1499 mm) above the finished floor. 0045 City Roads SW 15th St and SW 13th Ave Crossway to W Walkway (Type 1) +++ New Road +++ 0081 The surface does not have clearly defined truncated domes or contrasting color. §4.7 §4.5 §4.7 §4.4 §4.29 Rework thencurb ramp to provide a running slope not to exceed 8.33% (ADAAG Fig. 11). Rework and clean area to provide a stable, firm, and slip -resistant floor surface in compliance with ADAAG 4.5. Ramps shall comply with ADAAG 4.7. Curb and gutter shall be modified so water drains toward gutter providing positive drainage toward an operable existing drain or catch basin, or install a new adjacent drain or catch basin. All work shall comply with FDOT Roadway & Traffic Design Standards Index No 0304 or City of Miami Public Works Engineering & Design Standards, Division 4 Section 401 & 408, as applicable. Cut the branch. Rework surface to provide raised truncated domes with a diameter of nominal 0.9" (22 mm), a height of 0.2" (5 mm), and a center -to - center spacing of nominal 2.35" (59 mm), that shall contrast visually with adjoining surfaces. If element was built or altered after 2001 condition is to be mitigated. 161 159 168 170 Page 9 of 52 Copyright © ADAAG Consulting Services, LLC. 2008/Eric Contreras, Assoc. AIA /JR Wednesday July 3, 2008 City of Miami: SW 13th Ave. and Roads Circles Case No: 08-20304-CIV-Ungaro, US District Court, Southern District of FL No. ECPRW192-8075 Line Road System Segment From To Side Item No. Issue ADA Code Agreed Correction Photo 0046 City Roads SW 15th St and SW 13th Ave 0048 City Roads SW 14th St and SW 13th Ave 0049 City Roads Crossway to N Walkway (Type 1) Crossway to E Walkway (Type 1) SW 13th Ave SW 13th St SW 12th St 0050 City Roads SW 13th St and SW 13th Ave Crossway to E Walkway (Type 1) 0082 The surface of the gutter has stagnant §4.5 water and/or loose material. The gutter §4.7 has a negative slope with low elevation. +++ New Road +++ 0086 The accessible route has a 0.5" (13 mm) vertical change in level. +++ New Road +++ 0087 Crossway to N Walkway (Type 1 ) The branch protrudes into sidewalk, reducing head clearance. +++ New Road +++ 0088 0089 The curb ramp has a 9.4 % non- compliant running slope. The transition from ramp to gutter has a 10.8 % non -compliant running slope. §4.3 §4.4 §4.7 §4.7 Rework and clean area to provide a stable, firm, and slip -resistant floor surface in compliance with ADAAG 4.5. Ramps shall comply with ADAAG 4.7. Curb and gutter shall be modified so water drains toward gutter providing positive drainage toward an operable existing drain or catch basin, or install a new adjacent drain or catch basin. All work shall comply with FDOT Roadway & Traffic Design Standards Index No 0304 or City of Miami Public Works Engineering & Design Standards, Division 4 Section 401 & 408, as applicable. Grind down walkway offset. Cut the branch. Rework the curb ramp to provide a running slope not to exceed 8.33% (ADAAG Fig. 11). Rework the curb ramp to provide a running slope not to exceed 8.33% (ADAAG Fig. 11). 172 188, 189 194, 195 198 201 Page 10 of 52 Copyright © ADAAG Consulting Services, LLC. 2008/Eric Contreras, Assoc. AIA /JR Wednesday July 3, 2008 Line City of Miami: SW 13th Ave. and Roads Circles Road System Segment From To Case No: 08-20304-CIV-Ungaro, US District Court, Southern District of FL No. ECPRW192-8075 Side Item No. Issue 0051 City Roads SW 12th St and SW 13th Ave Crossway to S Walkway (Type 1) 0090 The counter slope is 6.6 %. +++ New Road +++ 0091 The counter slope is 8.0 %. ADA Code Agreed Correction §4.7 Rework the transition of the gutter to provide it flush with a moderate gutter counter slope not to exceed 5%. Rework the transition of the gutter to make it flush with a moderate gutter counter slope not to exceed 5%. §4.7 0092 The surface of the gutter has stagnant §4.5 water and/or loose material. The gutter §4.7 has a negative slope with low elevation. +++ New Road +++ Rework the transition of the gutter to make it flush with a moderate gutter counter slope not to exceed 5%. Rework and clean area to provide a stable, firm, and slip -resistant floor surface in compliance with ADAAG 4.5. Ramps shall comply with ADAAG 4.7. Curb and gutter shall be modified so water drains toward gutter providing positive drainage toward an operable existing drain or catch basin, or install a new adjacent drain or catch basin. All work shall comply with FDOT Roadway & Traffic Design Standards Index No 0304 or City of Miami Public Works Engineering & Design Standards, Division 4 Section 401 & 408, as applicable. Photo 202 206 211 Page 11 of 52 Copyright © ADAAG Consulting Services, LLC. 2008/Eric Contreras, Assoc. AIA /JR Wednesday July 3, 2008 City of Miami: SW 13th Ave. and Roads Circles Case No: 08-20304-CIV-Ungaro, US District Court, Southern District of FL No. ECPRW192-8075 Line 0057 0061 Road System City Roads City Roads Segment SW 10th St and SW 13th Ave From Crossway to W Walkway (Type 3) To Side Item No. Issue ADA Code Agreed Correction Photo SW 10th St and SW 13th Ave SE Corner (Type 1) 0101 The surface of the gutter has stagnant water and/or loose material. The gutter has a negative slope with low elevation. 0109 The curb ramp has a 9.6 % non- compliant running slope. 0110 The transition from ramp to gutter has a 10.3 % non -compliant running slope. 0111 The counter slope is 7.4 %. +++ New Road +++ 0062 City Roads SW 11th St and SW 13th Ave NE Corner (Type 3) 0112 0113 The curb ramp has a 12.1 % non- compliant running slope. The transition from ramp to gutter has a 13.9 % non -compliant running slope. §4.5 Rework and clean area to provide a stable, §4.7 firm, and slip -resistant floor surface in compliance with ADAAG 4.5. Ramps shall comply with ADAAG 4.7. Curb and gutter shall be modified so water drains toward gutter providing positive drainage toward an operable existing drain or catch basin, or install a new adjacent drain or catch basin. All work shall comply with FDOT Roadway & Traffic Design Standards Index No 0304 or City of Miami Public Works Engineering & Design Standards, Division 4 Section 401 & 408, as applicable. §4.7 §4.7 §4.7 §4.7 §4.7 Rework the curb ramp to provide a running slope not to exceed 8.33% (ADAAG Fig. 11). Rework the curb ramp to provide a running slope not to exceed 8.33% (ADAAG Fig. 11). Rework the transition of the gutter to make it flush with a moderate gutter counter slope not to exceed 5%. Rework the curb ramp to provide a running slope not to exceed 8.33% (ADAAG Fig. 11). Rework the curb ramp to provide a running slope not to exceed 8.33% (ADAAG Fig. 11). 233 260 262 263 264 265 Page 13 of 52 Copyright © ADAAG Consulting Services, LLC. 2008/Eric Contreras, Assoc. AIA /JR Wednesday July 3, 2008 City of Miami: SW 13th Ave. and Roads Circles Case No: 08-20304-CIV-Ungaro, US District Court, Southern District of FL No. ECPRW192-8075 Line Road System Segment From To Side Item No. Issue ADA Code Agreed Correction Photo 0063 0064 City Roads City Roads SW 11th St and SW 13th Ave SW 11th St and SW 13th Ave SE Corner (Type 3) SE Corner (Type 1) 0066 City Roads SW 12th St and SW 13th Ave E SE Corner (Type 1) 0115 0116 0117 0119 0120 0121 The curb ramp has a 9.5 % non- compliant running slope. The transition from ramp to gutter has a 13.3 % non -compliant running slope. The counter slope is 11.1 %. The transition from ramp to gutter has a 13.9 % non -compliant running slope. The counter slope is 13.7 %. The accessible route has a 0.5' (13 mm) vertical change in level. +++ New Road +++ §4.7 §4.7 §4.7 §4.7 §4.7 §4.3 0124 The transition from ramp to gutter has a §4.7 15.5 % non -compliant running slope. Rework curb ramp to provide a running slope not to exceed 8.33% (ADAAG Fig. 11). Rework the curb ramp to provide a running slope not to exceed 8.33% (ADAAG Fig. 11). Rework the transition of the gutter to provide it flush with a moderate gutter counter slope not to exceed 5%. Rework the transition of the gutter to make it flush with a moderate gutter counter slope not to exceed 5%. Rework the curb ramp to provide a running slope not to exceed 8.33% (ADAAG Fig. 11). Rework the transition of the gutter to provide it flush with a moderate gutter counter slope not to exceed 5%. Rework the transition of the gutter to make it flush with a moderate gutter counter slope not to exceed 5%. Grind down walkway offset. Rework the curb ramp to provide a running slope not to exceed 8.33% (ADAAG Fig. 11). 271 272 273 278 279 280 294 — Page 14 of 52 Copyright © ADAAG Consulting Services, LLC. 2008/Eric Contreras, Assoc. AIA /JR Wednesday July 3, 2008 City of Miami: SW 13th Ave. and Roads Circles Case No: 08-20304-CIV-Ungaro, US District Court, Southern District of FL No. ECPRW192-8075 ine Road System Segment From To Side tern No. Issue ADA Code Agreed Correction Photo 0067 City Roads 0070 City Roads SW 13th Ave SW 13th Ave SW 12th St SW 13th St SW 14th St 0071 City Roads SW 13th Ave SW 14th St SW 15th St SW 15th Ave 0125 The counter slope is 9.0 %. +++ New Road +++ 0127 The walkway has a 0.5" (13 mm) vertical change in level. +++ New Road +++ 0131 The accessible route has a 0.5" (13 mm) vertical change in level. 0132 0133 0134 0135 The accessible route has a 0.5" (13 mm) vertical change in level. The accessible route has a 0.5" (13 mm) vertical change in level. The accessible route has a 0.5" (13 mm) vertical change in level. The transition from ramp to gutter has a 9.8 % non -compliant running slope. 0136 The counter slope is 7.0 %. §4.7 §4.3 §4.3 §4.3 §4.3 §4.3 §4.7 §4.7 Rework the transition of the gutter to make it flush with a moderate gutter counter slope not to exceed 5%. Grind down walkway offset. Grind down walkway offset. Grind down walkway offset. Grind down walkway offset. Grind down walkway offset. Rework the curb ramp to provide a running slope not to exceed 8.33% (ADAAG Fig. 11). Rework the transition of the gutter to make it flush with a moderate gutter counter slope not to exceed 5%. 295 298 324 325 326 327 — 331 332 Page 15 of 52 Copyright © ADAAG Consulting Services, LLC. 2008/Eric Contreras, Assoc. AIA /JR Wednesday July 3, 2008 City of Miami: SW 13th Ave. and Roads Circles Case No: 08-20304-CIV-Ungaro, US District Court, Southern District of FL No. ECPRW192-8075 Line Road System Segment From To Side Item No. Issue ADA Code Agreed Correction Photo 0073 City Roads SW 15th St and SW 13th Ave SW 15th St SW 15th Terrace +++ New Road +++ 0140 The accessible route has a 0.5" (13 mm) vertical change in level. +++ New Road +++ 0074 City Roads SW 15th Terrace and SW 13th Ave SE Corner (Type 3) 0075 City Roads SW 15th Terrace and SW 13th Ave SE Corner (Type 1) 0076 City Roads SW 17th St and SW 13th Ave NE Corner (Type 2) 0141 The surface does not have truncated domes or contrasting color. 0143 The transition from ramp to gutter has a 20.6 % non -compliant running slope. +++ New Road +++ 0144 The transition from ramp to gutter has a 16.4 % non -compliant running slope. +++ New Road +++ 0080 City Roads SW 18th St and SW 13th Ave SW 18th St SW 19th St 0148 The branch protrudes into sidewalk, at 60" (1524 mm) above the finished floor. +++ New Road +++ §4.3 §4.29 §4.7 §4.7 §4.4 Grind down walkway offset. Rework surface to provide raised truncated domes with a diameter of nominal 0.9" (22 mm), a height of 0.2" (5 mm), and a center -to - center spacing of nominal 2.35" (59 mm), that shall contrast visually with adjoining surfaces. If element was built or altered after 2001 condition is to be mitigated. Rework the curb ramp to provide a running slope not to exceed 8.33% (ADAAG Fig. 11). Rework the curb ramp to provide a running slope not to exceed 8.33% (ADAAG Fig. 11). Prune the tree. 344 350 361 373 407 Page 16 of 52 Copyright © ADAAG Consulting Services, LLC. 2008/Eric Contreras, Assoc. AIA /JR Wednesday July 3, 2008 City of Miami: SW 13th Ave. and Roads Circles Case No: 08-20304-CIV-Ungaro, US District Court, Southern District of FL No, ECPRW192-8075 Line Road System Segment From To Side Item No. Issue ADA Code Agreed Correction Photo 0083 City Roads SW 19th St and SW 13th Ave SE Corner (Type 1) E 0151 0152 0153 0154 The curb ramp has a 10.4 % non- compliant running slope. The transition from ramp to gutter has a 7.1 % non -compliant running slope. The counter slope is 7.1 %. The surface does not have truncated domes or contrasting color. 0085 0087 City Roads City Roads SW 20th St and SW 13th Ave SW 20th St and SW 13th Ave NE Corner (Type 2) SE Corner (Type 1) +++ New Road +++ 0155 0157 The counter slope is 6.6 %. The transition from ramp to gutter has a 12.8 % non -compliant running slope. §4.7 §4.7 §4.7 §4.29 §4.7 §4.7 Rework the curb ramp to provide a running slope not to exceed 8.33% (ADAAG Fig. 11). Rework the curb ramp to provide a running slope not to exceed 8.33% (ADAAG Fig. 11). Rework the transition of the gutter to make it flush with a moderate gutter counter slope not to exceed 5%. Rework surface to provide raised truncated domes with a diameter of nominal 0.9" (22 mm), a height of 0.2" (5 mm), and a center -to - center spacing of nominal 2.35" (59 mm), that shall contrast visually with adjoining surfaces. If element was built or altered after 2001 condition is to be mitigated Rework the transition of the gutter to make it flush with a moderate gutter counter slope not to exceed 5%. Rework the curb ramp to provide a running slope not to exceed 8.33% (ADAAG Fig. 11). 420 421 422 422 435 445 Page 17 of 52 Copyright © ADAAG Consulting Services, LLC. 2008/Eric Contreras, Assoc. AIA /JR Wednesday July 3, 2008 City of Miami: SW 13th Ave. and Roads Circles Case No: 08-20304-C1V-Ungaro, US District Court, Southern District of FL No. ECPRW192-8075 Line Road System Segment From To Side Item No Issue ADA Code Agreed Correction Photo 0088 City Roads SW 21st St and SW 13th Ave 0089 City Roads SW 21st Terrace and SW 13th Ave NE Corner (Type 2) SE Corner (Type 1) +++ New Road +++ E 0158 The counter slope is 11.1 %. +++ New Road +++ 0159 The counter slope is 9.2 %. 0160 The surface of the gutter has stagnant water and/or loose material. The gutter has a negative slope with low elevation §4.7 §4.7 §4.5 §4.7 Rework the transition of the gutter to make it flush with a moderate gutter counter slope not to exceed 5%. Rework the transition of the gutter to make it flush with a moderate gutter counter slope not to exceed 5%. Rework and clean area to provide a stable, firm, and slip -resistant floor surface in compliance with ADAAG 4.5. Ramps shall comply with ADAAG 4.7. Curb and gutter shall be modified so water drains toward gutter providing positive drainage toward an operable existing drain or catch basin, or install a new adjacent drain or catch basin. All work shall comply with FDOT Roadway & Traffic Design Standards Index No 0304 or City of Miami Public Works Engineering & Design Standards, Division 4 Section 401 & 408, as applicable. 448 460 461 Page 18 of 52 Copyright © ADAAG Consulting Services, LLC. 2008/Eric Contreras, Assoc. AIA /JR Wednesday July 3, 2008 City of Miami: SW 13th Ave. and Roads Circles Case No: 08-20304-CIV-Ungaro, US District Court, Southern District of FL No. ECPRW192-8075 Line Road System Segment From To Side Item No. Issue ADA Code Agreed Correction Photo 0090 City Roads SW 21st Terrace NE Corner and SW 13th Ave (Type 2) 0091 City Roads SW 21st Terrace SE Corner and SW 13th Ave (Type 2) 0092 City Roads SW Coral Way and SW 13th Ave E 0161 The counter slope is 8.8 %. E 0162 The counter slope is 5.2 %. NE Corner (Type 2) +++ New Road +++ 0164 0165 The transition from ramp to gutter has a 19.0 % non -compliant running slope. The counter slope is 10.0 %. +++ New Road +++ §4.7 Rework the transition of the gutter to provide it flush with a moderate gutter counter slope not to exceed 5%. Rework the transition of the gutter to make it flush with a moderate gutter counter slope not to exceed 5%. §4.7 Rework the transition of the gutter to make it flush with a moderate gutter counter slope not to exceed 5%. §4.7 §4.7 Rework the curb ramp to provide a running slope not to exceed 8.33% (ADAAG Fig. 11). Rework the transition of the gutter to make it flush with a moderate gutter counter slope not to exceed 5%. 464 469 473 474 Page 19 of 52 Copyright © ADAAG Consulting Services, LLC. 2008/Eric Contreras, Assoc. AIA /JR Wednesday July 3, 2008 Line 0093 0095 0096 City of Miami: SW 13th Ave. and Roads Circles Road System City Roads City Roads City Roads Segment SW 31st Rd and SW 4th Ave SW 31st Rd and SW 4th Ave From SE Corner (Type 1) SE Corner (Type 2) SW 31st Rd and SW 4th Ave NE Corner (Type 2) To Case No: 08-20304-CIV-Ungaro, US District Court, Southern District of FL No. ECPRW192-8075 Side Item No. 0167 Issue The surface of the gutter has stagnant water and/or loose material. The gutter has a negative slope. 0169 0170 0171 0172 The transition from ramp to gutter has a 29.7 % non -compliant running slope. The counter slope is 7.0 %. The transition from ramp to gutter has a 16.9 % non -compliant running slope. The surface has deteriorated truncated domes or contrasting color. ADA Code §4.5 §4.7 §4.7 §4.7 §4.7 §4.29 Agreed Correction Rework and clean area to provide a stable, firm, and slip -resistant floor surface in compliance with ADAAG 4.5. Ramps shall comply with ADAAG 4.7. Curb and gutter shall be modified so water drains toward gutter providing positive drainage toward an operable existing drain or catch basin, or install a new adjacent drain or catch basin. All work shall comply with FDOT Roadway & Traffic Design Standards Index No 0304 or City of Miami Public Works Engineering & Design Standards, Division 4 Section 401 & 408, as applicable. Rework the curb ramp to provide a running slope not to exceed 8.33% (ADAAG Fig. 11). Rework the transition of the gutter to make it flush with a moderate gutter counter slope not to exceed 5%. Rework the curb ramp to provide a running slope not to exceed 8.33% (ADAAG Fig. 11). Rework surface to provide raised truncated domes with a diameter of nominal 0.9" (22 mm), a height of 0.2" (5 mm), and a center -to - center spacing of nominal 2.35" (59 mm), that shall contrast visually with adjoining surfaces. If element was built or altered after 2001 condition is to be mitigated Photo 478 483 484 488 487 Page 20 of 52 Copyright © ADAAG Consulting Services, LLC. 2008/Eric Contreras, Assoc. AIA /JR Wednesday July 3, 2008 City of Miami: SW 13th Ave. and Roads Circles Case No: 08-20304-C1V-Ungaro, US District Court, Southern District of FL No. ECPRW192-8075 Line Road System Segment From To Side Item No. Issue ADA Code Agreed Correction Photo 0173 The counter slope is 7.9 %. §4.7 Rework the transition of the gutter to make it flush with a moderate gutter counter slope not to exceed 5%. 489 0174 The surface of the gutter has stagnant §4.5 Rework and clean area to provide a stable, 485 water and/or loose material. The gutter has a negative slope. §4.7 firm, and slip -resistant floor surface in compliance with ADAAG 4.5. Ramps shall comply with ADAAG 4.7. Curb and gutter shall be modified so water drains toward gutter providing positive drainage toward an operable existing drain or catch basin, or install a new adjacent drain or catch basin. All work shall comply with FDOT Roadway & Traffic Design Standards Index No 0304 or City of Miami Public Works Engineering & Design Standards, Division 4 Section 401 & 408, as applicable. 0097 City Roads SW 31st Rd and SW 4th Ave NE Corner (Type 1) 0175 The transition from ramp to gutter has a 15.8 % non -compliant running slope. §4.7 Rework the curb ramp to provide a running slope not to exceed 8.33% (ADAAG Fig. 11). 490— 0098 City Roads SW 31st Rd and SW 4th Ave NW Corner (Type 1) 0176 The transition from ramp to gutter has a 18.1 % non -compliant running slope. §4.7 Rework the curb ramp to provide a running slope not to exceed 8.33% (ADAAG Fig. 11). 498 0177 The counter slope is 6.2 %. 54.7 Rework the transition of the gutter to make it flush with a moderate gutter counter slope not to exceed 5%. 499 Page 21 of 52 Copyright © ADAAG Consulting Services, LLC. 2008/Eric Contreras, Assoc. AIA /JR Wednesday July 3, 2008 City of Miami: SW 13th Ave. and Roads Circles Case No: 08-20304-CIV-Ungaro, US District Court, Southern District of FL No. ECPRW192-8075 Line Road System Segment From To Side Item No.0099 Issue ADA Code Agreed Correction Photo City Roads SW 31st Rd and SW 4th Ave NW Corner (Type 2) 0178 The transition from ramp to gutter has a 21.4 % non -compliant running slope. §4.7 Rework the curb ramp to provide a running slope not to exceed 8.33% (ADAAG Fig. 11). 503 0179 The counter slope is 9.1 %. §4.7 Rework the transition of the gutter to make it flush with a moderate gutter counter slope not to exceed 5%. 503 0100 City Roads SW 31st Rd and SW 4th Ave SW Corner (Type 2) 0180 The transition from ramp to gutter has a 22.2 % non -compliant running slope. §4.7 Rework the curb ramp to provide a running slope not to exceed 8.33% (ADAAG Fig. 11). 508 0181 The counter slope is 9.4 %. §4.7 Rework the transition of the gutter to make it flush with a moderate gutter counter slope not to exceed 5%. 509 0182 The surface of the gutter has stagnant §4.5 Rework and clean area to provide a stable, 505 water and/or loose material. The gutter has a negative slope. §4.7 firm, and slip -resistant floor surface in compliance with ADAAG 4.5. Ramps shall comply with ADAAG 4.7. Curb and gutter shall be modified so water drains toward gutter providing positive drainage toward an operable existing drain or catch basin, or install a new adjacent drain or catch basin. All work shall comply with FOOT Roadway & Traffic Design Standards Index No 0304 or City of Miami Public Works Engineering & Design Standards, Division 4 Section 401 & 408, as applicable. +++ New Road +++ Page 22 of 52 Copyright © ADAAG Consulting Services, LLC. 2008/Eric Contreras, Assoc. AIA /JR Wednesday July 3, 2008 Line 0101 City of Miami: SW 13th Ave. and Roads Circles Road System City Roads Segment SW 29th Rd and SW 4th Ave 0102 City Roads SW 29th Rd and SW 4th Ave From SE Corner (Type 1) SE Corner (Type 2) To Case No: 08-20304-CIV-Ungaro, US District Court, Southern District of FL No. ECPRW192-8075 Side Item No. Issue 0183 0184 0185 0188 The transition from ramp to gutter has a 15.2 % non -compliant running slope. The counter slope is 6.9 %. The surface of the gutter has stagnant water and/or loose material. The gutter has a negative slope. The surface of the gutter has stagnant water and/or loose material. The gutter has a negative slope. ADA Code §4.7 §4.7 §4.5 §4.7 §4.5 §4.7 Agreed Correction Rework the curb ramp to provide a running slope not to exceed 8.33% (ADAAG Fig. 11). Rework the transition of the gutter to make it flush with a moderate gutter counter slope not to exceed 5%. Rework and clean area to provide a stable, firm, and slip -resistant floor surface in compliance with ADAAG 4.5. Ramps shall comply with ADAAG 4.7. Curb and gutter shall be modified so water drains toward gutter providing positive drainage toward an operable existing drain or catch basin, or install a new adjacent drain or catch basin, All work shall comply with FDOT Roadway & Traffic Design Standards Index No 0304 or City of Miami Public Works Engineering & Design Standards, Division 4 Section 401 & 408, as applicable. Rework and clean area to provide a stable, firm, and slip -resistant floor surface in compliance with ADAAG 4.5. Ramps shall comply with ADAAG 4.7. Curb and gutter shall be modified so water drains toward gutter providing positive drainage toward an operable existing drain or catch basin, or install a new adjacent drain or catch basin. All work shall comply with FDOT Roadway & Traffic Design Standards Index No 0304 or City of Miami Public Works Engineering & Design Standards, Division 4 Section 401 & 408, as applicable. Photo 513 514 510 515 Page 23 of 52 Copyright © ADAAG Consulting Services, LLC. 2008/Eric Contreras, Assoc. AIA /JR Wednesday July 3, 2008 Line 0103 City of Miami: SW 13th Ave. and Roads Circles Road System City Roads Segment SW 29th Rd and SW 4th Ave 0106 City Roads SW 29th Rd and SW 4th Ave From NE Corner (Type 2) To Case No: 08-20304-CIV-Ungaro, US District Court, Southern District of FL No. ECPRW192-8075 Side Item No. Issue NW Corner (Type 2) 0189 0190 0191 0194 0195 The transition from ramp to gutter has a 12.9 % non -compliant running slope. The counter slope is 6.2 %. The surface of the gutter has stagnant water and/or loose material. The gutter has a negative slope. The transition from ramp to gutter has a 17.2 % non -compliant running slope. The counter slope is 10.7 %. ADA Code §4.7 §4.7 §4.5 §4.7 §4.7 §4.7 Agreed Correction Rework the curb ramp to provide a running slope not to exceed 8.33% (ADAAG Fig. 11). Rework the transition of the gutter to provide it flush with a moderate gutter counter slope not to exceed 5%. Rework the transition of the gutter to make it flush with a moderate gutter counter slope not to exceed 5%. Rework and clean area to provide a stable, firm, and slip -resistant floor surface in compliance with ADAAG 4.5. Ramps shall comply with ADAAG 4.7. Curb and gutter shall be modified so water drains toward gutter providing positive drainage toward an operable existing drain or catch basin, or install a new adjacent drain or catch basin. All work shall comply with FDOT Roadway & Traffic Design Standards Index No 0304 or City of Miami Public Works Engineering & Design Standards, Division 4 Section 401 & 408, as applicable. Rework the curb ramp to provide a running slope not to exceed 8.33% (ADAAG Fig. 11). Rework the transition of the gutter to make it flush with a moderate gutter counter slope not to exceed 5%. Photo 523 524 520 529 530 Page 24 of 52 Copyright © ADAAG Consulting Services, LLC. 2008/Eric Contreras, Assoc. AIA /JR Wednesday July 3, 2008 City of Miami: SW 13th Ave. and Roads Circles Case No: 08-20304-CIV-Ungaro, US District Court, Southern District of FL No, ECPRW192-8075 Line Road System Segment From To Side Item No. Issue ADA Code Agreed Correction Photo 0107 City Roads SW 29th Rd and SW 4th Ave 0108 City Roads SW Corner (Type 2) SW 29th Rd and SW 4th Ave SW Corner (Type 1) 0196 0110 City Roads SW 27th Rd and SW 4th Ave 0197 0198 The surface of the gutter has stagnant water and/or loose material. The gutter has a negative slope. The transition from ramp to gutter has a 11.1 % non -compliant running slope. The counter slope is 10.9 %. 0199 The transition from ramp to gutter has a 9.1% non -compliant running slope. 0200 The counter slope is 9.0 %. +++ New Road +++ SE Corner (Type 2) 0203 The transition from ramp to gutter has a 13.2 % non -compliant running slope. §4.5 §4.7 §4.7 §4.7 §4.7 §4.7 §4.7 Rework and clean area to provide a stable, firm, and slip -resistant floor surface in compliance with ADAAG 4.5. Ramps shall comply with ADAAG 4.7. Curb and gutter shall be modified so water drains toward gutter providing positive drainage toward an operable existing drain or catch basin, or install a new adjacent drain or catch basin. All work shall comply with FDOT Roadway & Traffic Design Standards Index No 0304 or City of Miami Public Works Engineering & Design Standards, Division 4 Section 401 & 408, as applicable. Rework the curb ramp to provide a running slope not to exceed 8.33% (ADAAG Fig. 11). Rework the transition of the gutter to make it flush with a moderate gutter counter slope not to exceed 5%. Rework the curb ramp to provide a running slope not to exceed 8.33% (ADAAG Fig. 11). Rework the gutter. Rework the curb ramp to provide a running slope not to exceed 8.33% (ADAAG Fig. 11). 526 534 535 536 540 549 Page 25 of 52 Copyright © ADAAG Consulting Services, LLC. 2008/Eric Contreras, Assoc. AIA /JR Wednesday July 3, 2008 City of Miami: SW 13th Ave. and Roads Circles Case No: 08-20304-CIV-Ungaro, US District Court, Southern District of FL No. ECPRW192-8075 Line Road System Segment From To Side Item CodeCod Agreed Correction Photo 0204 The counter slope is 7.6 %. §4.7 Rework the transition of the gutter to make it flush with a moderate gutter counter slope not to exceed 5%. 550 0111 City Roads SW 27th Rd and NE Corner 0205 The surface of the gutter has stagnant §4.5 Rework and clean area to provide a stable, 552 SW 4th Ave (Type 2) water and/or loose material. The gutter has a negative slope. §4.7 firm, and slip -resistant floor surface in compliance with ADAAG 4.5. Ramps shall comply with ADAAG 4.7. Curb and gutter shall be modified so water drains toward gutter providing positive drainage toward an operable existing drain or catch basin, or install a new adjacent drain or catch basin. All work shall comply with FOOT Roadway & Traffic Design Standards Index No 0304 or City of Miami Public Works Engineering & Design Standards, Division 4 Section 401 & 408, as applicable. 0112 City Roads SW 27th Rd and NE Corner 0208 The transition from ramp to gutter has a §4.7 Rework the gutter. 562 SW 4th Ave (Type 1) 22.1 % non -compliant running slope. 0209 The counter slope is 12.6 %. §4.7 Rework the transition of the gutter to make it flush with a moderate gutter counter slope not to exceed 5%. 563 0113 City Roads SW 27th Rd and SW 4th Ave NW Corner (Type 1) 0210 The transition from ramp to gutter has a 13.6 % non -compliant running slope. §4.7 Rework the curb ramp to provide a running slope not to exceed 8.33% (ADAAG Fig. 11). 567 0211 The accessible route has a 1.5" (38 §4.3 Grind down the concrete walkway. 569, mm) vertical change in level. 570 Page 26 of 52 Copyright © ADAAG Consulting Services, LLC. 2008/Eric Contreras, Assoc. AIA (JR Wednesday July 3, 2008 City of Miami: SW 13th Ave. and Roads Circles Case No: 08-20304-CIV-Ungaro, US District Court, Southern District of FL No. ECPRW192-8075 Line Road System Segment From To Side Item No. Issue ADA Code Agreed Correction Photo 0115 City Roads SW 27th Rd and SW 4th Ave SW Corner (Type 1) 0212 0214 The surface of the gutter has stagnant water and/or loose material. The gutter has a negative slope. §4.5 §4.7 The transition from ramp to gutter has a 14.6 % non -compliant running slope. 0116 City Roads SW 25th Rd and SE Corner SW 4th Ave (Type 1) 0117 City Roads SW 25th Rd and SE Corner SW 4th Ave (Type 2) 0119 City Roads SW 25th Rd and NE Corner SW 4th Ave (Type 1) +++ New Road +++ 0215 The counter slope is 12.8 %. 0217 The accessible route has a 1.25" (32 mm) vertical change in level. 0219 The transition from ramp to gutter has a 15.0 % non -compliant running slope. 0220 0221 The counter slope is 16.9 %. The accessible route has a 2.25" (57 mm) vertical change in level. §4.7 §4.7 §4.3 §4.7 §4.7 §4.3 Rework and clean area to provide a stable, firm, and slip -resistant floor surface in compliance with ADAAG 4.5. Ramps shall comply with ADAAG 4.7. Curb and gutter shall be modified so water drains toward gutter providing positive drainage toward an operable existing drain or catch basin, or install a new adjacent drain or catch basin. All work shall comply with FDOT Roadway & Traffic Design Standards Index No 0304 or City of Miami Public Works Engineering & Design Standards, Division 4 Section 401 & 408, as applicable. Rework the gutter. Rework the gutter. Grind down the concrete walkway Rework the curb ramp to provide a running slope not to exceed 8.33% (ADAAG Fig. 11). Rework the transition of the gutter to make it flush with a moderate gutter counter slope not to exceed 5%. Grind down the concrete walkway. 564 575 581 583 588 589 590-593 Page 27 of 52 Copyright © ADAAG Consulting Services, LLC. 2008/Eric Contreras, Assoc. AIA /JR Wednesday July 3, 2008 City of Miami: SW 13th Ave. and Roads Circles Case No: 08-20304-C1V-Ungaro, US District Court, Southern District of FL No. ECPRW192-8075 Line Road System Segment From To Side ItemIssue No.0120 CodeADA Agreed Correction Photo City Roads SW 25th Rd and SW 4th Ave NW Corner (Type 1) 0222 The transition from ramp to gutter has a 13.4 % non -compliant running slope. §4.7 Rework the curb ramp to provide a running slope not to exceed 8.33% (ADAAG Fig. 11). 597 *0223 The counter slope is 18.5 %. §4.7 Rework the transition of the gutter to make it flush with a moderate gutter counter slope not to exceed 5%. 598 0224 The surface of the gutter has stagnant §4.5 Rework and clean area to provide a stable, 594 water and/or loose material. The gutter has a negative slope. §4.7 firm, and slip -resistant floor surface in compliance with ADAAG 4.5. Ramps shall comply with ADAAG 4.7. Curb and gutter shall be modified so water drains toward gutter providing positive drainage toward an operable existing drain or catch basin, or install a new adjacent drain or catch basin. All work shall comply with FOOT Roadway & Traffic Design Standards Index No 0304 or City of Miami Public Works Engineering & Design Standards , Division 4 Section 401 & 408, as applicable. 0121 City Roads SW 25th Rd and SW 4th Ave NW Corner (Type 2) 0226 The counter slope is 11.9 %. §4.7 Rework the transition of the gutter to make it flush with a moderate gutter counter slope not to exceed 5%. 607 Page 28 of 52 Copyright © ADAAG Consulting Services, LLC. 2008/Eric Contreras, Assoc. AIA /JR Wednesday July 3, 2008 City of Miami: SW 13th Ave. and Roads Circles Case No: 08-20304-C1V-Ungaro, US District Court, Southern District of FL No. ECPRW192-8075 Line Road System Segment From To Side Item No. Issue ADA Code Agreed Correction Photo 0123 City Roads SW 25th Rd and SW 4th Ave SW Corner (Type 1) 0124 City Roads SW 28th Rd and SW 5th Ave SE Corner (Type 1) 0227 0229 The surface of the gutter has stagnant water and/or loose material. The gutter has a negative slope. The counter slope is 14.2 %. +++ New Road +++ 0230 0231 0125 City Roads SW 28th Rd and SW 5th Ave SE Corner (Type 2) 0232 §4.5 §4.7 The transition from ramp to gutter has a 15.7 % non -compliant running slope. §4.7 §4.7 The counter slope is 9.5 %. §4.7 The transition from ramp to gutter has a §4.7 14.1 % non -compliant running slope. 0233 The counter slope is 8.6 %. 0234 The Island surface does not have truncated domes or contrasting color. §4.7 §4.29 Rework and clean area to provide a stable, firm, and slip -resistant floor surface in compliance with ADAAG 4.5. Ramps shall comply with ADAAG 4.7. Curb and gutter shall be modified so water drains toward gutter providing positive drainage toward an operable existing drain or catch basin, or install a new adjacent drain or catch basin. All work shall comply with FDOT Roadway & Traffic Design Standards Index No 0304 or City of Miami Public Works Engineering & Design Standards, Division 4 Section 401 & 408, as applicable. Rework the gutter. Rework the gutter. Rework the gutter. Rework the gutter. Rework the gutter. Rework surface to provide raised truncated domes with a diameter of nominal 0.9" (22 mm), a height of 0.2" (5 mm) and a center -to - center spacing of nominal 2.35" (59 mm) and that shall contrast visually with adjoining surfaces. Condition is to be mitigated if the island provides at a minimum a 10'(3.04 m) run (space) measured between the face of both island curbs. 603 617 621 622 628 629 630 Page 29 of 52 Copyright © ADAAG Consulting Services, LLC. 2008/Eric Contreras, Assoc. AIA /JR Wednesday July 3, 2008 City of Miami: SW 13th Ave. and Roads Circles Case No: 08-20304-CIV-Ungaro, US District Court, Southern District of FL No. ECPRW192-8075 Line Road System Segment From To Side Item No. Issue ADA Code Agreed Correction Photo 0235 The accessible route has a 0.5" (13 mm) vertical change in level. §4.3 Grind down the concrete walkway. 631 0126 City Roads SW 28th Rd and SW 5th Ave NE Corner (Type 2) 0236 The transition from ramp to gutter has a 16.8 % non -compliant running slope. §4.7 Rework the curb ramp to provide a running slope not to exceed 8.33% (ADAAG Fig. 11). 635 0237 The counter slope is 8.1 %. §4.7 Rework the transition of the gutter to make it flush with a moderate gutter counter slope not to exceed 5%. 636 0238 The surface of the gutter has stagnant §4.5 Rework and clean area to provide a stable, 632 water and/or loose material. The gutter has a negative slope. §4.7 firm, and slip -resistant floor surface in compliance with ADAAG 4.5. Ramps shall comply with ADAAG 4.7. Curb and gutter shall be modified so water drains toward gutter providing positive drainage toward an operable existing drain or catch basin, or install a new adjacent drain or catch basin. All work shall comply with FDOT Roadway & Traffic Design Standards Index No 0304 or City of Miami Public Works Engineering & Design Standards , Division 4 Section 401 & 408, as applicable. 0129 City Roads SW 28th Rd and NW Corner 0243 The transition from ramp to gutter has a §4.7 Rework the gutter. 645 SW 5th Ave (Type 2) 9.8 % non -compliant running slope. 0244 The counter slope is 6.3 %. §4.7 Rework the gutter. 646 Page 30 of 52 Copyright © ADAAG Consulting Services, LLC. 2008/Eric Contreras, Assoc. AIA /JR Wednesday July 3, 2008 City of Miami: SW 13th Ave. and Roads Circles Case No: 08-20304-CIV-Ungaro, US District Court, Southern District of FL No. ECPRW192-8075 Line Road System Segment From To Side Item No. Issue ADA Code Agreed Correction Photo 0245 0130 City Roads SW 28th Rd and SW 5th Ave 0131 City Roads SW 28th Rd and SW 5th Ave SW Corner (Type 2) 0246 0247 The surface of the gutter has stagnant water and/or loose material. The gutter has a negative slope. The transition from ramp to gutter has a 13.6 % non -compliant running slope. The counter slope is 10.4 %. SW Corner (Type 1) 0132 City Roads SW 25th Rd and SW 5th Ave 0133 City Roads SW 25th Rd and SW 5th Ave SE Corner (Type 1) SE Corner (Type 2) 0248 0249 The transition from ramp to gutter has a 12.2 % non -compliant running slope. The counter slope is 8.2 %. +++ New Road +++ 0250 The transition from ramp to gutter has a 15.8 % non -compliant running slope. 0251 The counter slope is 10.8 %. 0252 The transition from ramp to gutter has a 15.2 % non -compliant running slope. 0253 The counter slope is 8.4 %. §4.5 §4.7 Rework and clean area to provide a stable, firm, and slip -resistant floor surface in compliance with ADAAG 4.5. Ramps shall comply with ADAAG 4.7. Curb and gutter shall be modified so water drains toward gutter providing positive drainage toward an operable existing drain or catch basin, or install a new adjacent drain or catch basin. All work shall comply with FDOT Roadway & Traffic Design Standards Index No 0304 or City of Miami Public Works Engineering & Design Standards, Division 4 Section 401 & 408, as applicable. §4.7 Rework the gutter. §4.7 Rework the gutter. §4.7 Rework the gutter. §4.7 Rework the gutter. §4.7 Rework the gutter. §4.7 Rework the gutter. §4.7 Rework the gutter. §4.7 Rework the gutter. 642 650 651 655 655 660 660 665 666 Page 31 of 52 Copyright © ADAAG Consulting Services, LLC. 2008/Eric Contreras, Assoc. AIA /JR Wednesday July 3, 2008 Line City of Miami: SW 13th Ave. and Roads Circles Road System Segment From To Case No: 08-20304-CIV-Ungaro, US District Court, Southern District of FL No. ECPRW192-8075 Item No. Side Issue 0134 City Roads SW 25th Rd and SW 5th Ave 0135 City Roads Page 32 of 52 SW 25th Rd and SW 5th Ave NE Corner (Type 2) NE Corner (Type 1) 0254 0255 0256 0257 The surface of the gutter has stagnant water and/or loose material. The gutter has a negative slope. The counter slope is 8.4 %. The surface of the gutter has stagnant water and/or loose material. The gutter has a negative slope. The transition from ramp to gutter has a 13.8 % non -compliant running slope. ADA Code §4.5 §4.7 §4.7 §4.5 §4.7 §4.7 Copyright © ADAAG Consulting Services, LLC. 2008/Eric Contreras, Assoc. AIA /JR Agreed Correction Rework and clean area to provide a stable, firm, and slip -resistant floor surface in compliance with ADAAG 4.5. Ramps shall comply with ADAAG 4.7. Curb and gutter shall be modified so water drains toward gutter providing positive drainage toward an operable existing drain or catch basin, or install a new adjacent drain or catch basin. All work shall comply with FDOT Roadway & Traffic Design Standards Index No 0304 or City of Miami Public Works Engineering & Design Standards, Division 4 Section 401 & 408, as applicable. Rework the transition of the gutter to make it flush with a moderate gutter counter slope not to exceed 5%. Rework and clean area to provide a stable, firm, and slip -resistant floor surface in compliance with ADAAG 4.5. Ramps shall comply with ADAAG 4.7. Curb and gutter shall be modified so water drains toward gutter providing positive drainage toward an operable existing drain or catch basin, or install a new adjacent drain or catch basin. All work shall comply with FDOT Roadway & Traffic Design Standards Index No 0304 or City of Miami Public Works Engineering & Design Standards, Division 4 Section 401 & 408, as applicable. Rework the gutter. Wednesday July 3, 2008 Photo 662 671 667 675 City of Miami; SW 13th Ave. and Roads Circles Case No: 08-20304-CIV-Ungaro, US District Court, Southern District of FL No. ECPRW192-8075 Line Road System Segment From To Side Item No. Issue ADA Code Agreed Correction Photo 0136 City Roads SW 25th Rd and SW 5th Ave 0137 City Roads SW 25th Rd and SW 5th Ave NW Corner (Type 1) NW Corner (Type 2) 0258 0259 0260 0261 0262 0263 The counter slope is 7.5 %. The transition from ramp to gutter has a 15.6 % non -compliant running slope. The counter slope is 10.9 %. The transition from ramp to gutter has a 11.6 °J° non -compliant running slope. The counter slope Is 9.9 %. The Island surface does not have truncated domes or contrasting color. 0138 City Roads SW 25th Rd and SW 5th Ave 0139 City Roads SW 25th Rd and SW 5th Ave SW Corner (Type 2) SW Corner (Type 1) 0001 City Roads Intersection SW 22nd Rd. and SW 5th Ave SE Corner (Type 1) 0264 0265 0266 0267 The transition from ramp to gutter has a 15.6 % non -compliant running slope. The counter slope is 10.7 % The transition from ramp to gutter has a 13.4 % non -compliant running slope. The counter slope is 8.8 %. +++ New Road +++ 0268 The transition from ramp to gutter has a 12.9 % non -compliant running slope. §4.7 §4.7 Rework the gutter. Rework the gutter. §4.7 Rework the gutter. §4.7 Rework the gutter. §4.7 Rework the gutter. §4.29 Rework surface to provide raised truncated domes with a diameter of nominal 0.9" (22 mm), a height of 0.2" (5 mm) and a center -to - center spacing of nominal 2.35" (59 mm) and that shall contrast visually with adjoining surfaces. Condition is to be mitigated if the island provides at a minimum a 10'(3.04 m) run (space) measured between the face of both island curbs. §4.7 Rework the gutter. §4.7 Rework the gutter. §4.7 Rework the gutter. §4.7 Rework the gutter. §4.7 Rework the gutter. 676 680 681 685 686 687 691 692 696 697 701 Page 33 of 52 Copyright © ADAAG Consulting Services, LLC. 2008/Eric Contreras, Assoc. AIA /JR Wednesday July 3, 2008 Line 0002 City of Miami: SW 13th Ave. and Roads Circles Case No: 08-20304-CIV-Ungaro, US District Court, Southern District of FL No. ECPRW192-8075 Road System 0003 0004 0005 0006 0007 City Roads City Roads City Roads City Roads City Roads City Roads Segment Intersection SW 22nd Rd. and SW 5th Ave Intersection SW 22nd Rd. and SW 5th Ave Intersection SW 22nd Rd. and SW 5th Ave Intersection SW 22nd Rd. and SW 5th Ave Intersection SW 22nd Rd. and SW 5th Ave Intersection SW 22nd Rd. and SW 5th Ave From SE Corner (Type 2) To Side Item No. Issue NE Corner (Type 2) NE Corner (Type 1) NW Corner (Type 1) NW Corner (Type 2) SW Corner (Type 2) 0269 0270 0271 0272 0273 0274 0275 0276 0277 Sidewalk does not have a curb ramp where the accessible route crosses The curb. Sidewalk does not have a curb ramp where the accessible route crosses The curb. The transition from ramp to gutter has a 19.8 % non -compliant running slope. The counter slope is 10.7 %. The transition from ramp to gutter has a 9.8 % non -compliant running slope. The transition from ramp to gutter has a 16 % non -compliant running slope. The transition from ramp to gutter has a 9.3 % non -compliant running slope. The counter slope is 6.4 %. The surface of the gutter has stagnant water and/or loose material. The gutter has a negative slope. ADA Code §4.7 §4.7 §4.7 §4.7 §4.7 §4.7 §4.7 §4.7 §4.5 §4.7 Agreed Correction Rework the sidewalk to provide a curb ramp with an 8.33% max. running slope that does not project into vehicular traffic lanes (ADAAG Fig. 15). Rework the sidewalk to provide a curb ramp with an 8.33% max. running slope that does not project into vehicular traffic lanes (ADAAG Fig. 15). Rework the gutter. Rework the gutter. Rework the gutter. Rework the gutter. Rework the gutter. Rework the gutter. Rework and clean area to provide a stable, firm, and slip -resistant floor surface in compliance with ADAAG 4.5. Ramps shall comply with ADAAG 4.7. Curb and gutter shall be modified so water drains toward gutter providing positive drainage toward an operable existing drain or catch basin, or install a new adjacent drain or catch basin. All work shall comply with FDOT Roadway & Traffic Design Standards Index No 0304 or City of Miami Public Works Engineering & Design Standards, Division 4 Section 401 & 408, as applicable. Page 34 of 52 Copyright © ADAAG Consulting Services, LLC. 2008/Eric Contreras, Assoc. AIA /JR Photo 702 703 707 707 711-- 715 719 719 716 Wednesday July 3, 2008 Line City of Miami: SW 13th Ave. and Roads Circles Road System Segment From To Case No: 08-20304-CIV-Ungaro, US District Court, Southern District of FL No. ECPRW192-8075 Side Item No. Issue 0008 City Roads mob- City Roads Intersection SW 22nd Rd. and SW 5th Ave Intersection SW 20th Rd. and SW 5th Ave SW Corner (Type 1) SE Corner (Type 1) 0278 0279 The surface of the gutter has stagnant water. The gutter has a negative slope. The transition from ramp to gutter has a 11.2 % non -compliant running slope. 0280 The counter slope is 9.6 %. 0281 0282 The counter slope is 11.2 %. The surface of the gutter has stagnant water and/or loose material. The gutter has a negative slope. ADA Code Agreed Correction §4.5 Rework and clean area to provide a stable, §4.7 firm, and slip -resistant floor surface in compliance with ADAAG 4.5. Ramps shall comply with ADAAG 4.7. Curb and gutter shall be modified so water drains toward gutter providing positive drainage toward an operable existing drain or catch basin, or install a new adjacent drain or catch basin. All work shall comply with FDOT Roadway & Traffic Design Standards Index No 0304 or City of Miami Public Works Engineering & Design Standards, Division 4 Section 401 & 408, as applicable. §4.7 §4.7 §4.7 Rework the gutter. Rework the gutter. Rework the gutter. §4.5 Rework and clean area to provide a stable, §4.7 firm, and slip -resistant floor surface in compliance with ADAAG 4.5. Ramps shall comply with ADAAG 4.7. Curb and gutter shall be modified so water drains toward gutter providing positive drainage toward an operable existing drain or catch basin, or install a new adjacent drain or catch basin. All work shall comply with FDOT Roadway & Traffic Design Standards Index No 0304 or City of Miami Public Works Engineering & Design Standards , Division 4 Section 401 & 408, as applicable. Photo 719 723 723 729 725 Page 35 of 52 Copyright © ADAAG Consulting Services, LLC. 2008/Eric Contreras, Assoc. AIA /JR Wednesday July 3, 2008 Line 0010 City of Miami: SW 13th Ave. and Roads Circles Case No: 08-20304-CIV-Ungaro, US District Court, Southern District of FL No. ECPRW192-8075 Road System City Roads 0011 City Roads Segment Intersection SW 20th Rd. and SW 5th Ave Intersection SW 20th Rd. and SW 5th Ave 0012 City Roads Intersection SW 20th Rd. and SW 5th Ave From SE Corner (Type 2) To Side Item No. Issue NE Corner (Type 2) NE Corner (Type 1) 0284 0285 The surface between two vehicular ways does not have truncated domes or contrasting color. The counter slope is 10.3 %. 0286 The surface of the gutter has stagnant water and/or loose material. The gutter has a negative slope. 0287 0288 The counter slope is 7.5 %. The surface between two vehicular way does not have truncated domes or contrasting color. ADA Code §4.29 §4.7 §4.5 §4.7 §4.7 §4.29 Agreed Correction Rework surface to provide raised truncated domes with a diameter of nominal 0.9" (22 mm), a height of 0.2" (5 mm) and a center -to - center spacing of nominal 2.35" (59 mm) and that shall contrast visually with adjoining surfaces. Condition is to be mitigated if the island provides at a minimum a 10'(3.04 m) run (space) measured between the face of both island curbs. Rework the gutter. Rework and clean area to provide a stable, firm, and slip -resistant floor surface in compliance with ADAAG 4.5. Ramps shall comply with ADAAG 4.7. Curb and gutter shall be modified so water drains toward gutter providing positive drainage toward an operable existing drain or catch basin, or install a new adjacent drain or catch basin. All work shall comply with FDOT Roadway & Traffic Design Standards Index No 0304 or City of Miami Public Works Engineering & Design Standards , Division 4 Section 401 & 408, as applicable. Rework the gutter. Rework surface to provide raised truncated domes with a diameter of nominal 0.9" (22 mm), a height of 0.2" (5 mm) and a center -to - center spacing of nominal 2.35" (59 mm) and that shall contrast visually with adjoining surfaces. Condition is to be mitigated if the island provides at a minimum a 10'(3.04 m) run (space) measured between the face of both island curbs. Photo 735 740 736 745 741 Page 36 of 52 Copyright © ADAAG Consulting Services, LLC. 2008/Eric Contreras, Assoc. AIA /JR Wednesday July 3, 2008 Line 0013 City of Miami: SW 13th Ave. and Roads Circles 0014 Road System City Roads Segment Intersection SW 20th Rd. and SW 5th Ave City Roads 0017 City Roads Intersection SW 20th Rd. and SW 5th Ave From NW Corner (Type 1) To Case No: 08-20304-CIV-Ungaro, US District Court, Southern District of FL No. ECPRW192-8075 Side Item No. Issue NW Corner (Type 2) Intersection SW 20th Rd. and SW 7th Ave 0289 The transition from ramp to gutter has a 13.9 % non -compliant running slope. 0290 The counter slope is 8.5 %. 0291 The counter slope is 10.1 %. 0292 The surface between two vehicular way does not have truncated domes or contrasting color. 0018 City Roads Intersection SW 20th Rd. and SW 7th Ave SE Corner (Type 1) SE Corner (Type 2) ADA Code §4.7 §4.7 §4.7 §4.29 +++ New Road +++ 0295 Sidewalk does not have a curb ramp where the accessible route crosses The curb. 0020 City Roads Page 37 of 52 Intersection SW NE Corner 20th Rd. and SW (Type 1) 7th AvP 0297 The counter slope is 12.1 %. 0298 The surface between two vehicular does not have truncated domes or contrasting color. 0300 The counter slope is 7.6 %. §4.7 §4.7 §4.29 Agreed Correction Rework the gutter. Rework the gutter. Rework the gutter. Rework the surface to provide raised truncated domes with a diameter of nominal 0.9" (22 mm), a height of 0.2" (5 mm) and a center -to - center spacing of nominal 2.35" (59 mm) and that shall contrast visually with adjoining surfaces. Condition is to be mitigated if the island provides at a minimum a 10'(3.04 m) run (space) measured between the face of both island curbs. Rework the sidewalk to provide a curb ramp with an 8.33% max. running slope that does not project into vehicular traffic lanes (ADAAG Fig. 15). Rework the gutter. Rework the surface to provide raised truncated domes with a diameter of nominal 0.9" (22 mm), a height of 0.2" (5 mm) and a center -to - center spacing of nominal 2.35" (59 mm) and that shall contrast visually with adjoining surfaces. Condition is to be mitigated if the island provides at a minimum a 10'(3.04 m) run (space) measured between the face of both island curbs. §4.7 Rework the gutter. Copyright © ADAAG Consulting Services, LLC. 2008/Eric Contreras, Assoc. AIA /JR Wednesday July 3, 2008 Photo 749 750 751 756 763 770 771 780 City of Miami: SW 13th Ave. and Roads Circles Case No: 08-20304-CIV-Ungaro, US District Court, Southern District of FL No. ECPRW192-8075 Line Road System Segment From To Side Item No. Issue ADA Code Agreed Correction Photo 0301 The surface between two vehicular way does not have truncated domes or contrasting color. §4.29 Rework the surface to provide raised truncated domes with a diameter of nominal 0.9" (22 mm), a height of 0.2" (5 mm) and a center -to - center spacing of nominal 2.35" (59 mm) and that shall contrast visually with adjoining surfaces. Condition is to be mitigated if the island provides at a minimum a 10'(3.04 m) run 781 (space) measured between the face of both island curbs. 0302 The surface of the gutter has stagnant §4.5 Rework and clean area to provide a stable, 781 water and/or loose material. The gutter has a negative slope. §4.7 firm, and slip -resistant floor surface in compliance with ADAAG 4.5. Ramps shall comply with ADAAG 4.7. Curb and gutter shall be modified so water drains toward gutter providing positive drainage toward an operable existing drain or catch basin, or install a new adjacent drain or catch basin. All work shall comply with FDOT Roadway & Traffic Design Standards Index No 0304 or City of Miami Public Works Engineering & Design Standards , Division 4 Section 401 & 408, as applicable. 0021 City Roads Intersection SW NW Corner 0303 The transition from ramp to gutter has a §4.7 Rework the gutter. 784 20th Rd. and SW (Type 1) 10.3 % non -compliant running slope. 7th Ave 0304 The counter slope is 12.2 %. §4.7 Rework the gutter. 784 0022 City Roads Intersection SW NW Corner 0306 The transition from ramp to gutter has a §4.7 Rework the gutter. 791 20th Rd. and SW (Type 1) 9.6 % non -compliant running slope. 7th Ave 0307 The counter slope is 10.5 %. §4.7 Rework the gutter. 791 Page 38 of 52 Copyright © ADAAG Consulting Services, LLC. 2008/Eric Contreras, Assoc. AIA /JR Wednesday July 3, 2008 Line City of Miami: SW 13th Ave. and Roads Circles Case No: 08-20304-CIV-Ungaro, US District Court, Southern District of FL No. ECPRW192-8075 Road System Segment From To Side Item No. Issue 0024 0025 City Roads City Roads Intersection SW 23rd Rd. and SW 7th Ave Intersection SW 23rd Rd. and SW 7th Ave SE Corner (Type 1) 0308 ADA Code Agreed Correction The surface between two vehicular way §4.29 Rework the surface to provide raised truncated does not have truncated domes or domes with a diameter of nominal 0.9" (22 contrasting color. mm), a height of 0.2" (5 mm) and a center -to - center spacing of nominal 2.35" (59 mm) and that shall contrast visually with adjoining surfaces. Condition is to be mitigated if the island provides at a minimum a 10'(3.04 m) run (space) measured between the face of both island curbs. 0309 The surface of the gutter has stagnant §4.5 water and/or loose material. The gutter §4.7 has a negative slope. +++ New Road +++ 0311 The transition from ramp to gutter has a 17.0 % non -compliant running slope. 0312 The counter slope is 12.2 %. SE Corner (Type 2) 0313 The transition from ramp to gutter has a 10.7 % non -compliant running slope. §4.7 §4.7 §4.7 Rework and clean area to provide a stable, firm, and slip -resistant floor surface in compliance with ADAAG 4.5. Ramps shall comply with ADAAG 4.7. Curb and gutter shall be modified so water drains toward gutter providing positive drainage toward an operable existing drain or catch basin, or install a new adjacent drain or catch basin. All work shall comply with FDOT Roadway & Traffic Design Standards Index No 0304 or City of Miami Public Works Engineering & Design Standards, Division 4 Section 401 & 408, as applicable. Rework the gutter. Rework the gutter. Rework the gutter. 0314 The counter slope is 10.0 %. §4.7 Rework the gutter. Page 39 of 52 Copyright © ADAAG Consulting Services, LLC. 2008/Eric Contreras, Assoc. AIA /JR Photo 792 792 799 799 803 803 Wednesday July 3, 2008 Line 0026 0027 0029 City of Miami: SW 13th Ave. and Roads Circles Road System Segment City Roads Intersection SW 23rd Rd. and SW 7th Ave City Roads Intersection SW 23rd Rd. and SW 7th Ave City Roads Page 40 of 52 Intersection SW 23rd Rd. and SW 7th Ave From NE Corner (Type 2) NE Corner (Type 1) NW Corner (Type 2) To Case No: 08-20304-CIV-Ungaro, US District Court, Southern District of FL No. ECPRW192-8075 Item No. Side 0315 0316 0319 0321 0322 Issue The surface between two vehicular ways does not have truncated domes or contrasting color. The counter slope is 11.4 %. The surface of the gutter has stagnant water and/or loose material. The gutter has a negative slope. The transition from ramp to gutter has a 10.5 % non -compliant running slope. The counter slope is 9.6 %. ADA Code §4.29 §4.7 §4.5 §4.7 §4.7 §4.7 Agreed Correction Rework the surface to provide raised truncated domes with a diameter of nominal 0.9" (22 mm), a height of 0.2" (5 mm) and a center -to - center spacing of nominal 2.35" (59 mm) and that shall contrast visually with adjoining surfaces. Condition is to be mitigated if the island provides at a minimum a 10'(3.04 m) run (space) measured between the face of both island curbs. Rework the gutter. Rework and clean area to provide a stable, firm, and slip -resistant floor surface in compliance with ADAAG 4.5. Ramps shall comply with ADAAG 4.7. Curb and gutter shall be modified so water drains toward gutter providing positive drainage toward an operable existing drain or catch basin, or install a new adjacent drain or catch basin. All work shall comply with FOOT Roadway & Traffic Design Standards Index No 0304 or City of Miami Public Works Engineenng & Design Standards, Division 4 Section 401 & 408, as applicable. Rework the gutter. Rework the gutter. Copyright © ADAAG Consulting Services, LLC. 2008/Eric Contreras, Assoc. AIA /JR Wednesday July 3, 2008 Photo 804 807 810 821 821 Line City of Miami: SW 13th Ave. and Roads Circles Road System 0030 City Roads 0031 City Roads 0032 City Roads Page 41 of 52 Segment Intersection SW 23rd Rd. and SW 7th Ave Intersection SW 23rd Rd. and SW 7th Ave Intersection SW 26th Rd. and SW 7th Ave From SW Corner (Type 2) SW Corner (Type 1) SE Corner (Type 1) To Case No: 08-20304-CIV-Ungaro, US District Court, Southern District of FL No. ECPRW192-8075 Item No. 0323 Side 0324 0325 0326 Issue The surface between two vehicular way does not have truncated domes or contrasting color. The counter slope is 11.4 %. The counter slope is 9.1 %. The surface between two vehicular way does not have truncated domes or contrasting color. +++ New Road +++ 0327 The transition from ramp to gutter has a 12.5 % non -compliant running slope. 0328 The counter slope is 10.7 %. 0329 The slab has a 0.5" (13 mm) vertical change in level. 0330 The slab has a 0.5" (13 mm) vertical change in level. ADA Code §4.29 §4.7 §4.7 §4.29 §4.7 §4.7 §4.3 §4.3 Agreed Correction Rework the surface to provide raised truncated domes with a diameter of nominal 0.9" (22 mm), a height of 0.2" (5 mm) and a center -to - center spacing of nominal 2.35" (59 mm) and that shall contrast visually with adjoining surfaces. Condition is to be mitigated if the island provides at a minimum a 10'(3.04 m) run (space) measured between the face of both island curbs. Rework the gutter. Rework the gutter. Rework the surface to provide raised truncated domes with a diameter of nominal 0.9" (22 mm), a height of 0.2" (5 mm) and a center -to - center spacing of nominal 2.35" (59 mm) and that shall contrast visually with adjoining surfaces. Condition is to be mitigated if the island provides at a minimum a 10'(3.04 m) run (space) measured between the face of both island curbs. Rework the gutter. Rework the gutter. Rework the gutter. Rework the gutter. Copyright © ADAAG Consulting Services, LLC. 2008/Eric Contreras, Assoc. AIA /JR Wednesday July 3, 2008 Photo 822 825 830 826 834 834 836 836 Line 0033 0034 City of Miami: SW 13th Ave. and Roads Circles Road System City Roads Segment From Intersection SW SW Corner 26th Rd. and SW (Type 2) 7th Ave City Roads Intersection SW 26th Rd. and SW 7th Ave NE Corner (Type 2) To Case No: 08-20304-CIV-Ungaro, US District Court, Southern District of FL No. ECPRW192-8075 Side Item No. 0331 0332 0334 Issue The slab has a 0.5" (13 mm) vertical change in level. The surface of the gutter has stagnant water and/or loose material. The gutter has a negative slope. The surface does not have truncated domes or contrasting color. 0335 The counter slope is 8.7 %. 0336 The surface does not have truncated domes or contrasting color. 0337 The transition from ramp to gutter has a 14.4 % non -compliant running slope. ADA Code §4.3 §4.5 §4.7 §4.29 §4.7 Agreed Correction Rework the gutter. Rework and clean area to provide a stable, firm, and slip -resistant floor surface in compliance with ADAAG 4.5. Ramps shall comply with ADAAG 4.7. Curb and gutter shall be modified so water drains toward gutter providing positive drainage toward an operable existing drain or catch basin, or install a new adjacent drain or catch basin. All work shall comply with FDOT Roadway & Traffic Design Standards Index No 0304 or City of Miami Public Works Engineering & Design Standards, Division 4 Section 401 & 408, as applicable. Rework surface to provide raised truncated domes with a diameter of nominal 0.9" (22 mm), a height of 0.2" (5 mm), and a center -to - center spacing of nominal 2.35" (59 mm), that shall contrast visually with adjoining surfaces. If element was built or altered after 2001 condition is to be mitigated. Rework the gutter. §4.29 Rework surface to provide raised truncated domes with a diameter of nominal 0.9" (22 mm), a height of 0.2" (5 mm), and a center -to - center spacing of nominal 2.35" (59 mm), that shall contrast visually with adjoining surfaces. If element was built or altered after 2001 condition is to be mitigated. §4.7 Rework the gutter. Photo 836 831 840 841 844 845 Page 42 of 52 Copyright © ADAAG Consulting Services, LLC. 2008/Eric Contreras, Assoc. AIA /JR Wednesday July 3, 2008 City of Miami: SW 13th Ave. and Roads Circles Case No: 08-20304-CIV-Ungaro, US District Court, Southern District of FL No. ECPRW192-8075 Line Road System Segment From To Side Item No. Issue ADA Code Agreed Correction Photo 0035 City Roads 0036 City Roads 0038 City Roads Intersection SW 26th Rd. and SW 7th Ave Intersection SW 26th Rd. and SW 7th Ave Intersection SW 26th Rd. and SW 7th Ave NE Corner (Type 1) NW Corner (Type 1) SW Corner (Type 1) 0037 City Roads Intersection SW 26th Rd. and SW 7th Ave 0039 City Roads Intersection SW 28th Rd. and SW 7th Ave SE Corner (Type 1) 0338 0339 0340 0341 The counter slope is 10.9 %. The transition from ramp to gutter has a 15.3 % non -compliant running slope. The counter slope is 13.1 %. The transition from ramp to gutter has a 9.7 % non -compliant running slope. 0342 The counter slope is 11.4 %. 0344 The transition from ramp to gutter has a 10.1 % non -compliant running slope. 0345 The counter slope is 9.2 %. 0346 There is no drain and/or inlet at the SW the curb ramp to drain the water properly. Gutter is sloped in such a manner that water ponds at the curb and driveways, and debris remains at the curb ramps. +++ New Road +++ 1 0348 The counter slope is 10.9 %. §4.7 §4.7 §4.7 §4.7 §4.7 §4.7 §4.7 §4.5 §4.7 §4.7 Rework the gutter. Rework the gutter. Rework the gutter. Rework the gutter. Rework the gutter. Rework the gutter. Rework the gutter. Rework and clean area to provide a stable, firm, and slip -resistant floor surface in compliance with ADAAG 4.5. Ramps shall comply with ADAAG 4.7. Curb and gutter shall be modified so water drains toward gutter providing positive drainage toward an operable existing drain or catch basin, or install a new adjacent drain or catch basin. All work shall comply with FDOT Roadway & Traffic Design Standards Index No 0304 or City of Miami Public Works Engineering & Design Standards , Division 4 Section 401 & 408, as applicable. Rework the gutter. 845 850 850 855 855 861 861- 858 866 Page 43 of 52 Copyright © ADAAG Consulting Services, LLC. 2008/Eric Contreras, Assoc. AIA /JR Wednesday July 3, 2008 Line City of Miami: SW 13th Ave. and Roads Circles Road System Segment From To Case No: 08-20304-CIV-Ungaro, US District Court, Southern District of FL No. ECPRW192-8075 Item No. Side Issue 0040 City Roads Page 44 of 52 Intersection SW 28th Rd. and SW 7th Ave SE Corner (Type 2) 0349 0351 0352 The surface of the sidewalk is broken and unstable. The gutter has a negative slope. The counter slope is 11.2 %. The surface of the gutter has stagnant water and/or loose material. The gutter has a negative slope. 0353 The surface between two vehicular way does not have truncated domes or contrasting color. ADA Code §4.5 §4.7 §4.7 §4.5 §4.7 §4.29 Copyright © ADAAG Consulting Services, LLC. 2008/Eric Contreras, Assoc. AIA /JR Agreed Correction Rework and clean area to provide a stable, firm, and slip -resistant floor surface in compliance with ADAAG 4.5. Ramps shall comply with ADAAG 4.7. Curb and gutter shall be modified so water drains toward gutter providing positive drainage toward an operable existing drain or catch basin, or install a new adjacent drain or catch basin. All work shall comply with FDOT Roadway & Traffic Design Standards Index No 0304 or City of Miami Public Works Engineering & Design Standards, Division 4 Section 401 & 408, as applicable. Rework the gutter. Rework and clean area to provide a stable, firm, and slip -resistant floor surface in compliance with ADAAG 4.5. Ramps shall comply with ADAAG 4.7. Curb and gutter shall be modified so water drains toward gutter providing positive drainage toward an operable existing drain or catch basin, or install a new adjacent drain or catch basin. All work shall comply with FDOT Roadway & Traffic Design Standards Index No 0304 or City of Miami Public Works Engineering & Design Standards, Division 4 Section 401 & 408, as applicable. Rework the surface to provide raised truncated domes with a diameter of nominal 0.9" (22 mm), a height of 0.2" (5 mm) and a center -to - center spacing of nominal 2.35" (59 mm) and that shall contrast visually with adjoining surfaces. Condition is to be mitigated if the island provides at a minimum a 10'(3.04 m) run (space) measured between the face of both island curbs. Wednesday July 3, 2008 Photo 867 871 868 872 City of Miami: SW 13th Ave. and Roads Circles Case No: 08-20304-CIV-Ungaro, US District Court, Southern District of FL No. ECPRW192-8075 Line Road System Segment From To Side Item No. Issue ADA Code Agreed Correction Photo 0041 City Roads Intersection SW 28th Rd. and SW 7th Ave NE Corner (Type 2) 0354 The counter slope is 10.7 %. 0042 City Roads Intersection SW 28th Rd. and SW 7th Ave NE Corner (Type 1) 0043 City Roads 0044 City Roads Intersection SW 28th Rd. and SW 7th Ave Intersection SW 28th Rd. and SW 7th Ave NW Corner (Type 1) 0355 The surface does not have truncated domes or contrasting color. NW Corner (Type 2) 0045 City Roads Intersection SW SW Corner 28th Rd. and SW 7th Ave (Type 2) 0046 City Roads Intersection SW 28th Rd. and SW 7th Ave SW Corner (Type 1) 0356 0357 0359 0360 0361 0050 City Roads Intersection SW 24th Rd. and SW 9th Ave NE Corner (Type 1) The counter slope is 11.5 %. Sidewalk does not have a curb ramp where the accessible route crosses The curb. The slab has a 1" (25 mm) vertical change in level. The transition from ramp to gutter has a 17.4 % non -compliant running slope. The counter slope is 10.8 %. +++ New Road +++ 0365 The counter slope is 13.9 % §4.7 §4.29 §4.7 §4.7 §4.3 §4.7 §4.7 §4.7 Rework the gutter. See photo 876. Rework surface to provide raised truncated domes with a diameter of nominal 0.9" (22 mm), a height of 0.2" (5 mm) and a center -to - center spacing of nominal 2.35" (59 mm) and that shall contrast visually with adjoining surfaces. Condition is to be mitigated if the island provides at a minimum a 10'(3.04 m) run (space) measured between the face of both island curbs. Rework the gutter. Rework the gutter. Grind down the concrete walkway. Rework the gutter. Rework the gutter. Rework the gutter. 873 682 886 887 888 892 893 903 Page 45 of 52 Copyright ©ADAAG Consulting Services, LLC. 2008/Eric Contreras, Assoc. AIA /JR Wednesday July 3, 2008 Line City of Miami: SW 13th Ave. and Roads Circles Road System Segment From To Case No: 08-20304-CIV-Ungaro, US District Court, Southern District of FL No. ECPRW192-8075 Side Item No. Issue 0053 City Roads 0054 City Roads 0055 Intersection SW SW Corner 24th Rd. and SW (Type 2) 9th Ave Intersection SW 24th Rd. and SW 9th Ave City Roads Intersection SW 26th Rd. and SW 2nd Ave SW Corner (Type 1) SW Corner (Type 1) 0366 The surface between two vehicular way does not have truncated domes or contrasting color. 0369 The counter slope is 7.4 %. 0370 The counter slope is 9.5 %. +++ New Road +++ *0371 The curb ramp has a 10.7 % non- compliant running slope. 0374 The surface between two vehicular way does not have truncated domes or contrasting color. ADA Code Agreed Correction §4.29 Rework the surface to provide raised truncated domes with a diameter of nominal 0.9" (22 mm), a height of 0.2" (5 mm) and a center -to - center spacing of nominal 2.35" (59 mm) and that shall contrast visually with adjoining surfaces. Condition is to be mitigated if the island provides at a minimum a 10'(3.04 m) run (space) measured between the face of both island curbs. §4.7 §4.7 §4.7 Rework the transition of the gutter to make it flush with a moderate gutter counter slope not to exceed 5%. Rework the gutter. Rework the curb ramp to provide a running slope not to exceed 8.33% (ADAAG Fig. 11). §4.29 Rework surface to provide raised truncated domes with a diameter of nominal 0.9" (22 mm), a height of 0.2" (5 mm) and a center -to - center spacing of nominal 2.35" (59 mm) and that shall contrast visually with adjoining surfaces. Condition is to be mitigated if the island provides at a minimum a 10'(3.04 m) run (space) measured between the face of both island curbs. Photo 903 915 919 920 924 Page 46 of 52 Copyright © ADAAG Consulting Services, LLC. 2008/Eric Contreras, Assoc. AIA /JR Wednesday July 3, 2008 City of Miami: SW 13th Ave. and Roads Circles Case No: 08-20304-CIV-Ungaro, US District Court, Southern District of FL No. ECPRW192-8075 Line Road System Segment From To Side Item CodeCod Agreed Correction Photo 0056 City Roads Intersection SW 26th Rd. and SW 2nd Ave SE Corner (Type 1) 0376 The surface does not have truncated domes or contrasting color. §4.29 Rework surface to provide raised truncated domes with a diameter of nominal 0.9" (22 mm), a height of 0.2" (5 mm), and a center -to - center spacing of nominal 2.35" (59 mm), that shall contrast visually with adjoining surfaces. If element was built or altered after 2001 condition is to be mitigated. 926 0057 City Roads Intersection SW SE Corner 0377 The transition from ramp to gutter has a §4.7 Rework the gutter. 932 26th Rd. and SW (Type 2) 12.9 % non -compliant running slope. 2nd Ave 0378 The counter slope is 7.6 %. §4.7 Rework the gutter. 932 0379 The surface does not have truncated domes or contrasting color. §4.29 Rework surface to provide raised truncated domes with a diameter of nominal 0.9" (22 mm), a height of 0.2" (5 mm), and a center -to - center spacing of nominal 2.35" (59 mm), that shall contrast visually with adjoining surfaces. If element was built or altered after 2001 condition is to be mitigated. 931 0380 The surface between two vehicular way does not have truncated domes or contrasting color. §4.29 Rework surface to provide raised truncated domes with a diameter of nominal 0.9" (22 mm), a height of 0.2" (5 mm) and a center -to - center spacing of nominal 2.35" (59 mm) and that shall contrast visually with adjoining surfaces. Condition is to be mitigated if the island provides at a minimum a 10'(3.04 m) run 934 (space) measured between the face of both island curbs. Page 47 of 52 Copyright ©ADAAG Consulting Services, LLC. 2008/Eric Contreras, Assoc. AIA /JR Wednesday July 3, 2008 City of Miami: SW 13th Ave. and Roads Circles Case No: 08-20304-CIV-Ungaro, US District Court, Southern District of FL No. ECPRW192-8075 Line 0058 Road System City Roads Segment Intersection SW 26th Rd. and SW 2nd Ave 0059 City Roads Intersection SW 26th Rd. and SW 2nd Ave From NE Corner (Type 2) To Side Item No. Issue 0381 0382 0383 The surface does not have truncated domes or contrasting color. The counter slope is 8.1 %. The accessible route has a 0.5" (13 mm) vertical change in level. NE Corner (Type 1) 0384 The surface does not have truncated domes or contrasting color. 0385 0386 The counter slope is 6.4 %. The surface between two vehicular way does not have truncated domes or contrasting color. ADA Code §4.29 §4.7 §4.3 §4.29 §4.7 §4.29 Agreed Correction Rework surface to provide raised truncated domes with a diameter of nominal 0.9" (22 mm), a height of 0.2" (5 mm), and a center -to - center spacing of nominal 2.35" (59 mm), that shall contrast visually with adjoining surfaces. If element was built or altered after 2001 condition is to be mitigated. Rework the gutter. Grind down the walkway offset. Rework surface to provide raised truncated domes with a diameter of nominal 0.9" (22 mm), a height of 0.2" (5 mm), and a center -to - center spacing of nominal 2.35" (59 mm), that shall contrast visually with adjoining surfaces. If element was built or altered after 2001 condition is to be mitigated. Rework the transition of the gutter to make it flush with a moderate gutter counter slope not to exceed 5%. Rework surface to provide raised truncated domes with a diameter of nominal 0.9" (22 mm), a height of 0.2" (5 mm) and a center -to - center spacing of nominal 2.35" (59 mm) and that shall contrast visually with adjoining surfaces. Condition is to be mitigated if the island provides at a minimum a 10'(3.04 m) run (space) measured between the face of both island curbs. Photo 937 939 940 943 945 946 Page 48 of 52 Copyright © ADAAG Consulting Services, LLC. 2008/Eric Contreras, Assoc. AIA /JR Wednesday July 3, 2008 City of Miami: SW 13th Ave. and Roads Circles Case No: 08-20304-CIV-Ungaro, US District Court, Southern District of FL No. ECPRW192-8075 Line 0060 Road System City Roads Segment Intersection SW 26th Rd. and SW 2nd Ave From NW Corner (Type 1) To Side Item No. Issue ADA Code Agreed Correction Photo 0061 City Roads Intersection SW 26th Rd. and SW 2nd Ave NW Corner (Type 2) 0387 0388 0389 0390 The surface does not have truncated domes or contrasting color. The counter slope is 8.0 %. The surface does not have truncated domes or contrasting color. The surface between two vehicular way does not have truncated domes or contrasting color. §4.29 §4.7 §4.29 §4.29 Rework surface to provide raised truncated domes with a diameter of nominal 0.9" (22 mm), a height of 0.2" (5 mm), and a center -to - center spacing of nominal 2.35" (59 mm), that shall contrast visually with adjoining surfaces. If element was built or altered after 2001 condition is to be mitigated. Rework the transition of the gutter to make it flush with a moderate gutter counter slope not to exceed 5%. Rework surface to provide raised truncated domes with a diameter of nominal 0.9" (22 mm), a height of 0.2" (5 mm), and a center -to - center spacing of nominal 2.35" (59 mm), that shall contrast visually with adjoining surfaces. If element was built or altered after 2001 condition is to be mitigated. Rework surface to provide raised truncated domes with a diameter of nominal 0.9" (22 mm), a height of 0.2" (5 mm) and a center -to - center spacing of nominal 2.35" (59 mm) and that shall contrast visually with adjoining surfaces. Condition is to be mitigated if the island provides at a minimum a 10'(3.04 m) run (space) measured between the face of both island curbs. 949 951 954 957 Page 49 of 52 Copyright © ADAAG Consulting Services, LLC. 2008/Eric Contreras, Assoc. AIA /JR Wednesday July 3, 2008 City of Miami: SW 13th Ave. and Roads Circles Case No: 08-20304-CIV-Ungaro, US District Court, Southern District of FL No. ECPRW192-8075 Line Road System Segment From To Side Item No. Issue ADA Code Agreed Correction Photo 0062 City Roads Intersection SW 26th Rd. and SW 2nd Ave SW Corner (Type 2) 0392 The surface does not have truncated domes or contrasting color. 0065 City Roads 0066 City Roads Intersection SW 28th Rd. and SW 2nd Ave Intersection SW 28th Rd. and SW 2nd Ave SE Corner (Type 2) NE Corner (Type 2) 0067 City Roads 0069 Intersection SW 28th Rd. and SW 2nd Ave City Roads Intersection SW 28th Rd. and SW 2nd Ave NE Corner (Type 1) +++ New Road +++ NW Corner (Type 2) 0070 City Roads Intersection SW 28th Rd. and SW 2nd Ave SW Corner (Type 2) 0395 The transition from ramp to gutter has a 15.3 % non -compliant running slope. 0396 0397 0398 0399 0402 The transition from ramp to gutter has a 14.2 % non -compliant running slope. The accessible route has a 0.5" (13 mm) vertical change in level. The transition from ramp to gutter has a 14.1 % non -compliant running slope. The counter slope is 7.7 %. The transition from ramp to gutter has a 10.2 % non -compliant running slope. 0403 The counter slope is 7.2 %. 0404 §4.29 §4.7 §4.7 §4.3 §4.7 §4.7 §4.7 §4.7 The transition from ramp to gutter has a 10.9 % non -compliant running slope. 0405 The counter slope is 7.6 %. §4.7 Rework surface to provide raised truncated domes with a diameter of nominal 0.9" (22 mm), a height of 0.2" (5 mm), and a center -to - center spacing of nominal 2.35" (59 mm), that shall contrast visually with adjoining surfaces. If element was built or altered after 2001 condition is to be mitigated. Rework the gutter. Rework the gutter. Rework the gutter. Rework the gutter. Rework the gutter. §4.7 Rework the gutter. Rework the gutter. Rework the gutter. Rework the gutter. 960 967 972 974 978 979 988 989 993 995 Page 50 of 52 Copyright © ADAAG Consulting Services, LLC. 2008/Eric Contreras, Assoc. AIA /JR Wednesday July 3, 2008 City of Miami: SW 13th Ave. and Roads Circles Case No: 08-20304-CIV-Ungaro, US District Court, Southern District of FL No. ECPRW192-8075 Line Road System Segment From To Side Item No. Issue ADA Code Agreed Correction Photo 0063 0406 The surface of the gutter has stagnant water and/or loose material. The gutter has a negative slope. City Roads Intersection SW 28th Rd. and SW 2nd Ave 0407 The inlet at the SW corner does not allow the water to drain properly. Gutter is sloped in such a manner that water ponds at the curb. The gutter has a negative slope. §4.5 §4.7 §4.5 §4.7 Rework and clean area to provide a stable, firm, and slip -resistant floor surface in compliance with ADAAG 4.5. Ramps shall comply with ADAAG 4.7. Curb and gutter shall be modified so water drains toward gutter providing positive drainage toward an operable existing drain or catch basin, or install a new adjacent drain or catch basin. All work shall comply with FDOT Roadway & Traffic Design Standards Index No 0304 or City of Miami Public Works Engineering & Design Standards, Division 4 Section 401 & 408, as applicable. Rework and clean area to provide a stable, firm, and slip -resistant floor surface in compliance with ADAAG 4.5. Ramps shall comply with ADAAG 4.7. Curb and gutter shall be modified so water drains toward gutter providing positive drainage toward an operable existing drain or catch basin, or install a new adjacent drain or catch basin. All work shall comply with FDOT Roadway & Traffic Design Standards Index No 0304 or City of Miami Public Works Engineering & Design Standards, Division 4 Section 401 & 408, as applicable. 990 990 Page 51 of 52 Copyright © ADAAG Consulting Services, LLC. 2008/Eric Contreras, Assoc. AIA /JR Wednesday July 3, 2008 City of Miami: SW 13th Ave. and Roads Circles Case No: 08-20304-CIV-Ungaro, US District Court, Southern District of FL No. ECPRW192-8075 Line Road System Segment From To Side Item Issue Code Agreed Correction Photo 0064 City Roads Intersection SW 28th Rd. and SW 2nd Ave 0408 There is an inlet at the NE corner that does not allow the water to drain properly. Gutter is sloped in such a manner that water ponds at the curb. The gutter has a negative slope. §4.5 §4.7 Rework and clean area to provide a stable, firm, and slip -resistant floor surface in compliance with ADAAG 4.5. Ramps shall comply with ADAAG 4.7. Curb and gutter shall be modified so water drains toward gutter providing positive drainage toward an operable existing drain or catch basin, or install a new adjacent drain or catch basin. All work shall comply with FDOT Roadway & Traffic Design Standards Index No 0304 or City of Miami Public Works Engineering & Design Standards , Division 4 Section 401 & 408, as applicable. 990 Page 52 of 52 Copyright © ADAAG Consulting Services, LLC. 2008/Eric Contreras, Assoc. AIA /JR Wednesday July 3, 2008